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HomeMy WebLinkAboutDrawing DEC Q 8 N PILE cop LOT 20 LOT 21 LOT' 19 VACANT VACANT VACANT h FD 618"IRC FD 618'IRC LB 6905 $2 O'D' E .0 ' NO ID N67:29 21'E 31.37' 17 k � . ,y ��'>>d„ inn i� ase ` `'�r¢s ro k 6.75' SET 518^IRC ,, N LB 6905 H 8.00' 'o LOT 11 6� pt PgRCH 10 p VACANT r7 O 29.17 o 8.00' LOT 13 PROPOSED SINr;L' la D VACANT =�u FAMILY F.F. ELEY.= 7.60' W h E. X250'E TRY "�T PROPOSED CONC. m >~ AIC PAD 8.00, 2 `° a vs • $ ELEK!— 7.10' 5X10'LlAtlY _ 4 0 ",� ' 233' 6.00' `"La FAS�ilfNT10, asa q 6T PI;DPDSED O PALER 13.93 DRIW) N — _ — .— —_.__ —— __ .,• YA —ED FWR-MCI 1j4} ^8it LB 9905 39'E 5. O LB 5/8-IRC N 677921"E.20.00' 5.45` 5.62' 5.60 O SHORE SIDE DAiVE5 84' N 22:30:39"W 485.01' 40'R/W(PFWATE. 5.68 5.81' N22JO0:9"W 680.04' 5.48' 63' 2'CURB FD PSK NAIL &DISK 6� PCP LBS'6905 BENCHMARK fD P/0{NAIL &DISK PCP LBg 6805 • omm 1-929) LEGAL DESCRIPTION: LOT 12,TARPON FLATS SUBDIVISION,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 68,PAGE 27,OF THE PUBLIC RECORDS OF ST.LUCIE COUNTY,FLORIDA GRAPHIC SCALE ° 16 30 BUILDING SETBACKS (BSB): FRONT— 25' REAR — 15' SIDES — 7.5' ( IN FEET ) 1 Inch = 30 ft. ADDRESS- 3924 SHORE SIDE'DR. North PLAT OF SURVEY FOR:SANDRA MILLER TYPE:BOUNDARY&TOPOGRAPHIC DATE:05101/14 PROD.NO.13-02412 F.B.215 PG.36 DWN.BY:B.D.Y. SCALE: V=30' - MERIDIAN CKD.'BY:C.H.B. SOURVEYORS THIS PLAT AND REPORT ARE NOT VAI.10 WITHOUT THE SIGNATURE AND VE'ORIGINAL 00ttmuNervnanwo,surrE20 RAISED SEAL OF THE FLORIDA REGISTERED-SURVEYOR AND MAPPER NAMEO HEREONVERO RUCHIFL.32960 LM905 1'NONE:711-j9i.t213.Pn1s T72.19t•T89d VMICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. E-MMU LR690SWELLSOIITTLNBT THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER W6rkMg FR0s=13.108S113-24 TARPON FLATMOTMOT 12113-24•!2 SfTE PLAN.&txg P G 1 OF 2 Report'of Survey. (Project #13-024-12) TYPE OF SURVEY- BOUNDARY & TOPOGRAPHIC THIS SURVEY PERFORMED BY: LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE'201 VERO BEACH, FLORIDA 32960 PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S..M.# 5755 • THE EXPECTED USE OF THE LAND,AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE(5J-17.051,FAC)IS SUBURBAN. THE MINIMUMRELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500.THE MEASUREMENT AND CALCULATION OF A CLOSEDGEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS OR EXCEEDS ALL APPLJCA13LE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE, AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE. ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN'FEET AND DECIMAL PARTS THEREOF. THE LAST DATE OF FIELD WORK WAS. 05/01/15 THE BEARING BASE FOR THIS SURVEY IS N 22*30'39" W ALONG THE CENTERLINE OF SHORE SIDE DRIVE, SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION,OF ANY UNDERGROUND IMPROVEMENTS- UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE'THE SAME. LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL,OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE `X- PER FLOOD INSURANCE RATE MAP #12111C0087 J, DATED JAN. 6, 2012. THE ELEVATIONS SHOWN HEREON ARE BASED ON,THE NATIONAL GEODETIC fRTICAL-DATUM �NGVDA OF 1929. THE SENCHMAtK,15 A NA110MAL GEODETIC SUR T P 633 ELEVATION= Z 8 NGVD (1-4,9 NAW 01888. ON SITE'BENCH MARK AS SHOW HEREON. THE CONVERSION FACTOR FROM NGVD 1929 70 NAW 1988 IS-1,49'.THIS WAS DETERMINED USING CORPSCON.FOR WNDOWS VIER.5.11.08 ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE Villlfff) PRIOR TO DESIGN OR CONSTRUOTION. Legend&Abbreviations:(symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR PSM - PROFESSIONAL SURVEYOR&MAPPER L8 - LAND SURVEYING BUSINESS E— GUY WIRE (111 - CENTERLINE qi WOOD UTILITY POLE R . RADIUS 19 TELEPHONE, ERVICE L . LENGTH 11CABLE T.V.BOX A - DELTA ANGLE 0 ELECTRIC BOX E1P - EDGE OF PAVEMENT X LIGHT POST BIC - BACK OF CURB WELL B.M. BENCHMARK HYDRANT POO POINT OF COMMENCEMENT DQ GATE VALVE POD POINT OF BEGINNING IRRIGATION VALVE 0 (PCP)PERMANENT CONTROL POINT WATER METER POP PERMANENT CONTROL POINT SANITARY MANHOLE IM (PRM)PERMANENT REFERENCE MONUMENT 19 SANITARY SERVICE PRM PERMANENT REFERENCE MONUMENT - SEPTIC TANK 0 (IP)IRON PIPE 19 DRAINAGE MANHOLE IF IRON PIPE M CURB INLET Q) (IRC)IRON ROD&CAP 91 SURFACEINLET IRC IRON ROD&CAP MITERED END SECTION EI (9M)CONCRETE MONUMENT CONCEPTUAL DRAINAGE CM CONCRETE MONUMENT STREET SIGN FD FOUND PROPOSED GRADE (M) MEASURED NAVD NORTH AMERICAN VERTICAL DATUM (P) PLAT OAKTRSE 1335 TYPICAL ELEVATION (C) CALCULATED A/C AIR CONDITIONER P/K PARKER KALON CONC. - CONCRETE A.E. ACCESS EASEMENT PALM TREE F.F. I FINISH FLOOR U.P UTILITY EASEMENT D.F. DRAINAGE EASEMENT BSB - BUILDING SETBACK LINE PINE TREE ELJELEV. - ELEVATION RTW RIGHT OF WAY AS AS-BUILT Certified To: THIS SURVEY IS NOT VALID WITHOUT THE 1)PHOENIX HOMES SIGNATURE AND THE ORIGINAL RAISED SEAL OF 2)SANDRA MILLER THE FLORIDA LICENSED SURVEYOR AND MAPPER 3) . I NAMED BELOW. MERIDIAN LAND SURVEYORS 1717 INDLAN RIVER BLVD.SUITE 201 VZROBEACH,n.32960739690S PHONE:772.794-1213,FAX.,772-794-1096 -tE$ E-MAIL-LBOOSORELLSOUT'H-NET CH AI KBLAtiCHARD P.S.M.J5755 Working Re.