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HomeMy WebLinkAboutPOOL PLANNOTE BASED UPON OUR EXPERIENCE W1 OTHER POOL PROD u'J THESE PLANS AND ALL PROPOSED ` E THIS AREA THE SOILS ARE A6%UATE FOR THE INSTALi k. iv i OF A Pb01. IF OTHER GaNDITIONS ARE FOUND AT EXCAVATION THE W��{ ARE SUBJECT TO ANY CORRECTIONS LE6AL DESCRIPTION LOT 3, BLOCK 91, UNIT 9, INDIAN RIVER ESTATES, _ ST. LI CYF COL1? �' � 001_ CONTRACTOR MUST NOTIFY ENGINEER IMMEDIATELY. //�� 1� p �y �q I� (9 t RE1dUI(�En BY INSPECTORS THAT RECORDED IN PACT BOOK 10, PAGE 74, SAINTLUGIEGOUNTY, FLORIDA _ ji F,VIF`j t:D FOR CO, NOTES : �y`�[Lt�f`i1i lM_ I�JJ },;>r VIENN"ED B -ALL DECKS ARE MEASURED FROM WATERLINE OF POOL TO EDGE OF DECK MAY BE NECESSARY IN ORDER TO ��jE # DATE DIVING EQUIPMENT ABSOLUTELY PROHIBITED -VAC, LINE TO HAVE VAC LOCK C®h1P6Y lMl'Ii ALt, AApuCABI �OGEg A PLANS A\`D PER'V�II DIM, OR NO LRSPECTION . EXIST. FENCE EXIST. FENCE EXIST. FENCE ;I IL 1Q REVISION :ADDED FODTER / 3-7-18 REVISED PER REVIEW COMMENT/ 05-0b-18 REVISED PER REVIEW GOMMENTl04-17-18 P/L _ P/L _ P/L _ P/L P/L P/L P/L _ P/L _ P!L _P/L 16.0' I� I� PROPOSED NEW FENCE BY OWNER (UNDER SEPARATE PERMIT) 0 11 REVI51ON POOL DECK FILL WILL NOT ADDED FOOTER IMPEDE ON DRAINAGE TOWARDS INDICATES EAST PROPERTY LINE 1° POSITIVE DRAINAGE (TYP) F . POOL ----------------�1 4in o � � Q :fl I in � Tn ry ry 3'-0" INLET STEPS W/ 1"X7"TILED EDGE DECO DRAIN DECK 18.0' \ POOL AND DECK ELEV. DECK i SHALL BE APPROX. 6" LOWER THAN F.F.E.OF HOUSE � b LONG- -Zz II ;p POOL REVISION I I I � ADDED FOOTER LED LIGHT 11 , SKIMMER NEW TRAVERTINE n DECK� II � 1 18.0' "04 PAVERS TO SLOPE ^ � DECK \ 1!8" PER FEET MIN. AWAY 2'-0" FROM POOL (TYP.) VAC LINE (SEE GEN. NOTES iF10) \ � DECO DRAIN EXISTING LANAI (INSTALL NEW TRAVERTINE) J ° ` ANEW WP GFI REGEPTAGLE SHALL BE PROVIDED A MINIMUM OF b' AND NOT MORE THAN 20' FROM POOL'S WATER EDGE, IF ONE DOES NOT EXIST. EXISTING RE5IDENGE CONCEAL€DFA�PENER&O�A1iACHMENTS tFli ,4BETHERESPONSI6ILITYOPrHE F �0�. CONTRACTOR OF RECORD 113F. *KEPT ON JOB BE 1\�a�i° 18'-5• Ir REFER PIPING —SCHEMATIC FOR DETAILS 8 SIZES w ��\ r \ 1 i� 2'/," DRAIN r^�� I� T VAG MER EQUIP. r EQUIP. LOCATION CONFIGURATION MAY DIFFER. MAINTAIN LANDSCAPE FOR SGREENING AT LEAST b" ABOVE EQUIPMENT POOL I • EQUIP. • n U1 � � • t m y• No: w �T • • 16.5' I r i � �• POOL PLAN -AVL 0 Cr 'lei e — 6 4 SCALE 1 / 8" = 1'- 0" POOL GIFIGATIONS POOL SIZE: 13' DECK PERIMETER GRADE SHALL BE GRADED TO APPROX. 1"-2° BELOW FINISHED DECK ELEVATION AND SLOPED TO MATCH EXISTING 4" 1;, ,.. REINFORCED CONCRETE SLAB PER F.B.G�20141 SECT. 1620.3 d 0p FILTER HEATER (IF INDICATED) PUMP MOTOR(S) NOTE: -ANCHOR BOLTS THROUGH BASE WITH 1-3/4" x 3116" TAPCON SCREW FOR POOL PUMP 8 FILTER -HEAT PUMP - (4) ANGLE BRACKETS, EA. 2 1/2" IN LENGTH. EACH BRACKET SHALL BE ATTACHED TO THE GONG. WITH (1) 1-3/4", x 3/1 b" TAPGON SCREW AND ATTACHED TO THE EQUIP. WITH (1) 1/2" 5ELF TAPFING SHEET METAL SCREW -POOL HEATER SHALL BE PROVIDED WITH A THERMOSTATIC OR HIGH PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 "F. COMPLIANT W/ FBG 2011 bth. EDT. POOL EQUIPMENT ANCHORING PER FOG 201-1 6th. EDT., CHAPTER 45,R4501.11.1.1 THROUGH R4501.11.1.14. RESIDENTIAL SWIMMIMG POOL MUST MEET ONE OF THE BELOW SAFETY FEATURES: 1. POOL MU5T BE 150LATED FROM AGGE55 TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REG. OFF 5.515.29. 2.THE POOL MUST BE EQUIPPED W. AN APPROVED 5AFETY POOL COVER. 