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1667 ATLANTIC BEACH DR - DWGS- FLOW TH U SPA NO SKIM FR TYPICAL GR. F(1N 3 SKIMMER RP11AR, 2' OUT 1f'tl-FI 01 CU To SKIMMER RE4t§IRFI) FOR SPA WITH _ INDEPENDENT FILTRATION SYS'IF:M WATER - LINE. P XCEPTION: ROPE AND FLOATS INSTALLED IF _ 8" Mse. LESS THAN 4'-6" Radius 3 Mu, 1� 8' Min. O SLOP7 E CIUNGE POOL SECTION DETAIL 3;"i I. SB2876, 6-20-01 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMM NG POOLS, THE USE OF AN ()NDERGROUND BONDING CONDUCTOR MADE OF 01 A G. DARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCL( BELOW SUBGRADE, AND 18 TO 24 INCITES FROM INSIDE WALL OF A SWIMMING POOL O L SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMI, .LANCE WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR FOOTING - 4" DECK 2,500 OPTIONAL I psi (Mia.) (:INC. * W/FIBER MESH SAMPLE ONLY. EACH APPLICATION FIOR PERMIT SHALL., BE BASED ON A TOTAL DYNANOC I IF -AD OF 60 ft. Dc'lermine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Fequired: I Skimmer per 800 sQ jt1.vv:1mim:cinHours: sq. flx___ ave depth x7 481 gal1cf = ___,Ilo'lull _ mudhr = minutes Flow Rate: _ �._---8atlons/ hours__._._ _ minutes - gPm PIPE SITING CHART (MAXIMUM) REQUIRED IF''THE PUMP MCEEDS I lip (YPTOT-44 IWT:(,XWI Pl.O1va11NU WILL. BF; f"UN FOR TI It. MAX 04" 35 GPM 65 GPM I J4" IN'1YR 4NIo 60 105 OPTIONAL, 12V LIGHT zf4 90 147 Z, g' ED DESIGNS. W/TRANS. )." BRASS RAIL OPTIONAL - 4" 235 396 OR PVC (SEE NOTES) FOR P(X)LS WITH VO1.l1ME-15,000 CoC1 5. IINI. OVERLAP, NO 1.1 WATIONS TO IIAYWARD SP3015X202A7.(.SPA) DUAL MAIN DRAINS SHAD EXCEPT FOR w '- q REQUIRED (TAMPER DIVING in PROOF/SEE NOTES) f/ STEPS OPTIONAL - SWI'4-OUT OR LADDER ENTRY REQUIRED -, (SEE NOTES) REQUIRED (GJUn CU) t!AIN DRAIN REQUIRE '� �...._. WHERF,DEPTNOVER CIRCULATION .. ' CAMPERPROOFISEENOTES) _ 5' DEEP (SEE NOTES) CINE t 5 AGH'TING R BONDING SAME AS VFNT i� POOL — GENERAL POO 1tA11.01'T'lONAI, - LINE >AOLIMITATIONS ONSHAPE PLAN GENERz L SPA PLAN Z-9" Min. EXCEPT FOR SLOPING FN UES.4'-0"Mac. --� SEE NSPI i RE IiAND11OLAS WATER - LINE. P XCEPTION: ROPE AND FLOATS INSTALLED IF _ 8" Mse. LESS THAN 4'-6" Radius 3 Mu, 1� 8' Min. O SLOP7 E CIUNGE POOL SECTION DETAIL 3;"i I. SB2876, 6-20-01 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMM NG POOLS, THE USE OF AN ()NDERGROUND BONDING CONDUCTOR MADE OF 01 A G. DARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCL( BELOW SUBGRADE, AND 18 TO 24 INCITES FROM INSIDE WALL OF A SWIMMING POOL O L SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMI, .LANCE WITH s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR FOOTING - 4" DECK 2,500 OPTIONAL I psi (Mia.) (:INC. * W/FIBER MESH SAMPLE ONLY. EACH APPLICATION FIOR PERMIT SHALL., BE BASED ON A TOTAL DYNANOC I IF -AD OF 60 ft. Dc'lermine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Fequired: I Skimmer per 800 sQ jt1.vv:1mim:cinHours: sq. flx___ ave depth x7 481 gal1cf = ___,Ilo'lull _ mudhr = minutes Flow Rate: _ �._---8atlons/ hours__._._ _ minutes - gPm PIPE SITING CHART (MAXIMUM) REQUIRED IF''THE PUMP MCEEDS I lip PIPE SUCTION PRESSURE Pl.O1va11NU WILL. BF; f"UN FOR TI It. MAX 04" 35 GPM 65 GPM FI -D 0+ T1 IV Pl IMP. REFT.R70 ID14 60 105 CAI.WJ AVMS FOR VAWABIXOR DUAL zf4 90 147 Z, g' ED DESIGNS. X. 135 230 61 4" 235 396 OR tiAYWARD 01750, I75 ()PM FOR P(X)LS WITH VO1.l1ME-15,000 CoC1 5. IINI. OVERLAP, PI.1MP. HAYWARDSP30N0XI5W, (P(X)I.) ASTM A30.5 IIAYWARD SP3015X202A7.