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BPOL2023-1094BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Pool Permit Number: BPOL2023-1094 Property Address: 80415 SEGOVIA VIEW WAY APN: 766150016 Legal Description Lot 24 MB 411/23 TR 31249 Property Zoning: RL, 24 Valuation: $15,000.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 12/13/2023 ISSUED DATE: 12/27/2023 CALIFORNIA Owner: PAUL PAUL YATES - RMO / CEO / FIRES Applicant: TESERRA TESERRA 38822 El Desierto Rd P O BOX 1280, Palm Desert, CA 92211 Contractor: TESERRA TESERRA / 656128 38822 El Desierto Rd P O BOX 1280, Palm Desert, CA 92211 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER 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. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the 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 Quinta at (760) 777-7125 immediately for correction. Printed: 12/27/23 10:49 pm Page 1 of 4 BUILDING PERMIT Permit Type: Pool Permit Number: BPOL2023-1094 Property Address: 80415 SEGOVIA VIEW WAY construction lender preliminary notice from that duty. Printed: 12/27/23 10:49 pm Page 2 of 4 BUILDING PERMIT Permit Type: Pool Permit Number: BPOL2023-1094 Property Address: 80415 SEGOVIA VIEW WAY POOL AND SPA, AND FIRE PIT AT REAR YARD [PATRELL ENGINEERING] . 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. .-)nstructinn Dpta Engineer of Record FERRELL Quantity of Detached 1 BBQ Electrical (EA) 7 Spa(s)/Water Feature(s) Number of Gas 3 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 31249 Lot Number 24 Lot Size 1621.68 Centerlines 96869 Legal Description Lot 24 MB 411/23 TR 31249 Type Group Sq Ft Value Invoice No. Fee Fee Amount Amount Paid INV-00003144 Gas Piping System Outlets PC $30.51 $30.51 Digital Archiving and Records Management Fee - OTC $12.00 $12.00 Technology Enhancement Fee $8.00 $8.00 Detached Spa / Water Feature $228.84 $228.84 Swimming Pool / Spa PC $124.49 $124.49 Gas Piping System Outlets $15.26 $15.26 Receptacle, switch, lighting, or other outlets PC $30.51 $30.51 Building Standards Administration $1.00 $1.00 Receptacle, switch, lighting, or other outlets $30.51 $30.51 Swimming Pool / Spa $228.84 $228.84 Total for InvoiceINV-00003144 $709.96 $709.96 Grand Total for Permit $709.96 $709.96 Workflow Step / Action Name Action Type Start Date End Date Application Completeness Check v.1 12/13/2023 12:50 12/13/2023 12:51 ---------------------------------------------------------------------------------------------------------------------------------------- Submittal Document Verification v.1 Generic Action 12/13/2023 12:51 Plan Check v.1 12/13/2023 0:00 12/15/2023 10:48 ---------------------------------------------------------------------------------------------------------------------------------------- Building Review (1 Day) v.1 Receive Submittal 12/13/2023 0:00 12/15/2023 10:48 Permit Issuance v.1 12/15/2023 10:48 12/27/2023 14:49 ---------------------------------------------------------------------------------------------------------------------------------------- Verify Contractor info & Conditions have been met v.1 Generic Action 12/15/2023 10:49 ---------------------------------------------------------------------------------------------------------------------------------------- Verify & Invoice Fees v.1 Generic Action 12/15/2023 10:49 ---------------------------------------------------------------------------------------------------------------------------------------- Verify Fee Payment & Issue Permit v.1 Generic Action 12/27/2023 14:48 Printed: 12/27/23 10:49 pm Page 3 of 4 BUILDING PERMIT Permit Type: Pool Permit Number: BPOL2023-1094 Property Address: 80415 SEGOVIA VIEW WAY Print, Attach, and Email Building Permit v.1 Create Report 12/27/2023 14:49 12/27/2023 14:49 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 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 iurisdiction 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 building official. Printed: 12/27/23 10:49 pm Page 4 of 4 2� * NO EXISTING LANDSCAPE LIGHTING IN REAR YARD * NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD * PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY CATALINA GRANA PAVERS 3 PIECE LARGE PAVER DECKING SAND SET OVER +/4' OF COMPACTED ROAD BASE AND +/-V OF BEDDING SAND, POLYMERIC SAND GROUT, MUD SET PERIMETER GAS AND ELECTRICAL FOR FUTURE BBQ 22' x 16' OUTSIDE DIMENSION, ALUMAWOOD SOLID COVER TOP PATIO COVER BY VALLEY PATIO, INCLUDES FAN BRACKET IN CENTER AND (6) LED LIGHTS TANNING SHELF AT 9" WATER DEPTH WITH ONE UMBRELLA SLEEVE TRANSFORMER POOL / SPA LIGHT JUNCTION BOX POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER SPA AIR LINE POOL EQUIPMENT 50 AMP SUBPANEL WITH 36" CLEARANCE AT FRONT AND SIDE POOL EQUIPMENT: 400,000 BTU HEATER *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED EXISTING 5'-0"H BLOCK WALL ELECTRIC CONDUIT 154' - 2" POLYPROPYLENE GAS PIPE CONCRETE CAP VARIES DECKING II{Ni IIIIII� COMPACTED SUBGRADE GUNITE SHELL A STANDARD JET DETAIL RAISED SPA SCALE: M"=1'-G" CONCRETE CAP TOP OF GUNITE WATERLINE +18" DECKING 21" IIIIII-111111 42" COMPACTED SUBGRADE 21^ GUNITE SWELL ' 10 j" FOOT WELL STEP (TRIANGULAR) 12" WIDE i B TYPICAL SPA STEP DETAIL RAISED SPA SCALE: 112"=1'-0" OPTIONAL NATURAL GRAY BROOM FINISH CONCRETE DECKING & WALKWAY EXISTING 5'-0"H SELF LATCHING/ SELF CLOSING GATE - OPENING OUT MAIN HOUSE 200 AMP ELECTRICAL PANEL 4" DRAIN