3. ALL DOOR & YVINDOW5 PROVIDING DIRECT AGGE55 FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HA5 A MIN. 5RUND PRE55URE RATING OF 65dB AT 10 FEET. 4. ALL DOOR & WINDOWS PROVIDING DIRECT AGGE55 FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A 5ELF CL051NG 5ELF LATCHING DEVICE WITH A RELEA5E MECHANISM PLACED NO LOWER THAN 54 IN. ABOVE THE FLOOR. NEW POOL PANEL w TIMER -3 0AMP PANEL BREAKER / TYP 3 Q 3#10 GU & 1#12 Cu Z o- IN 3/4" CONDUIT 20A 3#12 IN 1/2" COND. ON PUMP MOTOR W30 AMP OGFD GFGI w A NEW WP GPI 20A 3#12 IN 1/2" COND. \\�, SALT 5Y5T. RECEPTACLE SHALL BE PROVIDED A MINIMUM OF V AND NOT MORE THAN 20' FROM POOL'S 20A — --WATER EDGE, IF ONE -- — - DOES NOT EX ST. O EXI5T. M R GROUNDING 12 VOLT / 300W MAX —ALL TRH TO GONFROM W/ FBG 2017 6th. >a, ELEGTROD #6 JUNCTION TRANSFORMER EDT., CHAPTER 42, SEC, E4=THR000H E4206 8 BOXES) NEC ART. 6W —IN POOL AREA, GROUND ALL BOXES, RAILS, LL _ 48" MIN. LIGHT, MOTOR, ETGW/#6 WIRE �- --"I "POOL COVER SHALL BE INSTALLED ON THE MI HEATED POOLS PER FBG 2011 bth. EDT. SECTION W 18" MIN. BELOW 3- 12 IN 1" COND. R403.10.3 ENERGY CONSERVATION —TIME WATER SWITCH SHALL BE IN INSTALLED TO (4". MIN. FOR AUTOMATICALLY TURN THE POOL HEATER (IF NIGHLE55 LIGHTS) INSTALLED) ON 8 OFF ACCORDING TO A PRESET SCHEDULE PER FBG 20116th. EDT. R403.10.2 1"NON-GORR051Yi= COND. ENERGY CONSERVATION 6 AN5UAPSP-15 "SEE GEN. NOTES #40 FOR BONDING 1 LED LIGHT FOR POOL ••SEE GEN. NOTES #42 FOR GFGI PROTEC. W/ LOW WATER GUT OFF DEVICES -SEE GEN. NOTES #45 FOR BONDING SWIMMING ELECTRICAL DIAGRAM POOL WATER WATER PROOF JUNCTION BOX TO GFGI, CIRCUIT BREAKER OR POWER SOURCE 48" MIN. RIGID WATER LEVEL ITCONDUIT G 18" MIN. TO TOP 8" MIN.JUNCTION BOX I OF LEN5 OR LOW VOLTAGE TRANSFORMER TO THE MAX WATER LEVEL OF THE POOL OR 4" MIN. ABOVE GROUND LEVEL I LIGHT W1 COVER LENS OR POOL DECK #8 AWG GROUND I COIL LIGHT GABLE CONNECTOR BONDING Ib AROUND FIXTURE TO BE LOCATED AT REAR OF NICHE POOL CONCRETE MUST BE 'GUT BACK AROUND NICHE TO ALLOW FOR A COMPACTED PLASTER SEAL LED LIGHT NICHE DETAIL z z POOL CAPACITY: 16.272 GALLON5 GAP 1 360: 23 GPM De ry Lu W 7 UPCHUVIN ICA7 L: �:b &I M Al LWN 5r_:U (MIN. 5b) 0 TURNOVER HOURS: 3.5 HOW;* d d MAX. FILTR_ FLOW RATE: 36 DEFAULT SET z AUX LOAD: NONa FILTER: GARTRtDG= - tu ry VARIABLE SPEED PUMP CONTROLLERTO BE PROORAMM59TO DEFAULT p (ONE COMPLETE FILTRATION IN 6 HR5. MIN.) INHEN NO AUX. POOL LOADS ARE PENTAIR GLEAN 8 OPERATING I"UTI IIN 241 IRS AND PROGRAMMED WITI I TEMPORhRYCLEAR CARTRIDGE OVERRIDE CAPABILITY FOR 5ERVICING SALT SYS. MAX SYSTEM FLOW RATE- 113 MFU: PENTAIR TYPE: YARIABL: SPEED PE00 SF GLEAN 8 MODEL: 5UPERFLO Y5 54200'0 CLEAARR CCAARTRIDGE FILTER GURYL "A": 29 GFM p 17DO WM AP5F DATAPA5L �% U PRE55URE GAUGE AND CURVE "G" a7 WM ED 115') RPM APSF DATA3A9E AIR RELIEF VALVE MAX. 5Y5TEM FLOW RATE DETERMINED FOR MAX. SPEED AND AND LOWIE5T HEAD ON PUMP CURVE _ WA57E SUC. BRANCH: - NIA ® WA FP5 (MAX 6 FP6) j RETAIN ON SITE 5UC. TRUNK: 25 @ 7.5.1 FPS (MAX 6 FPS) RETURN: 25 @ vn FP5 (MAX 10 FP5) At RETURN (PRE55URE) PIPING 5HALL NOT EXCEED 10 FPS (SECTION R4101.6.3 FBG) 1 SUCTION BRLNCH 514ALL NOT EXCEED 6 FPS (APSPIAN511) PUMP LA SUCTION TRUNK 5HALL NOT EXCEED 8 FP5 (AN5FlAN51-i) I PENTAIR VAR SPD. (USED NOMINAL INSIDE DIAMETER OF FIFES) SUPERFLO VS 342000 113 GPM MAX SuperROVS Varlable Speed Pump P WI HAIR 8 LI NT INT STRAINER- ..- — —"sronrcmz,sn.o., ..:.__......_........wvrtn..._..._...... __........._ � y °src61svff°,:c"o"am'� . Y ._... .............. ._...,....,. __.... ..__. _ _.__...._ w a w E+sr[r/sv[Ena,soo aom f z - MODEL AQUASTAR: 32CDFL 52" CHANNEL DRAIN COVER AND SUMP" 316 6PM-FLOOR/208 GPM -WALL/ SINGLE PORT /25A 50. IN. OPEN AREA "NOT APPROVED FOR THREE PORT CONNECTION" (DO NOT EXCEED MAX FLOW -SUCTION RATE) GAP OFF UNUSED PORT(S) 37 32" CHANNEL DRAIN, MAIN DRAIN FLAT COVER SUCTION LINE 5 PIPE 51ZE PER PLAN 3 3/32" 3X02-5/6" _•I 101. ,10u,..1I1 32" CHANNEL t I t DRAIN FRAME HYDROSTATIC RELIEF' 2 1/2" sp X 2" soc.X 2" NFT PORT (IF REQUIRED) OR GAP OFF 32" CHANNEL DRAIN, ®o 0 oFLAT COVERo O �� 3.650" 25A SQUARE INCH OPEN AREA 916 GPM = 3.9 it/sec (FOR SINGLE PORT) 32" CHANNEL DRAIN SEE GEN. NOTES #7, 8 IN DRAIN DETAIL I PER PER FBG 20116th. EDT., CHAPTER 45.8 AN51/Ap5p-7 32" CHANNEL DRAIN - POOL (ANTI -ENTRAPMENT) PIPING SCHEMATIC, e rrrrrrrr�� APPROVED (ANSI-ASME