(.SPA) ; DUAL SPEED %)MPS '- TURNOVER RATE -6HCN)RS-360 MINS. ! w DECK FINISH REQUIRED IF''THE PUMP MCEEDS I lip PER CONTRACT Pl.O1va11NU WILL. BF; f"UN FOR TI It. MAX (NON -SLIP) FI -D 0+ T1 IV Pl IMP. REFT.R70 ID14 W/O)#3 BARS OPTIONAL CAI.WJ AVMS FOR VAWABIXOR DUAL _ g' ED DESIGNS. - BI.TIiR: IUYWARD C 1200, 320 ()PM CAPACITY 61 6" Mtn. WALL do FLOOR THICKNESS. 3,500 psi (MIND C' N4C. OR tiAYWARD 01750, I75 ()PM 8., POOL/SPA, D Y2,.._ I. POOL FYISH . - 8" X v FOOTING BEAM @ ' BAR R" W/O)#3 BARS OPTIONAL CLEANER: HAYWARD VAC LOC' OR (1) k5 BAR YWTSCRE1W.WATERWAY 640.231XV MARCiTE OR 61 6" Mtn. WALL do FLOOR THICKNESS. 3,500 psi (MIND C' N4C. 03 BARS ON 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" P IINI. OVERLAP, 2" MIN.COVERAGE ON STEEL W/CONC. TO ASTM .15. All ASTM A30.5 Structural subject to Suitable soil condifi C.I --ANFRNAC PIPE SIZE POOL/SPA, D Y2,.._ I. POOL FYISH PFI CONTRA( 7 WANDRAIN, CUSTOM MOLDED 25507.1000Iu CLEANER: HAYWARD VAC LOC' _. FINISH)" YWTSCRE1W.WATERWAY 640.231XV MARCiTE OR EXPOSED MAIN SUCTION PIPE SIZE AGC.REGA'TE SKIAb a( SUCTION PIPE SITE C.I --ANFRNAC PIPE SIZE FLOOR I Rh71IRNSI.R:TI0NPIPESVI ... _ urrioNAI.) _. FQuIPMF.NT LOCATION SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSP13, ANSUNSPI 4, ANSI/ NSPI 5, AND ANSVNSPI 6, ANSVAPSP 7 AND ANSVAPSP BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES- -SLIDES SHALL MEET THE MANUFACT'URE'S INSTALLATION REQUIREMENT'S. -ENTRY/EXIT: REQUIRED AT THE SHALLOW END AND DEEP END IF OVER 5 FEET DEEP, ACCEPTABLE ARE STAIRS (10' MIN TREAD WITH 240 SQUARE INCH MIN. AREA, 12' MAX. RISER WITH INTERMEDIATE TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS, AND SWIM OUTS (MAX. 20" BELOW WATER). -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WT1H NSF 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHA'.L HAVE AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MELT ANSVUL1081 CORROSION RESISTANT WITH S'T'RAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE. AREA. -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 300 SQUARE FEET. -HEATER SI4ALL MEET ANSI-Z21.56OR UL 1261 OR UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR gallons VENT LINE TO DUAL MAIN DRAINS 6" LINE OF L GRADE VENT DETAIL ,tinnnl) W ; I" • MAIN DRAINS AS OF 12-19.08 ANSI/ASME At 17.19.8-2007 POOL MIN. GRATE OPEN AREA - FLOW117.8 FOR VELOCITY 67SF,C CIAANER .1 Ni. RESIDENCE SPECIAL. SPA REQUIREMENTS:'. -MAXIMUM WATER DEP'T'H 4', MAXIMUM SFAT DF.FTH 28', MAX. 15 -FLOOR SLOPE 1:12 -STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS 'TTiE SEAT. INTERMEDIATE TREADS AND,RISERS TO BE UNIFORM.IFTHE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR 7VRNOVER, IF CONTINUOUS A SIX HOUR 77JR1�OVER MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSUNSPI ARTICLE XVII, SAFETY tNSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER T LECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 27, FLORIDA BUILDING f CODE 2010 AND NEC 208: !