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BPOL2023-1066DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 eca BUILDING PERMIT Qa�&a CALIFORNIA Permit Type: Pool Owner: Albert Melo PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 11/09/2023 ISSUED DATE: 12/05/2023 Permit Number: BPOL2023-1066 77-530 ENFIELD LN BUILDING C, PALM DESERT, CA 92211 Property Address: 81180 LEGENDS WAY APN: 762310004 Applicant: Albert Melo 77-530 ENFIELD LN BUILDING C, PALM DESERT, Legal Description Lot 25 MB 285/51 TR 28838-1 AMENDED CA 92211 Property Zoning: RL, 25 Contractor: Albert Melo / 954374 Valuation: $98,500.00 77-530 ENFIELD LN BUILDING C, PALM DESERT, CA 92211 P71ORTOTHE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTUNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2) Any permit issued as a result of this application becomes null and void if work is not commenced within 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Printed: 12/5/23 9:37 pm Page 1 of 4 1-311111]1!"a4 NV,IkI Permit Type: Pool Permit Number: BPOL2023-1066 Property Address: 81180 LEGENDS WAY Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. Printed: 12/5/23 9:37 pm Page 2 of 4 1-3111111101Z"a4NIT, lIII I Permit Type: Pool Permit Number: BPOL2023-1066 Property Address: 81180 LEGENDS WAY POOL AND SPA,BBQ AND FIRE PIT AT REAR YARD [POOL ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. APPROVED SITE PLAN AND WET STAMPED POOL ENGINEERING SHEET REQUIRED TO BE ONSITE FOR INSPECTION TWO DROWNING PREVENTION SAFETY FEATURES AND THE REQUIRED ENCLOSURE SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. 2022 CALIFORNIA BUILDING CODE. ninstruction DPt;. Engineer of Record Pool Engineering, Inc. Quantity of Detached 0 BBQ Electrical (EA) 5 Spa(s)/Water Feature(s) Number of Gas 2 Mechanical Equipment 0 Garden Wall Linear 0 Outlet(s) Relocation (QTY) F000tage Combination Retaining 0 Total Wall Length 0 Zoning RL Wall Linear Footage (Linear Footage) General Plan LDR City Limits Within La Quinta Limits Subdivision Name TR 28838-1 AMENDED Lot Number 25 Lot Size 2125.29 Centerlines 93586 Legal Description Lot 25 MB 285/51 TR 28838-1 AMENDED I Type Group Sq Ft Value I Invoice No. Fee INV-00002572 Swimming Pool / Spa Technology Enhancement Fee Receptacle, switch, lighting, or other outlets Receptacle, switch, lighting, or other outlets PC Swimming Pool / Spa PC Credit Card Convenience Fee Gas Piping System Outlets Building Standards Administration Gas Piping System Outlets PC Digital Archiving and Records Management Fee - OTC Total for Invoice INV-00002572 Fee Amount Amount Paid $228.84 $228.84 $8.00 $8.00 $30.51 $30.51 $30.51 $30.51 $124.49 $124.49 $11.50 $11.50 $15.26 $15.26 $4.00 $4.00 $30.51 $30.51 $12.00 $12.00 $495.62 $495.62 Grand Total for Permit $495.62 $495.62 Workflow Step / Action Name Action Type Start Date End Date Application Completeness Check v.1 11/09/2023 13:39 11/09/2023 13:39 Submittal Document Verification v.1 Generic Action 11/09/2023 13:39 Plan Check v.1 11/09/2023 0:00 11/22/2023 7:58 Building Review (1 Day) v.1 Receive Submittal 11/09/2023 0:00 11/13/2023 8:17 Building Review (1 Day) v.2 Receive Submittal 11/20/2023 0:00 11/22/2023 7:58 Permit Issuance v.1 11/22/2023 8:00 12/05/2023 13:37 Verify Contractor info & Conditions have been met v.1 Generic Action 11/22/2023 8:00 Verify & Invoice Fees v.1 Generic Action 11/22/2023 8:00 Printed: 12/5/23 9:37 pm Page 3 of 4 Permit Type Pool 1:11111111]111!"a4NIT, lIII I Permit Number BPOL2023-1066 Property Address: 81180 LEGENDS WAY Verify Fee Payment & Issue Permit v.1 Print, Attach, and Email Building Permit v.1 Pool Permit Inspection v.1 Generic Action 12/05/2023 13:37 Create Report 12/05/2023 13:37 12/05/2023 13:37 Pre-Gunite v.1 Inspection Underground Plumbing v.1 Inspection Underground Electrical v.1 Inspection Underground Gas v.1 Inspection Deck Bond v.1 Inspection Pre -Plaster v.1 Inspection Footing v.1 Inspection Bond Beam v.1 Inspection Inspections - Final v.1 Final Pool v.1 Inspection Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the buildinq official. Printed: 12/5/23 9:37 pm Page 4 of 4 OF TA, Permit Type Pool Project: App Date: Work Class: Pool Construction (Private) District: City of La Quinta Exp Date: Status: Issued Square Feet: 0.00 Completed: Valuation: $98,500.00 Assigned To: Approval Expire Date: Description: POOL AND SPA,BBQ AND FIRE PIT AT REAR YARD [POOL ENGINEERING] THIS PERMIT DOES I INCLUDE EQUIPMENT ENCLOSURE. APPROVED SITE PLAN AND WET STAMPED POOL ENGINE SHEET REQUIRED TO BE ONSITE FOR INSPECTION. TWO DROWNING PREVENTION SAFETY FEATURES AND THE REQUIRED ENCLOSURE SHALL BE IN PLACE AT PRE -PLASTER INSPECT 2022 CALIFORNIA BUILDING CODE. Parcel: 762310004 Main I Address: 81180 Legends Way Main I Zone: La Quinta, CA 92253 Contractor Applicant Owner MELO POOLS INC MELO POOLS INC MELO POOLS INC 77-530 ENFIELD LN BUILDINC 77-530 ENFIELD LN BUILDINC 77-530 ENFIELD LN BUILDINC C C C PALM DESERT, CA 92211 PALM DESERT, CA 92211 PALM DESERT, CA 92211 Business: (760) 341-3505 Business: (760) 341-3505 Business: (760) 341-3505 Permit Custom Fields Engineer of Record Pool Engineering, Inc Number of Gas 2 Outlet(s) Combination Retaining 0 Wall Linear Footage General Plan LDR Lot Number 25 Legal Description Lot 25 MB 285/51 TR 28838-1 AMENDED Quantity of Detached 0 Spa(s)/Water Feature(s) Mechanical Equipment 0 Relocation (QTY) Total Wall Length 0 (Linear Footage) 11 /09/2023 12/04/2024 NOT COMPLETED BBQ Electrical (EA) 5 Garden Wall Linear 0 F000tage Zoning RL 12/05/2023 City Limits Within La Quinta Limits Subdivision Name TR 28838-1 AMENDED Lot Size 2125.29 Centerlines 93586 Attachment File Name Added On Added By Sig nature_Albert_Melo_11/9/2023.jpg 11/09/2023 12:53 Melo, Albert HOA APPROVAL LETTER_v1.pdf 11/20/2023 14:48 Mendez, Deisy PLAN SET (APPROVED)_v1.pdf 11/22/2023 7:58 Mendez, Deisy "LQ Building Permit.pdf 12/05/2023 13:37 Service, EnerGov Attachment Group Available Online Available Online Available Online Notes Uploaded via CSS Homeowners Association (HOA) Approval Site Plan Building Permit at time of issuance Invoice No. Fee Fee Amount Amount Paid INV-00002572 Swimming Pool / Spa $228.84 $228.84 Technology Enhancement Fee $8.00 $8.00 Receptacle, switch, lighting, or other outlets $30.51 $30.51 Receptacle, switch, lighting, or other outlets PC $30.51 $30.51 Swimming Pool / Spa PC $124.49 $124.49 Credit Card Convenience Fee $11.50 $11.50 Gas Piping System Outlets $15.26 $15.26 Building Standards Administration $4.00 $4.00 Gas Piping System Outlets PC $30.51 $30.51 Digital Archiving and Records Management Fee - OTC $12.00 $12.00 Total for Invoice INV-00002572 $495.62 $495.62 Grand Total for Permit $495.62 $495.62 January 09, 2024 78-495 Calle Tampico Page 1 of 2 Submittal Name Status Received Date Due Date Complete Date Resubmit Completed Building Review (1 Day) v.1 Requires Re -submit 11/09/2023 11/13/2023 11/13/2023 Yes Yes Item Review Name Department Assigned User Status Assigned Due Completed Date Date Date Building (1 Day) Building Anaya, Julio Revisions Required 11/09/2023 11/13/2023 11/13/2023 Submittal Name Status Received Date Due Date Complete Date Resubmit Completed Building Review (1 Day) v.2 Approved 11/20/2023 11/21/2023 11/22/2023 No Yes Item Review Name Department Assigned User Status Assigned Due Completed Date Date Date Building (1 Day) Building Anaya, Julio Approved 11/20/2023 11/21/2023 11/21/2023 Workflow Step / Action Name Application Completeness Check v.1 Submittal Document Verification v.1 Action Type Generic Action Start Date 11/09/2023 13:39 End Date 11/09/2023 13:39 11/09/2023 13:39 Plan Check v.1 11/09/2023 0:00 11/22/2023 7:58 Building Review (1 Day) v.1 Receive Submittal 11/09/2023 0:00 11/13/2023 8:17 Building Review (1 Day) v.2 Receive Submittal 11/20/2023 0:00 11/22/2023 7:58 Permit Issuance