A117�o19�85, , C p C DRAIN COVERS TO Be ��Vl G D C FASTENED W.SCRBPG ° HYDROSTATIC_ ` o°°� °• REVISED PER COUNTY COMMENTS TO REFLECT FBG 8 NEC, 2011 CODE / 06-08-18 i VALVE 1 1!2" ��ev �'✓ °°o dy ���9 •© �- o \J sAwl ROCK BED WELL POINT %, �O 'C•.; La°•° i_jerk E. Weber, P.E. 538rI5, GA # 30102 MW Engineering, Inc. 6610 North State Road 1 Coconut. Greek, Florida, 330'13 WELL POINT DE 954-6 3 5-10-2018TAIL 2018 WE O Lo ® o 0C4 Fm0 u armB� LLl o >cc JlI _ a II_ ,. j W N a LLI � o IL z ° V W _Q lu 06 Lu J J ED ONT. 1 ! INTEkWv,' COPING PF KING BRICK PATIO SET IN SAND ON COMPACTED FILL TILE YVATER LINE 7 SLOPE v 6" MIN VERTICAL 2'-3.5HALLON END V-O" DEEP END #3 AT 17 O.C.E.N. o c 5" COVER (CENTER) PROVED FINISH RiFSS 57EELTEX FORM, v p KRAFTBOARD OR EQUIV. b" MINIMUM #3 AT 12- O.G.EJN. THICKNESS BOTT. CENTERED :AL VV L 5 ECTI ON ., FOR THE DEPTHS UP TO 6' HATER LINE z� f F :n do VACUUM FITTING PV 5ELF-CLOSING SAFETY COVER PER ANSUNSPI-5 9.12.10, WHERE PROVIDED, THE VACUUM OR PRESSURE GLEANER FITTING(5) SHALL BE LOCATED IN AN ACGE551BLE P051TION AT LEAST 6 INCHES AND NOT GREATER THAN 16 INCHES BELOYV THE MINIMUM OPERATING YVATER LEVEL, OR AS AN ATTACHMENT TO THE SKIMMER.ALL GLEANER SUCTION INLETS SHALL BE PROTECTED BY AN APPROVED, PERMANENTLY INSTALLED, SELF CLOSING FLAPPER ASSEMBLY. VAC LINE DETAIL 4'-0" 22'-0" _ 1 O 1 MAX. m MAIN DRAIN IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOYVED ON ANY POOL LESS THAN W-O" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. LONGITUDINAL POOL SECTION THIS POOL 15 NOT DESIGNED FOR 0IVIN6. 40 COMMON BONDING GRID PERMITTED TO BE: STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER - SOLID COPPER CONDUCTOR NO.8 OR LARGER AS PER NEC, 680.26 (5) (1) EQUIPOTENTIAL BONDING: POURED CONCRETE, PHEUMATIGALLYAPPLIED OR SPRAYED CONCRETE AND CONCRETE BLOCKNITH PAINTED OR PLASTERED COATINGS SHALL ALL BE CONSIDERED CONDUCTIVE MATERIALS DUE TO YVATER PERMEABLITY AND POROSITY. DECK JUNCTIONV DRAINS BOXES(G) YVATER CIRCULA� FENCE METAL, EQUIPME<DOOR FRAMES, ETC < 5 FT r YVHE FIXED METAL NOTE: REFER GENERAL NOTES EGUIPOTENTIAL BONDING DETAIL <-5 FT #40 FOR POOL BONDING SKIMMER COVER VENT THROUGH VV! ADJUSTABLE �\ OPF-NING5 IN THE LID COLLAR [4- MIN. NRAP (2) #3 VIA. AROUND SKIMMER, LPOOL TIED TO POOL STEEL 7 LEAF BA5KET FLOAT VALVE TO POOL PUMP 35 GFM MIN. FLON SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800 SF OF tURFAGE AREA OR FRACTION THEREOF. SKIMMER DETAIL YVATER LEVEL 0 12" 12" #3 @ 12"O.C. EJN. (SEE TYPICAL YYALL 5EGTION) STEP DETAIL I STEP STEEL NOT REQUIRED of 0 111 %0 W w Lu J J O ca �,, �, r ► r,,, E B ER W- lu IL • 2 ° CD o m `O�°° •° iu w lu F L �� ° i • °o .p a Q er,P.E.53895, GA#30702 ,Web MN Engineering, Inc. b810 North State Road -1 p#C # m in Coconut Greek, Florida, 33073 Q Q Q 954-617-8143 OC O •- 5-10-2015 I- CODE REQUIREMENTS: 1W qWW ,RIVATE SWIMMING POOL AND 4PAS MUST COMPLY WITH FBC, 2011 6th. EDT., CHAPTER 45. 2- MECHANICAL nduiREMENT5 : ALL PIPING EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF SWIMMING POOLS AND SPAS THAT ARE BUILT IN PLACE SHALL CONFORM TO FBG 2017 bth. EDT, MECHANICAL REQUIREMENTS R4501.3. ALL PIPING MATERIALS SMALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTALLATION STANDARDS. 9- COMPLIANCE: ALL MATERIALS, PIPING, VALUES, EQUIPMENT OR APPLIANCES ENTERING INTO THE CONSTRUCTION OF SWIMMING POOLS -SPAS OR PORTIONS THEREOF SHALL BE OF A TYPE COMPLYING WITH THE CODE OR OF A TYPE RECOMMENDED AND APPROVED BY A NATIONALLY RECOGNIZED TESTING AGENCY OR CONFORMING TO OTHER RECOGNIZED STANDARDS ACCEPTABLE TO ADMINISTRATIVE AUTHORITY. 4- ENGINEERING DESIGN : DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH FBG 201-1 bth. EDT., CHAPTER 45. PRIVATE SWIMMING POOLS, ALSO, ANSUAP5P/I60; AN51/APSP/ICC 4; AN51/ APSPACC 5; ANSUAP5PACG b; ANSI/APSP/ICC 1. PUBLISHED BY THE INTERNATIONAL AQUATICS FOUNDATION OR OTHERACGEFTED ENGINEERING PRACTICES. 