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BPOL2024-0117
BUILDING PERMIT DESIGN & DEVELOPMENT PHONE (760) 777-7125 DEPARTMENT Qa�fra WWW.LAQUINTACA.GOV 78-495 CALLE TAMPICO APPLIED DATE: 04/22/2024 ta LA QUINTA, CALIFORNIA 92253 ISSUED DATE: 04/24/2024 CALIFORNIA Permit Type: Pool Owner: PAUL PAUL YATES - RMO / CEO / PRES Permit Number: BPOL2024-0117 Applicant: TESERRA TESERRA Property Address: 57810 ROSEWOOD CT 38822 El Desierto Rd P O BOX 1280, Palm Desert, APN: 762480020 CA 92211 Legal Description Lot 20 MB 397/45 TR 32279 Contractor: TESERRA TESERRA / 656128 Property Zoning: RL, 20 38822 El Desierto Rd P O BOX 1280, Palm Desert, CA 92211 Valuation: $10,000.00 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: 2/3/25 10:49 am Page 1 of 4 1-311111]1!"a4 N Ly,IkI Permit Type: Pool Permit Number: BPOL2024-0117 Property Address: 57810 ROSEWOOD CT Printed: 2/3/25 10:49 am Page 2 of 4 1-31111111101Z"a4NIT, lkI Permit Type: Pool Permit Number: BPOL2024-0117 Property Address: 57810 ROSEWOOD CT POOL AND SPA AT REAR YARD [FERRELL 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. instruction Det; Engineer of Record FERRELL Quantity of Detached 1 BBQ Electrical (EA) 5 Spa(s)/Water Feature(s) Number of Gas 1 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 32279 Lot Number 20 Lot Size 1460.99 Centerlines 93343 Legal Description Lot 20 MB 397/45 TR 32279 I Type Group Sq Ft Value I Invoice No. Fee Fee Amount Amount Paid INV-00006120 Swimming Pool / Spa $228.84 $228.84 Gas Piping System Outlets $15.26 $15.26 Gas Piping System Outlets PC $30.51 $30.51 Detached Spa / Water Feature $228.84 $228.84 Receptacle, switch, lighting, or other outlets PC $30.51 $30.51 Digital Archiving and Records Management Fee - OTC $12.00 $12.00 Technology Enhancement Fee $8.00 $8.00 Building Standards Administration $1.00 $1.00 Swimming Pool / Spa PC $124.49 $124.49 Receptacle, switch, lighting, or other outlets $30.51 $30.51 Total for Invoice INV-00006120 $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 04/23/2024 11:04 04/23/2024 11:04 Submittal Document Verification v.1 Generic Action 04/23/2024 11:04 Plan Check v.1 04/23/2024 0:00 04/23/2024 15:46 Building Review (1 Day) v.1 Receive Submittal 04/23/2024 0:00 04/23/2024 15:46 Permit Issuance v.1 04/23/2024 15:48 04/24/2024 13:24 Verify Contractor info & Conditions have been met v.1 Generic Action 04/23/2024 15:48 Verify & Invoice Fees v.1 Generic Action 04/23/2024 15:48 Verify Fee Payment & Issue Permit v.1 Generic Action 04/24/2024 13:24 Printed: 2/3/25 10:49 am Page 3 of 4 Permit Type Pool 1:111111]1Z"a4NIT, lIII I Permit Number BPOL2024-0117 Property Address: 57810 ROSEWOOD CT Print, Attach, and Email Building Permit v.1 Create Report 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 Deck Bond v.2 Inspection Pre -Plaster v.1 Inspection Footing v.1 Inspection Footing v.2 Inspection Bond Beam v.1 Inspection Inspections - Final v.1 Final Pool v.1 Inspection 04/24/2024 13:24 04/24/2024 13:24 05/23/2024 0:00 .......... 