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589 COASTAL OAK LN - POOL DRAWINGS Q TTE pLA -1 -r IV EXD LOT 89 AS SHOWN ON P ��;� w !�Y .A'�:'L.A1�TTIC BEACH LAT ��` i ACH COUNTRY CLUB LIMIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-157 OF THE CURRENT PUBLIC RECORDS S OF OLIVAE COUNTY, FL. GRAPHIC SCALE 30 0 15 30 11.0 Sk 00 MAM�� ( IN FEET )' �-� 1 inch = 30 ft. ® DENOTES PROPOSED PAVERS CP N% DENOTES PROPOSED CONCRETE © 10,8 Gr DENOTES CHEMICAL TOILET ' pry. 1�° .::. t�Q. ems+ - DENOTES FUTURE 4" TREE 5.27' �/ CO 11.6 c��RFo 5.27' %K 6.77' 5xn° o8,°ti °,32OEv�, � \�5,�9� �� / � •1.�3�TO� � /Ao 110 e m' 11.4 *t CO SOD REAKDOWNATMNENeTS q� r a•';:, 11.57' TOTAL LOT AREA 9,3'70 Sq. Ft. 'V�` i^� 12.2 \ sz, Pio"pyo / R/W T TCURB 1,340 Sq. Ft. j 66\� �. s GROSS SOD AREA 10,710 Ft. S . fff q �06' � 15'.50' FOUND kTION SLAB 3,531 Sq. Ft. 15.50' 23.33' DRIVE AY 844 Sq. Ft. �qr \ An7 LEAD ALK 34 Sq. Ft. \ 2 SIDEWj LK AREA 316 Sq. Ft. \ �8/ 19 f, O A/C P D(S) & GARAGE 82 Sq. Ft �' SERVI . DOOR SLAB }} CID WATE CONSERVATION 0 Sq. Ft. 0q�4 TAT I S 4,898 Sq. Ft. 1NzT_a2Q_ARLA_ 5,F12 Sq. Ft. •�' ,�� \ IMPERVIOUS COVERAGE �.� 10.2 IMPERVID S Sq. Ft.1 LOT Sq. Ft. % 4,535 Sq. Ft. 1 9,370 Sq. Ft. 48% BUILDING COVERAGE COVEREI Sq. Ft. LOT Sq. Ft• 3,531 q. Ft. 9.370 Sq. Ft. 1 38% \ GENERAL NO \ COASTAL OAK LANE 1.. BEARINGS ARE BASED ON THE CENTERUNE OF COASTAL OAK LANE AS BEING N54'18'06"W. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAV) 1988. 3, THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE"X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0408H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R.M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. --SETBACKS- j INFORMATION AN DELINEATION'S ON THIS SITE PLAN ARE VALID ONLY FOR DATES UP TO AND INCLUDING THE DATE FRONT- 20 FEET FROM FACE OF GARAGE TO BACK OF RIGHT OF WAY AND OF THIS SITE PL N. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID 15 FEET FROM BUILDING FACE OR PORCH TO BACK OF RIGHT OF WAY; INFORMATION. IN TRIES SHOULD CI MADE TO THE COMMUNITY'S FLOOD PLANE MANAGEMENT REPOSITORY, EXCEPT CORNER/DOUBLE-FRONTAGE LOTS, FOR WHICH THE NON-ADDRESS DEPARTMENT S FEREBUC WORKS, CITY OF ATLANTIC BEACH. FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING 4. FLOOD MAPS IND FOUNDATIONS HEREON ARE BASED ON IMP 1988. FACE TO BACK OF RIGHT OF WAY. 5. NO UH ERGRO ND FOUNDATIONS OR UTILITIES&NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCO OF THIS SITE PLAN. 6. ADDITIONS, DE ETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT ALIT ORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP ISI TENDED TO BE VIEWED AT A SCALE OF 1"=30' OR SMALLER. LINE TABLE 8. ENTRIES &PA OS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. LINE DIRECTION LENGTH 9. UPLAND BUFF RS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS RE IN FEET AND DECIMAL PARTS THEREOF. L1(P) N5418'06"W 89.63 11. THIS SITE PL N IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR F EEDOM OF ENCUMBRANCES. L'1(P) N54'18'O6"W 59.78 12. THIS SITE PL N WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE ABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL. STATE, REGIONAL OR LOCAL