5-TESTING AND CERTIFICATION: ALL POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH AN51/ASME Al12.14.bM' SUCTION FITTINGS FOR USE IN 5NIMMING POOLS, SPAS, HOT TUBS AND WHIRPOOL BATHTUB APPLIANCES". EXCEPTION: SURFACE SKIMMERS. 6. SAFETY NOTE: DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION INLET FITTING 15 BROKEN, MISSING OR LOOSE. 7- WATER VELOCITY PER FBC, 2011 bth. EDT., R4501.6.3 & AN5UAP5P-12006 #4.4 HATER VELOCITY IN FIELD FABRICATED PIPING 15 BASED ON THE MAX. SYSTEM FLON RATE. MAX. HATER VELOCITY IN BRANCH PIPING (THE PIPING BETWEEN THE DRAINS) SHALL BE LIMITED TO b FEET PER SECOND /FPS NHEN ONE OF A PAIR 15 BLOCKED. IN NORMAL OPERATION THEN, THE BRANCH SUCTION PIPING VELOCITY 15 3 FEET PER SECOND /FPS. ALL OTHER SUCTION PIPING VELOCITIES SHALL BE 6 FPS FOR PUBLIC, POOLS OR 8 FPS FOR RESIDENTIAL POOLS. 8-MAX. SYSTEM FLOW RATE PER ANSUAPSP-1200b #4.4.1 THE MAXIMUM SYSTEM FLON RATE SHALL BE DETERMINED BY ONE OF THE FOLLOWING: - TOM CALCULATION FOR THE CIRCULATION SYSTEM OF EACH PUMP, OR -SIMPLIFIED TDH CALCULATION, OR - THE MAX. FLON CAPACITY (DETERMINE FROM PUMP FLOW CURVE) OF THE NEW OR REPLACEMENT PUMP, WHICH SHALL BE LIMITED BY THE CRITERIA OF AN51/APSP-1 #4.4 IMPORTANT NOTE: IF THE MAX PUMP FLON RATE GREATER THAN DRAIN FLOW RATE OR 8 FPS SUCTION FLON RATE OR 10 FPS 015CHARGE FLON RATE, THEN THE'MAX. FLOW FROM THE PUMP CURVE" OFTION HAS FAILED. IF 50. THE TOTAL DYNAMIC HEAD TDH CALCULATION SHALL BE REQUIRED TO DETERMINE IF THE SYSTEM 15 ACCEPTABLE. USING TDH, DETERMINE NEN MAX FLON RATE FROM PUMP CURVE, IF IT 15 GREATER THAN DRAIN FLON RATE OR 8 FPS SUCTION FLON RATE OR 10 FPS DISCHARGE FLON RATE, THE SYSTEM 15 NOT ACCEPTABLE. - IF A VARIABLE SPEED PUMP 15 USED, USE THE MAX. PUMP FLOW IN CALCULATIONS - FOR SIDE DRAINS, USE APPROPRIATE SIDE WALL DRAIN FLON AS PUBLISHED BY MANUFACTURER - IN -FLOOR SUCTION OUTLET COVER/GRATE MUST CONFIRM TO M05T REGENT EDITION OF ASMEJAN51 Al 12.19.8 AND BE EMBOSSED WITH THAT EDITION PUMP, FILTER & HEATER MAKE AND MODEL CANNOT BE CHANGED AND EQUIPMET LOCATION CANNOT BE MOVED CL05ER TO POOL N ITHOUT SUBMITTING A REVISED PLAN AND TDH CALCULATION FOR APPROVAL - MIN. SYSTEM FLON BASED ON MI. FLON PER SKIMMER OF 35 GPM SYSTEM FLOW RATE MUST NOT EXCEED APPROVED COVER FLOW RATES - CENTER TO CENTER DISTANCE BETWEEN THE SUCTION PIPE OUTLETS SHALL BE 3b INCH MIN. - CHANNEL TYPE (KITH 2 OR 5 OUTLETS IN ONE PORT) SHALL BE AT LEAST 3" WIDE BY 31" LONG 4 PUMP. PER FBC, 2017 bth. EDT., 5ECTION R4501.1.1 STRAINER. POOL CIRCULATING PUMPS SHALL BE EQUIPPED ON THE INLET SIDE NBT14 AN APPROVED TYPE HAIR AND LINT STRAINER WHEN USED WITH A PRESSURE FILTER. PER R4501.1.2 INSTALLATION TO BE COMPLETED IN ACCORDANCE MANUP5 RECOMMEDATIONS. PER R4501.7.3 CAPACITY; PUMPS SHALL HAVE DESIGN CAPACITY AT THE FOLLOWING HEADS; 1) PRE55URE DIATOMACEOUS EARTH -A LEAST 60 FEET, 2) VACUUM D.E. 20 INCH VACUUM ON THE SUCTION SIDE AND 40 FEET TOTAL -HEAD ,, 3) RAPID SAND =AT LEAST 45 FEET, 4) HIGH RATE SAND -AT LEAST 60 FEET. PER R4501.1.4 PUMP IMPELLERS, SHAFT, NEAR RINGS AND OTHERNORKING PARTS SHALL BE CORRI510N RESISTANT MATERIALS. 10- GLEANER FITTINGS: PER ANSIMSPI-5 9.12.10, THE VACUUM OR PRESSURE GLEANER FITTINGS) SHALL BE LOCATED IN AN AGCE55IBLE POSITION AT LEAST b INCHES AND NOT GREATER THAN 18 INCHES BELON THE MINUMUM OPERATING HATER LEVEL, OR AS AN ATTACHMENT TO THE SKIMMERALL GLEANER SUCTION INLETS SHALL BE PROTECTED BY AN APPROVED, PERMANENTLY INSTALLED, SELF CLOSING FLAPPER ASSEMBLY. 11- VALVE : PER FOG 2017 6th. EDT., SECTION R4501.8 VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE, PLUMBING. VALVE5 LOCATED UNDER CONCRETE 51A05 SHALL BE SET IN A PIT HAVING A LEAST DIMENSION OF FIVE PIPE DIAMETERS, MINIMUM 10 INCHES, FITTED KITH A SUITABLE COVER. ALL VALVES SHALL BE LOCATED NHERE THEY WILL BE READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. 