LINE RAN DOWN BOTH SIDES OF YARD TO BUBBLER BOX AT CURB BY BUILDER INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH SECTION 114 - MANDATORY REQUIREMENTS RAISED SPA AT +18" WITH NATURAL GRAY BROOM FINISH 15" WIDE NATURAL GRAY BROOM FINISH CONCRETE GAP, TILE LIP SPILLWAY, TILE VENEER FACE, CONCRETE COPING AROUND POOL 6" WATERLINE TILE, (5) JETS PER PLAN SPA SPLIT MAIN DRAIN SUCTION MINIMUM T APART. POOL SPLIT MAIN DRAIN SUCTION MINIMUM T APART. ANTI -COVERS 10" ASME / ANSI APPROVED ANTI -COVERS 10" ASME / ANSI APPROVED NATURAL GRAY BROOM FINISH CONCRETE PADS 95' PL PL 126' EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS TO THE POOL POOL HEATERS / PUMP EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS ALL DECKING EXPANSION JOINTS FOR REPRESENTATION ONLY, FIELD LAYOUT WILL VARY f II I I I T-- -- I I I I 1 I I I I ' I I I I I I 1 1 I I I I I I I I I I i I I ' i I I I I I I I i I PRIMARY BEDROOM us 9" WD .I, 3 CAR GARAGE EXISTING CONCRETE 5'-Y EXISTING CONCRETE SREAT ROB'{ LaL1NDR' Y BATik a ANN 35-10" MEN %DINING-, BEDROOM 2 ID'Al" x In'.2•' BEDROOM 4 i BEDROOM 3 { I I I I I I I I i I i I I I I I I I I I I I I I I I I I I I I 39 SQ. FT. SPA CONCRETE CAP 121 SQ. FT. POOL CONCRETE COPING 1058 SQ. FT PAVER DECKING 16 SQ. FT. FIRE PIT CONCRETE CAP 179 SQ. FT. OPTIONAL CONCRETE DECKING & WALKWAY 1 BLOCK CONSTRUCTED FIRE PIT AT +15" WITH NATURAL GRAY BROOM FINISH CONCRETE CAP, TILE VENEER EXTERIOR, FIREBRICK INTERIOR FINISH, MANUAL BURNER ASSEMBLY WITH GAS VALVE AND KEY, 3/4" MINUS LAVA ROCK FINISH I CATALINA GRANA PAVERS 3 PIECE LARGE PAVER DECKING SAND SET OVER +14' OF COMPACTED ROAD BASE AND +/-1" OF BEDDING SAND, POLYMERIC SAND GROUT, MUD SET PERIMETER I I f DECK DRAIN TIE INTO CENTRAL DRAINS INSTALLED BY BUILDER CATALINA GRANA PAVERS 3 PIECE LARGE PAVER DECKING SAND SET OVER +/4' OF COMPACTED ROAD BASE AND +/-l" OF BEDDING SAND, POLYMERIC SAND GROUT, MUD SET PERIMETER 126'-4" EXISTING 5'-0"H BLOCK WALL I I 1 4" DRAIN LINE RAN DOWN BOTH SIDES OF YARD TO BUBBLER BOX AT CURB BY BUILDER I BPOL2023-1094 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PLIANCE Eff: J.ANAYA DATE. 12/15/2023 I POOL AND SPA, AND FIRE PIT AT REAR YARD [PATRELL ENGINEERING] . 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 I INSPECTION. 2022 CALIFORNIA BUILDING CODE. I SPECIFICATIONS GUNJE SIZE 32'-0" X 14'-0" SURFACE AREA OF POOL ONLY 496 SQ.FT. PERIMETER 102 LN.FT. DEPTHS MIN. X-6" MAX 5'-0" POOL & SPA COMBINED— 551 SQ.FT. / 129 LN.FT. SPA SPEC( (CATIONS TILE SIZE 8'-0" X 6-6" SQ. FT, 52 LN. FT_ 29 GLASS TILE WATERLINE YES SPA DAM WALL WID NO. OF JETS 5 PER ILAN R.B.B. TILE - LJGHTI-NICHELES HYDROCOOL COLOR LED RAISED SPA AT+18 TRIM TILE - SPILLWAY TYPE TILII