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HomeMy WebLinkAboutSURVEY - PLANSDESCRIPTION he South 252.5 feet of OutLot NO. 8 of TGl'°YFN vir `vjHj -j E it`1I'Y, according to the Plat thereof s recorded in Plat Book 1, Page(s) 21 and 201, of the Public Records of St. Lucie County, Florida, Less and Excepting the North 5 feet thereof, and also less and excepting the South 75.83 feet of the North 80.83 feet of the East 150 feet of the South 262.5 fact, and also less and excepting the West 530.00 feet thereof. 00 N I Vi " IB U- CO I- ^ N w' W I lL II � u• li � � LL I I s. DRAINAGE DITCH / O _ S, u A/ Z .W 9 Z W 9. La/ fj Co O Lo OCo N J c M i\ O u7 V) w �v I a u Q4 I w L I w LL. v I 9 IQ „a . '/ s . Fi a. NOTES: 1IRE- ..NBOSSES SURVEYORS SEAL. oROOUCO'TONS OF '!'MI5 SI<ETHCH ARE NOT VALID UNLESS SEALED WITH AN `NOT ABSTRACTED ByOF THIS 2)LANDS SHOWN HEREON WERE EASEHEN'TS IN MUR-HY ACT DEEDS, OR ADJOZNZNG PESOS. OCP'LCE FOR RIGHTS-ACTHAY, OHNER5HIP, 31LAND DESCRIBED SHOWN HEREON WAS PROVIDED Sy THE CLIEN'r OR HIS/HER AGENT. A)NO A'^TEMPT WAS MADE 8Y THIS OFFICE O LOCATE SUBSURFACE i,PROVEM£NTS OR ENCROACRIAENTE OTHER THAN THOSC SHOWN HEREOIDNN. 0LOCATED . 5)UNDERGROUND FOUNDAT'S'',0' 0A" NATLONAy QEODOTTC VORTICAL ........... ITKON L CF-0 x DAEEP ON DATuw or 1924- NO SEPTIC ENCROACHMENT 92 IS 2 / 580. 0' ti 0 00 O 430 � IlA .7 tr Z a q 4 3o.6ai c PR°eaS•�49 Seer/< iR �K F DRA ir✓F/E�o�[l4 •R . W 'NE. y P ,j r / 15/ r 10 9 35.50 � N SS °a. N 89 390311W FLOOD ZONE X FIRM PANEL 12111CO28OF DATED AUGUST 19, 1991 I I I MIZ I M o w _ a. 00 I w CO !O J Q w O r. V L m O 2$• s°. s U' S 89 39' 03 "E i s, 6. 72`j.zs/ 10' DIRT RD - — ( 5U . UU W I z J <X w 20' UNlMpROVED ST C a M Z OU O = s U U � ui r tl W � n � U W MIN. 5EZsj day r FROG � 51DES I5✓� REPStS L ' D Q ' 0 Go N / 9/ CD N _ ~ Y/ O �_ �w Oct U Fj Uj z Q J O B . s"/ 419M ABAEC AR@K. . ASPRACT' D a CALCULATED CH CAORO VOA , CENTERLtNe . CONCRETE HONOHENT i DELTA O E DESCRIPTION ' D E • ORAINAOZ BASEMENT ® v FOUIIP D k • CDT HIRE i P u IP.ON PIPE I R b C. v IRON ROD A CAP L.P. LIGHT POLC H. MEASURED N A N NAIL b NASRER O.C. OVERHEAD ELECTRIC ' P. . PLAT PAVT. . PAVENEXT P.O. . -PINT OP CCOYL - P.C.C. URERT OL COMPOUND CURVE P,P. v POKER POLE P.R.C. POINT OF NEY£REE CURVE P'. POINT OF TANGENT C P C ? P—RMARMMT , LOCONTP.OL POINT M. EPYANBNT. RLFSpENC2 MAAREp D E :. AT BASEMENT BLOC P1t9T B4R BLOCK I i+H. • EENCSNARR 1•E. a IRISAED ELOOR @i I.R. A C. EbT iliOli ROD b Le# A. ICs3 C. . ?ypV127 ETL =� To SRACE - .SURVEYOR'S CF.RTIFICA'IIE! TI1IS CERTIFIES THAT li SURVEY OF TIIE PROPERTY DESCRIDED HEREON WAS IIADE UNDER I4Y SUPERVISION AND THAT THE SURVEY HEETS ITT HININUN TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. AND, THAT THE SKETCH HEREON IS A TRUE AND ACCURATE REPRESENTATION THEREOF TO THE BEST OF MY KNOWLEDGE AND BELIEF. SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. SCANNED NOT VALID UIJLESS SFAJAII WIT11 AN EMBROSSED SURVEYOR'S'SRAL. BY St. Lucie COUntd nnrrn 2-6a- SCANNED / BY GERALD W. TANS, St.LUCIe COYRtYFESSIONAL REGISTRATION N0.4464 w z z w 0 0 fal Ca W W w ix a N r7 G a �i U H Q1 c w 0 H M z a 0 m L Ln rr Q) D c W m En r�•-r-� - lJ Q 4 ��- 1 _Il_1 _ U ADZ LL1 UCf)u W W CO'Ul L.L LD r=: O N Z W. C m Q Q j tO a F[` L� # � coo N I m DRAWN CHECKED DATE 2 ZoQ o SCALE / "I;=po JOB NO. 3 SHEET OF SPi E: E:TS 0v1v7k'AaCiM-LTA0L, CHAIN LINK FENCE W/ 2 GATES @ DECK ,PERIMETER pa�FpgED N Dah SNESSD3'JED `�� �p \N'�� `apFa�D�DFg. E U \N DpM? EXTERIOR POOL Q li e iG_ic 5407 OLEANDER OA BUCKEYE DRIVE BAYSHORE BLVD Top step: 8" down from of beam OLEANDER AVENUE 3' 3' RISERS �12" MAX 7'0„ ® CONCRETE N & FLOKRETE� 6'0"R INAryESEPL,gRSRA�ED�'��, c PDARCEWIiyf`H EVfE►�ED EUX DljaCOD� EFLORIRA 4510„ AREA +12" RAISED 8'0" +6 +12" 1 HH HH 3-12" SHEER 3 ROWS DESCENTS DECO TILE 3'6" \ hwnunu� 5,� I DEEP 10'6" DEEP TILED GEM 5" EDGE INTERIOR 1 o's'° 10'6" 6'0"R 110'6"R 300w s M,% 0,f 4 DECK-O-DRAIN GFI rT LtPircc.r- gUI'I.vIN ftei raft s u µ IT DATE Im TYP. RISERS 12" MAX 0"R 10'6" DEEP 18" TILED EDGE 5 14'x31' ", POOL CHAIN LINK FENCE W/2. GATES @ DECK PERIMETER 7,0" ILCIJ 10'6., DGE 10'6"R J 10'6 8 0 SWIMOUT SAF�i EXISTING COVERED PATIO FLOKRETE TOP � 7 r J. /SEPTIC TANK FRONT SIDE OF ` HOUSE TOWARD i RIG,, / HT SIDE ( ' C/ /EC!\ /® , SURVEY , • tG N co r K i Rid SCANNED BY St. Lucie Count millN,0- sla. 5 A a bvaF� WestP 668��✓� tl w POOL SPECIFICATIONS MAX WIDTH 14'0" MAX LENGTH 31'0" PERIMETER 80' SQUARE FT. 357 MIN. DEPTH 3'6" MAX DEPTH 5'0" ELEVATION PLAN PLAY POOL EXCAVATED DIRT LEAVE RETURNS 3 VAC STUB 1 CARETAKER CLEANER OTHER PLUMB. 3 VALVED FOUNTAIN LINES FILL LINE O.FLOW LINE TILE 6"x6" STEP TILE 2"x6" CANTILEVER YES BULLNOSE RAISED BEAM(S) 3'@6", 12'@12" SPECIAL TILE PATTERN YES LIGHT 30OW TRANSFORMER 300w J BOX 30OW TIMER 24HR 220v AUTO. CONTROLS PATIO TYPE CONCRETE & FLOKRETE SQ FT 35710 EXISTING FLOKRETE SQ FT 45010 FOOTINGS WITH STEEL 97' PLANTER FORM PLAN LENGTH PLAN RAISED PLANTER LENGTH DEEP FOOTINGS TERMITE YES DONE BY BUG MAN INT.FINISH GEM PUMP WHISPERFLO1.5HP FILTER PENTAIR FNS DE SIZE 36 43 CHLOR. TYPE PENTAIR RAINBOW 320 BENCH VULIHANDRAIL SWIMOUT YES LADDER CLEANING KIT DELUXE HEATER SIZE GAS TYPE TANK HOOKUP INSTALL BY FORMBOARD SURVEY QY N FINAL SURVEY 0 N COMPACTION ® N SPA SPECIFICATIONS S SPA DRAIN SQ. FEET SPILLWA ELEVATION BLK JETS TRAN LIGHT J BOX J MP H.P. KEVIN COMMENTS CITY CHAIN LINK FENCE SEWER & S&W ELECTRIC SEPTIC NEY RESIDENCE 5407 OLEANDER AVE FT PIERCE, 34982 370-3582 Harbor Bay -�" Pools 694 S.W. BAYSHORE BLVD PORT ST. LUCIE, FL 34983 0364-001,2 OUTSIDE ANGLE OF REPOSE. 