05/23/2024 0:00 05/24/2024 9:12 05/23/2024 0:00 05/23/2024 0:00 05/23/2024 0:00 05/30/2024 0:00 06/04/2024 0:00 07/31 /2024 0:00 08/12/2024 0:00 08/13/2024 0:00 05/24/2024 9:12 05/24/2024 9:12 05/24/2024 9:12 06/04/2024 10:02 06/05/2024 10:08 O8/02/2024 9:53 O8/13/2024 12:03 09/03/2024 0:00 09/04/2024 9:46 09/03/2024 0:00 09/04/2024 9:46 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: 2/3/25 10:49 am Page 4 of 4 * NO EXISTING LANDSCAPE LIGHTING IN REAR YARD SPECIFICATIONS r * NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD • PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY SPA AT 0" WITH 12" WIDE TILE DAM WALL, DAM 1 WALL WIDTH TO BE 10 /2�� FINISHED GUNITE, 6 TILE WATERLINE, (6) JETS PER PLAN, PEBBLE SHEEN INTERIOR FINISH POOL SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED NATURAL GRAY LIGHT BROOM FINISH CONCRETE COPING SPA SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED EXISTING 5-0"H BLOCK WALL 75' PL 1 i 9' i i 1 i 1' i I 1 a � > i 1 i / �I i ® ySPA 1 i 26' I 1 24'-4" 24'-8" Pr j j 3' i WD 11' I -6" WD I I ■ 119 SQ. FT. POOL AREA CONCRETE COPING POOL EQUIPMENT 50 AMP SUBPANEL WITH 36" CLEARANCE AT FRONT AND SIDE POOL EQUIPMENT: 250,000 BTU HEATER ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED AIR LINE POOL / SPA LIGHT JUNCTION BOX POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER GUNITE SIZE 26-0" X 11'-0" SURFACE AREA OF POOL ONLY 286 SQ.FT. PERIMETER 74 LN.FT. DEPTHS MIN. 3'-6" MAX 5'-0" POOL & SPA COMBINED 342 SQ.FT. / 90 LN.FT. N m Ln Q ' m M WWi ro cq ��,� N ko J X Q Q 0 d L, Z 0 0 W IY 0 a1 0 0 W 1-- 0 0 U) W n 0 0 J W -1 n1 I c 0. 00 SPA SPECIFICATIONS SIZE 7'-0" X 7'-0" SQ. FT. 49 LN. FT. 28 SPA DAM WALL WIDTH 12" 10 1/2" GUNITE NO.OF JETS 6 AT ALTERNATIVE HEIGHT LIGHT 1 JANDY HYDROCOOL RGBW 12W RAISED SPA AT -0- SPILLWAY TYPE TILE DAM WALL SPECIAL NOTES TILE GLASS TILE WATERLINE YES R.B.B. TILE - TRIM TILE DECKING SQ. FT. SEE NOTES EXCAVATION E6OCCAT STEEL TYPE " FINISH LIGHT BROOM ACCESS FROM STREET ELEVATION SET AT EXCAVATION DEEP END RAMP LOVE SEAT CONCRETE REMOVAL LOADS SOD REMOVAL LOADS TREE REMOVAL BY IRRIGATION REMOVAL BY IRRIGATION REPAIR 6" R.B.B. 12" R.B.B. FT 18" R.B.B. - FT.EQUIPOTENTIAL 24" R.B.B. FT TAN SHELF DEPTH TANS E EXPANSION JOINTS YES CANTILEVER YES DOUBLE CANTILEVER DRAINS - SLEEVES STEPS - STEP FACE - TILE