LIP SPECIAL NOTES - DECKING FT. SEE NOTES EXCAVATI N / STEEL FINISH BROOM FIN TYPE BOBCAT ACCESS FROM SEE UPER EXPANSION JOINTS YES ELEVATION EXISTING CONCRETE CANTILEVER CONCRETE DEEP END RAMP- DOUBLE CANTILEVER LOVE SEAT YES DRAINS YES CONCRETE REMOV - —LOADS SLEEVES - SOD REMOVA —LOADS STEPS TREE REMOVAL BY STEP FACE IRRIGATION REMOV L BY TILE BASE IRRIGATION REPAIR SAND AND VISQUEEN - 6" R.B.B. ++ FT BANDS 12" R.B. FT, MOW STRIP 18" R.B.B. SPA T EQUIPOTENTIAL BONDING GRIDYES 24" R.B.B. - T WELDED WIRE MESH 30" R.B.B. FT. REBAR TAN SHELF DEPTH BARBECUE COUNTERTOP MASONRY ROCK POCKETS COPING TYPE CONCRETE CENTERS R.B.B. FACINGTILE SPILLWAY TYPETILE LIP SIZE - PLUMBING STEPS FILTER JANDY SIZE 460 SQ.FT. PROP. EXT. WALLS POOL PUMPJANDY SIZE VS HP 270 PLANTER WALL RETAINING WALLS BOOSTER PUMP- SIZE - EQUIP. WALLS ADDL PUMP- SIZE - SEAT WALLS ADDL PUMP SIZE FIREPITLER PLAN HEATER JANDY SIZE 400 000 BTU BARBECUE FUTURE CONTROL SYSTE - SAND SET PAVERS - CHLORINATOR - STUCCO - WIRELESS CONTRO WIRELESS - PAIN TYPE DUA L PORT FILL LINE AUTO IPEBBLE / PLASTER GAS LINE F.M. STUBS X3 LIGHTS POOL4-NICHELESS HYDROCOOL COLOR LEE W.F. ATTACHED TO ICOOL LIGHTS SPA 1-NICHELESS HYDROCOOL COLOR LED OTHER W.F. EYE BALL FITTINGS ECLIPSE DRAINS - LIGHTS IN POOL4-NI ELESS HYDROCOOL COLOR LED DEEP HEAT RETURNS LIGHTS IN SPAJ-NICH LESS HYDROCOOL COLOR LED ANTI VORTEX - LIGHTS IN W.F. - Q360 INFLOOR STUB SET EQUIPMENT- FENCING PLUMBING SIZ FENCE TYPE DEEP HEAT PACKAG I- HEIGHT 0360 1NFLOOR GATE ECLIPSE DRAINS- GATE REVERSAL ANTI VORTIX - REMOVE & REHANG mfsc. - GUNITE DEEP END RAMP EST_ START EXTEND 2nd STEP LOVESEAT YES EST. COMPLETION COPING CONCRETI MISCELLANEOUS R.B.B. - SEE STEEL T +18" MISTING SYSTEM TRELLIS OWNER RE PONSIBILITIES OWNER TO: (1) DETERMINE THEA PROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION. (2) TAKE NOTICE THA 'POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF LOCAL BUILDING D PARTMENTAT THE TIME OF ISSUANCE OF PERMIT. (3) WET DOWN CONCI ETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED. (4) AGREE THAT TES RA IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, AND ANY DAMAGE O CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA- (5) SEE THAT ALL FEN NG, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE PRIOR TO PREPLAS ER INSPECTION. (6) FILL POOL IMMEDIA ELY AFTER PLASTER. (FOLLOW INSTRUCTIONS — DO NOT USE RUBBER HOSE) (7) TAKE NOTICE THAT HIS DRAWING IS THE SOLE PROPERTY OF TESERRA AND THAT ANY USE WITHOUT WRITTEN PERMISSI N OF TESERRA IS PROHIBITED BY LAW. OWNER APPROVES PLAN, OOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE SIGNATURE(S) DATE A CUSTOM PROJECT FOR: NAME CAN ERA LOT 24 RESIDENCE (HS) COMMUNITY CA 