v.1 11/22/2023 8:00 12/05/2023 13:37 Verify Contractor info & Conditions have been met v.1 Generic Action 11/22/2023 8:00 Verify & Invoice Fees v.1 Generic Action 11/22/2023 8:00 Verify Fee Payment & Issue Permit v.1 Generic Action 12/05/2023 13:37 Print, Attach, and Email Building Permit v.1 Create Report 12/05/2023 13:37 12/05/2023 13:37 Pool Permit Inspection v.1 Pre-Gunite v.1 Inspection Underground Plumbing v.1 Inspection Underground Electrical v.1 Inspection Underground Gas v.1 Inspection Deck Bond v.1 Inspection Pre -Plaster v.1 Inspection Footing v.1 Inspection Bond Beam v.1 Inspection Inspections - Final v.1 Final Pool v.1 Inspection January 09, 2024 78-495 Calle Tampico Page 2 of 2 PCxA WEST, FAIRWAYS t"SOUX110N Notice of Architectural Review October 9, 2023 Stephanie McCartney Daniel Griffith 81180 Legends Way La Quinta, CA 92253 Re: Architectural Approval: 81180 Legends Way — Legends SBA Backyard Hardscape to Include: New Pool & Spa, BBQ Island, Fire Pit, Pavers, Outdoor Shower and Gate Dear PGA WEST Fairways Homeowner: The Architectural Review Committee has reviewed your application for the item(s) listed above at your property. I am pleased to inform you that the Committee has APPROVED your application. Enclosed is Exhibit C — the Compliance Review Request form. Please complete this form after the work is completed to have your project inspected and your performance deposit refunded. You may return it via mail to the address below or email the Architectural and Compliance Administrator —Barbra Johnson If you have any questions, please contact our office at 760-862-6332 or by email to PGAWESTFai-rways@managementtrust.com Sincerely, For the Architectural Committee PGA WEST Fainvays Association ;CAM, PCAM I General Manager Trust, Desert Division C — Compliance Review Request cc: Lot File Architectural Committee PGA West Fairways P.D. Box 1690 La Quinta, CA 92247 BPOL2023-1066 W W W W W W W W W W 3" DRAIN LINE TO RUN TO STREET SIDE POP UP BUBBLER MAIN HOUSE 400 AMP EXISTING ELECTRICAL PANEL EXISTING GAS METER TING GATE SELF -LATCHING HARDWARE SHALL BE LOCATED ON THE POOLSIDE 4, HOMEOWNER TO SUPPLY NEW COLD PLUNGE p a AND TO BE INSTALLED BY MELO'S POOLS PER MANUFACTURER INSTRUCTIONS, NEW MEXICAN BENCH PEBBLE DECK FOR COLD PLUNGE AREA UI 2 NEW BLOCK WALLS WITH SMOOTH STUCCO FINISH APPROX. 60" HT. PER CITY CODE - a. a' w Z y' J NEW CONCRETE ACID OR SAND FINISH WALK WAY WITH ARTIFICIAL TURF IN BETWEEN AS SHOWN a EXISTING 5' HT. BLOCK WALL W 1111111111MI11111 9011111561% 225' - 1" DIAMETER ELECTRIC CONDUIT D 10 AWG FEEDER CONDUCTORS 190' - 2" POLYPROPYLENE GAS PIPE FROM GAS METER TO POOL EQUIPMENT W 205' - 2" POLYPROPYLENE GAS PIPE FROM _ R OPETY LINE W W W W W W W W W W W W W W W W W W W W W W W L W W W W W W W W W W W W W W W W W ®W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W u W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W CI TY OF LA QU N TA BU LCl N G CI VI 9 ON REVI EVED FCR COCE COPRLI AV CE we J.ANAYA ovE: 11191leau POOL AND SPA,BBQ AND FIRE PIT AT REAR YARD [POOL ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. APPROVED SITE PLAN AND WET STAMPED POOL ENGINEERING SHEET REQUIRED TO BE ONSITE FOR INSPECTION. TWO DROWNING PREVENTION SAFETY FEATURES AND THE REQUIRED ENCLOSURE SHALL BE IN PLACE AT PRE -PLASTER INSPECTION. 2022 CALIFORNIA BUILDING CODE. Y W IIIIIII� IIIIIII� II ®III'%1v WINII/I GAS METER TO BBQ ISLAND/FIRE PIT GAS. NEW CONCRETE DECKING ACID OR SAND FINISH WITH ARTIFICIAL GRASS STRIPS AS SHOWN NEW ARTIFICIAL GRASS AREA AS SHOWN 3" DRAIN LINE TO RUN TO STREET SIDE POP UP BUBBLER NEW WROUGHT IRON GATE AND FENCE PER CITY CODE, T WIDE SELF CLOSING GATE WITH SPACING OF 3", FENCE AT +4' HT PAINTED BLACK �rili it — i®® r . � ELI ''■■�J�ft���Gis1���� , ' 1�� � ��QI II�� ale �� ■ TROM P.L. 1NEW SPA ! it PROPERTY LINE EXISTING 5' HT. BLOCK WALL LU J Q� NEW CONCRETE ACID OR SAND FINISH WALK WAY a WITH ARTIFICIAL TURF IN BETWEEN AS SHOWN a POOL / SPA LIGHT JUNCTION BOX POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER SPA AIR LINE POOL EOUIPMENT 50 AMP SUBPANEL WITH 36" CLEARANCE AT FRONT AND SIDE (CEC 110.26 (A) ( 1 POOL EQUIPMENT: 400,000 BTU HEATER *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED EXISTING GATE SELF -LATCHING HARDWARE SHALL BE LOCATED ON THE POOLSIDE EXISTING GATE TO BE REPAIRED 5'-0" BQ SETBACK FROM P.L. 3" DRAIN LINE TO RUN TO STREET SIDE POP UP BUBBLER Note Pool excavation shall be inspected by soils engineer prior to steel placement. As a condition of the use of Pool Engineering, Inc. structural plans, Soils Engineer shall certify that the pool bottom conforms to Structural Note 1 on Standard Pool Structural Plan. SITE PLAN REVIEWED 231048I dg for oon ance to structural details M ompson ,- r rJM1 Pod Engineering. Inc. r Stiuclural details shall lake precedence over conklicls with site plan. 11/07/2023 POOL SPECIFICATIONS TYPE: GUNITE POOL SIZE: 40'-0" X 19'-0" WATER DEPTH: 3'-0" TO 5'-6" SURFACE AREA: 760 SF PERIMETER: 118 FT VOLUME: 24,225 GAL SPA SIZE: 12'-0" X 8'-0" WATER DEPTH: 3'-01, SURFACE AREA: 96 SF PERIMETER: 40 FT VOLUME: 2,160 GAL POOL EQUIPMENT FILTER: PENTAIR SIZE: CCP520 CARTRIDGE GAS LINE: FM CIRCULATION INTELLIFLO VARIABLE PUMP: SPEED PUMP JET PUMP: SAME AS CIRCULATION SIZE: N/A HEATER: PENTAIR MASTER TEMP HIGH PERFORMANCE SIZE: 400,000 BTUS SALTWATER SYSTEM: IC-40 CHLORINE SYSTEM: N/A POOL LIGHTS: (4) PENTAIR MICRO/WARM WHITE SPA LIGHTS: (1) PENTAIR MICRO/WARM WHITE CONTROL SYSTEM: INTELLICENTER W ON/OFF INDOOR REMOTE DRAWING INDEX CS - COVER SHEET A1.1 - SITE PLAN P1.0 - POOL PLAN P2.0 - SECTIONS AND DETAILS D1.0 - DEMO PLAN ABBREVIATION LIST B.O. - BOTTOM OF BND. BM. - BOND BEAM C.L. - CENTER LINE CONC. - CONCRETE EXT. - EXTERIOR INT. - INTERIOR F.G. - FINISHED GRADE F.F. - FINISHED FLOOR P.L. - PROPERTY LINE T.O. - TOP OF T.O.B. - TOP OF BEAM TYP. - TYPICAL W.D. - WATER DEPTH SYMBOL LEGEND - GAS GAS GAS - PROPERTY LINE GAS LINE ELECTRICAL CONDUIT PVC SUCTION LINE PVC RETURN LINE POOL RETURN JET RETURN SPA / JET SUCTION METER GAS O GAS STUB ELECTRICAL PANEL 0 ELECTRICAL OUTLET SKIMMER [� AUTOFILL MAIN DRAINS POOL/SPA LIGHT POOL EQUIPMENT SECTION 1 SECTION IDENTIFICATION L1.1 SHEET LOCATION DETAIL 1 DETAIL IDENTIFICATION L1.1 SHEET LOCATION POOLS AND OUTDOORS 77-530 Enfield Ln, Bldg. A Palm Desert, CA 92211 T. 760.341.3505 E:Jonathan@melospoolsandoutdoors.com LIC # C53-954374 Important Notice - Underground Service Alert VAN DIAL wBEFORE��)TVVIOIKING DAYSBEFOREYOU DIGyou TOLL FREE A PUBLIC UNDERGROUND DIG 1-800-227-2600 SERVICE BY SERVICE ALERT know what's BELOW? CALL 811 before you dig CLIENT: STEPHANY MCCARTNEY STEPHGGRIFFITH@GMAIL.COM CLIENT SIGNATURE: PROJECT: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 DRAWN: J.E. SIGNATURE DATE: 11 /06/2023 REVISIONS: SCALE: SHEET: 1/8 " = V-0" SITE PLAN ,Digitally signed by Matthew Thompson on 11/07/2023 - 1699344000 - 23-10987-dg ADDRESS: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 OCCUPANCY: R-1-C SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V-B SCOPE OF WORK: INSTALLATION OF NEW POOL AND SPA OWNER NAME: STEPHANY MCCARTNEY PHONE: --- EMAIL: STEPHGGRIFFITH@GMAIL.COM CONTRACTOR MELO'S POOLS AND OUTDOORS 77-530 ENFIELD LN., BLDG. A PALM DESERT, CA 92211 T: 760.341.3505 E: design@melospoolsandoutdoors.com LIC # C53-954374 PROJECT SITE Important Notice - Underground Service Alert SITE know what's BELOW? CALL 811 before you dig PROJECT DATA OBLIGATIONS OF BUYER: APPROVE POOL AND SPA ELEVATIONS AND VERIFY LOCATION OF PROPERTY LINES IF REQUIRED, THE OWNER SHOULD PAY FOR RE-ROUTING OF OVERHEAD OR UNDERGROUND UTILITIES. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO UNDERGROUND OBSTACLES, ROCK OR WATER. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO SOIL WITH INADEQUATE BEARING CAPACITY. IF REQUIRED THE OWNER SHOULD PAY FOR ELECTRICAL PANEL CHANGES IF EXISTING SERVICE IS INADEQUATE. IF REQUIRED THE OWNER SHOULD PROVIDE FENCING AND WINDOW GLAZING TO LOCAL CODES. AGREE THAT MELO'S POOLS AND SPAS INC. IS NOT RESPONSIBLE FOR UNDERGROUND CONDIOTIONS, ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, SPRINKLES, LIGHTING OR OTHER ITEMS IN THE ACCESS AREA. OWNER APPROVES PLAN, POOL AND EQUIPMENT LOCATIONS AND HAS READ THE OBLIGATIONS AND NOTICES ABOVE. PROJECT SUPERVISOR: SIGNATURE(S): DATE: A.M. SUPPLY BODY HOOK POLE ON AT LEAST 12 FT. LONG SUPPLY LIFE RING (17" DIAMETER) WITH ROPE ATTACHED (ROPE TO SPAN WIDEST WIDTH OF WATER BODY) CONDUIT AND GAS LINE SHALL BE 18" BELOW GRADE GATE SHALL BE SELF -CLOSING, SELF -LATCHING (LATCH TO BE 54" ABOVE GRADE) AND SHALL SWING OUTWARD AWAY FROM POOL AREA. HAND ACTIVATED GATE -OPENING HARDWARE MUST BE LOCATED NO LESS THAN 42" AND NO MORE THAN 44" ABOVE DECK) ALL POOL CORNERS MUST BE COVED AND EDGING MUST BE ROUNDED. DEPTH MARKERS NUMERALS 4" MIN. & CONTRASTING COLOR, SLIP RESISTANT AND NO MORE THAN 3' FROM WATER. GATES AND DOORS MUST BE CAPABLE OF BEING LOCKED DURING TIMES WHEN THE POOL IS CLOSED. THE POOL ENCLOSURE MUST HAVE AT LEAST ONE MEANS OF EGRESS WITHOUT A KEY FOR EMERGENCY PURPOSES. IF MULTIPLE GATES/DOORS ARE PROVIDED AND ONLY ONE MEANS OF EGRESS IS PROVIDED, THIS GATE/DOOR MUST BE CLEARLY LABELED WITH A SIGN STATING "EMERGENCY EXIT" IN MIN. 4" LETTERING. THE POOL ENCLOSURE MUST BE CONSTRUCTED SO THAT ALL PERSONS WILL BE REQUIRED TO PASS THROUGH COMMON POOL ENCLOSURE GATES OR DOORS IN ORDER TO GAIN ACCESS TO THE POOL AREA. ALL GATES AND DOORS EXITING THE POOL AREA MUST OPEN INTO A PUBLIC AREA. THE POOL ENCLOSURE MUST HAVE A MINIMUM EFFECTIVE HEIGHT OF 5 FT AS MEASURED FROM THE OUTSIDE. THE DECK MUST BE CONSTRUCTED OF CONCRETE OF LIKE MATERIAL THAT IS SLIP -RESISTANT, CLEANABLE, AND NON-ABRASIVE. MATERIALS OTHER THAN BRUSHED CONCRETE MUST BE SUBMITTED TO THE RIVERSIDE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH FOR REVIEW AND OBTAIN WRITTEN APPROVAL PRIOR TO ANY WORK BEING STARTED. RECIRCULATION SYSTEM: THE MINIMUM TURNOVER RATES ARE AS FOLLOWS: • WADING POOL 1 HR OR LESS • SPA POOL 2 HR OR LESS • MEDICAL POOL 2 HR OR LESS ALL OTHER TYPES OF PUBLIC POOLS 6 HOURS OR LESS ALL COMPONENTS OF THE SYSTEM MUST MEET NSF/ANSI-50 CERTIFICATION AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. EACH PUMP ON A POOL SYSTEM MUST BE CONNECTED TO AT LEAST TWO SUCTION OUTLETS. THE SUCTION OUTLETS MUST BE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH ONE OR MORE "T" FITTINGS AND SEPARATED BY A DISTANCE OF AT LEAST 3 FT. SUCTION OUTLETS MUST BE COVERED WITH AN APPROVED DRAIN COVER WHICH MEETS THE CURRENT PERFORMANCE STANDARD. THE DRAIN COVER MUST BE RATED TO MEET OR EXCEED THE FLOW RATE OF THE PUMP. THE POOL MUST PROVIDE CONTINUOUS SKIMMING OF THE POOL WATER, WITH A MINIMUM 100 PERCENT OF THE REQUIRED FLOW RATE COMING THROUGH THE SKIMMERS. ONE SKIMMER MUST BE PROVIDED FOR EVERY 500 SQ. FT. OF POOL WATER SURFACE OR ENOUGH TO MEET THE REQUIRED PUMP RATE, WHICHEVER IS GREATER. SKIMMERS MUST: • BE RECESSED INTO THE WALL • HAVE AN AIR LOCK PROTECTIVE DEVICE REMOVABLE BASKET ACCESSIBLE FROM THE DECK, AND A APPROVED SKIMMING WEIR. • NOT TO BE USED IN POOLS WITH MORE THAN 5,000 SQ. FT. OF POOL WATER SURFACE AREA. IF USED, SKIMMER EQUALIZER LINES MUST BE CONNECTED TO AT LEAST 2 SUCTION OUTLETS LOCATED AT LEAST 3 FT APART. GENERAL NOTES RETURN INLETS MUST BE LOCATED TO ENHANCE WATER CIRCULATION AND BE INSTALLED WITH APPROVED DIRECTIONAL FITTINGS. TWO RETURN INLETS ARE REQUIRED FOR THE FIRST 10,000 GALLONS AND ONE RETURN INLET FOR EACH ADDITIONAL 10,000 GALLONS OR FRACTION THEREOF. RETURN INLETS MUST BE LOCATED AT LEAST 18 IN BELLOW THE WATER LINE AND MUST BE AT LEAST 10 FT APART, EXCEPT FOR SPAS AND WADERS. FOR POOLS OVER 40 FT IN WIDTH OR GRATER THAN 3,000 SQ FT IN AREA, APPROVED FLOOR MOUNTED INLETS ARE REQUIRED. ALL PIPING AND FITTINGS MUST BE APPROVED FOR PORTABLE WATER SUPPLY. PLUMBING MUST BE SIZED SO THAT THE RATE OF FLOW DOES NOT EXCEED 6 FT. PER SECOND IN ALL SUCTION LINES AND 8 FT. PER SECOND FORT ALL RETURN LINES. THE RECIRCULATION SYSTEM MUST BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS INDICATING THE DIRECTION OF WATER FLOW. IF MORE THAN ONE SYSTEM IS LOCATED ON SITE, THE EQUIPMENT MUST BE IDENTIFIED AS TO WHICH SYSTEM IT SERVES. FLOWMETER AND GAUGES: A PRESSURE AND VACUUM GAUGE MUST BE PROVIDED FOR EACH PUMP SYSTEM. EACH GAUGE MUST HAVE A SCALE RANGE APPROXIMATELY 1 a TIMES THE MAXIMUM ANTICIPATED WORKING PRESSURE OR VACUUM AND MUST BE ACCURATE TO WITHIN 2 PERCENT OF SCALE. A FLOW -METER MUST BE INSTALLED ON EACH RE -CIRCULATION SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND BE ACCURATE TO WITHIN 10 PERCENT OF FLOW. ALL GAUGES AND FLOW -METERS SHALL BE LOCATED SO THEY CAN BE EASILY READ WITHOUT THE NEED TO CLIMB OVER EQUIPMENT OR PIPING. DECK: 2500 PSI, 4" THICKNESS, NO STEEL REINFORCEMENT. A MINIMUM 4 FT. WIDE CONTINUOUS AND UNOBSTRUCTED DECKING (MEASURED FROM THE WATER EDGE OF THE COPING) MUST BE PROVIDED AROUND THE POOL. OCCUPANT LOAD: YARDS, PATIOS, OCCUPIED ROOFS, COURTS AND SIMILAR OUTDOOR AREAS ACCESSIBLE TO AND USABLE BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS AS REQUIRED BY THIS CHAPTER. THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE. WHERE OUTDOOR AREAS ARE TO BE USED BY PERSONS IN ADDITION TO THE OCCUPANTS OF THE BUILDING, AND THE PATH OF EGRESS TRAVEL FROM THE OUTDOOR AREAS PASSES THROUGH THE BUILDING, MEANS OF EGRESS REQUIREMENTS FOR THE BUILDING SHALL BE BASED ON THE SUM OF THE OCCUPANT LOADS OF THE BUILDING PLUS THE OUTDOOR AREAS. THE NUMBER OF OCCUPANTS SHALL BE COMPUTED AT THE RATE OF ONE OCCUPANT PER UNIT OF AREA AS PRESCRIBED IN TAB LE 1004.5 SWIMMING POOLS HAVE A LOAD FACTOR OF 50 GROSS SQUARE FEET IN ADDITION TO THE DECK, WHICH HAS A LOAD FACTOR OF 15 GROSS SQUARE FEET AS PRESCRIBED IN TABLE 1004.5. POOL EQUIPMENT AREA: EQUIPMENT FOR RE -CIRCULATION, FILTRATION AND DISINFECTION OF POOL WATER MUST BE INSTALLED SO THAT ACCESS IS LIMITED TO PERSONS AUTHORIZED BY THE POOL OWNER OR OPERATOR. ALL FILTERS, VALVES, PUMPS, STRAINERS AND EQUIPMENT MUST BE READILY ACCESSIBLE FOR REPAIR AND REPLACEMENT. POOL EQUIPMENT MUST BE MOUNTED ON A CONTINUOUS SLAB OF CONCRETE SLOPED a INCH PER FT. TO A DRAIN (EXCEPT AT THE POINT WHERE THE PIPE(S) EMERGE FROM GROUND. EQUIPMENT SHALL NOT BE INSTALLED IN PITS. POOL EQUIPMENT SHALL BE ENCLOSED AS FOLLOWS PER CBC SECTION 312213: 1. ALL EQUIPMENT INSTALLED FOR RECIRCULATION, FILTRATION AND DISINFECTION OF POOL WATER SHALL BE INSTALLED SO THAT ACCESS IS LIMITED TO PERSONS AUTHORIZED BY THE POOL OWNER OR OPERATOR; AND 2. POOL EQUIPMENT SHALL BE MOUNTED ON A CONTINUOUS SLAB OF CONCRETE OR OTHER EQUIVALENT EASILY CLEANABLE AND NONABSORBENT MATERIAL; AND 3. FLOORS SHALL BE SLOPED AT MINIMUM OF 4" (6.4MM) PER FOOT TO A DRAIN. CHEMICAL FEEDERS: AN APPROVED AUTOMATIC DISINFECTANT FEEDER OR CHLORINATOR(S) IS REQUIRED TO BE INSTALLED ON THE RE -CIRCULATION SYSTEM OF EVERY POOL AND/OR SPA. MODELS, WHICH ALLOW FUMES TO ESCAPE, MUST NOT BE INSTALLED IN ANY ROOM THAT IS NOT PROPERLY VENTED. CHEMICAL FEEDERS MUST BE CONSTRUCTED WITH AN ADJUSTABLE OUTPUT RATE DEVICE TO ALLOW REPEATED ADJUSTMENTS WITHOUT LOSS OF OUTPUT RATE ACCURACY AND ADJUSTED BY AN AUTOMATIC CHEMICAL MONITORING AND CONTROL SYSTEM. ALL DISINFECTANT FEEDERS SHALL BE SIZED AT A RATE EQUIVALENT AT LEAST 3 POUNDS OF CHLORINE PER 10,000 GALLONS OF POOL WATER PER DAY. PIPING USED FOR THE CHEMICAL FEEDER AND ITS AUXILIARY EQUIPMENT MUST BE RESISTANT TO CORROSION OR CHEMICAL DETERIORATION. FILL LINE AND BACKFLOW DEVICES: POTABLE WATER MUST BE SUPPLIED VIA A PERMANENTLY INSTALLED FILL LINE PROTECTED BY AN APPROVED BACK FLOW PREVENTION DEVICE. THE FOLLOWING BACK -FLOW PREVENTION DEVICES ARE THE MINIMUM PROTECTION REQUIRED ON FILL LINES OF