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HomeMy WebLinkAboutBOUNDARY SURVEY00 nLq d 0 0 �cV U W W zU) woo o 0 M 0 W 3� , z W (n J LUM �5 ( NW CORNER OF THE NE 1�4 OF THE SW 14 OF SEC 26, WP 35S, RGE 4 E 1/4 SECTION LINE FND 3"X3" CONC MONUMENT CORNER 1 2 Sd1 P 0R F 1921.5'(D) NOT INCLUDED 0 00 2012.3'(D) FND IRC "LB 6790" s o �0 Z'L 'Q> s OVERGROWN VEGE ATIOrr COULD NOT LOCATE. FND IRC "LEI 6790" s NOT PLATTED 592.88'(C) 594.5' D) E FENCE CORNER S88'18'31 "E 543.88" 4.1'S OF PL x- X-- X-X- X-x-X-x--X-x- FND IRC "PLS 4907" File Copy 1 SIDES 1 )NC MONUMENT ZING TECH.�L�J 4� SCANNE, BY ST LUr.IP I (n CEPpC.2O'RE 49.90O�' 0.1 �Nc1ON A „ � �N Z A Cp N NOT PLATTED -13 10 -1 CS x WppD "� FENCE j inn or ''- 1 o s NPL 321.80: 300.00' 4GgF C D3 END OVERGROWN VEGETATIOLN� 0.7' 1.2' COULD NOT LOCATE P l '" 49.00' S88'18'31- "Ex 262.94' 7 aOR PLA-TED 7.5'X 0' oTING ELEV= 30.25 roNOT PXOSED ELEV= 30 WOOD SHED 85 J� 1 a 15 b nj (N CI on 2 L9 O C�UV�RpD� 9.3' 31.w ro con LJ� ofao UZU`t 28.82' CONC DECK + `�I`IM or 2 0 00 1 STORY CBS GARAGE COVERED SCREENED � W� �U_ 11.77 4' WARE FENCE END n N 28.82' N PORCH o 28.07' •- 5.9'S OF PL `O .10, N88'18'31 "W 779.55' X -x -x -X -x -x _X 3. X . (BEARING BASE) X __._X -X _X x x --X 893.72'(C) (FROM R/W TO SHORE) 4Ac�4F YNRD 4' n ON15\_4 �^ 877.2'(D) FENCE END 7.2'S INTERSECTION OF PL 6.4'S OF PL �j n OT 9 NOT PLATTED FND 3//4" IRON IPE LEGAL DESCRIPTION: FROM THE NORTHWEST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 26, TOWNSHIP 35 SOUTH, RANGE 40 EAST, RUN SOUTHERLY ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF THE SOUTHWEST 1/4, 720.5 FEET TO THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED. FROM SAID POINT OF BEGINNING CONTINUE SOUTHERLY ALONG THE WEST LINE OF SAID NORTHEAST 1/4 OF THE SOUTHWEST 1/4, 157.03 FEET; THENCE EAST, 2012.3 FEET TO THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY COMPANY; THENCE CONTINUING EAST, 877.2 FEET TO THE WEST SHORE OF THE INDIAN RIVER; THENCE, MEANDERING THE WEST SHORE OF THE INDIAN RIVER, RUN NORTH 25'04'WEST, 96.04 FEET TO A POINT 87 FEET NORTH OF THE LAST DESCRIBED EAST AND WEST LINE AS MEASURED AT RIGHT ANGLES THERETO; THENCE WEST, PARALLEL TO THE AFORESAID EAST AND WEST LINE 300 FEET; THENCE NORTH 25'04' WEST, 77.3 FEET; THENCE WEST PARALLEL TO AND AT A RIGHT ANGLE A DISTANCE OF 157 FEET NORTH OF THE FIRST DESCRIBED EAST AND WEST LINE, 594.5 FEET TO THE EAST RIGHT-OF-WAY LINE OF THE FLORIDA EAST COAST RAILWAY COMPANY; THENCE CONTINUING WEST, PARALLEL TO AND AT A DISTANCE OF 157 FEET FROM DESCRIBED EAST AND WEST LINE, 1921.5 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM EXISTING RIGHTS -OF -WAY OF THE FLORIDA EAST COAST RAILWAY COMPANY AND INDIAN RIVER DRIVE, AND INCLUDING RIPARIAN RIGHTS. (ORB 264, PAGE 1883) LESS THAT PORTION LYING WEST OF THE FLORIDA EAST COAST RAILWAY RIGHT-OF-WAY. LESS AND EXCEPT THE EAST 49 FEET OF THE MOST