BASE SAND AND VISQUEEN BANDS MOW STRIP BONDING GRID YES WELDED WIRE MESH REBAR BARBECUE COUNTERTOP MASONRY COPING TYPE - R.B.B. FACING - 7' SPILLWAY TYPETILE DAM WALL SIZE -O" i I I BPOL2024-011 7 i I TRANSFORMER � ' � ROCK POCKETS CENTERS CI N OF LAQU N TA BU L11 N GC! VI S ON REM EWD FOR COCE COI�LI AN CE By: J.ANAYA oRE: 0412312024 i i i i i I 1 I I I 12'-11" I I � � STEPS PLUMBING FILTER JANDY PRO SERIES SIZE 340 SQ.FT. POOL PUMP JANDY E SIZE 2.7HP VSP BOOSTER PUMP SIZE ADDL PUMP SIZE ADDL PUMP SIZE PROP. EXT. WALLS PLANTER WALL RETAINING WALLS EQUIP. WALLS - SEAT WALLS FIREPIT - BARBECUE - SAND SET PAVERS - STUCCO - POOL AND SPA AT REAR YARD [FERRELL 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. i i i i i 28'-10" h&l 1q T�1W I I ` I ; ` I I I I HEATER JANDY JXi SIZE 250,000 BTU CONTROL SYSTEM MANUAL HEAT AND VALVES CHLORINATOR - WIRELESS CONTROL - SKIMMER TYPE DUAL PORT FILL LINE MP PRODUCTS AUTOFILL GAS LINE F.M. STUBS - W.F. ATTACHED TO POOL OTHER W.F. LIGHTS IN POOL 3 JANDY HYDROCOOL RGBW 12W PAINT - PEBBLE / PLASTER LIGHTS POOL 3 JANDY HYDROCOOL RGBW 12W LIGHTS SPA 1 JANDY HYDROCOOL RGBW 12W EYE BALL FITTINGS YES ECLIPSE DRAINS - DEEP HEAT RETURNS CONCRETE COPING DECKING WATERLINE TOP OF GUNITE 8" IIII IIIIII ,'° 13" ° , 18 )HIGH JET IIIIII— °" • 24" MIDDLE JET 21" _LEIr COMPACTED IIIIII ' _ SUBGRADE ° ,,LOW JET i i i i i i i i 142'-3" i III t11Mll!# • • - I I I I I I I ■ � T I ' I I _ ' I; N I I i ELECTRIC CONDUIT 100' - 11" POLYPROPYLENE GAS PIPE 2 LIGHTS IN SPA 1 JANDY HYDROCOOL RGBW 12W LIGHTS IN W.F.I ANTI VORTEX 2 POOL 2 SPA 1 SPA BYPAS Q3601NFLOOR E STUB SET EQUIPMENT YES PLUMBING SIZE 2 1/2" SUCTION & 2 1/2" RETURN DEEP HEAT PACKAGE Q360 INFLOOR ECLIPSE DRAINS - ANTIVORTEX 2 POOL 2 SPA 1 SPA BYPASS misc. FENCING FENCE TYPE - HEIGHT GATE GATE REVERSAL REMOVE & REHANG YES GUNITE DEEP END RAMP EXTEND 2nd STEP LOVESEAT COPING CANTILEVER CONCRETE _ R.B.B. - SEE STEEL EST. START EST. COMPLETION MISCELLANEOUS MISTING SYSTEM 42" 18" 7„ • BENCH ° -, CALF ET 21" 8 FOOT JET GUNITE SHELL j`1z" i i i i i i r �� i T Rihl.'k _ _ . _ _ _ _ _ . _ _ _ 19in T I I 1 — _ 1 146'-10" Mu-T I I I I I • I I � TRELLIS f OWNER RESPONSIBILITIES OWNER TO: (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION. (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF LOCAL BUILDING DEPARTMENT AT THE TIME OF ISSUANCE OF PERMIT. (3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED. (4) AGREE THAT TESERRA IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA. (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE STANDARD JET DETAIL AT ZERO A SCALE 12„_ -o„ j i� CONCRETE COPING i I' .