{{{ -NO OUTLETOR OVERHEAD POWER WI'1141V l0' IF WM41N IS- PROTECT BY GFT, TRANSFORMER MIN. IU FROM POOL, S" ABOVF WAjTR_ J BOX V FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. FLORIDA BUILDLNG CODE R4101 i FRE POOL CONTRACTOR IS RESPONSIBLE FOR URNSHING ALL DETAIL DESIGN REQUIREMENTS OR EACH INDIVIDUAL POOL IN ACCORDANCE WITH ITE FLORIDA BUILDING CODE, AND ALL INSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH TTIE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSVASME Al 12.19.8.2W7 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES, T HE'IWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTTON GRATES MAY BE USED IF APPROVED AT A MAXIMUM QQFF 134 FPS AND THE SUCTION PIPING IS RECFS,SED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MAY BE INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE 71ED TO THE MAIN DRAIN LINES, SIZED "THE SAME ASTHE HE MAIN DRAIN SUCTION LINE W17T-I A MAXIMUM LENGTH OF VENT PIPINGTO BF 30. THE YENT PIPE WILL BE ELBOWED UP AND OVER WfITi A 6RAT'E FOR PROT `_JCTTON AND LABELED "SAFETY VENT' AND/OR "SAFF,TY VENT LINE'. SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 glan. ITW FOLLOWING SHALL BE LABELED WIT')I LABEL MARKER TAPE AT THE FH,TER LOCATION: PIPES, VALVES, PUMP(S) OFF SWIYCH. r(' HAS BEEN CERTIFIED TIL :. rESE DESIUN REQUIREMENTS ARE IN COMPLIANCT WITH THE MORIDA BUILi)VING 4'ODE R4101,424.2-20 10, ANSUNSPI 3, ANSVNSP14, ANSLV1-1'"* ` ANSI,9IS)'16, ANSL'APSP 7 AND ANSVAPSP15 Y ISLAND POOLS FB_ NOTES DR. BY MS DIR. P:\2016\80724-156761—FNL ORDER NO. 156761 FILE 80724 MAP SHOWING BOUNDARY SURVEY OF L 0 T 12 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: DAVID DENT & CAROL DENT J. RILEY WILLIAMS, PLC CHICAGO TITLE INSURANCE COMPANY TBI MORTGAGE COMPANY, ISAOA/ATIMA COMMUNITY DEVELOPMENT APPROVED 0 0 o R D q• AIC P GO 5 _0� } f � 0 n c i� WING WAU� 58. 1 7E) " STUCCOCE S10R N m. .y 1*0 4.sof-No 1661 S 2 Et3CE 0 q L - (JI pROV10NDSPERIMEStiR 20.00 ik 10/ 55.32.35 J � 1 0 �Q N � 2 v a NORTH NAIL OF PEGGED MANHOLE CENTERLINE ®-DENOTES FND 5/8" I.R. INTERSECTION OF ATLANTIC LB 3857 BEACH DRI & COASTAL UNLESS OTHERWISE NOTED OAKS LANE THH —DENOTES TELEVISION HAND HOLE ELEVATION: (7.92) UEV — DENOTES ELECTRIC VAULT ELEVATIONS SHOWN HEREON WM — DENOTES WATER METER TVRB — DENOTES CABLE RISER BOX REFER TO AVD OF 1988 — 0— DENOTES CONCRETE ADD CERTIFICATIONS; 10-20-17 ADD CERTIFICATIONS; 09-21-17 (OFFICE) (OFFICE) ®-DENOTES BRICK PAVERS FINAL; W.O. #156761; 7-17-17 (FIELD) FOUNDATION; W/0#153836; 01-31-17 (FIELD) LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.