5FT ANDFURTHER 4" THICK W/#3 REBAR @ 1T O/C EACH WAY 3FTT05FT 6" THICK W/ #3 REBAR @ 6" O/C EACH WAY 0 FT TO FT 8" THICK W/ #3 REBAR @ 6" O/C EACH WAY 9' 5' ANGLE OF REPOSE N.T.S. " EXCAVATION INTO ANGLE OF REPOSE IS ALLOWED PROVIDED: 1. SHORING IS INSTALLED ON EXCAVATED SURFACES SUFFICIENT TO SECURE SOIL FROM EROSION OR SETTLEMENT. 2. NO UNDERMINING OCCURS, IF UNDERMINING OCCURS CONS ULT DESIGN PROFESSIONAL. 3. COMPACTION TEST OF THE BACKFILLED MATERIAL ARE PROVIDED AT C.O. OF THE POOL. WATERLINE PATIO RISER TREAD DETAIL N.T.S. RETURN WASTE PIPING SCHEMATIC N.T.S. # 5 REBAR FOOTER DETAIL N.T.S. 8"" I #3 12" O.0 EACH WAY 2F MAIN TYPICAL RON th N.T.S. SLOPE: -- ,33: 1 W/ �r�rr 2 PLASTIC --► MAIN DRAINS W/ LIGHT ANTI VORTEX COVERS I I�/ #3 12" O.0 \` EACH 4" SLAB NOMINAL NOTE: REMOVE GRATE & #3 rebar at WELL POINT PLUG FROM 12" o.c. SLOPE 1/4" PER j 6"x6" ROAD MESH MAIN DRAIN & ATTACH \ FOOT A OR FIBER AUX. PUMP LINE WHEN 6" EMPTYING POOL TILES 4" THICK WALLS MIN. GRATE SHALL BE SECURED 15E INPLACE SO THAT TOOLS FOR POOLS OVER 7' ARE REQUIRED TO �`� DEEP ADD #3 COVE REMOVE i' BARS AT 6" O.C. IN COVE 6" THICK ► ,-_ j j \'BLACKBOARD _,— FLOOR MIN. �J FORM _ TO PUMP HYDROSTATIC �I RELIEF VALVE (IF �'� 3/4" ROCK REQ'D) TYPICAL WALL SECTION & WELL POINT N.T.S. ASME/ANSI Al12.19.8M 1987 LISTED GRATES W/ MATCHING MIN. MAIN DRAIN SUMPS 2 PIECES TYPICAL 1'6"MIN. _ I _ ,I,2" PVC TYPICAL MAX DISTANCE TO VENT T CONNECT 1'-0" WAY II 5T P5 ffj eTeK t 'TDTAL r ION h 1,POOL HESEPLANQUA 2"T 2"x1-1/2" ""T"" TYPICAL SECT t roug ��BEENREVIEW't'OUCTION ---� CENTER DEPTH N.T.S. IN ACCORDANCE WITH THE FLORIDAPIPE PUMP BUILDING CODE, MAX PUMP UNDERWATER LENGTH OF VENT PIPING 30' LABEL VENT: "POOL 2""—ti SAFETY DEVICE DO NOT SUCTION HANDLE" PIPE VENT TO ATMOSPHERE IN A MANNER THAT VENT IS NOT BLOCKED BY INFESTATION, DEBRIS, OR 2"x1-1 /2" MICROBIOLOGICAL "T" CONTAMINATION MAX DISTANCE i\\�\ TO VENT T CONNECT 110" 1-1/2" VENT PIPE 2"'T 2"-� 2" ASME/ANSI A112.19.8M 14 1'15"MIN. 1987LISTED GRATES 3'0"MIN. W/MATCHING r,4 AINDRAINSUMPS D ALL PROPOSED1'6"MIN. I PIECES TYPICAL, I iU ANY CORRECTIONS 3''f f 1EL01N5C)ROE RS THAT MA1 BE NE.0 HS�6 APt� aCABLETCQITE9 21, 2""T 2"" 1-112" VENT PIPE MAX DISTANCE TO VENT "T" CONNECT 2"X1-1/2" MAX 110" "T" UNDERWATER LENGTH OF VENT PIPING 30' 2" SUCTION PIPE "'----.