=13 JOB$113-02a TARPON FLATSILOTMOT 12113-02442 WE PLANAwg PG20F2 SPECIFICATIONS 1. POOL BARRIERS DETAILEDAND SPECIFIED ON ll'' THESE DRAWINGS COMPLY WITH THE ALTERNATE WHEN USING `x\Y1• O REQUIREMENTS OF 6TH EDITION(2014) REMOVABLE POST EMBEDIW ♦ asp FLORIDA BUILDING CODE:SECTIONS 454.217. I X0,090TU8E by P 1.1 THROUGH 454.2.171.10AS APPLICABLE I TOP CAI' 2. ALL ALUMINUM EXTRUSIONS SIVLLBE I SOI-T6.ALL SHOP WELDS$HALL USES= ��• fly U-• FILLERMATERIALWITH3H61N.FILLETWELD LESS SNAP CAP PLATE U.N.O.ALLMECHANICAtGOHHECTiONS SHALL THAN . IT BEMADr V=010SHEETMETALSCREWSI I i +-�:O •���[[['''��1 3. FOST INSERTAND POSTSNAtLBESHDP �� • SNAP POST TOP CAP WELDED TO BASE PLATE I SELF-CLOSMI w'• Q POST INSERTSHALL EXTEND 21"ABOVE BASE . GRAVITY LATCHPLATE •'+ 5. POST INSERT SHALL BE USED ON 2nd FLOOR - \ I / BALCALTEONNI'BALTE USTERS ',� &••«+•+'++•• ��� \ i ANOAHOVE APPLICATIONS.MAX RAiLB4G \ \ \ ) �\ INSERT MINEAMPOST '/rFRS3F �� HEIGHTFOR THIS APPLICATION SHALL BE 44'. fl GROUND / 3/4'PICKETS REQUIRE FOSTINSERT. - r BOTTOM CHANNEL 7. CONCRETE SHALL DEVELOP AMINIMUM LESS THAN W COMPRESSIVE STRENGTH OF250DPSI IN28 { INCH OPENINGW DAYS. M . 2•x 2"POST Z B POOL BARRIERS DETAILED AND SPECIFIED ON COREDRIU.EXIST C7 9L THIS DRAW WGALSO COMPLY WRHSTH CONC.31lY D/4AND EDITION(2014)FBC RSI0I,IT(RESI0ENTIAL) FILL WiQNI.YNINOSGE CK•ROKOR W SELF•OMO Z GRAVRS ¢I 8. FENCES IN BROWARD COUNTY MUST COMPLY \ EQUAL J $ WITH STH EDITION(2014)FLORIDASULMNO CODE,SECTION 1818.21 FOR HVHZ THAN Z 0 MINIMUM6'DIA �y/Oyy gg� XIS•25DOP.S.L A CRETE' i•4'• M3PL yds'::. N�,I,E IWi. . �. HEtGUTSWOTH OF GATE TO 0 {I.L.j. d Z FILLED POST " '( DETERMINED BY RAIL HEIGHT 4' y * HOLE BE.•. x d v1 9 +��* R-3 TYPICAL GATE ELEVATION RAILING EMBED TO SOIL R-2 (LING EMBED TO EXISTING CONIC,SLAB SCALE:NTS R-1 SCALENTS R-1 SCALE:NTS Z EOP .82LLI W -•s+,-,,} }2.W0� 0.100---.TTOP CAP _�_�1�( .� t oZsg�CAP WALL MOUNT 2 ti;� osro Z t78 7 I 95 g a NOTE:RESIDENTIAL POOL BARRIER TO BE 125 BRACKET i- 4i 2'x2"VERTICAL POST. L '� N W (� 424ZI ABOVE).FORG GREAE.TER f n SNAP POST POS7INSERT SNAP POST HR2 P�� 4f—HEfGHTRAtLFOR SE I INCH RTHAN 60 INCH 'C �I PICKET ADDITIONAL TOP CAP SPLICE 9-41'r NH4 PICKET OR AOOITIONAL HORIZONTAL CHANNEL TOP CAP BOTTOM 3 SRAPPOST 3N•PICKET � CHANNEL 314"PICKET t«p)O BOTTOM'CHANNEL WALL MOUNT BRACKET 21 HEIGHT .062 .062 BRACKET POST INSERT N SHOP 1/4'DIA HOLE aC PICKET OPENING MELD RAIL EXTRUSIONS RAILING TO BUILDING MOUNT BASEPLATE 0 w 3 SCALE NTS 'SCALE:NTS 0 O d 4I INCHES 0.378 AO Q m 41NCNES 2 ELEVATION w z o :b W z UU P41 2 SHOP d W K TOP CAPD SNAP POST BASE PLATE �K WELD DRA pN BY 11 SNAP POST PLATE t222of }7.786 SNAP POST a a SHOP 6'0'MAX POST SPACING I SNAP CAP PLATE SNAP POST PLATE 4. WELD DATE DRAWN (RESIDENTIAL POOL BARRIER) 10/20/15 BOTTOM POST INSERT 4'B"MAX. RAILINGS) © © REVISION (BALCONY PAt4tNG5) CHANNEL I} q 314"PICKET (4)1Po'x2t14- 2"PICKET CONCRETE MORE THAN OE NOT BOTTOM CHANNEL'— -:04 040 4' SCREWS MORE THAN2 INCHES "n R MECHANICAL RAIL EXTRUS ALT,MOUNT TO EXIST.CONC.SLAB SHEETNO:•'1 TYPICAL RARING EIEVAT N SCALE:NTS SCALE:NTS R-1 SCALE:NTS R_