AGENCY. BOARD, AND COM ISSiON OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSI ED. CURVE TABLE 13. UNLESS A C APARSON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE P N IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA 15. BUILDING ANI IMPROVEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY LINES UNLESS OTHERWI E NOTED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. C1(P) 100.00 6.76 856'14'20"E 6.76 3'52'27" 16. PLEASE REFE TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT BOUNDARY SURVEY. 18. PUBLIC SIDEW LKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR INFORMATIONAL I JRPOSES ONLY AND ARE NOT TO BE REUED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSI NS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% SLOPE ON ALL SI EWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT DUVAL COUNTY AND ADA STAND RDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES TH CUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE ST UCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. A/C PADS M ST MAINTAIN 2' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUET DRAINAGE PURPOSES. PREPARED OR:RIVERSIDE HOMES CERTIFIED .TO:RIVERSIDE HOMES LFDEIN aaL-oemtEs xuAvxlo outs Eml-volans E06E a varm ®� SURVEYING, moi PNo-MOT1 F IT BOO.- aAcx a ame vvlttm ETEVAnaN �d.,t'Yii0 TRAIL p� �p � ' + INC. ETR-OENmES EO4E OP'PAFF.-NFNm6 F�NENI FMO` N/N-�ENNI6 PoA1T OF NAY -OewIFR WMAL NETS FIOAt 0.P.-OFNm6 NAANS PANT N-�NOIES NANNALL TAINUTA/ExAUE PAG-MCMI PONT R NY QINYAN�Mx .E.A-E-OET V d FA01FM LAND p ATry �iTTp�fL�� �f PLANNERS �E LAND •�.p�y 7p�tNYP���p7]l�fL�7�leec CONSULTANTS ppp Eq�A 7�grtc�+ a INT.-oEuotu^mrna,ra sxnGv vExlot°ate waic I� aYiND S YJ R Y E 1 ORS � Y WClNNERS - L/fND DEQ 1'ELiaP N 1 COLV S V L A S P.I.-p M PANT GF A AI ag- P.G-D'1r NNPS PANT OF ATMA INE WL-ppmEg WWyE COUNTY ROAD q (1(7}�E�1 'py Q Q] \\\ 1y �1 f�fyf�,� P.0.G-NPIIDiFS Pert OF AYWAN£ 15p0E1N�NCNyO� N J, ROAD X 15 SUITE 1!O• ION (904) 264�Fa6i/:e'f. PN NAE-MOM PM NN NNL P.T.-N NOTE PANT OF TANOENCT P.SLL-OFN016 PNOFE39AiAL RwTA1 AND YAPPER P.LS-vENor,s PNOPESNAIAL wN+_ Asn:-vwmes�EnFlcnnax GREEN I.'O�Fi SPRII�TGS NOTI3, x/A-NENONs xm APPucAmc/Avwuaz FL 3204.3 FAX 904 284'2258 DAG-NENOTEs vANAVE A oAQ=AR aw 0n PpFty,,N Rc� , F.E.-DET OM O-TT r -W -NOM Euv oovxtr uA,rr kltxaurr CER a u• CA a E OF A V i 8O1RLZATION IS #58 1 u.G-Downs mw FASF.(E1-vvloTFs FAsvuxr v.F.-vAwTFs I1.06 COPYRIGHT .E OF`U `N y` 1mFD NUti FASeNM biOs Y Ai,3a7.a i O 2®J, GGG-CMV AAT AFLINIC TIE C F.P.Ei-OAiOIEN ftAWOA ANO Urtir - . s. , -vENoro sT xwns w NArEN NnnxmmlT vumlm NOTATION: F.I.R.M. FLOOD ZONE EDWA+E-N(�OFNOiFS IETIFA tF NAP toN '� E EN�uAPNLNsa nuu Y graphically P The survey hereon was made without benefit of abstract or W/ELEVATION: N. TMI;pwrPNNATNNAL YRiIGLNAtU1 "I HEREBY CERTIFY, that this survere resents X (N/A) x.wv.A-oENmEs NarN VEi11CAL oANY FF -xEHOTFSMm YANAWERNTAhPICY the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram F.LRLL-OpmE4 FlOOO N NATE YAI• regarding PANEL NO.: o-llewlE4 AM+£ L-_ direction and complies with the latest Standards of Trail Surveyingmake no Certifications re ardin information 120077 0400H 6/3/13 M=v°w°a�RAEN�sxNn _oe0°,°NT, Practice for Surveysas promulgated by the Florida State shown or not shown hereon c�-MOMGLOUTM tESTR-�FOMRONNa pertaining t� easements, claims LP._MOM IM PIPE Lv._NNOTn IM-CATwx Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, NO-cuwrEs FN x SmN PP-owores PAZ 9 Y. xG-NENotPs rAreEN TA&-OFNA16 PAZ%F BANK 5J-17 F.A.C.; Pursuant to section 472.027, Florida FB/PG: N/A YAwwFBoundary Line disputes, agreements, reservations or other o-ENOR4•N4•mNFRFE MNY TIMOFlGTINNAxNmn statues, subject to'all notes and notations shown hereon. similar matters which may appear ear in the abstract, or search. -MOi 4x4•ooNwErt W Pwl vFNNNs s/A•NPRNI sEr�- yvm rcNVIEA PIAS NAxvN IOWOFlGATIAI wz NaNR E- .TTy MWME N/A N A DATE: SCALE: -mms i 5[susEv�sMEAEN NSP-oeAns maNAwawxrePAN / This survey is prepared and certified for.the exclusive use of 8/3/16 1"=30' YEG-oENO°1015orm w, Ew,°'oI' "ATw E.Ao-m°Tos>R ,ux FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: N/A the original raised seal of a Florida licensed surveyor and 1349-16-020 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DDM CHECKED BY: DBG SHEET 1 OF 1 OFFICE COPY 3"MIN.(TYP.) EXPANSION JOINT 811-11" a DECK SLAIREIN VINYL 1/2"WHITE VINYL JOINT I 8"-11" DECK SLAB 6^ Z STRIP(N/A FOR PAVER WATER UNE TILE, DECKS) GLAZED,Mlb.4" TILE � -CONCRETE DECK(OPTIONAL) = °WITH SLIP RESISTANT TOPPINGON COMPACTED GROUND WITH SEE STRUCTURAoALTERNATE LOCATION OF IBOND BEAM BAR(TYP) I oALL ORGANIC MATERIAL BOND REMOVED.4"THK.WITH FIBER BARLMESH,6"WITH#3 REBARTYPICAL WALL RE URN,OR ) I VACUUM FITTING,WITH 3 EA#3 REBAR CONTINUOUS 18" WATER STOP FLA GE z o LAP SPLICES AS NECESSARY '� O0 LIGHT FIXTURE& 3„ O s" NICHE MIN. I z Of a CANTILEVER DECK DETAIL COPING DETAIL MIN. — R=6"WHEN H=3-0" ¢ N.T.S. N.T.S. RADIUS INCREAS S 6"FOR EACH 1'OF DEPTH<T-0" R=2'-0"WHEN H 5'-0" 2-#3 EACH WAY •� RADIUS INCREASES 1'FOR EACH 1'OF DEPTH>5'-0" I I o STD.REINF.: QUARTZ A GREGATE PLASTER FINISH • #3 REBAR @ 10"O.C.B.W.MIN. SHO CRETE WALL I g^ COVER 3"(EARTH SIDE),2" 6"MI SHELL EXPANSION JOINT DECK SLAB (POOL SIDE). REFER TO THICKNESS STRUCTURAL NOTE#1 FOR ALTERNATE SCHEDULE. LIGHT NICHE DETAIL N.T.S. 2-#3 + BEND DOWN 1 BOND BEAM BARS TYPICAL POOL WALL SECTION ° SCALE:N.T.S. #3 BAR BEND AS SHOWN — _ � 3-#3 o SPA WALL SKIMMER DETAIL MINIMAL BOND BEAM SCHEDULE N.T.S. N.T.S. CONCRETE NOTE: MAYBE USED WITH DEPTH OF THICKNESS SAND,GRAVEL,OR ROCK WATER FT INCHES SOIL CONDITIONS ONLY. 10"MIN. 3.0 6 z 6"MAX. WATER &2P'LI,TERNATE 3.5 6 TROUGH MBING SEE SPA WALL CH. ATION 4.0 8 SEE STRUCTURAL AT GRADE 4.5 10 2-#3 BARS 6" NOTE 15 III_I AT GRADE (OR1-#4 BAR) PLANS EXPIRE: PLANS VALID FOR THIS 5.0 10 Zj ZJFI--VI WATER OR ELEVATED BUILDING DEPT. ONLY: HORIZ.REIN.#3 BARS 8" I TROUGH �VERTICAL O.C.FOR FREE STANDING OCTOBER 24, REINFORCEMENT#3- WALLS = a�10 INCH CENTERS. AL REINF.VERT.REINWALLSF.SEE PA °R 2017 CITY OF JACKSONVILLE, FL NOTE:GREATER WALL WALL SCH. C.E.W.THICKNESS(T)OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED — FOR AESTHETICS OR SHEER DESCENT DETAIL PLUMBING N.T.S. RESIDENTIAL FROM SPA TO POOLOR REINF. L Certiffcattil(onthelifpnp.28177 MIN.15"LAP EITHER 433 Al C) K 101 STRUCTURAL DETAILS `SU1p SPA DETAIL DIRECTION N.T.S. eaaeee�o�®'�i`\C E e YV Ce� ev°oa®f POOLS BY JOHN GARNER No 56714 CPC 049389, 1456631, 1457486 * 10221 BEACH BLVD. T JACKSONVILLE, FL 32246 Jnrya9�� � .,p �e°°® 904-743-2060 I q ?