•. � ! ' DECKING i * TOP OF GU ITE WATERLINE i « =1I ,32. j IIIIII= g' 1'-3" i I IIIIII a STEP 21„ i 3�� COMPACTED SUBGRADE 132^ STEP 2 i 1 i 42 STEP 3 (FOOT NCH 10 2, WELL STEP) i F z 1 21 EXISTING 5'-0"H i 8 i GUNITE SHELL : ` a 102" BLOCK WALL i :• . •. , ` i i i �� rM B STANDARD SPA STEP DETAIL AT ZERO SCALE: 1/2"=1'-0" ML1 F - - - I it I /� O y � � / / I 1 1 __,� I � EXISTING 5'-0"H BLOCK WALL EXISTING 5'-0"H _-.... SELF LATCHING I SELF CLOSING GATE - OPENING OUT GAS METER SAFETY FEATURES: PRIOR TO PREPLASTER INSPECTION. (6) FILL POOL IMMEDIATELY AFTER PLASTER. ( FOLLOW INSTRUCTIONS --DO NOT USE RUBBER HOSE) (7) TAKE NOTICE THAT THIS DRAWING IS THE SOLE PROPERTY OF TESERRA AND THAT ANY USE WITHOUT WRITTEN PERMISSION OF TESERRA IS PROHIBITED BY LAW. OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE. SIGNATURE(S) DATE A CUSTOM PROJECT FOR: NAME PALO VERDE LOT 20 (HS) COMMUNITY PAL❑ VERDE JOB ADDRESS 57— 810 ROSEWOOD COURT CITY LA QUINTA HOMEOWNER MOBILE HOMEOWNER EMAIL PROJECT MANAGER MOBILE (760) 275-1171 PROJECT MANAGER EMAIL grahamb@teserraoutdoors.com CUSTOMER NUMBER: SCALE _111= 1 I DATE 07,21,2023 DESIGNED BY GM, JP, PROJECT MGR.CHECKED GRAHAM B. BY MB # DBX # 98243 REVISION S DATE: BECH WIDE 18 16 I IQ -Q I I MAIN Q IELECTRICAL b I ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) HOUSE 200 AMP ELECTRICAL: EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE PANEL GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26. 2022 CALIFORNIA RESIDENTIAL CODE (BASED ON20181RC) 2022 CALIFORNIA BUILDING CODE(BASEDON20181BC) 4 2022 CALIFORNIA MECHANICAL CODE (BASED ON2018UMC) 2022 CALIFORNIA PLUMBING CODE (BASED ON2018UPC)TiTIE...RT 5 A I I I b I 2022 CALIFORNIA ELECTRICAL CODE (BASEDON2017NEC) 2022 CALIFORNIA ENERGY GREEN CODE CD 18" 18„ BENCH 15" 12" 12" 18' WIDE TYPICAL SPA STEP DETAIL AT ZERO — TOP VIEW SCALE: NOT TO SCALE Q I I7 PL ❑ I Q I b I 4 I � I b I 2022 CALIFORNIA ENERGY CODE 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 Un _ O N O _j r� / 11 8 SELECTIONS STONE TILE INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH SECTION 114 - MANDATORY REQUIREMENTS EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS TO THE POOL)7A ROSEWOOD PL SALES FIELD DIG 0 PRE—GUNITE e COURTAWA LLJ o � LiJ > PAVERS CONCRETE NATURAL GRAY POTS/BOWLS POOL HEATERS / PUMP EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS DIAL BEFORE YOU DIG UNDERGROUND TWO WORKING DAYS BEFORE YOU DIG MASONRY 0 I Q PEBB/PEAS PEBBLE SHEEN T.B.S. ALL DECKING EXPANSION JOINTS FOR REPRESENTATION ONLY, FIELD LAYOUT WILL VARY TOLLFREE 1-800-227-2600 DECK APUBLICSERVICEBY UNDERGROUND SERVICE ALERT PRE—PEBBLEII BOULDERS12 Drainage and irrigation for planters and pots, by others, DRAINAGE NOTE: unless otherwise noted. LLJ IL U U) O N O LLJ 0 LLJ O LLJ a- U O N I— O LLJ U) Q a- LLJ C) LLJ ►— # ' 6 !2# b 12' b #�' 6 1M3i1 ° 612' �4' 6 b o'JOI2' b: iM w bill viebt 61 0356' rs• _v b3M6" 6 fib' b fib' b`-O" -#• a- ■ b 8'-O' JIiIAM/� ; r31�r b` iYP. �r r ■ , so cLft-I WORM 111111:151W. �12" of t#©Rfi4Ai. W�+LL T�TA1L !