�' LABEL VENT: "POOL SAFETY DEVICE DO NOT HANDLE" VENT TO PUMP / AMAN ER ATMOSPHERE VENT IS NOT BLOCKED BY INFESTATION,DEBRIS, OR (� MICROBIOLOGICAL SPA PIPING DETAIL N.T.S. CONTAMINATION / 1-1/2" VENT PIPE MAX UNDERWATER LENGTH OF VENT PIPING 30' LABEL VENT: "POOL SAFETY DEVICE DO NOT HANDLE" VENT TO ATMOSPHERE IN A MANNER THAT VENT IS NOT BLOCKED BY INFESTATION, DEBRIS, OR MICROBIOLOGICAL CONTAMINATION POOL PIPING DETAIL N.T.S. FORM 2-16D NAILS 2X4 @ 4' O.C. 2-HARD COIL T NAILS -+ 2'0" /099 0,1 vz' EMB. \� 6 MIL VISQUEEN — — MOISTURE BARRIER a - 1/2" PLYWOOD SHORING DETAIL N.T.S. TO ELECTRIC SEPARATE CIRCUIT FOR MOTOR & LIGHT S.P.S.T. TOGGLE SWITCH JUNCTION BOX \. TRANSFORMER MANUAL MOT. AND STARTER SWITCH PUMP O.L. MOTOR I I I WP. DISC.SW. IN PRECAST BOX (3) #12 IN 3/4" P.V.C. SCH. 40 MI IMPACT IN POOL AREA GROUND ALL BOXES. (LIGHT,MOTOR,ETC. WITH #8 WIRE (SOLID) LIGHT FIXTURE DOES NOT REQUIRE GROUND FAULT INTER. POOL LIGHT ELECTRICAL DIAGRAM N.T.S. NOTES: ANSI/NSPI, NEC & SBCCI CODE REQUIREMENTS • RISER AND TREAD MEASUREMENTS FOR STEPS (ANSI/NSPI 5 1995 6.2 AND 6.2 2.3) • HANDHOLDS (WHEN REQUIRED) (ANSI/NSPI 5 1995 15.1 AND 15.1.3) • VISUAL EDGES INDICATED FOR SWIMOUTS. (ANSI/NSPI 5 1995 6.7.2) • SWIMOUT DIMENSIONS TO INCLUDE THE DEPTH OF SWIMOUT (20" MAX. BELOW WATERLINE.) (ANSI/NSPI 5 1995 6.7 AND 6.7.2) • INDICATE LADDERS, HANDRAILS,SLIDES,DIVING BOARDS,"TO BE BONDED" (NEC 1996 ARTICLE 680.8) • OVERHEAD ELECTRICAL SERVICE LOCATION (ON SURVEY) (NEC 1966 ARTICLE 680) • MOISTURE BARRIER (6 MIL VISQUEEN) ENTIRE SLAB. (FBC 2001). • FLOOR SLOPE TO BE INDICATED ON PLANS, AND TO COMPLY WITH 5.6 AND 5.6.3 ANSI/NSPI 5 1995 IF DIVING EQUIPMENT IS USED THEN SLOPE AND CONTOUR OF POOL TO BE INDICATED AND TO CONFORM WITH ANSUNSPI 5 1995 FOR DIVING BOARDS AND EQUIPMENT. • ANGLE OF REPOSE DETAIL. FBC 2001. • POOL ISOLATED FROM ACCESS TO HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OF(SECTION: 424.2.17.1- 424.2.17.3) • STATIC AIR OR WATER PRESSURE NO LESS THAN 35 P.S.I. FOR 15 MINUTES. • ANTI -VORTEX MAIN DRAIN GRATES, W/MATCHING MAIN DRAIN SUMPS (ASME/ANSI Al12.19.8M 1987) • SPA- POOL COVERS 8 MIL DOW RESINS. • NO VISQUEEN REQ'D FOR PAVER DECKS. • TOP STEP 8" BELOW TOP OF BEAM. ALL SLABS CONTAIN 6"X6"-10/10 WIRE MESH & POLY -PROPYLENE FIBER MESH BY SI CONC.SYS. P� © 2002 Harbor Bay PooIs,INC. sOP" `I'105Yi CONTRACTOR: WADE M. CLARKE STRUCTURAL ENGINEER: SENG-CHAT TAN,P.E.,P.A. EB 9423, PE 46765 345 ALHAMBRA PL, WPB, FL 33405 PUMP MAKE: PENTAIR PUMP MODEL: WHISPERFLO PUMP H.P.: I"S G.P.M.: VELOCITY 7" `30 HEAD PRESSURE EI -- PIPE SIZES --- SUPPLY: 2" RETURN:1.5" JETS:1.5" POOL CAPACITY._ fQ 0 (gals.) TURNOVER RATE: 2 H H>0 M DESIGNER/DATE: KEVI ), PAGE 2OF2 PROJECT NAME AND ADDRESS 5404 SGANNEB ply- ,�c BY Harbor Bay POOLS pg' 694 S.W.BAYSHORE BLVD PORT ST. LUCIE, FL 34983 STATE LIC. # RP0067256