4TERA JOB ADDRESS E 0-415 SEGOVIA VIEW WAY ICITY LA QUINTA HOMEOWNER N DBILE HOMEOWNER E AAIL PROJECT MAN ER MOBILE 760 275-2947 PROJECT MANAPER EMAIL brockb@teserraoutdoors.com CUSTOMER NU BER: SCALE DATE DESIGNED BY PROJECT MGR. HECKED BY 811= 1 1 1 ,04.2023 JP, BROCK I MB# DB REVISIONS SAFETY FEATURES:33 DATE: I PL * ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) ELECTRICAL: EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26. 2 2022 CALIFORNIA RESIDENTIAL CODE (BASED ON20181RC) 2022 CALIFORNIA BUILDING CODE(BASEDON20181BC) 2022 CALIFORNIA MECHANICAL CODE (BASED ON2018UMC) 2022 CALIFORNIA PLUMBING CODE (BASED ON2018UPC)1»-<—, 2022 CALIFORNIA ELECTRICAL CODE (BASED ON2017NEC) 2022 CALIFORNIA ENERGY GREEN CODE 2022 CALIFORNIA ENERGY CODE 3 5 GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED IN AND AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TOCONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PAINT OR OTHER SUITABLE MARKING THE AREA TO BE EXCAVATED CONSTRUCTION AUTHORIZATION STONE TILE SALES FIELD PAVERS CONCRETE POTS/BOWLS DIG PRE-GUNITE UNDERGROUND PEBB/PLAS MASONRY BOULDERS DECK DRAINAGE NC PRE -PEBBLE SELECTIONS Drainage and irrigation for planters and pots, by others, unless otherwise noted. N N� QN �W wow U) w� aN 2: -1 X QQ❑ ELI,Z aoIn w �Oz ❑0w F-�0 Wq" wqJ U]NQ WQU QO J wR N= Na m m r� LJ U W C) L� W 14, 0 N N I Ld d < U Un 0 < N I- O J LL.1 z < U LJ U (J) 0 < Z < LL_ f N STEEL 5HOMtd 15 FOR 011oatAmm LSEE DETAIL 42 PNi MM ONLY EACH MULL VARY MOTH SOIL TYPES I DO& ` i�oND (SEAM GOFGITtONS. 0611,6RA1l WRIEWA11ON OF TYPICAL STEEL. PATTffiM. Nil ©tCid©i*Z�®�L'®�® r7sQ®C3rrd�[3®66®�il� 6®I6®Q' 1®6arairii�i��� I REM ov"2E3112MM 611771.111IM°2 4'JLG1l-14 �Q'1�1:,i'Ce1�l li®iJl�®' r�I�i✓�r�csc�al6c�6�� t3®Ci`� 4 NORMAL WALL DETAIL -- General Notes 2-414 CONT. 1. Normal pool wall engmeermg 15 12• EXPANSIVE 501L ADD designed for Use with up to 211 of fill - - - I tt4 GONT. andJor up to I &" above grade Nnth no 2' 3• 50115upport. Remainder of the pool 2446011L 0, f b't4r4' � � �i .//�\ wall 15 to be excavated in firm E1Q'At+CtwWILOD A -+` 23' undisturbed sod or sod which has been 1.44 GONT. - _-- M 2-44 M BM ADD W- certified at 90% compaction. Min. aEW •, •• - FOREWAi 501L �'q '' r NOTE.beanng capacity for all 5011 Shall be i 0l i':• ` Y-0' �`- r3 : ` - '1 THIS DETAIL MAY !EE USED FOR SHALLOW POOLS NOT EXGEEtDIN6 1000, f. minimum. __ - ___, - --- -----_ // I Z-Z+� TYP. �. 