ALL POOLS AND SPAS: • AN ATMOSPHERIC VACUUM BREAKER IS REQUIRED FOR BELOW RIM LINES WITH NO DOWNSTREAM VALVING. • A PRESSURE VACUUM BREAKER IS REQUIRED FOR AUTOMATIC FILL LINES WITH DOWNSTREAM VALVING. • A REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTION DEVICE IS REQUIRED FOR FILL LINES CONNECTED TO A FILTRATION LINE OR ANY PRESSURIZED LINE. AN ADEQUATE NUMBER OF HOSE BIBS ARE REQUIRED IN THE POOL AREA TO ALLOW A 75 FT. HOSE TO REACH ALL PARTS OF THE DECK. IN ADDITION, A HOSE BIB IS REQUIRED IN THE POOL EQUIPMENT AREA. AN APPROVED, NON -REMOVABLE BACK -FLOW DEVICE MUST PROTECT EACH HOSE BIB. POOL ENCLOSURE: THE ENCLOSURE, DOORS AND GATE SHALL MEET ALL OF THE FOLLOWING SPECIFICATIONS: 1. SHALL HAVE A MINIMUM EFFECTIVE PERPENDICULAR HEIGHT IF 5 FEET (1524 MM) AS MEASURED FROM THE OUTSIDE AS DEPICTED IN FIGURE 31 B-4; AND 2. OPENINGS, HOLES, OR GAPS IN THE ENCLOSURE, DOORS AND/OR GATES SHALL NOT ALLOW THE PASSAGE OF A 4 INCH (102 MM) DIAMETER SPHERE. THE ENCLOSURE SHALL BE CONSTRUCTED OVER A HARD AND PERMANENT MATERIAL EQUIVALENT TO CONCRETE; AND 3. THE ENCLOSURE SHALL BE DESIGNED AND CONSTRUCTED SO THAT IT CANNOT BE READILY CLIMBED BY SMALL CHILDREN. HORIZONTAL AND DIAGONAL MEMBER DESIGNS WHICH MIGHT SERVE AS A LADDER FOR SMALL CHILDREN ARE PROHIBITED. HORIZONTAL MEMBERS SHALL BE SPACED AT LEAST 48 INCHES (1219 MM ) APART. NO PLANTERS OR OTHER STRUCTURES THAT CAN BE CLIMBED SHALL BE PERMITTED WITHIN 5 FEET (1524 MM) OF THE OUTSIDE OF THE POOL ENCLOSURE OR WITHIN 5 FOOT (1524 MM) ARC AS DEPICTED IN FIGURE 31 B-5. THE AREA 5 FEET (1524 MM) OUTSIDE OF THE POOL ENCLOSURE SHALL BE A COMMON AREA OPEN TO THE PUBLIC; AND 4. CHAIN LINK MAY BE USED, PROVIDED THAT THE OPENINGS ARE NOT GREATER THAN 1 4 INCHES (44 MM) MEASURED HORIZONTALLY. CITY NOTES CITY OF LA QUINTA GENERAL NOTES CONSTRUCTION HOURS: OCTOBER 1 ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE ALLOWED CONSTRUCTION HOURS SET BY THE CITY OF LA QUINTA. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, ORE WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED TO: (a) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); (b) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND (C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. CALIFORNIA BUILDING CODE THIS PROJECT SHALL COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS POOL SPECIFICATIONS TYPE: GUNITE POOL SIZE: 40'-0" X 19'-0" WATER DEPTH: 3'-0" TO 5'-6" SURFACE AREA: 760 SF PERIMETER: 118 FT VOLUME: 24,225 GAL n SIZE: 12'-0" X 8'-0" WATER DEPTH: 3'-0" SURFACE AREA: 96 SF PERIMETER: 40 FT VOLUME: 2,160 GAL POOL EQUIPMENT FILTER: PENTAIR SIZE: CCP520 CARTRIDGE GAS LINE: FM CIRCULATION INTELLIFLO VARIABLE PUMP: SPEED PUMP JET PUMP: SAME AS CIRCULATION SIZE: N/A HEATER: PENTAIR MASTER TEMP HIGH PERFORMANCE SIZE: 400,000 BTUS SALTWATER SYSTEM: IC-40 CHLORINE SYSTEM: N/A POOL LIGHTS: (4) PENTAIR MICRO/WARM WHITE SPA LIGHTS: (1) PENTAIR MICRO/WARM WHITE CONTROL SYSTEM: INTELLICENTER W ON/OFF INDOOR REMOTE DRAWING INDEX CS - COVER SHEET A1.1 - SITE PLAN P1.0 - POOL PLAN P2.0 - POOL SECTIONS AND DETAILS D1.0 - DEMO PLAN ABBREVIATION LIST B.O. - BOTTOM OF BND. BM. - BOND BEAM C.L. - CENTER LINE CONC. - CONCRETE EXT. - EXTERIOR INT. - INTERIOR F.G. - FINISHED GRADE F.F. - FINISHED FLOOR P.L. - PROPERTY LINE T.O. - TOP OF T.O.B. - TOP OF BEAM TYP. - TYPICAL W.D. - WATER DEPTH SYMBOL LEGEND - GAS GAS GAS - PROPERTY LINE GAS LINE ELECTRICAL CONDUIT PVC SUCTION LINE PVC RETURN LINE POOL RETURN JET RETURN SPA / JET SUCTION GAS METER V__W / S POOLS AND OUTDOORS 77-530 Enfield Ln, Bldg. A Palm Desert, CA 92211 T. 760.341.3505 E: Jonathan@melospoolsandoutdoors.com LIC # C53-954374 CLIENT: STEPHANY MCCARTNEY STEPHGGRIFFITH@GMAIL.COM CLIENT SIGNATURE: PROJECT: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 DRAWN: J.E. SIGNATURE DATE: 11/06/2023 REVISIONS: GAS STUB ELECTRICAL PANEL ELECTRICAL OUTLET SKIMMER AUTOFIL SCALE: MAIN DRAINS SHEET: POOL/SPA LIGHT POOL EQUIPMENT SECTION 1 SECTION IDENTIFICATION L1.1 SHEET LOCATION DETAIL 1 DETAIL IDENTIFICATION L1.1 SHEET LOCATION NTS COVER SHEET EXISTING ELECTRICAL PANEL EXISTING GAS METER GATE SELF -LATCHING HARDWARE SHALL BE LOCATED ON THE POOLSIDE EXISTING 5' HT. BLOCK WALL EXISTING POOL & SPA TO BE REMOVED G I I I I I I ERNE I \ l I — I � II - ------ ----- -- JI / I � --I O I / I • . a �• . °. " ., . • " • . " e n n '° a .• " •, . .9 • n • e • n • . • ee e8 . n • ne 8. XiSTI n. e• .. e � 9 r e a a" 9 J. , e • .. a°.. EXISTING POOL m PROPERTY LINE ALL EXISTING LANDSCAPE AND HARDSCAPE TO REMAIN IN COURTYARD AREA EXISTING 5' HT. BLOCK WALL Mi TING TREES TO BE REMOVED BY OTHE LOCATED ON THE POOLSIDE E, EXISTING HARDSCAPE TO BE REMOVED EXISTING BBQ ISLAND TO BE REMOVED, GAS LINE AND ELECTRICAL TO REMAIN 121 EXISTING TREES TO BE REMOVED BY OTHERS POOL SPECIFICATIONS TYPE: GUNITE POOL SIZE: 40'-0" X 19'-0" WATER DEPTH: 3'-0" TO 5'-6" SURFACE AREA: 760 SF PERIMETER: 118 FT VOLUME: 24,225 GAL SPA SIZE: 12'-0" X 8'-0" WATER DEPTH: 3'-0" SURFACE AREA: 96 SF PERIMETER: 40 FT VOLUME: 2,160 GAL POOL EQUIPMENT FILTER: PENTAIR SIZE: CCP520 CARTRIDGE GAS LINE: FM CIRCULATION INTELLIFLO VARIABLE PUMP: SPEED PUMP JET PUMP: SAME AS CIRCULATION SIZE: N/A HEATER: PENTAIR MASTER TEMP HIGH PERFORMANCE SIZE: 400,000 BTUS SALTWATER SYSTEM: IC-40 CHLORINE SYSTEM: N/A POOL LIGHTS: (4) PENTAIR MICRO/WARM WHITE SPA LIGHTS: (1) PENTAIR MICRO/WARM WHITE CONTROL SYSTEM: INTELLICENTER W ON/OFF INDOOR REMOTE DRAWING INDEX CS - COVER SHEET A1.1 - SITE PLAN P1.0 - POOL PLAN P2.0 - SECTIONS AND DETAILS D1.0 - DEMO PLAN ABBREVIATION LIST B.O. - BOTTOM OF BND. BM. - BOND BEAM C.L. - CENTER LINE CONC. - CONCRETE EXT. - EXTERIOR INT. - INTERIOR F.G. - FINISHED GRADE F.F. - FINISHED FLOOR P.L. - PROPERTY LINE T.O. - TOP OF T.O.B. - TOP OF BEAM TYP. - TYPICAL W.D. - WATER DEPTH SYMBOL LEGEND - GAS GAS GAS - PROPERTY LINE GAS LINE ELECTRICAL CONDUIT PVC SUCTION LINE PVC RETURN LINE < POOL RETURN . JET RETURN j SPA / JET SUCTION METER GAS O GAS STUB ELECTRICAL PANEL ELECTRICAL OUTLET SKIMMER C� AUTOFIL MAIN DRAINS POOL/SPA LIGHT POOL EQUIPMENT SECTION 1 SECTION IDENTIFICATION L1.1 SHEET LOCATION DETAIL 1 DETAIL IDENTIFICATION L1.1 SHEET LOCATION VI E-0'S POOLS AND OUTDOORS 77-530 Enfield Ln, Bldg. A Palm Desert, CA 92211 T. 760.341.3505 E:Jonathan@melospoolsandoutdoors.com LIC # C53-954374 Important Notice - Underground Service Alert DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG TOLL FREE A PUBLIC UNDERGROUND YOU DIG 1-800-227-2600 SERVICE BY SERVICE ALERT know what's BELOW? CALL 811 before you dig CLIENT: STEPHANY MCCARTNEY STEPHGGRIFFITH@GMAIL.COM CLIENT SIGNATURE: PROJECT: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 DRAWN: J.E. SIGNATURE t t DATE: 11/06/2023 REVISIONS: SCALE: SHEET: 1 /8" = V -0" DEMO PLAN POOL SPECIFICATIONS POOL AT 0" WITH MAYRA LIMESTONE COPING WITH MODERN EDGE, DIAMOND SCALE WATERLINE TILE, AQUA WHITE MINI PEBBLE INTERIOR FINISH, TANNING SHELF AT 9" WATER DEPTH, (2) UMBRELLA SLEEVES & (2) BUBBLERS 19' 2 \ / 1 RAISED WATER FEATURE WALL AT + 18" HEIGHT, DIAMOND SCALE WATERLINE TILE EXTERIOR FACE AND TOP, (3) 8' SHEER DESCENTS +18„ 5 SPA AT 0", 1 " x 2" TUX WHITE TILE SPILLWAY, AQUA WHITE MINI PEBBLE INTERIOR FINISH, UNDERWATER SEATING BENCH AT 18" WATER DEPTH, (7) JETS ALONG THE SPA WALLS 40' 12' 13' 1 2' 1 ' (4) 11 ' 2' SKIMMER 7 0" 7 0" 18 W D 9 , A. �o 18" WD 1'-6" 2 *A-LPIOGOHLT 4'-411 4'-4" 4'-4" P��T 1'-5" UMBRELLA � �O SLEEVES 6 8' 1,_5„ O 0 m 0 BUBBLERS O 18" WD 1' -2" O SPLIT MAIN DRAIN O 9„ WD SUCTION MINIMUM 3' APART. milli 1' ANTI -COVERS 10" ASME / ANSI 8 POOL 8 POOL 8 POO APPROVED 7 LIGHT LIGHT LIGH 71 -6 8 -6 8 8 -6 7 -611 0„ 14'77 -2" 2 L u W L1J L u 1 2 P2.0 P2.0 2 O Q � Q Q o o i� ern Ln nn 2 2 + 18" 8' S'-4" 8' S'-4" 8' 2'-8" MATERIAL LEGEND 1O POOL FINISH: AQUA WHITE MINI PEBBLE FINISH OWATERLINE TILE: DIAMOND