�'AN5#Y£ 3OIL ' @'li _ FINISHDEP ITS WALL 5 -0 EW r v'S T Y Si�1F '!' %0Mr r Y' r Y 12L. b R3i�" 6 sN2' b OftW 6 ft12' b �l12" #'-O` T EMIZ b W"u- b �#2" b 2 6 ' �1 . 6 0012' 2'-O'12'6BIZ"b` 12"6 t2" � "6 ow -v b iI2" b. �°3ib' 4'. b b. " :61 . , mwb" r 6 ft4' 6 , 3`-0# bow, 6,-w Tyr. v REINF. }' go TALE W-I VeTAL AWVE Sou. FINISH WAU 4 -0 5 -0 b -0 -,0 8 -00 . q _o .Dom r Y NW r Y 1� r vW.W.° r Y aw IW -rlvmw 6- l2'6sI2"6 i2'b I2'6"612`6"Olry#'0 6 128: 6 "012' 6 s30I2' b 0301 * 6 "OW 6 "01r 2'-O" b ftl2' 6 `- b 0306° 6 ° b •V3f6' b 6 Ofte 12' b 63+b R � s306' 8 306" is !ne In 11" MW q" *Wow 1`10045 V-I .4al 05W VI I *3i4' 8'„dr It' "04' 4 E k caNr. wi.. iYP. 8. Prlefmaticail placed concrete shall EXTEND have a minhw a mpr`essive strantgth of -. 5-*3 Iwo WHO �;M � ISO � 2,500 pal at Z d;�s with not more b' TYP: b" MIN. , �� 51 5" GL R 3` GL R than 4-1/2 parLs sand to 1' part Cerwt NOW. REIN. 4 OU12" 5" MIN. ��" `'' � � 1fOlItJYle With"3 gallons of water per 3 � q-1:2 Q.G. EAf�I WAY • EAGI'i WAY ".. h �' sack Of cemert. i ILTYIR �:. ,` 4. P�v rlatica14 placed concrete shall be ` 'V` RE1t4F. '' "s • v .�ti kept moist for 14 dap mintmum. ' SEE TAB Y EACH WA C 10 Rclnforcl Ill conform to A.57.M b IL �€5 AND STEM • NOT PART OF NOT A-0 grade 40 bars or current a rr• STiGTiJt LAP 5il. ��' MIN. 't n speclflcatlon. TYP 1� N POOL `-.. TYP. INl POO1- ••� •r ll All rclnforGing bars to lap min. 40 w�LL fj� • � yw'4L �y.r ,. - TNIIi/. riff �:ii � ! � ia-diameters at Splices. All: , THICANM 'T r we Y Q* reinforcing as show on the dre kings am TA"•': • TYP. SEE TYPICAL POOL HEREON/ shall be supported ln` SUch a manner as 5" b' V G r ; . 5GTIONS '' to rwintaln the proper spachg betww • • -• : ,r . .. ... - x - i 1.2 Poo fvymg to be roa din Ib" Nl ,�1 � Mi � a GLR a ordmi:4 with all lowl_wd s - a u.1�. TinaNt TYP. .�["�A 47�j�� a �RANIsITION TYr■. ** .Ir b 13. System Shah :have rra Bard 90" elbows. r All steal! be 17 elbows 5-lf2" MIN. �`.'