1 IO' h N -+- i$ BAR LAP 512.. b' MiK > I FOR DEPTHS 6REATBi 4'.O' DEPTHTO IG�E 1. Paot radius t5 eg}ual t0 Lila finish !I E WALLRSDF L_ DETAILS iESM depth T(tirtll5 3-V for QII Walls of 2+s DAM 2 *41YP.L.AP r, ' • STANDARD 1 4'-b" depth of greater. All Walls of • : :Z• LAP 1 Nauz �.: ; 2•r3 HALL �, 'J gl{.R 45012 ey+. _ _ 4'-Fi"' depth or Tess shall have a N i -0 NBN 5' 3• YLRL Am I- ri y Am IG FGR E1PAN51YE YBiG TTP. FLOOR PQdiUS Of . $. Man ground water 15 encountered b• ' WL :: .3 --'"SI duringexcavation or When the pool b� TYP. Nor PART exceeds able the local water table .. OST RUCTURE' OF ST conditions, a M9dr•astatic relief valve LIGHT NICHE DETAIL SKIMMER DETAILS ,• �� j: . '; Is required MI the deepest location of the pool. 4. Contractor shall wify all dimensions 5• MIN CLM aid`GOndition5`On Site aid the a gineor shall be consulted If surcharge or conditions exceed. tl9e 3 SKIMMER LI61�T N1C. 3 T,41L5 3 SHALLOA- Mel" L details shown hereon. 5. The.pool deck and yard area surrounding pool 'shalI slope Qway from the pool structure providing for 244 I ADD i� FOR EXPA 61VE SOIL. OPTIONAL 12 adacpal surf runoff. 6 See attached clot plan for Shoal 244 ` IC�5PA DAM WALL � A plumbing and general specifications of l. 12. � WWNT W12• MIN. s' TYP. 12ALI_OWA9LE T. lidill diving board is spsaled, pool l WALL. THICKNESS T SEE TABLE- 5• Cl b• � I ... to TYP, �• HORiz, RMW. 0"W TIT.z4 SEE TAE" 450i2' oi+ 'i�c�ory--ram•-�®ice®iirc��®+ii��y®c�� �51do31'J®16®�®C,OGL!' �® ®L't•� ®d'Cari II.illli.�i.ii!!� IS�115 ® ®a MAIL ids . yi!(u•` .• �!(� i.i�/j��•i��ll(ia�� gyp► .�7►- --� ♦ `Ili.-� ��-�,�I• r�i�,r•-��6v�1� li��.•�T�c�r•►��i�16�+7.�*�9��� rs R r9C_"M1;�W" 111I a[8. MM � ®® 6 rsII�6�6>�I6�t��c�c�� 6®6�6r Io CTi iCIlt FS EMMIM 0®13[na[�i0712 MAX Iiii 5• c4ill HMZ. FMINF.. 6 Be SEAL WITH APPRayW -A-- SOLID COPPER BEARIIMB PgN2' OL. SEALANT.FOR FIRM 501E WIRE ATTACHING IOOObft NP' ADD FOOTINIB ExPANSIVESOIL POOL SHEILL t- 5. PROVIDE 5-1/2' MIN. CONCRETE OR OR'x 7 STEEL GRID TO V" RZINF. - OR APPRO�IID " DECKING GRID SEE TABLE CLEARANCE UNDER ALL ITEMS FUJ.� - EMBEDDED IN PECK _ WITH APPROVED I/2• APPROVE BONDING CLAMPS z 4. ALL DECKNfS, ADJOININH WALLS ,+ SEALANT PER CODE 45012` ow. OR PERMANENT 5TRUGTURES BOND BEAM TO BE NOG W t3' TYP. IN POOL TO BE NPARATE"D, WITH A 1/2' AT OUNITE TO ALE.OW FOR TNCT - - � gII 1M ANDOF APPROVED CLEAN EXPANSION .101Nr. SEE TAME COPING DETAIL b' S. MINIMUM 4'-0" DSGGIN6 AROUND 5' u POOL. EWZPT AS PROVIDED FOR BY ¢PEGIFIG NO-QEGK QETAL F WWK X� --Ie�-uR GlR<WKINK AILS TRANSITION TYf MAIL TRANSITION TON MBUILDIN6 r _ t -_ RAISED BOND SEAM EXPANSIVE SOiL 5`Po&2Agd NO DPGKINS REQUIRED • - F--- i-�4 GONT. RAIS® BOND BEAM QETAN NDTES X ThM FIN15N '_ Poo DEPTH + RAISED60ND BEAM HE1644T Will FINISH 2 5-1 CONT. K -0 5 -O 6 -O 'T -0 15-O "l-O 10 -0' I -0' 12-0 DOMN ORAVE6. b' MIN. 1, MTAIL9 DESIGNED FOR LEVEL SURGNARivE ONLY. ' b' _ T Y PEII�F T v TG'!U• T Y TtHlP T Yawl T Y IoHN" T Y Rom*• T Y R:Af T Y P9NT T Y R5M' WAi1 -- ^; SROVT ALL 2."SPECIAL �NIMPNs, REQUIRED FOR ANY 6 4506' b 4906' b • 5 • b • b • b 4466s b 44064 b 114065 B'-0• Ib• aa. 6- *306' b •506' btoo b •• 6 •' 6 " T' 4406' '1' 4406' ?