SCALE WATERLINE TILE OTANNING SHELF: 9" WATER DEPTH OSKIMMER: STA-RITE U-3, GRAY, PRODUCT # 08650-3403 OAUTOFILL: AQUASTAR PRODUCT # API-56-2005 OMAIN DRAINS: AQUASTAR: API-25-2101 MFG # A10RCFR2101 OCOPING:MAYRA LIMESTONE COPING WITH MODERN EDGE OPOOL/SPA LIGHTS: (5) PENTAIR MICRO/WARM WHITE LIGHTS OSPILLWAY TILE: TUX WHITE 1" x 2" TILE TYPE: GUNITE POOL SIZE: 40'-0" X 19'-0" WATER DEPTH: 3'-0" TO 5'-6" SURFACE AREA: 760 SF PERIMETER: 118 FT VOLUME: 24,225 GAL SPA SIZE: 12'-0" X 8'-0" WATER DEPTH: 3'-0" SURFACE AREA: 96 SF PERIMETER: 40 FT VOLUME: 2,160 GAL POOL EQUIPMENT FILTER: PENTAIR SIZE: CCP520 CARTRIDGE GAS LINE: FM CIRCULATION INTELLIFLO VARIABLE PUMP: SPEED PUMP JET PUMP: SAME AS CIRCULATION SIZE: N/A HEATER: PENTAIR MASTER TEMP HIGH PERFORMANCE SIZE: 400,000 BTUS SALTWATER SYSTEM: IC-40 CHLORINE SYSTEM: N/A POOL LIGHTS: (4) PENTAIR MICRO/WARM WHITE SPA LIGHTS: (1) PENTAIR MICRO/WARM WHITE CONTROL SYSTEM: INTELLICENTER W ON/OFF INDOOR REMOTE DRAWING INDEX CS -COVER SHEET A1.1 -SITE PLAN P1.0 - POOL PLAN P2.0 - SECTIONS AND DETAILS D1.0 - DEMO PLAN ABBREVIATION LIST B.O. - BOTTOM OF BND. BM. - BOND BEAM C.L. - CENTER LINE CONC. -CONCRETE EXT. -EXTERIOR INT. - INTERIOR F.G. - FINISHED GRADE F.F. - FINISHED FLOOR P.L. - PROPERTY LINE T.O. - TOP OF T.O.B. - TOP OF BEAM TYP. - TYPICAL W.D. - WATER DEPTH SYMBOL LEGEND GAS GAS GAS - PROPERTY LINE GAS LINE ELECTRICAL CONDUIT PVC SUCTION LINE PVC RETURN LINE POOL RETURN JET RETURN SPA / JET SUCTION METER GAS O GAS STUB ELECTRICAL PANEL 0 ELECTRICAL OUTLET SKIMMER AUTOFIL OMAIN DRAINS POOL/SPA LIGHT POOL EQUIPMENT SECTION 1 SECTION IDENTIFICATION L1.1 SHEET LOCATION DETAIL 1 DETAIL IDENTIFICATION L1.1 SHEET LOCATION ME�r'S POOLS AND OUTDOORS 77-530 Enfield Ln, Bldg. A Palm Desert, CA 92211 T. 760.341.3505 E: Jonathan@melospoolsandoutdoors.com LIC # C53-954374 CLIENT: STEPHANY MCCARTNEY STEPHGGRIFFITH@GMAIL.COM CLIENT SIGNATURE: PROJECT: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 DRAWN: J.E. SIGNATURE DATE: 11 /06/2023 REVISION: SCALE: SHEET: 3/8"=1'-01, POOL PLAN POOL SPECIFICATIONS TYPE: GUNITE nl P\A/ FT R P DTT A R E A nl P\A/ FT R P DTT AT +18" HEICjH I UU I Uh C,MU BLUC.K, WRAPPED IN PALM SHADE CAESERSTON E, RUN A GAS LINE, MANUAL CONTROL VALVE, LAVA ROCK COLOR TBD BY OWNER 1 001 1.NEW HARDSCAPE TO BE PORCELAIN PAVERS R11 CROSSOVER PLEASE REFER TO C1 2.MAYRA WHITE LIMESTONE 1" TO BE INSTALLED WITH ACRYLIC THINSET MAPEI OR BETTER 3.MAYRA WHITE LIMESTONE 1" TO BE INSTALLED WITH ACRYLIC THINSET MAPEI OR BETTER 4.4"X8"X 16" C M U PRECISION BLOCK 5.3" CONCRETE SLAB TO BE POURED WITH #3 REBAR 6.3" HEIGHT NOTCH 7.EXISTING NATIVE SOIL &CONCRETE FOOTING AND #4 REBAR 9.1/4"" EASED EDGE, TYP 10.4" CUSION BY OTHER OR HOMEOWNERS PURCHASE BENCH SECTION SCALE-. If 1 1-0 if 4 2,_711 Ewa FIRE PIT AREA PLAN NOTCH FOR L.E.D. STRIP UNDER FIRE I 3 SCALE: 1-0 2 All ' ^,VA ROCK GRATE WITH FIRE ROCK I SHADE CAESERSTONE TO WRAP AROUND FIRE PIT =BAR @ 18" O.C. =BAR CONTINOUS 'X16" CMU BLOCK PORCELAIN PAVER R11 CROSS OVER REFER TO SHEET C1 FOR FURTHER DETAIL ,ETE FOOTING, 3250 PSI 3RADE FIRE PIT SECTION 0 - ��IIIIIIIIIIIIIII SCALE, 1 if 1 1 -0 11 2 POOL SIZE: 40'-0" X 19'-0" WATER DEPTH: T-0" TO 5'-6" SURFACE AREA: 760 SF PERIMETER: 118 FT VOLUME: 24,225 GAL SIZE: 12'-0" X 8'-0" WATER DEPTH: 3'-0" SURFACE AREA: 96 SF PERIMETER: 40 FT VOLUME: 2,160 GAL POOL EQUIPMENT FILTER: PENTAIR SIZE: CCP520 CARTRIDGE GAS LINE: FM CIRCULATION INTELLIFLO VARIABLE PUMP: SPEED PUMP JET PUMP: SAME AS CIRCULATION SIZE: N/A HEATER: PENTAIR MASTER TEMP HIGH PERFORMANCE SIZE: 400,000 BTUS SALTWATER SYSTEM: IC-40 CHLORINE SYSTEM: N/A POOL LIGHTS: (4) PENTAIR MICRO/WARM WHITE SPA LIGHTS: (1) PENTAIR MICRO/WARM WHITE CONTROL SYSTEM: INTELLICENTER W ON/OFF INDOOR REMOTE DRAWING INDEX CS - COVER SHEET A1.1 - SITE PLAN P1.0 - POOL PLAN P2.0 - SECTIONS AND DETAILS D1.0 - DEMO PLAN ABBREVIATION LIST B.O. - BOTTOM OF BND. BM. - BOND BEAM C.L. - CENTER LINE CONC. - CONCRETE EXT. - EXTERIOR INT. - INTERIOR F.G. - FINISHED GRADE F.F. - FINISHED FLOOR P.L. - PROPERTY LINE T.O. - TOP OF T.O.B. - TOP OF BEAM TYP. - TYPICAL W.D. - WATER DEPTH SYMBOL LEGEND PROPERTY LINE — GAS GAS GAS — GAS LINE - - - - ELECTRICAL CONDUIT PVC SUCTION LINE PVC RETURN LINE < POOL RETURN . JET RETURN j SPA / JET SUCTION .4-r-d GAS METER O GAS STUB ELECTRICAL PANEL ELECTRICAL OUTLET SKIMMER AUTOFIL MAIN DRAINS 777 POOL/SPA LIGHT POOL EQUIPMENT SECTION 1 SECTION IDENTIFICATION L1.1 SHEET LOCATION DETAIL 1 DETAIL IDENTIFICATION L1.1 SHEET LOCATION POOLS AND OUTDOORS 77-530 Enfield Ln, Bldg. A Palm Desert, CA 92211 T. 760.341.3505 E: Jonathan@melospoolsandoutdoors.com LIC # C53-954374 CLIENT: STEPHANY MCCARTNEY STEPHGGRIFFITH@GMAIL.COM CLIENT SIGNATURE: PROJECT: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 DRAWN: J.E. SIGNATURE DATE: 11 /06/2023 REVISION: SCALE: PER DRAWING SHEET: FIREPIT PLAN NEW BBQ ISLAND AT 36" HT., PALM SHADE CAESAR STONE COUNTERS, IPE WOOD EXTERIOR FACES FOR BBQ ISLAND ONLY, GAS LINE FOR APPLIANCES, ELECTRICITY, DRAIN AND WATER, OUTDOOR GFCI OUTLET 3' - 0" 1 ; BBC 36" DCS SERIES 9 NATURAL GAS GRILL WITH ROTISSERIE (BE1-36RC-N) WITH DCS 36" DOUBLE ACCESS DOOR (ADN1- 20X36) HISENSE 24" WIDE STAINLESS STEEL BUILT IN WITH GLASS DOOR 0 4 C 6" 1 2' - 6" I -6.1, 2'-7„ GFCI ISLAND PLAN — SCALE: 211111-011= H 2 SHADE CAESAR STONE COUNTERS, SMOOTH STUCCO EXTERIOR FACE TO MATCH ARCHITECTURE FOR BAR ISLAND ONLY, GAS LINE FOR APPLIANCES, ELECTRICITY, DRAIN AND WATER, OUTDOOR GFCI OUTLET 1 3' -411 BAR ISLAND PLAN- 0SCALEill2 11-0" 81, 2'-6" °' 6" EVO AFFINITY 30G BUILT IN FLATTOP NATURAL GAS DCS 36" DOUBLE ACCESS DOOR GFCI WEATHER RATED OUTLETS (10-0055-NG) (ADN1- 20X36) _ TOP OF BAR 26" BUILT IN NATURAL GAS 31 011 J OUTDOOR PIZZA OVEN (BLZ-26-PZOVN-NG o 0 o L — J F� BBQ == :$ ;°"' ;d. <. : " ",• ap=a:'�dq ;': d TOP OF31-011 ° da, ' ;,d, a a ° ° a -°� ,4 - FOOTING <- _ _ •, < _ n _ F.G. 4" -1' - 01 011 FOOT G -1' - 411 BBQ ELEVATION SCALE—. If 1 1-011 2 S1 LION SATINLESS STEEL DROP IN BIN WITH CONDIMENT TRAY (2853074) BLAZE 50 LBS 15" OUTDOOR RATED ICE MAKER (BLZ-ICEMKR-50GR) BAR ELEVATION SCALE: 111 1 1-011 2 POOL SPECIFICATIONS TYPE: GUNITE POOL SIZE: 40'-0" X 19'-0" WATER DEPTH: 3'-0" TO 5'-6" SURFACE AREA: 760 SF PERIMETER: 118 FT VOLUME: 24,225 GAL SIZE: 12'-0" X 8'-0" WATER DEPTH: 3'-0" SURFACE AREA: 96 SF PERIMETER: 40 FT VOLUME: 2,160 GAL POOL EQUIPMENT FILTER: PENTAIR SIZE: CCP520 CARTRIDGE GAS LINE: FM CIRCULATION INTELLIFLO VARIABLE PUMP: SPEED PUMP JET PUMP: SAME AS CIRCULATION SIZE: N/A HEATER: PENTAIR MASTER TEMP HIGH PERFORMANCE SIZE: 400,000 BTUS SALTWATER SYSTEM: IC-40 CHLORINE SYSTEM: N/A POOL LIGHTS: (4) PENTAIR MICRO/WARM WHITE SPA LIGHTS: (1) PENTAIR MICRO/WARM WHITE CONTROL SYSTEM: INTELLICENTER W ON/OFF INDOOR REMOTE DRAWING INDEX CS - COVER SHEET A1.1 - SITE PLAN P1.0 - POOL PLAN P2.0 - SECTIONS AND DETAILS D1.0 - DEMO PLAN ABBREVIATION LIST B.O. - BOTTOM OF BND. BM. - BOND BEAM C.L. - CENTER LINE CONC. - CONCRETE EXT. - EXTERIOR INT. - INTERIOR F.G. - FINISHED GRADE F.F. - FINISHED FLOOR P.L. - PROPERTY LINE T.O. - TOP OF T.O.B. - TOP OF BEAM TYP. - TYPICAL W.D. - WATER DEPTH SYMBOL LEGEND PROPERTY LINE - GAS GAS GAS - GAS LINE — — — — ELECTRICAL CONDUIT PVC SUCTION LINE PVC RETURN LINE POOL RETURN JET RETURN SPA / JET SUCTION METER GAS O GAS STUB ELECTRICAL PANEL 0 ELECTRICAL OUTLET SKIMMER AUTOFIL MAIN DRAINS POOL/SPA LIGHT POOL EQUIPMENT SECTION 1 SECTION IDENTIFICATION L1.1 SHEET LOCATION DETAIL 1 DETAIL IDENTIFICATION L1.1 SHEET LOCATION v__w / S POOLS AND OUTDOORS 77-530 Enfield Ln, Bldg. A Palm Desert, CA 92211 T. 760.341.3505 E: Jonathan@melospoolsandoutdoors.com LIC # C53-954374 CLIENT: STEPHANY MCCARTNEY STEPHGGRIFFITH@GMAIL.COM CLIENT SIGNATURE: PROJECT: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 DRAWN: J.E. SIGNATURE �t_!tt DATE: 11 /06/2023 REVISION: SCALE: SHEET: PER DRAWING F.F./ T.O. COPING: 0'-0" _ _ _F.F./ T.O. C_O_PIN_G:_0'-0" ---------------- _—_—_—_ °-------- T.O. POOL B_ON_D_B_EA_M_: 3" T.O. POOL BOND BEAM: -3" d ° ° • e d ° . ° • d • . ° • ° d . ° • d e • °a • ° a ° • ° ° d _ _WATERLINE:-6-------------- — — -•-- e — — — — — — — — — — — — — — — — — — — — — —° -- � — �--------------WATERLINE: _6„ d T.O. 1ST POOL STEANNING SHELF•. 