-_'!' - N6 W EONiD BEAM TO HE 1601N5 twee N6 SURGMME DETAIL . NOWErtM.9 V F1 15Ht - a. vv 1ar '1' vI T v p r IV POW r. Y 1r1 vJ812' b ewl2' bi viet2" 64 visa, rid 12' b fti2' .b ft12' . ftLT 61 ftI2'' s"Jol2' b viebt 6 OU62 61 ftiV 64. Viet I 6 fob' 6 6' SS 6 6.6 is DJ�T#'I DONN WALL -r I v- tell b 0%12" 2'-O' o30br. 4►�r till s304' ■ r FOR EXPANSIVE AROUND I°OOL 1-i5� PRJOR TO VWKIN& 5TANPARD FOOTING 10' MIN. APT'AOI SEAl.AM' I or 2 STORY FIRM SAIL R�91DlEM3AL YIENI MINIMUM #8 AWG SOLID CC; OPPi=f2 WIRE ATTACHING T POOL SHELL 12*" Io DEci�.IN6 JOINT ASAIN5T STEEL CRIB TO DECKING GRID STRI COM SM MAIL #3 BARS @ 12' O.C. EACE-E WAY WITH APPROVED 5ONDING CIAMP5 OR G" XG' 10 GA. W.W.P. PER CODE ,. N10iE5 DEGKlNB-'0ANT1 LE111='� DETAIL ON EXPANiSIVE 501L • a' ' 2-44 Wff' #3 E3AR5 @ 12- O.C. EACH WAY I6" TYR BAN SNE! 5OL . I. frtiDVIDE !Oa MIN. FOOTI?i6 A17D !- GONT. AROUI+ID OUTER PERih�'Tff+L OR G"xsn 1 O GA. W.W.E. 4"1 MIX H4�i.LN05iw y 5-112' MIN. 3'-0. TOW .L. C4PNO " 2. rlk"V!! EXPANSION JOINTS OR CirHER W6. %1 t'F . I,rbr'F►.'�0 �. b" T'iP. .�-8 _ .' ` s M #8 AWE .. AT MAX: t0`-O''S!'AGIN6 AND TRIM• AY �.,ot.r G AI I 1/*411k TC Tn q4"" ••t MINIMUM ` ILDtN6 ��►R DETAIL. NON-EXPN+i EVE SOIL H'F's .. # FIN1514 POD �'H5 DBiN . Dow . WAE,tr r v mw r Y tvw r Y nw •r y aw r Y mw -.r vI mr b "02' 6 "@12' 6 "Si2x �12' b ►12' b #WT. i`-O' 6 a30l2' 61 spow b: ofti2l 62 05012% 61 OU12" b �12' 2' b *3912' 60 05W 6 "b": 6 �Ob" 61 #6` 6 b' 12' 61 `0306" T s30b" 'i' ' T` fib' 'f" fib`' 44- .3'-a'. ' T�3 v 8 "se 'i" 4" b #304' 'f' 4' $ *304` "OW 't' ' 8' .03l4' -00 6`401. All COPPtK $UIIS%W �WRC� ORSE nEA_6__tV ra41i. �P MAX. na. � �AL�i? i�iiiFi !°1PPROAfED SOLID 5LOP#N�s 3iJIQ+C�ttAREEE DETA#L ExP� #VE SOIL I rP=-t I~ �Y s. Prl"1 �s�iN1415 i " Os. FOR _ ,.- �'' FINISH P IOOQI� TfP. S�W.�4NT. ADD FOOTiNiB SOIL I=!!ZM 501E POOL 5i1E4LWIRE iiE3JG 1=1 P �- _0 5 p 6 p -0 -4 q -0 �OW+tTO -0 "� .'0. -0 ^O �Ysl v REI . 5. PROMDE 3-IlZ'. MIN. s rONiGR T OR Arr STEEL Grub ID -0 5> TA> r Y ! .r Y Ri1F 'r vI illi° .r Y r vI '[' Y 1 WI�Il vI REINP. . CLEARANCE L= ALL ITS DECKING GRID r Y RAM 'r Y 1 "1" Y R `r v' 11Rfi" '!' Y r Y Rl WAII �.�F� 'CAEILf WITH APPROVE D _: #2' :b ►1Z' b 012" b 3eI2 I'-O' 6 12" 64. "012' 6 s3o12' 6 "0.12" b "012' b �I2" P-W > w IN VWK. ft12 b •30b' b *306 b �I * 2�_p= : ILANAYi �opEc MPS 12 6 6 s306 b .316 b i , 1112" 6 I2'::b 112°' 6 ' b :: !I :. ' b. #r 1. p* 'f. iI7` ei�1. " . ■ : r . r ., r * . * 1� " 4. ALL iIG ANE A 57ft 1IN�s WAI.•LS 6 03ob' 6 s3eb`: e • 6. ' b 3-0 _ •rP. 1N Pool 6 s3ab b 5 T s3eb 7 Iab 3-0 .Iz e�+r. oR PEfZMAN@�tT STRi�GIN A I �� E� 1 TO � Norl�Ev > bl�IAI.L ;, i°4GC�R b fib" (? 3ab' '[" O304' T' �!4' 1* # -tr * �'-a# � � TrP. INt POOL TO t'JE SEPAIRA'iE1i Y�IITii A 1/2'Fm ■ . # : • • WALL y ' PLOOR MINI. JOINT OF APPRDVED AT A NEX A ALLA,H+I JNI 6 M3lb' 6 Si4' 't' 1 .0 7 4-On � r . • . 8 " $ #" 8 t 8 0 S'-0# M41000* 'T FILLER AND SEALANiT, GLEAN EXpAN3lQN! ..10lNT. ■ b ,4■ ■ • -t■ ' ° • rjTAB ,• • : 2 ' �J 04" f S �� (�� ems. AM%Z MOTE: qr 3i4' 9' tis q■ >�t T'-0' T - ,. b. 0. MINIMUM 41-0' DEGKINF Aft GO� � �C ��TA � L wom+1 li q! +2.9'•�' •,,. 