12- WASTE WATER DISPOSAL: PER FBC 201-1 6th. EDT., SECTION R4501.10 DIRECT OR INDIRECT CONNECTIONS CANNOT BE MADE TO EXISTING FACILITIES UNLE55 APPROVED BY THE ADMINI5TRATIVE AUTHORITY. 13- PIPING: PIPING SHALL BE 5CH. 40 BEARING NSF APPROVAL. PIPING CAN BE (IF NEEDED) ENCASED IN THE CONCRETE OF THE POOL SHELL. 14- TESTS : ALL POOL PIPING SHALL BE INSPECTED AND APPROVED BEFORE COVER OR CONGEALMENT. IT SHALL BE TESTED AND PROVEN TIGHT UNDER A STATIC HATER OR AIR PRE55URF TEST OF NOT LESS THAN 35 PSI FOR 15 MINUTES. PER MANUFACTURER'S RECOMMENDATIONS, NO AIR TEST SHALL BE APPROVED FOR FVG PIPE AND FITTINGS. CHAPTER 45, 5ECTION R4501.12 PRE95URE TEST. 1S- WATER HEATING EQUIPMENT: 5NIMMING POOL HATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN GONSTRUGTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH FBG 201-1 Mr. EDT., CHAPTER 45, SECTION R4501.14 AND ACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY AND SHALL INCLUDE A CONSIDERATION OF COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FOR HATER HEATERS SEC. R4501.14.1. IT MUST CONTAIN A THERMOSTATIC OR HIGH PRE55URE CONTROL SNITCH 50 THE POOL HATER DOES NOT EXCEED 104 DEGREES F. ALL HATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTIONS ADJACENT TO THE HEATER ALL HEATERS MUST HAVE AN INTERNAL CHECK VALE. PER FBG 13-612.1 ABG.2.3.2 THE POOL AND SPA SHALL BE PROVIDED MATH A COVER TO REDUCE HEAT LOSS (IF REQUIRED BY THE CITY). HEATER EFFICIENCY: GAS/OIL FIRED 78% MIN., HEAT PUMP COP 4.0 MIN. 16• GAS PIPING: GAS PIPING SHALL COMPLY KITH FBG 2011 bth. EDT., CHAPTER 45, SECTION R45ol.15 17- ELECTRICAL: POOL LOCATION AND ELECTRICAL WIRING AND EQUIPMENT SHALL GOMPLY KITH THE NATIONAL ELECTRICAL CODE 2014, 5PECIFICALLY SECTION b80. 18- LADDERS AND STEPS: PER FBC, 2017 6th. EDT., CHAPTER 45, SECTION R4501.18 ALL POOLS SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE 5HALLON END NHERE WATER EXCEEDS 24 INCHES. NHERE HATER DEPTH EXCEEDS 5 FEET, THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/5WIOMOUTSIN THE DEEP END. 14 FILTERS: PER FBG 2011 bth. EDT.. CHAPTER 45, SECTION R4501.20 THE ENTIRE DESIGN OF MATCHED COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN 12 HOURS OR LESS. 20- POOL FITTINGS: PER FBC 2011 bth. EDT., CHAPTER 45, POOL FITTINGS SHALL BE OF AN APPROVED TYPE AND DE516N AS TO BE APPROPRIATE FOR THE SPECIFIC APPLICATION. PER SECTION R4501.21.1. JOINTS AND G CONNECTION5, FBC PLUMBING SEC. 605.21, PURPLE PRIMER REQUIRED ON PVC PIPING 21- SKIMMERS PER FBC 201'1 bth. EDT.. CHAPTER 4% 5ECTION R4501.21.2 SKIMMERS SHALL Be INSTALLED ON THE BASIS OF ONE PER 600 5F OF SURFACE AREA OR FRACTION THEREOF. 22- HYDROSTATIC RELIEF DEVICE: PER FBC 2011 bth. EDT., CHAPTER 45„ SECTION R4501.21A IN AREAS OF ANTICIPATED WATER TABLE, AN APPROVED HYDROSTATIC RELIEF DEVICE SHALL BE INSTALLED. EXCEPTION 15 PLASTIC LINER POOLS. G E N E R A L NOTE 5 ft 25- POOL STAKING: T THIS DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACKS AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOTAND RESIDENCE ARE 50 INDICATED. THE POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES & LOCATION OF UTILITIES AT THE 51TE AND CONTACT THE H.G.E., IF DIFFERENT THAN INDICATED ON PLAN. MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. 2b- EXISTING STRUCTURES: THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND/OR SHORING OR OTHER METHODS. THE DESIGN ENGINEERACCEFTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING 5TRUCTURE5. IN CASE OF FOOTINGS UNDERMINING, CONTRACTOR SHALL POUR CONCRETE BETWEEN POOL AND FOOTING. TOP OF CONCRETE SHALL BE BOTTOM OF FOOTING, WIDTH OF POURED CONCRETE SHALL BE FOOTING WIDTH AT A MINUMUM 21- WATER SERVILE : PER FBG 201-1 bth. EDT., SECTION 54.2A UNLESS AN APPROVED TYPE OF FILLING SYSTEM 15 INSTALLED, ANYNATER SUPPLY WHICH IN THE JUDGMENT OF THE ADMIN15TRATIVE AUTHORITY MAY BE USED TO FILL THE POOL, SHALL BE EQUIPPED KITH BACKFLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDERA DIVING BOARD OR PROPERLY GUARDED. 