1,-3..----//— —� �—------------------------------------------------------------------------------------------------------------------------------------ °-- ��� ��-----T.O. 1ST POOL STEP/TANNING SHELF: _1_3" T O 2ND POOL STEP/BENCH 2 0— \/— °°----------------------------------------------------------------------------------------------------------------------------------------------- —e �° /�----------- T.O—POOL STEP/BENCH: - — /_ ==------------=-----------�\f --ate - OO OO OO \f—--------- --- T.O. 3RD POOL STEP 2 9 T.O. 3RD POOL STEP: -2'-9" ==--------=-------------------- o--------------------- ; a-------------------------------� B.O. SPA/ B.O. POOL @ SHALLOW END:-_3'-5"______ /�\ _ •_ \\\______________ B.O. POOL @ SHALLOW END: _3_6" —------------------------------------------------------------------------------------------------------------------------------------- — e ae ° ae d • ° . • ° d ° • • • ° ° e • \\ d • • a d a d • ° • \\ \ • ° . • • d . d ' ° I e d d ° ° ° a • • • d d e e ° • • ° d a ° e d . ° • • ° a e . • i ° d • • d e • • d° / ° . d• e • • . / /\\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\ \ ` • ` • ° ° ° • e • ° ° • • °° d • d \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\ B.O. POOL @DEEPEST END 5 5'------------� 1\��\\��,\f\ —�\\ d -- — — — —----°zY--a—t--•\\ —�\ \\���\ —\\ . �\= \\ — \ �\--------------------B_O. POOL @DEEP END. =6_0„44 1 T.O. RAISED L. 1'=6"___ T.O. SHEER DESCENTS: 1'-0" POOL SECTION 1 SCALE: z" = 11-0" T.O. RAISED WALL_1_6"4� DESCENTS_1_0"4� F.F./T.O.COPING: 0'-0" ________ _________ ___ ____ _________ _________ ____ __ _________ _________ _____ _ _________ _ ____________ F_F./T.O.COPING. 0' 0" T.O. POOL BOND BEAM:-3-------- d--------- ---I I I I I IIIIIIIIIIIIIIIIIIII---------------------- ---- -------------------- ----- III —--------- — d ° °------------------------- T.O_POOL BOND BEAM: -j� rr ��T Trr ��TTT r ��TTTrr 11TTTrr TTTrr Trrl—� TTTrrI—��T Trrl—���tT rl—��TTTrr ���tTrr tTrr ���t Trrl—� �tTrrl—��� Trrl—���tT rl—���tTr e — --- — W_A_TER_LINE:=6"-------------- \--- — — _ 1 1 i L — — — — — — i u i u i 1 — — — — — 1 1 u 1 LI i •---,--------------------------------- WATERLINE_6„ -- — — — — — — a --- _ d ° d _ / T.O. 1ST POOL STEANNING SHELF: 1'_3_____ r_ _ e __ ______________________ T.O. 1ST POOL STEP/TANNING SHELF: 1' T.O 2ND POOL STEP/BENCH 2 0 _ •d. __ ____________________________ T.0.2NDPOOLSTEP/BENCH:_2'-0" TT---------------------------- — — d--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---- — —---------- /�\�f ° • ° p \�f�/ YYY 3RD POOL STEP:=2' 9----------------L�\1\ °-- Q—--------------------------------------- e a —a A f\\---------------------------------- T_O_3RD POOL EP:_2 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- B.O. SPA/ B.O. POOL @SHALLOW END_-3'_5_______. e/-------------------------------- B_O_POOL @SHALLOW END: _3' 6" ----- — e -------------------------------------------------------------------------------------------------------------------------------------- d--- — — d ° a • • • • • ° • d • ° ° ° ° ° . d • ° • • • ° • ° . ° �x ° ° d e ° ° • • • ° d . d ~ ° S • . d d ° ° • • e • • • ♦ • g • d • • e d� B.O. POOL @DEEPEST END 5 5------------ •— . �\ �\ �\\1 �\ \\\_\�\���\�\\/� — —�\\--------------------------------------B.O. POOL @DEEP END: =6' 0" 2 POOL SECTION 2 SCALE: 2" = 11-0" POOLS AND OUTDOORS 77-530 Enfield Ln, Bldg. A Palm Desert, CA 92211 T. 760.341.3505 E: Jonathan@melospoolsandoutdoors.com LIC # C53-954374 CLIENT: STEPHANY MCCARTNEY STEPHGGRIFFITH@GMAIL.COM CLIENT SIGNATURE: PROJECT: 81180 LEGENDS WAY LA QUINTA, CA, 92253 APN: 762-310-004 DRAWN: J.E. SIGNATURE DATE: 11 /06/2023 REVISION: SCALE: PER DRAWING SHEET: SECTIONS BENCH AND STEP OPTIONS: RADIUS NOTE: FLOOR TO WALL TRANSITION NOTE: TABLE NO. 1 GENERAL NOTES GLAZING IN HAZARDOUS LOCATIONS RADUS MAY VARY SLIGHTLY DEPENDING BOND BEAM HORIZONTAL BARS MAY BE 1 THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL ON CONTRACTOR OR OWNER DESIGN OVER OR UNDER VERTICAL BARS. SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). ADJACENT BUILDING, INTENT. RADIUS SHALL NOT BE LESS THAN TYPICAL INCLUDING ALL SPECIAL DETAILS 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN PATIO COVER OR 1-FOOT AND SHALL NOT EXCEED 5-FEET. THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. OTHER SURCHARGE LOAD. APPROVED SEALANT RECOMMENDED (PER TABLE 1 TABLE 5 BASIC GRID #3 DETAIL #8) REQUIRED W/ EXPANSIVE SOIL. BARS 0 12" O.C. COPING DRAIN BOND BEAM DECKING. MINIMUM A TABLE TABL� WATER SURFACE. \ SEE TABLE #1 & DETAIL #12. rWIDTH PER LOCAL B APPROX. 3" BELOW C) l r) l l�) BOND BEAM. 7N�R.�.B. BUILDING CODE. CLYL 'W' z � K'ao ¢ ¢ J �' U) _ Zo m N I COPING Mwz 3" a o m o- � 0 in ¢ z CLR. (Ncr_ ¢ n < m ¢ O - ¢ v 0 m i BENCH/STEPS 1 �� a ¢ SEE OPTIONS of o ABOVE J 1 �� UNDISTURBED SOIL. O o n r ¢ F 1500 PSF MIN. co I Q r J BEARING VALUE. 2 N _ INFLUENCE LINE , UNDER- FOR FOOTING 'C' SHOTCRETE COVER- Jam, <V WATER mt SURCHARGE TO BE CHANGED LIGHT PER ° SEE UNIFORMLY. TABLE 1 DETAIL #10. ADD #3 0 12" O.C. LONGITUDINAL 0 TRANSITION ACTUAL DIG LINE MAY-> FOR EXP. SOILS. VARY, LOCATE STEEL PIPE SHALL NOT ENCROACH - - - - " TYP. FLOOR 3" CLR FROM EARTH - - - '' " SURCHARGE CONDITION: �� - t INTO GUNITE SHELL -III-li 6" THICK MIN. SHOTCRETE (GUNITE) REQUIRES SUPPLEMENTARY BUILDING VERTICAL STEEL. U SUCTION OUTLETS: W/ #3 BARS 0 12" O.C. SEE TABLE 1 24" MIN. SURCHARGE DETAIL WHEN SETBACK = EXTEND WALL' I NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. A B C e (3) #3 BARS. (4) #3 BARS. (4) #3 BARS. E.F.P. VM P.qW 62.4 P.C.F. D R L VE I L E C VERTICAL STEEL 3'0" 1'-0" 3 12" 3" 3 3 12" 3" 31�MN 1 3' 3" #3 0 12" 3'6" 1'-0" 3" 4'°�� 1'-0"311�MN 4„ 4'6" V-O" 5" 50„ V-6„ 3" 1 3" 3 INEERII�, INC. 4" e 4" 41 PrEE1tl INEERI, INC, 5" #3 0 6„ 56" 2'-0" 5" 6'0" 2'-6" 6" 6'6" 3'-0" 7" 7'0" 3'-6" 8" 7'6" 4'-0" 8'i/" 8'0" 8'6" 4'-6" 5'-0" 9" 9" GLAZING SHALL COMPLY WITH THE CBC SECTION 2406.4,INCLUDING LOCALLY ADOPTED PLAN SHOWING POOL AND/OR SPA SHAPE, DEPTH, DISTANCE TO PROPERTY LINE, AMENDMENTS. GRADE CHANGES & SLOPES AND ADJACENT STRUCTURES. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE WALKING SURFACE. CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. POOL PLAN, IT IS THEOF THE OWNER TONOTI YSTRUCTURAL POOL ENGINEERING INC. ANDILITY OBTAIN PP ICOABLE SPOECIAR THE CONTINUOUS SHOTCRETE INSPECTION ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID WHERE REQUIRED BY THE PERMITTING AGENCY, PNEUMATIC CONCRETE PLACEMENT SHALL BE ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. INSPECTED BY A SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL 3. POOL ENGINEERING INC. (PEI) RECOMMENDS THAT THE PROPERTY OWNER AND/OR POOL SUBMIT A STATEMENT INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. CONTRACTOR RETAIN A LICENSED GEOECHNICAL CONSULTANT TO OBTAIN TITLE 24 GEOECHNICALLY RELATED DESIGN CRITERIA FOR THE PROPOSED POOL SITE. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR POOL CONTRACTOR TO REQUIRE 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE THAT THE LICENSED GEOECHNICAL CONSULTANT CONFIRM THAT THE POOL STRUCTURAL BUILDING ENERGY EFFICIENCY STANDARDS. PLANS PROVIDED MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE GEOECHNICAL REPORT. WHEN A GEOECHNICAL REPORT HAS NOT BEEN PROVIDED TO INSTALLED BEFORE THE PUMP. PEI, IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. SITE GEOTECHNICAL CONDITIONS ARE SUITABLE FOR CONSTRUCTION OF THE PROPOSED 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: POOL BASED ON THE PEI PLANS BEING USED. 