#153121; 12-13-16 (FIELD) NOTE: THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. SIDE/FRONT TIES ARE TO THE FOUNDATION. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" (SHADED) PER LOMR CASE NO. 15-04-4216A, DATED 05-04-15 AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. AND SURVEYORS — 3751 SAN JOSE PL 4C& SUITE 15 — JACKSONVILL& FLORIDA 32257 — 904/279-0088 — LICENSED LAND BUSINESS NO. 3857 FNo. - FOUND "T egend A/C = NR CONDITIONER b = IDENTIFICATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE 5 _ ESM=EASEMENT CON - CONCRETE �•) _ SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN — 4 - MON. = MONUMENT P.R.M. PERMANENT REFERENCE AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET I.P. - IRON PIPE I.R.NT IRON ROD P.T. POINT OF TANGENCY FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT ALL P.C.P. = PERMANENT CONTROL POINT PIC. POINT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES. AMERICAN CH =CHORD A =ARC LENGTH R = RADIUS ppiNT Of REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE B.R.L. = BUILDING RESTRICTION LINE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS OF FLORIDA, (((D) = DEED (((( F.P.&L.= FLORIDA POWER & LIGHT JAMES D. HARRISON, JR., NO. 2647 INC. P5 = PIAT RSS = RADIAL LINE = CENTER UNE U.D.E - UNOBSTRUCTED DRAINAGE EASEMENT NGVD = NATIONAL GEODETIC VERTICAL DATUM NAVE) = NORTH AMERICAN VERTICAL DATUM MICHAEL A. GARRETT. NO. 6643 SCALE 1"=20' R/W - RIGHT-OF-WAY P.I. = POINT OF INTERSECTION / 9 (R) _ACTUAL (W) -WITNESS EOW EDGE OF WATER TOB TOP OF BANK - .. �+-�..•-..-.r. _ - F.F.E. - FINISH FLOOR ELEVATION to = LICENSED BUSINESS DATE 08-09-16 FLORIDA URVEYOD MAPPER —8 FB_ NOTES DR. BY MS DIR. P:\2016\80724-156761—FNL ORDER NO. 156761 FILE 80724 MAP SHOWING BOUNDARY SURVEY OF LOT 12 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED 1N PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: DAVID DENT & CAROL DENT J. RILEY WILLIAMS, PLC CHICAGO TITLE INSURANCE COMPANY TRI MORTGAGE COMPANY, ISAOA/ATIMA e rA[**'46k;'fkA " 1 .0 0 0%0) Lo ". '� I%%. Tr4 i t C'44 0 P• L 0 U, �p C. 4_ p 75,32 35 4X4 P/CCO +. G, W,H`ANG — NORTH NAIL OF PEGGED MANHOLE CENTERLINE INTERSECT104 OF ATLANTIC BEACH DRI & COASTAL OAKS LANE ELEVATION: (17.92) II1 A --1 A i 5�Cr0 "0 RAS SEN o 66'l POOR ESS F.f cp i "511��Vlt 11D1 11\1 a.20wjtT a pROUNt Of R.\- '120 T O} J X5.32, 35MW 5 1 1 L 0 � NO %1> ?� o ''v Or a i.4,- fyo will fd;*J� s ELEVATIONS SHOWN HEREON REf'Ef2 TONAVD- Or- — - - ADD CERTIFICATIONS; 10-20-17 (OFFICE) ADD CERTIFICATIONS; 09-21-17 (OFFICE) FINAL; W.O. #156761; —17-17 (FIELD) FOUNDATION; W/0#1538 6; 01-31-17 (FIELD) LOT do HOUSE STAKE OJT (GOOD—SET F.F.E.); W.O.#153121; 12-13-16 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT AAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. V FND. - FOUND ESMT - EASEMENT CONIC CONCRETE MON. = MONUMENT I.P.