0 f 2"i pat ■ ■ t SY '8'-0" S" G#R :. 5y s EXCEPT ASP MT ONL ftl2' Of. t t�4 fir` . !f a'-0' , •A ` y '10 SU12 0x,. + 244 fk PIrGIF1G N0-i G AI L HCO r d � -- oil: rCAA --- I s' u-� a OWCI� MTAILS WROAME O Ali. � � IRAWITfow TYP. * r r1150w4airm �; '� b'' TIT RAI�B7 WIV OEM LINE l ; • 'V' REIW. ~ 5' '� 3• .hf1p MAIL ` 511E TA ELE b u.L 'b b `MJOb • _■ px1m i -t' wJ,,6' RANp - Fa4?'�++N5#1!E aOY. --0 r w 1a+r .r � � v w' w.1012 bt2" 0 b � T a _ ° q■/4!a4'"+�`� '' v` 11EI1!' 6 " - 4* YiAIL 4'-0" -O T �rAt�.e 3" :iR 6 b' IN MA T. i:�cPAN51dE 1. RAW Tyr. 11 pax PLrOOR ' br 4" FdR u.• . , .. " lb*MN.'• ATION TO ft b'-W MAK Dom. •.e ��• • . Tt1 ' 5� TAl S" U.R '. r 'riw�tTIGN br b'-O' d5o4` 2. T!i#S DETA#11 Is To ae cON li=12' ON. EITMt q' ' crrw nF *A Fye.AVOT1611 Aik BE;4d NON=EXI"+,�15IYE 501E ifl'+■ `DING REaWRi� - EF;FEGTl1/1 1094 . : P . DEFT I RAID M t l6FiT D ii 4 -0, 5 -0 v v' 1 (a -0 T vogr •'1:-0 r Y b -0 Y. Y 1iE q T Y! l0 -O .'i' Y 1 I '1` -�O Y MW !2 -O '1' Y wmw DDi4�i WALL b C�LR .TTP. - TM T. Tyr. IN POoi. 1RL.OiRR b 604` -.!" - . b, k.r 6ft6• 44il' '�' 4` . T b3l4#14 "04' 6. bl OW 8 4" .:D ".. � � b w6}44` 10 qr IV 4' ' i4' 05W 111WM 6 31 fl IW q` i4` to ' 41-V 15` OW 2II RAISED t3C�ldq OBW EWA NM SOIL ER7s62.. f NO D&ZINS R1~t IRM EFFECT FINISH DEF11I P'00 DEPTI•i + fRAISM 50NID SEAM f•iEISHT -Q 5 •-O b -O 'T -O 8 -O ` � -0 10'-0" ! -O - 12 -E? I%ft ,r Y mw T vmw v Yaw v v pm- T %o ! '1" Y r 'r' `Y` 1iEEF 'r Y Ri�w f' ' Y mw K&L 6 fib` 6 fib" 6+ b* b* 6• b *4012` 61 #4012 6 *41 V-Q& b R3116• b fib' b +* 6 e* 6 *a 61 of " ma6` 1' t6' T' *406'. 4'-0' .,. T` of - es - 11140 T■ *+ -1■ ee -I■ +* 8 - b ** 4' #* • - SUM' + I- 41 FOO`r +� • i ftl2' + 2• 44 PER FOOT -t■ if 8 ** 4" •e to ** Il' ** r 8 4` 10 11' 12' 44W fib' #1 44 #404' 414@4' 4" M q`l 10 11" 12' 13' l4` 04*619 s40b' *4e40 *4' $4644 4` 61 641b" I SW qr 10 $4i4' 't' 11' 6404" b'-W 12' *404" qI-O' 13` *404' la, 40 641 II'-W EXPANISIVE SOIL I!FP f DEGILINFi MWIRM EFP£GTIVE F1msH = POOL MPI +RAISED $EAM I l6FlT 'fH 4 -O 5 •-O' `-O T -ci S-O q'-O` 10 -0" 11-•0 12 -O . l `r Y w,;w tr Y low Y wvwT' ' Y IEw 'r Y mm 'i' Yaw '►' Y m `r 'Y' Rew - Y wial'° WAIL 6 43oI2" b fib' -or 6 Rib` 6 05W b "o12' 6 �012' 6' w3a1a" 6 �341Z' b` �3012" 5'-0' 630b' b306' b >4" 6 *f T' *W T +1ft4" 111411 $ V-*4` -8 *# 6 *e f - O1i2` 1-44 PER FOOT OI20 + 2-44 PER FOOT b s+ -Ir *e $ of $ *e ' qr of b■. *e -10er bi ear q■ eel +ee 1♦ 6" -12of &. of a' to lO. se 12" •* is al lee -. 6,-0. 411 ee 'I'-O" 10101 bl-O• 1r0 eE _ q� 13' ee III•` � `� fir, 32954 STANDPtRD MAN FOB C100UNTY Of GA. �Ar�c BY: �M.�LIES - 2D22 CDC nousia5 R. . R.G.E. 32994