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE 4. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH, CONDITIONS AS SHOWN IN DETAIL #3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 5. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO 4.2. SYSTEM IS INSTALLED WITH: NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. FENCING, CONCRETE DECKING AND POOL GEOMETRICS. B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 6. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL PERMIT OFF PEAK OPERATION. FENCING AND BARRIERS 7. ALLANSICONSTRUCTION SHALL COMPLY WITH THE 2022 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2022 HIGH FENCING & GATES WITH NO OPENINGS 4" OR GREATER. GATES TO BE SELF -CLOSING BUILDING ENERGY EFFICIENCY STANDARDS, 2022 CALIFORNIA GREEN BUILDING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES THROUGH FENCING STANDARDS CODE, AND LOCAL ORDINANCES. SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE FROM GROUND TO 8. POOLS WITH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCAL CODES, GEOMETRIC STANDARDS AND/OR LOCAL CODES. THE LOCAL CODES SHALL PREVAIL. 9. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 2, BARRIERS SHALL COMPLY WITH CBC SECTION 3109.2 (HS CODE §§ 115920-115929), 10.PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR INCLUDING LOCALLY ADOPTED AMENDMENTS WHERE CIRCULATION SUCTION OUTLETS ARE USED PROVIDE (2) SUCTION OUTLETS PER PUMP COVERED WITH EACH DIRECTION IN HIGH WATER TABLE, INSTALL TO FOOTING 'W' IS LESS THAN POOL DEPTH. ^� HORIZONTAL STEEL REINF. INTO FLOOR. #3 BARS 0 12" O.C. 30" MIN. FOR TABLE 5G ASSISTIVE DEVICES FOR THE DISABLED. 11. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS &DIMENSIONS AT JOB A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL ANTI -ENTRAPMENT GRATES THAT ARE HYDRAULICALLY ) INDICATES TYPICAL RADIUS ACTUAL RADIUS ( NO DECK OR HIGH SITE AND SHALL BE RESPONSIBLE FOR JOB SITE CONDITIONS AND THE SAFETY OF ALL BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT. (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP OF THE POOL MAY VARY, SEE RADIUS NOTE AT TOP) EXPANSIVE SOIL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION. 12. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE POOL SITE PLAN. ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. MASONRY SCREEN OR GARDEN WALL. (RAISED OR NOT RAISED). 'D' IS DISTANCE DOWN PLOT PLAN SHALL COMPLY WITH ANSI/APSP/PHTA SUGGESTED MINIMUM STANDARDS COUNTY OF LOS ANGELES SPECIAL NOTES ALTERNATIVES TO SUCTION OUTLETS, INCLUDING SKIMMERS OR WALL DOES NOT REQUIRE * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL FROM TOP OF POOL WALL. FOR RESIDENTIAL POOLS AND LOCALLY ADOPTED POOL AND SPA CODES. PUBLIC POOLS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL HEALTH DEPT. REGULATIONS. 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & PERIMETER OVERFLOW SYSTEMS, MAY BE USED TO CONDUCT WATER TO THE RECIRCULATION PUMP. SURCHARGE DETAIL) BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) ELECTRICAL AND PLUMBING SAFETY/LAND DEVELOPMENT DIVISION NOES TITLED BARRIERS FOR SWIMMING POOL, SPAS, 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2022 CEC. AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THE SITE PLAN. TYPICAL LONGITUDINAL SECTION N.T.S. 2 STANDARD WALL SECTION N.T.S.ki 2 IN AND UNAVED SURFACS SHALLBONDING TO POOL SHELL ANDPCEC 2 BE P TOACBC)ER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY ACCORDANCE WITHP680.26(B).DPERIMETERESURF CESBSHALLL BEE BUILDING CODE (LCONSTRUCTION PROVIDED AS SPECIFIED IN CEC 680.26(8)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN SPECIAL DETAIL REQUIRED TOP OF WHEN LESS THAN 10 SLOPE TOE OF SLOPE OR OTHER SURCHARGE CONDITIONS NOTE: WHEN ACTUAL SITE CONDITIONS EXCEED PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 2 1/2 FEET. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL (SEE GENERAL NOTES 4) THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW. # SURCHARGES NOT COVERED BY THIS BOND BEAM PER PLAN ARE PRESENT, ADDITIONAL TABLE #1 & DETAIL #12 ? 1/4" PER SURCHARGE DETAILS ARE REQUIRED. FOB SPECIAL DETAIL REQUIRED WHEN LESS THAN POOL DEPTH OR H/4 X ; �w(1) #4 ®TOP (7.5' MAX. H/4) <-WATERPROOFING RECOMMENDED. SPECIAL DETAIL REQUIRED WHEN LESS THAN H/6 HORIZ. STEELim Uj Z m 6" C.M.U. W (10' MIN., 20' MAX.) io BARS 0 12" N N Q #3 VERT. BAR ®24" O.C. o ABOND SOLID GROUT. POOLS SHALL COMPLY WITH SLOPE ALTERNATIVE o 0BEAM SETBACKS (CBC 1808.7.3)VERT. LOCATI�-•WATERBOND BEAM STEELLINE. VERTICAL STEEL W/ SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS N.T.S. 3 SEE TABLE 5 24" MIN. EMBED. REQUIRED FOR CONDITIONS ABOVE SCHEDULES E, F OR G 3" �C TYP. HORIZ. STEEL SLOPING ENTRIES SHALL CONFORM TO ANSI/APSP/ICC-5 AND/OR THE ISPSC (WHERE ADOPTED) CLR. 'C, I I 13r CLR. 0 BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) MASONRY NOTES: a (GUNITE) THICKNESS PER 1. CONCRETE BLOCK SHALL BE NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO CBC/IBC APPROPRIATE WALL _ SEC. 2103, AND ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF o SCHEDULE. i, f m = 2000 psi. z i Q a ° eo d ° a ? POOL FLOOR THICKNESS d MAY VARY TO ACHIEVE o0 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 & ASTM C 476 WITH f'c=2,000 PSI. 3. MORTAR SHALL BE TYPE M WITH f'c = 2500 psi AND SHALL CONFORM TO CBC/IBC SEC. . d DESIRED WATER DEPTH. 2103 & ASTM C 270. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. E F G E.F.P. = P.00 P.CW 62.4 P.C.F. D VE I L VE L S C VERTICAL STEEL 3'6" 3 3 0 2" 3 3 2" 3" #3 0 12" 4'0" 3' 3" 4" 4'6" 3" 3�//' 5" 50" 3��s11 3' 6" INN1' N rr N I NVi2] 3�% 4' tj� 16" 1 5" #3 0 6" 5,6„ 6„ 6'6" 3 ? 8„ 7'0" 5" 6" 4" N ��II rr N 111 1 NV,E12 8" #3 0 3" 7'6" 5�% 6" 8" 8'0" 6' 7' 8�%" 8'6" 7 9�/z„ 9'01, 10�i/" 9,6„ 10'0" „ 11'0" AND IN WITH LOCAL REGULATIONS. CITY OF SIMI VALLEY SPECIAL NOTES BE EQUIPPED WITHRAANCE 5. POOLS SHALLRECOMMENDATIONS FILERING SYSTEM. 1 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOES" FOR 7. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. WITH THE CPC. 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE EFP IS 60 PSF FT PCF FOR POOLS 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE ANSI/APSP-7 AND 2022 CBC SECTION 3109.2 (HS CODE §§ 115920-115929). SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS 9. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE REPORT (CBC TABLE 1610.1). PROTECTED FROM BACKFLOW IN ACCORDANCE WITH CPC 603.5.20 10. CHEMICAL DISPENSERS SHALL COMPLY WITH 2O22 CPC SECTION 603.5.21 UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES REQUIREMENTS FOR PROTECTION AGAINST BACKFLOW AND COMPLY WITH ASSE 1055. TESTING HAS NOT STRUCTURAL NOTES ' 1.11E POOLS SHALL L SITEIF IC BES EISIGNED FOR A MINIMUMEDESIGNFOEQUIVILENT FLUID PRESSURE 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE (E.F.P.) OF 100 P.S.F. 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE PLACED AGAINST UNDISTURBED SOIL OR APPROVED COMPACTED FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO CONDITIONS UNDER POOL, INCLUDING BUT NOT LIMITED TO CUT -FILL TRANSITIONS. 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'c SPECIFICATIONS SET FORTH). 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 1.3. DROWNING PREVENTION SAFETY FEATURES SHALL BE PROVIDED PER COUNTY 40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM ORDINANCE NO. 19-006 SECTION 7-1-56 SECTION AV100. CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". #5 BARS USED ON SUPPLEMENTARY COUNTY OF SAN BERNARDINO SPECIAL NOTES DETAILS SHALL BE GRADE 60 (UNLESS NOTED) AND BE LAPPED A MIN OF 30". 