28- CONCRETE SLABS: ALL POOL EQUIPMENT SLABS SHALL COMPLY KITH SECTION 1620.3 OF PER FBC 2011 bth. EDT. 24 HANDHOLD: AN51-1,15PI.5 ARTICLE XV SECTION 15.13. A SECURED ROPE OR CERAMIC HANDHOLDS MUST BE PLACED AT OR NO MORE THAN 12' ABOVE THE NORMAL WATERLINE OF THE POOL 30- POWER LINE : OVERHEAD ELECTRIC LINES MUST BE LOCATED 10 FEET AND UNDERGROUND ELECTRIC LINES MUST BE LOCATED 5 FEET FROM POOL HATER EDGE. 91- BACKFILL & COMPACTION REMOVE FROM EXCAVATION ALL FORMS, WOOD, DEBRIS, AND OTHER DELETERIOUS MATERIALS. BAGKFILL CONSTRUCTION AREAS TO PROPER ELEVATION, AS NEEDED USING PROPERLY COMPACTED GLEAN GRANULAR MATERIAL FREE OF ORGANICS AND OTHER DELETERIOUS MATERIALS. 52-104ARNING : • TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO -PREVENT THE POOL FROM FLOATING UPWARD. THE ONNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 33- NOTE 1 : n THIS PLAN 15 NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER 34- NOTE 2: UNLESS OTHERWISE SPECIFIED, ALL DETAILS SHOWN ARE NOT TO SCALE. 85- NOTE 3: POOL NALL SHALL BE REINFORCED WITH #3®6" O.C.E.N. WHERE LESS THAN 5 FEET FROM ANY EXISTING STRUCTURE OR PATIO (SEE SHEETING & SHORING DETAIL) 36- NOTE 4: POOL AND DECK ELEVATION SHALL BE LONER THAN FINISH FLOOR ELEVATION OF THE HOUSE 31- NOTE 5: THERE 15 ALWAYS THE P0551BILITY THAT CONDITIONS IN THE FIELD MAY BE DIFFERENT FROM TH05E INDICATED IN AN ENGINEERING PERMIT DRANINGS; THEREFORE, IF DIFFERENT CONDITIONS ARE ENCOUNTERED BEFORE OR DURING CONSTRUCTION, THE ENGINEER OF RECORD SHALL BE NOTIFIED TO REVIN THE FINDINGS AND MAKE RECOMMENDATIONS AS NEEDED. 55- NOTE 6: STRUCTURAL ENGINEER MUST CERTIFY OR DESIGN REPLACEMENT ANCHOR AND DEADMAN SYSTEM FOR SEAWALL KITH IN 15 FEET OF POOL._5EANALL_ _ANCHOR 5Y5TEM-INSTALLATION-MUST-BE-COMPLETE-PRIOR TO START -OF POOL CONSTRUCTION. - - - 34 NOTE 1: NO DIVING BOARD AND NO DIVING 15 ALLON ON ANY POOL LESS THAN 8 FEET DEEP AND SPEGIFIALLY DESIGN FOR DIVING 40- BONDING , CONTINUOUS 51N6LE #6 ANG BARE COPPER WIRE SHALL BE BURIED TO A MIN. 4" TO b- BELON SUBGRADE, W TO 24- FROM INSIDE THE WALL OF 5NIMMIN6 POOL- SPA AROUND THE 5NIMMING POOL -SPA PERIMETER AND SHALL BE CONNECTED TO THE POOL STEEL REINFORCEMENT AT A MIN. 4 DIFFERENT LOCATIONS, EQUALLY SPACED. 41- NOTE 6: ' THIS LAYOUT HAS BEEN REPRODUCED USING A LEGAL SURVEY PROVIDED BY POOL CONTRACTOR. POOL AND SPA DESIGNS SHALL NOT BE HELD RESPONSIBLE FOR INACCURATE OR ILLEGIBLE INFORMATION REPRESENTED ON THE SURVEY PROVIDED BY THE POOL CONTRACTOR ALL LOT LINES AND EASEMENT LINES SHALL BE LOCATED IN FIELD PRIOR TO CONSTRUCTION. THE DIMENSIONS SHOWN IN THIS LAYOUT SHALL ALSO BE CONFIRMED FOR ACCURACY. POOL AND SPA DESIGNS, INC. SHALL NOT BE HELD LIABLE FOR ANY CONSTRUCTION ERRORS RESULTING IN FAILURE TO COMPLY WITH THIS RECOMMENDATION. 42- GFGI PROTECTION GFGI PROTECTION; OUTLETS SUPPLYING POOL PUMP MOTORS FROM BRANCH CIRCUITS WITH SHORT-CIRCUIT AND GROUND -FAULT PROTECTION RATED 15 OR 20 N FOR PERSONNEL PER NEC 2011 680.22 (5) 4� 3 ENERGY EFFICIENCY GOMPLIANGE 3 THE ENERGY REQUIREMENTS FOR RESIDENTIAL POOLS AND INGROUND SPAS SHALL BE AS 5PECIFIED IN FBG 2011 bth. EDT. AND AN51/AP5P-15. 44-BARRIER NOTE OUTDOOR 5NIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED &APPROVED PRIOR TO PLASTERING OR FILING KITH NIATER SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH FBG 2011 M. EDT. �- IN ACCORDANCE WITH 680.21(6) : POOL WATER SHALL BE IN DIRECT CONTACT WITH AN APPROVED CORROSION -RESISTANT CONDUCTIVE SURFACE THAT EXPOSES NOT LESS THAN 91nch' (5800 mm') OF SURFACE AREA TO THE POOL HATER AT ALL TIMES. THE CONDUCTIVE SURFACE SHALL BE LOCATED WHERE IT 15 NOT EXPOSED TO PHYSICAL DAMAGA OR 015LODGEMENT DURING USUAL POOL ACTIVITIES AND IT SHALL BE BONDED IN ACCORDANCE WITH NEC 680.2b(B). 