• IRON PIPE I.R. IRON ROD A = DELTA ANGLE CH = CHORD A = ARC LENGTH R RADIUS (c) = CALCULATED p DEED P PUT R RADIAL UNE j CENTER UNE R/W = RICHT—OF—WA (R) = ACTUAL (W) - WITNESS F.F.E = FINISH FLOOR u 0 -DENOTES FND 5/8" I.R. LB 3857 UNLESS OTHERWISE NOTED THH - DENOTES TELEVISION HAND HOLE UEV - DENOTES ELECTRIC VAULT WM - DENOTES WATER METER TVRB - DENOTES CABLE RISER BOX__ 0 -DENOTES CONCRETE O -DENOTES BRICK PAVERS NOTE: SIDE/FRONT TIES ARE TO THE FOUNDATION. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES -X- (SHADED) PER LOMR CASE NO. 15-04-4216A, DATED 05-04-15 AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE. FLORIDA, DATED 06-03-13 L AMERICAN SURVEYORS OF FLORIDA, INC. AM SURWyORS - 3751 SAN JOSE PDGF; SUITE 15 - JACKSONVILLE, FLORILK 32257 - 904/279-OOM - LICENSED LAND BUSYNESS NO. 3857 ■ —J 4� ALL AMERICAN SURVEYORS OF FLORIDA, INC. —9 — B FILE 80724 NOT A/C = NR CONDITIONER 1. IDENTIFICATION (TrPJ = TYPICAL P.R.M. = PERMANENT REFERENCE MONUMENT P.T. POINT OF TANGENCY P.C.P. = PERMANENT CONTROL POINT P.C. = POINT OF CURVE P.R.C. POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE B.R.L BUILDING RESTRICTION UNE F.P.&L= FLORIDA POWER h UGHT U.D.E = UNOBSTRUCTED DRAINAGE EASEMENT NG `D = NATIONAL GEODETIC VERTICAL DATUM NAVO = NORTH AMERICAN VERTICAL. DATUM P.I. = POINT OF INTERSECTION EOW = EDGE OF WATER TOB =TOP OF BANK LB LICENSED BUSINESS THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT TO CHAPTER 472.027 / CHAPTER 611317-6, FLORIDA STATUTES. SURVEY NOT VALID UNLESS EMBOSSED BY SEAL JAMES D. HARRISON, JR., No. 2647 MFCHAEL A. GARRETT. No. 6643 SCALE 1"=20' ^ DATE 08-09-16 F.B. NOTES— 7— DR. 8Y MS DIR. P:\2016\80724-156761—FNL ORDER NO. 156761 MAPPER jets each wall lease mark air and wate lines COMMUNITY DEME OPME APPRO ED 0111 110,M] TU J1Ak,AI)!SL. fly 6ft 3 - - N N jet each wa N Light ou 1 0' RD Gray Island Pools LLC 904-334-5421 rd@islandpools.org FFE of existing hom is at 10.92 the FFE of the pool Jeck will be 8.92 FIFE decking or 24" lower than existing patio nd level with existing yard grade M N Pool beam is 8"-9" elevation is 2 steps down from existing patio decking will be 11/4" travertine paver declking and will cover existing 6ft raised spa 12" 6 therapy jets with 10" beam 2hp blower and 399K BTU gas heater IC40 with easy touch LED pool and spa 120v lights. Verify pool equipment location before setting maintain minimum setbacks of 5 feet from property lines RD GRAY 334-5421 Owner: Dent (0\11 "(1"I State: Address: 1667 Atlantic Beach Dr Zip: City: Atlantic Beach Phone: SKIMMERS: 1 Phone: SPA MAIN DRAINS: POOL SPECS HEADS: SIZE: 12x24 SQFT: 450 sft DEPTH: 3.5- 6 PERIMETER: 90 Ift EST TOTAL GALLONS: SKIMMERS: 1 RETURNS: 3 INTERIOR MATERIAL: SPECIAL: TILE: NOTES: SPA SPECS SIZE: 6ft DEPTH: EST TOTAL GALLONS: RAISED HEIGHT: RETURNS: INTERIOR MATERIAL: SPECIAL: NOTES: PLUMBING SQFT: _ PERIMETER: SPILLWAY: _ SKIMMERS: TILE: RETURNS: 3 SKIMMERS: 1 POOL MAIN DRAINS: 2 SPA MAIN DRAINS: CLEANING SYSTEM: suction HEADS: VAC LINES: ROBOT VAC: WATER FEATURES: SPA SPILLWAY: LIGHTS IN POOL: LIGHTS IN SPA: TOTAL PIPE: SPECIAL: NOTES: DECK DECK TYPE: Brick pavers ELEVATION: TOTAL DECK SQFT: 500 sft PERIMETER: RAISED BEAM: LIP STYLE: MATERIAL 1: MATERIAL 2: SPECIAL: NOTES: EQUIPMENT POOL PUMP: Intelliflo VS3050 2ND PUMP: FILTRATION: Cartridge FILTER SIZE: RP 150 HEATER: INLINE: TIMER: Easy Touch 4 Function GAS: SPECIAL: IC 40 NOTES: NORTH MANHC INTERS BEACH OAKS ELEVA' MAP SHOWING BOUNDARY SURVEY OF LOT 12 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES CERTIFIED - I J7DAVID DENT & RENTCARP DENT UBLI RECORDS OF DUAL COUNTY, FLA. J. RILEY WILLIAMS, PLC CHICAGO TITLE INSURANCE COMPANY TBI MORTGAGE COMPANY, ISAOA/ATIMA L OF PEGGED CENTERLINE ON OF ATLANTIC VE & COASTAL (7.92) ELEVATIONS SHOWN HEREON REFER 10 NAVD OF 1988 ADD CERTIFICATIONS; 10-20-17 (OFFICE) ADD CERTIFICATIONS: 09-21-17 (OFFICE) FINAL; W.O. #156701; 07-17-17 (FIELD) FOUNDATION; W/0 153836; 01-31-17 (FIELD) LOT & HOUSE STA<E OUT (GOOD -SET F.F.E.); W.O.#153121; 12-13-16 (FIELD) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. ONERTHIS SURVEYADDITIONAL HAT MAY BEEFMOUND IN THE PUBLICRESTRICTIONS ECORDS OFARE HIISNOT SHOWN COUNTY. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" (SHADED) PER LOMR CASE NO. 15-04-4216A, DATED 05-04-15 AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 LL AMERICAN SURVEYORS OF FLORIDA, INC. JOSE PLACE SUITE 15 - JACKSONVILLE, FLORlak 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 SCANNED FND. FOUND ESM'T = EASEMI CONC = CONCR MON. = MONUA I,P, = IRON F IRON f p n DELTA CH = CHORE A = ARC L R = RADIU° (C) = CALCU (D} = DEED P = PLAT R = RADIAL = CENTE R/W = RIGHT - (R) = ACTUA (W) = WITNEI F.F.E. = FINISH F-. B. NOTES © -DENOTES FND 5/8" I.R. LB 3857 UNLESS OTHERWISE NOTED THH - DENOTES TELEVISION HAND HOLE UEV - DENOTES ELECTRIC VAULT WM - DENOTES WATER METER TVRB - DENOTES CABLE RISER BOX E] -DENOTES CONCRETE �-DENOTES BRICK PAVERS -NOTE: SIDE/FRONT TIES ARE TO THE FOUNDATION. LAND SURVEYORS - 375E SAN J Legend A/c = AR CONDITIONER THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE PT AS SHOWN THERE ARE NO ENCROACHMENTS EXCE —4 IT I, IDENTIFICATION (T(P•) = TYPICAL SUPERVISION AND DIRECTION, THAT SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET fE NT P.R.M. = PERMANENT REFERENCE AND THAT THE SURVEY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT ALL IE ID MONUMENT pi. = POINT OF TANGENCY P.C.P. = PERMANENT CONTROL POINT FORTH BY THE FLORIDA TO CHAPTER 472_.027 / CHAPTER 61G17-6, FLORIDA STATUTES. AMERICAN NGLE P.C. = POINT OF CURVE SURVEYORS 40THP.R.C. = POINT OF REVERSE CURVE P.C.C. POINT OF COMPOUND CURVE = SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, B.R.L. = BUILDING RESTRICTION LINE JAMES D. HARRISON, JR., No. 2647 INC. TED F.P.&L.