1. THESE PLANS ARE FOR PRIVATE RESIDENTIAL USE ONLY. 3. (1) #4 BAR EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH THE 2021 INTERNATIONAL SWIMMING POOL THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM AND SPA CODE (ISPSC) AND COUNTY OF SAN BERNARDINO INFORMATION BULLETIN SPACING IS #4 BARS AT 18" O.C.. IB-0007. PERMIT APPLICANT SHALL PROVIDE PLANS SHOWING POOL ARCHIECTUAL DESIGN 4. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE AND GEOMETRY. INSTALLED PRIOR TO PLACEMENT OF CONCRETE/SHOTCRETE. 3. IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED 5. PORTLAND CEMENT SHOTCRETE SHALL CONFORM TO ASTM C150 AND SHALL HAVE A ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2,500 PSI AND A WATER/CEMENT RATIO SHALL HAVE AT MIN: F'c = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 LESS THAN OR EQUAL TO 0.45. 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SITE 6. WHERE SHOTCRETEIS EXPOSED TO SOIL OR WATER CONTAINING DELETERIOUS AMOUNTS PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. OF HAVE LOW PERMEABILITY WHERE EEXPOSEDRTOOWATER, LUBLE SSHOT SHOTCRETE HALLULFATE, OR EHAVE NAEMIN. OCOMPRESSIVE STRENGTH OF 4,500 CITY OF SANTA CLARITA SPECIAL NOTES PSI, W/C RATIO S 0.45, AND SHALL UTILIZE TYPE V CEMENT. CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL 7. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM 8. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. SURFACE USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION � SEE STRUCTURAL NOTE #1 ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. SHALLOW FEATURES - MAINTAIN 18" MIN. EMBEDMENT INTO N.T.S. 4 RAISED BOND BEAM N.T.S. 5 NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE 6 UNDISTURBED OR APPROVED COMPACTED SOIL HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. NOTE: BOND BEAM PER TABLE 9" & LARGER BRICK OR PRECAST PROPERTY RIGHTS TO AL DRAWINGS, REPRESENTATIONS, 6'-8" CONCRETE COPING. IDEAS, DETAILS, NOES & SPECIFICATIONS EITHER COPIES SPA AIR -LINE NO. 1 & DETAIL #12. 2„ 2" 9 1/2" 3RD AND/OR 4TH OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO MAY BE LOOPED EXPANSION JOINT &SEALANT to 12" BAR LOCATION THIS DESIGN ARE THE PROPERTY SOLEY OF POOL INTO SPA BOND j Mrw,„rw -----, MAY VARY TO ENGINEERING. INC. PERMISSION FOR ANY COPIES OF SAID z LEVEL TOP OF GUNITE 4'-0" MIN. REQ'D. FOR EXPANSIVE SOILS. I BEAM. MAINTAIN X o i (2) #3 X (4) #3 BARS PER DETAIL #8 1 PROVIDE 2 1/2° COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS, ¢ z , ¢ __ , W/ GROUT & PLACE "'I CLR. BETWEEN IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR 1" CLR. TO REINF. ¢ BARS. -- DECKING LISTED ELECTRICAL 'J' BOX. �Ilr COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY 6" #15 FELT OR 4 MIL. o N 1" MIN. CLR. PARALLEL BARS. ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE w X #3 BARS VISQUEEN ON TOP. 8" MIN. ABOVE DECK, WATER CO AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION r, 3„ THICK ¢ i AROUND ALL COPING -_ SPA LIGHT EA. O.C. N PIPES. C' #3 BARS 12" ALINE OR FLOOD LINE WHICH FINISH BOND BEAM W/ (4) #3 BARS DECKING. TILE OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, EA. WAY. GRADE. PER TABLE #1 &DETAIL #12. m I BOND BEAM PER TABLE N0. 1. UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. o O.C. EA. WAY. EVER IS GREATER. �_ THE USER ACKNOWLEDGES THAT HE HAS READ iT7 EQ. EQ. WATER �` SKIMMER PLUMBING MAY BE LOCATED WATER COVER. �� _ III=III=III=1 IN BOND BEAM LOWER CORNER BOND BEAM HORIZONTAL LINE. 24"-IIIIIf1=1T1=�= BARS MAY BE OVER OR REINFORCING PER DETAIL #10. I LAP LINE. (2) #3 BARS V\\ -'ll �i III III 1 Z 2 1/2" a MAINTAIN 1" CLR. TO REINF. 3" FOR USE ONLY AT; X T I cj COMPACTED � CLR. UNDER VERTICAL BARS. 81180 Legends Way NOT REQUIRED IF 6" MIN i" MIN. BEND X�� FILL CLR. ,� ow L LIIntO, CA 9�253-7608 CLEAR PROVIDED. Z 5" MIN. �, BOND `�� I sy9! I o N N A PRECAST COPING OR BRICK 24" MIN. LAP AROUND ALL. BEAM i _ J 0- \ !p o w ® J D _ INTO SPA FLOOR #3 BARS UNDER ��� \�� 3 „ cQ, 12" OR POOL WALL. 0 12"O.C. N (2) #3 'Z' BARS - SKIMMER. �� ¢ \ O M WHERE CIRCULATION SUCTION OUTLETS ARE USED I #8 COPPER �\\\ �� P 11 6 �N m w X (2) #3 BARS 23-10987-dg PROVIDE (2) SUCTION OUTLETS PER PUMP COVERED WITH EA. WAY. GROUND WIRE _ r \ o \9�io = N, a = -; #3 BARS BENT ANTI -ENTRAPMENT GRATES THAT ARE HYDRAULICALLY BALANCED L 1 \ \ N w VENEER. N 0 48" O.C. Q�OFESSI AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS DAM WALL 6" DAM - LAP INTO SPA REINF. SECTION AT SKIMMER C.E.C. APPROVED _ O \� _ - o BEND SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. HORIZ. BAR FIXTURE F("o - - _ oo VERT. STEEL G. 12" DAM - LAP INSIDE BARS INTO SPA REINF. CONDUIT & GFCI 1 SEE ELECTRICAL AND PLUMBING NOTE 8. LAP SPLICE: LENS F - - - - i t - LAP OUTSIDE BARS INTO POOL REINF. PROTECTED CIRCUIT I=1i �. 45' OR 90'. � (6) #4 BARS. 24" 6" RECESSED I_ 1 TILE Z- POOL MIN. MIN. LIGHT. �y�q J�� BOND BEAM PER / 3 o. 51 fi SPA DETAILS MAY BE USED (2) #3 BARS II=i y QD TABLE NO. 1. PLASTER CLR. SPA DETAILS - N.T.s. 7 LAP EACH WAY �P f 4 FOR SPAS WITHOUT POOLS. AROUND NICHE. LAP,MTYP. ��B VENEER NOTCH OPTIONAL 6 BAR BOND BEAM SLOPE EARTH SURFACE 1/4" PER 4'-0" MIN. IMPERVIOUS DECK - CLR. O © �� G' V FOOT OR SLOPE DECKING 1/8" TO APPROVED SEALANT - VERT. STEEL WOOD POST FROM T� OF CX0 1/4" PER FOOT AWAY FROM POOL. SLOPE 1/8"-1/4" INSTALL PER MANUFACTURER #3 ®6" O.C. ATTACHED PATIO COVER PER FOOT O D rh: i DRAIN ����IIII (2) #3 BARS. NOTES: 5'-0" DEEP &BELOW. MAX. DEAD +LIVE LOAD = 2000 lb. �1 ❑�' �,❑� 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO cr OR MAX. 2000 LB 1 1' 0 7 /Z 0 Z 3 z a I NOTE: ;I - HORIZONTAL STEEL. ROCK ON BOND BEAM. I I LEVEL TOP OF BOND BEAM w ,< �, BRASS CONDUIT TO POOL REBAR, OR NON-METAWC I I WITH GROUT & PLACE 15# w J f 3" CLR. �`� 5" MIN. CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE #3 BARS ®12" O.C. TYP. L I �. o SATURATION PROVIDE CONTROL JOINTS I - FELT OR 4 MIL. VISQUEEN ON • o � N I RECOMMENDED WHERE APPROPRIATE. TYPICAL. TYPICAL. ANCHORAGE PER PATIO COVER 17�� W I ,I - INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. PLAN. BOND PER ELECTRICAL TOP OF BOND BEAM. PRIOR TO i1,il I, 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH NOTE• &PLUMBING NOTE 2. �'� THIS PLAN IS VAUD ONLY WITH QR CODE L J POURING DECK. EXTRA REINFORCING TO EXTEND THAT VAiEN SCANNED DISPLAYS THE PROJECT PLAN AT SKIMMER APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS 24" MIN. EACH SIDE OF RAMP. REMAINDER OF JOINT IN STYROFOAM OR MASTIC ADDRESS AND JOB NUMBER MATCHING THAT SEE ELECTRICAL AND i �i OTHER EXP. MATERIAL. CONCRETE SHALL FOR LIGHTING FIXTURES U.L STANDARD 676. 3 1/2" MIN. CONC. DECKING. SHOVM ABOVE ENGINEERS STAMP PLUMBING NOTE O REGARDING FOOTING RECOMMENDED NOT TOUCH COPING, BOND BEAM OR TILE EQUIPOTENTIAL BONDING GRID FOR EXPANSIVE SOILS. ADJACENT STRUCTURES.. O CANTILEVER CONCRETE AUTHORIZED SIGNATURES: TODD L. LACHER, P.E. EXPANSIVE SOIL DETAILS I IN ARE NOT MIVE ET U°SIESWHERE TABLE 1,MIN DECK SCHEDULER QMTS N.T.S. 8 SKIMMER DETAIL N.T.S. 9 SECTION AT LIGHT N.T.S. 10 SHALLOW/DEEP END RAMP 11 BOND BEAM DETAILS N.T.S. 12 MATTHEWCHRIEDENBACH, P.E. HOMPSON, P.E. SHEET - STANDARD PLAN APPROVALS: STANDARD POOL p001 1201 N. Tustin Ave. CITY OF LOS ANGELES: 268 REQUIRES PEI 100-LA SAN BERNARDINO: POOL-2022-00296 KERN COUNTY: K202210895 PREPARED IN ACCORDANCE WITH # ( ) # # JL. Anaheim, California 92807 CITY OF ONTARIO: #6202207386 CITY OF FRESNO: #22-TEMP-077 engineering SAN DIEGO: PRJ-1075937 ORANGE COUNTY: #MB22-0100 FRESNO COUNTY: #22-002 THE 2022 CALIFORNIA BUILDING CODE Email:: (714) 630-61 0 SIMI VALLEY: 2022-1 LOS ANGELES COUNTY: #26077-23 VENTURA COUNTY: S.P.A. #6-2022 (REQ'S PEI 100-VCO) STRUCTURAL PLAN (2021 INTERNATIONAL BUILDING CODE) Inc. Phone: (714) 630-6100 100 SANTA CLARITA: BLD22-02362 Digitally signed by Matthew Thompson on 11/07/2023 - 1699344000 - 23-10987-dg COPYRIGHT 2023, POOL ENGINEERING INC.