46-EXISTING STRUCTURES CONTRACTOR MUST APPLY PROPER MEANS AND METHODS OF CONSTRUCTION TO PROTECT ALL EXISTING STRUCTURES. UNLESS OTHERWISE NOTED, THE DESIGN ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NORHA5 HE CONDUCTED ANY FIELD TESTS, EVALUATIONS OR SITE VISITS WITH RE5PECT TO CONDITIONS AS THEY MAY EXI5T AT THE SITE. THEREFORE, THE DESIGN ENGINEER 15 NOT RESPONSIBLE FOR, AND ASSUMES NOT LIABILITY FOR, EXISTING STRUCTURES, INCLUDING THE CONDITION OF EXISTING 5EANb4LLS AND APPLICABILITY FOR EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING. THIS INCLUDES BUT 15 NOT LIMITED TO ENCOUNTERING THE FOLLOWING: *WALL ANCHOR RODS -FOUNDATIONS OF SEAWALLS, BUILDINGS, PONER POLES BURIED VAULTS AND DRAINAGE STRUCTURES, AND OTHER BELON GROUND STRUCTURES. 23-CONCRETE/STEEL: CONCRETE 15 TO BE A MIX DESIGNED IN ACCORDENCE NTH ASTM C-94 BY A RECOGNIZED TESTING LABORATORY TO ACHIEVE A STRENGTH OF 3000 P51, AT 28 DAYS (UNLESS OTHERWISE NOTED) WITH A PLASTIC, AND WORKABLE MIX PNEUMATICALLY APPLIED CONCRETE AND/OR SHOTGRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304.2R-04 AND AC1506.2.04, RESPECTIVELY. ALL OTHER CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI R-04. A CERTIFICATE MANUFACTURERS IX AND STRENGTH I T 304 I ATE OF U AGTURERS M GTH 5 OBE PROVIDED. NO WATER 15 TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF ENGINEER PLANT CONTROL 15 REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT 15 90 MINUTES. CONCRETE WORK SHALL BE ASPER REQUIREMENTS AND RECOMMENDATIONS OF ACI 301-04. REINFORCING, DEFORMED STEEL BARS SHALL BE A615 GRADE 60 (UNLESS OTHERWI5E NOTED), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST. REINFORCING, DEFORMED STEEL BARS SHALL BE BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES (ACI 315-04) AND THE BUILDING CODE REQUIREMENTS FOR REINFORCING CONCRETE (AC1316-04). IN CASE OF CONFLICT, THE MORE CONSERVATIVE VALUE(5) SHALL BE USED. 24- SOIL STATEMENT: IN ACCORDANCE WITH FBG SECTION 1515, HVHZ BEARING CAPACITY OF SOIL; BASED UPON RATIONAL ANALYSIS AND KNONN VALUES IN THE VICINITY, THE IN -PLACE BEARING CAPACITY OF THE SOIL BENEATH THE POOL AND RELATED STRUCTURES SHOWN NITHIN THESE PLANS 15 ZW PSF AFTER EXCAVATION AND COMPACTION IN ACCORDANCE WITH CURRENT EDITION OF FBC. SHOULD ANY MUCK MARL OR OTHER ORGANIC, SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY. ALL CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE CONTACTED TO CONDUCT AN INSPECTION, STRUCTURAL ELEMENTS ARE DESIGNED KITH A REQUIRED BEARING CAPACITY OF 2500 PSF, UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE BUILDING DEPARTMENT SOIL REPORT TO VERIFY BEARING CAPACITY FOR ALL STRUCTURES BUILT WITHIN 15 FEET OF CANAL, LAKES OR OTHER BODIES OF NATER SHOULD THE CONTRACTOR COMPROMISE THE INTEGRITY OF A SEAWALL, THE CONTRACTOR SHALL IMMEDIATELY ENGAGE IN CORRECTIVE MEASURES AS DIRECTED BY A LICENSED QUALIFIED SEAWALL CONTRACTING SPECIALIST. THESE PROCEDURES SHALL BE IN FULL COMPLIANCE KITH ALL RECOMMENDATIONS MADE BY THE VE5145N ENGINEER AND LOCAL BUILDING OFFICIAL. THE CONTRACTOR SHALL SECURE THE STRUCTURE WITHIN 48 HOURS, BASED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT LIMITED TO, THE EMERGENCY INSTALLATION OF HELICAL PILES OR BATTER PILES. E WF \C ENsc�•�F �• No.53895� •�7� O• • STATE OF o • : ,c p �Q 0% OR 1p •'w\ �\ Mark E. Weber, P.E. 53895, GA # 50-102 `\v : MIN Engineering, Inc. IVALA,A`�,�, 6510 North State Road 1 Coconut.Greek, Florida, 33013 954-617-8t+�' REVISED PER REVIEN COMMENT / 04-11.18 5-23-2018 NI O O woo N U A'ma Bjmo Q U_ D Uj 66 ca 1= m D_ C _ :3 s Q_ z 0 0 a_ Q 10 # m gn Q T Q D] LEGEND LEGAL DESCRIPTION: LOT 3, BLOCK 91, UNIT 9, FND PK&D BARTOW STREET INDIAN RIVER ESTATES, ACCORDING TO THE PLAT LB 6790 ANC = ANCHOR THEREOF, RECORDED IN PLAT BOOK 10, PAGE(S) 74, OF S 0.24', E 0.35' BM = BENCHMARK. THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, CIE = COVERED ENTRY FLORIDIA. CL = CENTERLINE ADDRESS: YUCCA STREET ' COVP = COVERED PORCH FORT PIERCE, FL 34982 FND 5/8" PAC = CONCRETE SLAB LB 5382 BLOCK CORNER DF / = GRAINFIELD NOTES: .T: EL EP = ELEVATION = EDGE OF PAVEMENT SUBTECT,TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF FFE = FINISH FLOOR ELEVATION RECORD. N 00o 00 „ E 105.00 (P&M) FND G/A = FOUND = GREEN AREA A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN GIS = GEOGRAPHIC INFORMATION MADE BY THIS OFFICE. FND 5/8" R&C SYSTEM ELEVATIONS ARE IN FEET AND RELATED TO ST. LUCIE I LB 5382 HWF = HOG WIRE FENCE COUNTY GIS BENCHMARK, "GRANT" PUBLISHED ID = IDENTIFICATION ELEVATION = 4.5948 (METERS) NAVD 1988, CONVERTED IP = IRON PIPE TO 15.07 (FEET) NAVD 1988. N 00'00'00" E 80.00'(P) LOT 1 & Z POOL DECK FILL WILL NOT `- IR LB = IRON ROD = LICENSED BUSINESS I UPON AN PLATTED MERIDIAN, ALONG THE EAST RIGHT D IGHT F WAY (OCCUPIED) IMPEDE ON DRAINAGE "' (M) = MEASURED DISTANCE LINE OF YUCCA DRIVE, HAVING AN PLATTED BEARING w LU PROPOSED WATER SERVICE FFE= 18.80 TOWARDS EAST +I; = X NAVD = NORTH AMERICAN , OF N'00000'00" E. ALL OTHER BEARINGS ARE RELATIVE ` �S NO WELL OR SEPTIC O PROPERTY LINE VERTICAL DATUM THERETO. FND 5/8" TR cq �, NO ID ON 1' O/S WPP O to INTERFERENCE Lq ^ Z ; Z O/S OHE = OFF -SET = OVERHEAD ELECTRIC PROPERTY LIES IN F.I.R.M. ZONE "X & AH 16.", AS tih I WM ON PROPERTY CORNER ►� WITHIN 75' �; O N± N x (P) = PLAT DISTANCE SHOWN ON MAP NUMBER 12111CO281,T, DATED 2/16/12. FLOOD ZONES ARE APPROXIMATE AS SCALED FROM OH OHE - - 41 N 90°00'00" E 125.00'(P) 1 00' -��' FND 5/8" IR I �� PK PK&D = PARKER KALON NAIL PARKER NAIL FLOOD INSURANCE RATE MAPS BASED UPON A V = 500' ti �yti '- 40.33' NO ID :'� = KALON & DISK _ 30.00' 6.0' 48.67' R/W—=-RIGHT-OF-WAY R&C = ROD & CAPOR IN ACCORDANCE WITH CHAPTER 5J-17.051, ADDITIONS ST = SEPTIC TANKOTHER DELETIONS TO SURVEY MAPS OR REPORTS BY lzu TP =TRAVERSE POINT THAN THE SIGNING PARTY, I5 PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING w ti coo 13.33 ! Q1 1q-10rzWPP p W ., WM Z'O = WATER METER = WOOD POWER POLE PARTY. w �'�' ' � 2.67' � T x 1-- U THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE L!J w � `. � ti°`� 'C =SPOT ELEVATION NOT SHOWN ON THIS SURVEY, THAT MAY BE FOUND = > a- ' o ►� CE O LANAI m a- d IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, q< cn 3 j �t `t `o v r- 15'-10" .. , Z � =.WOOD POWER POLE FLORIDA. o X I �°�' hbti a� p 2.67' �' °? ��, O T_ ` w =IRRIGATION WELL NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED Q N V 1 1 ti G tih O fi O O 8 67' CM p POOL D GK ELEV. APPROX. 6" BELOW FFE - PAVERS TO SURVEYOR AND MAPPER. O O a 0 j 4 tib' , '� SLOPE AWAY FROM POOL LEGAL DESCRIPTION FROM WARRANTY DEED �' g 30zf�.00 RECORDED IN OFFICIAL RECORD BOOK 3990, PAGE 179, COUNTY 0 6.0' 7.33' SINGLEFAMILY6.67' 40.33 w SAINT LUCIE PUBLIC RECORDS. y RESIDENCE 4'67 b - PUBLIC WATER AVAILABLE. o FFE= 18.50 o LO 3 p LOT CONTAINS 10,000 SQUARE FEET. CONCRETE (VAC NT) . 8 ¢ W BOUNDARY & TOPOGRAPHICAL SURVEY FIELD DATE. DRIVE ^ - w 06/07/17. 30.0' PROPO D WA R LINE Z W x 3 CS o �' FND 5/8'IR CERTIFIED TO: KURT & LINDA BOLLER 0 4j'1r- 16 b N10 4)' 1�' tip' LO 1n bh � r m NO ID 30.0' (P) FND 5/8" IR N 900 00' 00" E 125 tOO'(P&M) a NO ID n- W tj IN 2" IP °0• POOL EQUIP. PAD W U W Q INMAN RIVER ESTATES , 3 D/F S BLOCK 91 UNIT 9 x LOT 4 TP SET PK (OCCUPIED) ti s BM EL= 15.90 NAVD tu FFE= 18.29 z��7z-Pam-•---- NO WELL INTERFERENCE WITHIN. 75' ROBERT F. KEMERSON PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM)#6285 2��;�..d �y�no ail, L4°3 ZQ: ,qQ. —4 rOWo3yN•. Jz�^4W� DRAWN BY: G SANTOIEMMA APPROVED BY: KEMERSON SCALE: 1 " - 20' DATE: 06 08 17 FIELD BOOK/PAGES PLANS J09 NUMBER: '17-063 SHEET: 9 OF 1) F:\Projects\17-JOBS\37-063\17-063 BNDY.dwg, BNDY TOPO,10/9/2017 12:01:33 PM, Velcon Group, Inc., (772)879-0477