• *406• 4-0• Q ° b' TYP• . CELLS SwAiARBE CONDITION NOT �GRiew IN p ° a 2-44 GOPti. p ' THE TALE E I. i' 4566' T"1' •• T •• T' •• l' #40b' 8 sill 6 4406• 5'-0• 2A4 CONT. 501ETT' •• T` '• b of 8 #406• q' #406, q' t40b' ' �Q ILL 0 AM lill CONT. " LONG erm S. RAISED BOND E9EAM = AILS TO BE USED 8 •• . 8 to q' of q' *404` 10 *464' 10 44@4' T ' TIP.PINISH +�- ON POOL PERIMETW L.OGATION5 WFERE • or rr • ' 'R b' MIN TYF. 5"6' - WL. TYP. - 1AP 5T94 - - WL1YP. BOND BEAM 15 INGREA W ABOVE TYPICAL q 10 111 #404 II 4404 It IYgr4 8 0' c ° FINISH ELEVATION WITH RESPECT TO WATH2 _ _ II' •• 11' *404' 12' 4404" i2' *404` q'-0• • STEEL IL• • - 12` $404' 13. 4414' 15• Q 3 GLR NIORIZ.1�lt4P. MIN 3ar4 COrtT. LIME n - OU120 +'2-04 FM FOOT 14• #401 i4' 4404.. 1l'-0• OPITONPIL MIN. : ' "eW oz. NOW. os. IMW. TYP. 05d2' Q OPTIONAL BLOGiC 14 *404 I GONGRE[E r2 o i TYP• 60 'Tyr. ;a Rill EOI+t? BEAM LINE " 'V' REINIF5' oDETAIL ©®cam®® a r3Evmn103 is F 13MOMM 5-44 coHr. _ - _ Ill dapth must be W -6 min. i'neumattcaiiy placed Generate shall 6• ' have a minimum compressive strength of b• 546 ExTEND INTO BOND WAX EACH !i 2,500 psi at 15 days Whit not more 6•TiP: 5''b' 6' MIN. _ - I 4 SIDE EACH 5M 5• 51 cut than 4-1/2 pats send to (''part cement IaJ012• 54 MIN. "St2, volume with 3 gallons of water per 5 HORl2. allRZI *50i2` oc. i 5 I EAr.H WAY EAC.#i WAi' y .� sack of Cement. n'1'• ; ' q. Pneumatically placed concrete shall be V FEW. kept motet for 14 dcrp minimum. goTABLE EACH WAY ` �t �'� 10 Reinforcing shall conform to A,5T.M, R JA •.,e z ti BENGI£5 AND STEPS ] A-615 grade 40 bars or current 09112' O.W. $��� Vd' ST>�124' MIN. n SpeGIflGQtlOn. TYP. IN POOL - It Ail reinforc bars to I mtn. 40 z'9 TYP. IN Pool M4ALL F LOOR: bar diameters dices. All t-1ALTi Tti1GKlESa `f am Ill 41 � reinforcing as on the drawings b• SSECTIONI�a NAL � y �r shall be supported in such a manner as z to maintain the proper spacing between _ .. ' .. ,, ,• .. steel and ea•th. 1w. till-_ � 5• eiR } ..� �[ �ITTcaNs Tt Ti eLR 12 accordanceFool withng to all i local Codesconstructed . TRANSITION TYP. iW iL�s K DETAIL w iNM I I I 50IQ 9PA iprrm V 13. System shall have no hard 90°elbows, 5-In' Mix ­7 AROUND POOL PERWIER It W L > All elbows shall be sweep elbows. "`EUILDIN6 SURCNAR6E DETAIL NOB-fxr'AN5lVE 50iL ffP= f FOR EXPANSIVE FINISH POO DEATHS DEPTH STANDARD SOO'rIN6 OL to' MillT "' •-0 5 -O -0 -O -0. q -0 V" i or 2 STORY -- FIRM SOIL BEAD -WALL I'1AL• - VISA' INIMUM #8 AWG SOLID COPPER T Y RE!!F T v /01111 T Y RE:PP r v RERF r Y