= FLORIDA POWER & LIGHT MICHAEL A. GARRETT. No. 6643 U.D.E = UNOBSTRUCTED DRAINAGE EASEMENT . LINE NGVD = NATIONAL GEODETIC VERTICAL DATUM 1 "=20, UNE NAVD = NORTH AMERICAN VERTICAL DATUM SCALE ,._ 9 )F—WAY PI = EDGE OF WATEOF RSECTION -TOB JIDN�EGISTEOREW§URVEYO"D v TOP OF BANK LB = LICENSED BUSINESS DATE 08-09-16 MAPPER —8 _ 'LOOR ELEVATION OR. BY MS DIR. P:\2016\80724-156761—FNL ORDER NO. 156761 FILE 80724 F-. B. NOTES I DR. BY - MS DIR. P:\2016\80724-156761—FNL ORDER NO. 156761 FILE _80724 MAP SHOWING BOUNDARY SURVEY OF LOT 12 AS SHOWN ON .MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: DAVID DENT & CAROL DENT J. RILEY WILLIAMS, PLC CHICAGO TITLE INSURANCE COMPANY TBI MORTGAGE COMPANY, ISAOA/ATIMA 0 � 4X4 AISO, o r` i \ G O ` O �w0 51p�NcE166� m x O f R No. o p y� G ��.. '� � �.���, >�� �.�•� "�..J-^ , moi' ``,�• w .fes 1 FECICE yr w PR s\ {J N'o g.2 .L A.2 OVID0 R1M� — C: N N 6:4 5 * d*ROU pF SOT X on 1 1 ma , O y➢ BENCHMARK: NORTH NAIL OF F EGGED MANHOLE CENTERLINE ©-DENOTES FND 5/8" I.R. INTERSECTION OF ATLANTIC LB 3857 BEACH DRIVE & COASTAL UNLESSOTHERWISE NOTED U OAKS LANE ELEVATION: (7.92) THH DENOTES HAND HOLE UEV - DENOTES ELECTO DVISION RICVAULT ELEVATIONS SHOWN HEREON WM - DENOTES WATER METER NRB - DENOTES CABLE RISER BOX REFER TO NAVE) OF 1988 E] -DENOTES CONCRETE ADD CERTIFICATIONS; 10-20-1 ADD CERTIFICATIONS; 09-21-1 (OFFICE) (OFFICE) F7 -DENOTES BRICK PAVERS FINAL; W.O. #156761; 07-17-17 (FIELD) FOUNDATION; W/0#153836; 01-31-17 (FIELD) LOT & HOUSE STAKE OUT (GOOD -SET F.F.E.); W.O.#153121; 12-13-16 (FIELD) NOTE: THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. SIDE/FRONT TIES ARE TO THE FOUNDATION. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONES "X" (SHADED) PER LOMR CASE NO. 15-04-4216A, DATED 05-04-15 AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND RVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE FLORIDA 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 FND. = FOUND Le en ESM' = EASEMENT A�c =AIR CONDITIONER L . = IDENTIFICATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE - 5 — CONC = CONCRETE (TYP.) - TYPICAL SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4 MON. MONUMENT PERMANENT REFERENCE P.R.M. = MONUMENT AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET I.P. = IRON PIPE = I.R. RON ROD P.T. = POINT OF TANGENCY FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS PURSUANT ALL A = DELTA ANGLE CH = CHORD P.C.P.= PERMANENT CONTROL POINT P.C. = POINT OF CURVE TO CHAPTER 472.027 / CHAPTER 61G17-6, FLORIDA STATUTES. AMERICAN A - ARC LENGTH R _ RADIUS CALCULATED P.R.C. POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE B.R.L BUILDING RESTRICTION LINE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL SURVEYORS OF FLORIDA (D) = FLORIDA POWER do LIGHT JAMES D. HARRISON, JR., No. 2647 1NC. P — PLAT ((3F.P*&L.= U.D.E = UNOBSTRUCTED DRAINAGE EASEMENT MICHAEL A. GARRETT, No. 6643 R — RADIAL UNE — CENTER UNE R/W -RIGHT—OF—WAY NGVD = NATIONAL GEODETIC VERTICAL DATUM NGVD = NORTH AMERICAN VERTICAL DATUM P.1. = POINT OF INTERSECTION SCALE 1"=20' --./ I (R) ACTUAL EOW = EDGE OF WATER �} _ 9 (W) = WITNESS F.F.E. = FINISH FLOOR ELEVATIO TOB =TOP OF BANK LB — LICENSED BUSfNESS I,J DATE 08-09-16 FL I- EGISTERED URVEYO D MAPPER — - 8 F-. B. NOTES I DR. BY - MS DIR. P:\2016\80724-156761—FNL ORDER NO. 156761 FILE _80724