� MAC o,�p'-;r, E-/��"`• ® `a -"^ NOT TO SCALE SHEET 2 OF 4 DWG.BY._I PROF 1, F�(tas` APPROVED BY: JEL� OFFICE COPY ENERGY EFFICIENCY NOTES: ELECTRICAL NOTES: TRANSFORMER REQUIRED FOR 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC LOW-VOLTAGE INSTALLATIONS ONLY PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, 1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL t.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING POOL SYSTEMS BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS 1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE,BUT ARE NOT LIMITED GENERATION TO LADDERS,RAILINGS,PIPING,CONDUIT,METAL DOOR FRAMES AND METAL PARTS \ 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE WITHIN 5'OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD,LISTED 1 EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS(I.E. j LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING OUTDOOR.POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND,CONTACT ENGINEER SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN BEFORE PROCEEDING. 300 WATT I REFER TO OPERATING SEASON. T MIN.FROM INSIDE WALL UNDERWATER j NOTE 4 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 LIGHT \ 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND WIRING SHALL NOT BE PERMITTED START INDUCTION RUN TYPES UNDER THE POOL OR WITHIN 5'HORIZONTALLY FROM THE INSIDE WALL OF THE POOL R 3.15. POOL PUMPS AND POOL PUMP MOTORS WITH ATOTAL HORSEPOWER(HP)OF UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC 77 GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE (� TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE GFCI Y T MORE THAN}OF THE MOTOR'S MAXIMUM ROTATION RATE. PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT t 1 POOL PUMP ATA MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED LESS THAN 12'ABOVE MAXIMUM WATER LEVEL. I SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE / BONDING CONDUCTOR. CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 3. IF APPLICABLE,PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER REFER TO NOTE#7 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V CIRCUITS V TO 15'IN LENGTH, SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE PROVIDE#8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 15', SOLAR HEAT GAIN. BUT LESS THAN 25'IN LENGTH,PROVIDE#6 AWG CONDUCTORS AND#6 GROUND. NO 12V 1 I 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH CIRCUIT SHALL BE MORE THAN 25'IN LENGTH. 1 ! SPA ENERGY EFFICIENCY."FERICAN IONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT 15- \ OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE \ --------------- / SHALL BE LOCATED NOT LESS THAN 10 FT.FROM AND NOT MORE THAN 20 FT.FROM THE \ .... T —'—'— — — —' TO GROUND FAULT CIRCUIT INSIDE WALL OF THE POOL.THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. BONDING GRID. INTERRUPTER THEN TO POWER 6 IN.ABOVE THE FLOOR,PLATFORM,OR GRADE LEVEL SERVING THE POOL. REFER TO NOTE#6 SOURCE WITH TRANSFORMER 4'MIN. 