R!1! T Y RdN GOtiSTRUGTION 2'-O• Ill 12' DEC TL JOINT' A6A1N5T C> •� � �'('� �• - 2-44 GONT. M W RE ATTACHING POOL SHELL STEEL GRID TO DECKING GRID _ #3 BARS @ 12' O.C. EACH WAY WITH APPROVED BONDING CLAMPS OR G'XG' 10 GA. W.W.F. PER GODS CANTILEVER DETAIL ON EXPANSIVE01LL • #3 BARS @ 12- O.C. EACH WAY I PROVIDE is MIN FOOTING 6 12' b 45�12' b 43012' 6 03012' b 45�I2' b ftl2' 1'-O' 6 45012' 6 *50W 6 430124 b 43012' b 03012• b 4lf012. 2' 6 *30t2' 6 6� b -*f6' 6 4�6' - 6 ii 6 SW 5;-0' 6 12 6 43es T i Y x30b . T . 4306 T' . 43�6 T ' 430b ' ` 4-O' V• T' 4306' - T' 43ob' T' 4504' T 49F4' 't' 504' S'-0' 8 4306' 8 4304 8' 43b4• 8 l4304' b� $ 43W qs 4304' q' 0304' '( ■ Ib' TYP EXPANSIVE SOIL OR G"XG" 10 GA. W.W.F. 4'-0`. MIN. BULLNOSE 10 4304' i 4304` b'-0' AM 1-44 GONT. AROUND OUTER PERIMEtSt b' TA°. 5'-b' tIs >t304' q' • ib' b' TYP. 5'-8, 'J-I/2• MIN � OR Mil 2. PROVIDE I WANSION JOINTS TR OTHER FIORIZ REIrF. tY{a AT MAX IO-0 'STAGING AND TRIM. AT CORNERS, ALL JOINTS TO , � Y i MINIMUM #8 Al IO MIN.'l`-' • 4E1012 oA. TYP. t Al REN•P. `„o TA91F TIP IN POOL eulLatNs 5uRC.HAREE EXPANSIVE SOIL EFP FINISH DEPTH5 DEPTH DOMN -O S -0 61-01,T -0 -0 q -0 r Y WM r v mw r Y FEQF Tillymw brivil TilvmwINALL 6 43s12' 61 OU12' 61 43@I2' 61 430I2' 61 113012' 61 49112' i'i 6 >'306- b v306- 6 4306' 61 430b' b• b• 2'-W b 4f06' 61 4306' T• 41W T' #304' 7' • T' • 4'-O'` MOTE: .. q.4. q. « • 43012•64• + 1-44 pet ft. •r *MlZoa, + 2-44 per ft q• *� TtOr q• to g.0' iO e• q' °Y. SEE TABLE _ 5' TYP. 3; 6'-0• Fill VlRT REINIX 4 F MAX SEE TABLE � I IT Tyr. N POOL F 4 -0 SEE TABLE FLOOR r Y PBf � • , 6 f2• E INMA5E T FOR GIALL Till KNE55 •7 EXPANSIVE SOL. SEE TABLE Ib' h4N r CIA TYTs. NOTE. • s' GLR TRAJ4Str10N -b' WMIN. 1RAN5{TION TYP. ` • T ' 1. RAP EXCA . ATION TO BE b'-O' MAX; V57 MS. `• ; �..+ 2. THIS DETAIL 15 TO BE CONTINUED 12' ON EITH6t SIDE OF RMF EXCAVATION AREA irl eAlslm BOND MAIL EXPANSIVE SOIL Eli`PdrdiSpi MCriN6 REOU119W EFFECTIVE FINISHDEPTH = POOL QEPl +RAISED BOND BEAM HEIGHT DEPTH 4 -O B -0' Vill 1 -7-0 S -0 W-O' 10 -0" I i -0' 12 '1 - DOM T Y wsw T v' tiew T Y PEIlF T Y mw T vrew T Y 1olMF T Y RENF T Y Few T v PEN'' WALL b 4'SOIY b 43@6' b 05W -b 11506' 6 051 61 *5012' 6ml VJ012' b *5012' 6JI *5OW Vi b *501Y U-1 *306' b 4306' b "Ile 6 s bill • bills 6 s 6' r b 4306' b 4306' me, b •• i sr Is of $ rr • - 05012` a 1-P4 PER FOOT rs - *5012' + 2-44 PER FOOT b •• -1• of 6 rr b of q• rr- - b.. •• T tf g rs q• rr to !P •• b• T• a q io II' 1.2- a* .t. w 51,0• rY b 6,-Oasr 6,• of q• to 1'-01 to 10 rr 6'-O' sr its of "°'__ q' •• 12• O.O• rr ' 15• Yt Ill -0s 14• a fiI3012(►24 5TANPAtC? PLAN ff0R WUNTY of RIVERslDE CAN, PREBAR. FERRRREL DOCOM.PLI�S - 2D22 CPC UbL.AS R. L. R.G.1=. 32gg4 r c