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL JUNCTION BOX EQUIPMENT,IF APPLICABLE. TYPICAL SWIMMING POOL BONDING RID PLAN RIGID,IMC OR NON METALLIC 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING #8 AWG COPPER WIRE CONDUIT SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR TIMECLOCK BRASS OR NON METALLIC THE ENTIRE POOL PERIMETER.THE BONDING GRID MAY BE COMPOSED OF STEEL CONDUIT OR APPROVED N L REINFORCING RODS(REBAR),OR#8 BARE,SOLID COPPER CONDUCTORS.6 X 6 X 10 WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS TO SERVICE EQUIVALENT AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR#8 SOLID PANEL COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH JUNCTION SPST ? CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION MUST BE IN ACCORDANCE BOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEC. WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC-LATEST VERSION)AND FLORIDA SWITCH APPROVED AND SHALL FEATURE STAINLESS STEEL BUILDING CODE(FBC-LATEST VERSION)W/LATEST AMENDMENTS. 4'MIN. FORMING SHELL WITH BRASS MOUNTING RING. DISCONNECT SHELL SHALL HAVE A 1"NPT CONDUIT WITH OPENING 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN PACKING GLAND. LIGHT SHALL BE HOUSED IN A NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE#8 AWG STAINLESS STEEL ENCAPSULATION BOLTED TO A PUMP BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES CHROME PLATED FACE RING FOR COMPRESSING OF BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL DECK NOTES: A 360°DOUBLE WALL SYNTHETIC GASKET. POOL OR SPA.THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO 12 V TRANS. COMPLIANCE WITH S.680.26(C)OF THE NEC(2014),NFPA 20,ADOPTED BY REFERENCE 1. ALL LECTRICAL SHALL CONFORM WITH ART 680 NEC- WITHIN FBC. 3#12 IN y"COND. LATE3T SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& 2. BON ALL SHEATHED CABLES,RACEWAYS,METAL PIPING 30OW,12V LAMP OR 120 VAC W/GFCI PER NEC 12V/30OW WITH LOW WATER AND LL FIXED METAL PARTS NOT SEPARATED BY CUT-OFF OR 120 VACW/GFCI #8 AWG PRESSURE GROUND PLANS EXPIRE: PLANS VALID FOR THIS PER NEC PER ANENT BARRIER,IF WITHIN 5 FT HORIZONTALLY FROM CONNECTOR TO COMMON WAT R,12 FT VERTICALLY OF MAX WATER LEVEL. BONDING WITH REINFORCING BUILDING DEPT. ONLY: ELECTRICAL DIAGRAM STEEL OR PLUMBING SERVICE PANEL INCOMING POWER SUPPLY JUNCTION SFORMEBOX(IF USED) POOL LIGHT DETAIL OCTOBER24, 201 !'7CITY OF JACKSONVILLE FL LADDER,HAND RAIL, DIVING BOARD,ETC._ TRANSFORMER POOL LIGHT POOL LIGHT NEUTRALBAR HEATER CASE TO GROUND RESIDENTIAL PUMP POOL CONTROL VAP ELECTRICAL NOTES METAL CONDUITS REINFORCING PANEL MOTOR GROUND BAR OR PIPING SYSTEM STEEL III oo III Certific w4ilk6lf ucity-No.28177 ;GROUNDBAR EUTRAL BAR TRANSFORMER 4 iA73�B O q6 T btu E 101 LE, AND DETAILS FLEXIBLE CORD INN kef CONDUCTOR cp GROUNDING TERMINAL ,�: • ' •°o v�ua POOLS BY JOHN GARNER H-N-G PUMP MOTOR ' ° 0. X7'4 ° r CPC 049389, 1456631, 1457486 #8 BOND TO #8 BOND TO * 10221 BEACH BLVD. STRUCTURAL STEEL #8 BOND IN STRUCTURAL PVC CONDUIT STEEL CONTROL PANEL g 'off e JACKSONVILLE, FL 32246 TYPICAL GROUNDING SCHEMATIC 904-743-2060 TYPICAL BONDING SCHEMATIC ®�,s �1py• !•6m• MAG ,_//R7��`/�g Y`�`� NOT TO SCALE DWG.BY. 4�d��E56ALZ41EER- SHEET 4 OF 4APPROVED BY: JEj 0