NORTHERLY 70 FEET OF THE LAND DESCRIBED IN ORB 264, PAGE 1883 AS RECORDED IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. (ORB 2538, PG 1394) CONTAINING: 112,920 SQUARE FEET OR 2.592 ACRES, MORE OR LESS. ABBREVIATIONS: SYMBOLS: (C) = CALCULATED (- = GUY WIRE ANCHOR CBS = CONCRETE BLOCK STRUCTURE © = CABLE TELEVISION BOX CONC = CONCRETE E3 = CATCH BASIN CLF = CHAIN LINK FENCE ® = CATCH BASIN INLET DFLORIDA = CLEANOUT FEC = EAST COAST RAILWAY COMPANY ® = ELECTRIC BOX FND = FOUND = TELEPHONE BOX IP = IRON PIPE = SIGN uRC = IRON ROD WITH PLASTIC CAP = SANITARY MANHOLE LB = LICENSE BUSINESS 8= STORM MANHOLE LS = LICENSE SURVEY = FIRE HYDRANT (M) = MEASURED i¢c = LIGHT POLE MON = MONUMENT ® = CONCRETE POWER Prj'�E ORB = OFFICIAL RECORD BOOK ® = BACKFLOW PREVENT'�P (P) = PLAT ® = MAIL BOX PB = PLAT BOOK Goa = GAS VALVE PG = PAGE = SEWER VALVE PL = PROPERTY LINE WATER VALVE _ POB = POINT OF BEGINNING ® = WELL 7 POC = POINT OF COMMENCEMENT QW = WATER METER [7-06-11-7 R/W = RIGHT-OF-WAY RGE = RANGE = WOOD POWER POLE SEC = SECTION O = SET 5/8" IRON ROD WITH PLASTIC TWP = TOWNSHIP CAP PSM#6330 ADD HOUSE ELEVATIONS DATE. R 1 'ISIONS: ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting 619 SW Biltmore Street Port St. Lucie, Florida 34983 CJM Phone: (772) 340-7770 BY: U*7280 Fax: (772) 340-2250 24.60' AREA COVERED a NO e .A �O Z r FND IRC `PLS 4907 \7O �1 0.16'N, 0.32'E ,. v4 6 NOT PLATTED �*\ 41 FND IRC 'ILLEGIBLE" 0.10'N. 0.36'E JUL 10 2017 IVA va ' 4 y y as g O< 0. J ON PL-_� 32.70' CLF DO E,TE BENCHMARK ELEV=�24. 2C NAVD 61988 z{ 4 3'18'31 "1 ID IR 17'S, 0.19'E S2213'32"E 6.39' s� S2976'20"E V 25.48 ��� a ti 7 01 �2 S3379'370E �000, 1.30 � ��07 �- S16 39• 22" E �p 13.59 i a S1471'58"E 21.72' .47' MEAN HIGH WATER ELEV= -0.30 NAVD 1988 DATED 3-25-15 O 12.00 PM. NOT PLATTED SURVEY REPORT: 1. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE CODE, 2. SURVEY BASED ON A BOUNDARY SURVEY PREPARED BY ALLEN E. BECK, INC. JOB NUMBER 99-5011, DATED 8-20-1999, LAST REVISION DATED: 12-12-05. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. BEARING BASIS: N88'18'31"W ALONG THE SOUTH PROPERTY LINE. 5. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 6. THIS SITE LIES WITHIN FLOOD ZONE "X "AE" BFE= 5.0, & "VE" BFE 8.0, ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO193 J. EFFECTIVE DATE 2-16-12. 7. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 8. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 9. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR THE CONSTRUCTION OF A FENCE AND FALLS WITHIN THE SUBURBAN CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:7.500 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 10. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 12. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 AND ARE REFERENCED TO THE LENGEMANN OF FLORIDA'S L-NET GPS NETWORK DEVELOPED WHICH MEETS OR EXCEEDS THE FEDERAL GEODETIC CONTROL COMMITTEE (FGCC) GUIDELINES FOR "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" AS WELL AS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER 5J-17.051 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHAPTER 471.027 FLORIDA STATUTES. BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 13. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: NASREEN WILKES do ISABELL METREE 14. @ COPYRIGHT 2015 BY ALEXANDER J. PIAZZA PSM, INC. HE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM. INC. 7-06-17 DATE OF FIELD SURVEY: 3-2 6-15 DATE OF SURVEY: 3-27-15 ALEXANDEP J. P K ZZA PROFESS1011AL SURVEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 BO�JNDARY �>VR VGY CAD K:�BUILDERS`DWG2015�15-1982.DWG 3 05 S. INDIAN RIVER DRIVE REF K:\ SEC 26, TWP 35S, RGE 40E FLD CJM / AJP FB- 44 PG. 68 Joe 15-1982 AS PREPARED FOR OFF CJM DAATE 3-27-15 ISABELL METRES ICKD A.IP SHEET , OF I I DING D-631 I ---ErZ--Rb0F 5T1zVCTUFP-- 4-.-TO P - 11 AT ig _WA11. INTO IbOF 57MUCr� __"__L0 491 tJdo - -- ----- I TIT 11��N 1712- I(w A, NOTES: DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIAL CODE. CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R70,?-.4 OF TH E FLORIDA BUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SMALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GP I ATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT P1 r� SQUARE CENTIMETEP, WITH A FLAME SPREAD NOT EXCEED 2S WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEED 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. ELECTRICAL LOAD CALCULATIONS 20,60 SQ. FEE, 3 VA 6180 VA 331 NEW BEDROOM & BATH 3 VA 993 VA 2 APPLIANCE CIRCUITS 3000 VA 1 DRYER 5000 VA 1 LAUNDRY 1500 VA 1 DISHWASH"M 1200 VA I REFRIGERA-OR 1200 VA 1 W/H 10,000 VA I RANGE 12,000 VA 1 OUTBUILDING 10,000 VA 1 DOMESTIC WATER PUMP 2000 VA I POOL PUMP 2000 VA 1 MISCELs IEOUS 2000 VA SUBT07AL 57073 VA FIRST 10000VA @ 100% 10,000 VA REMAINDER @ 40% 20,429 VA A/C & HEATSYS7_EMS (EXISTING) 12,000 VA A/C & HEATSYSTEMS (NEW UNIT) 5,000 VA TOTAL 47,429 VA 47,429 191 AMPS 240 USE EXISTING 200 AMP SERVICE 9 •�le��fiV�A� ��ARI� �=i'o" 5 L.00Y, t L->G 0 I-z' 9,F-Tx zo w rz - Loa � L 0 Q &.j fL IS L6 C e- fk.� IFILLE-J> 7 INC, 0qA90L1-rr?Tc--f 14. k)4 DEA.1 L" - "A. too S tLL ­7 S ILL SM91. LJ7_q_.L„== IN -WINDOW �J LIP -4- f 4­4 5/41 DOOR AND WINDOW SUCK FASTENING DOOR AND WINDOW SUCKS SHALL BF ATTACHED WITH CASE HARD NAILS @ 12-ON CENTER, WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-1/4- EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. I __ New '21�' g (p9twoz MOVIE V9.1 it- Rkm t 1. DESIGN CODE: Florida Kas code 2014 t dition w/20 supplements using ASCE 7-10 2. Structure Design is: X Enclosed Partially Enclosed_Open Building 3. Risk Category: __._I V Exposure Category: 'B Y' C D Adjustment coefficient 4. - Design Wind Velocity 14S mph _ ASD LRF D End Zone Width 4-_ft. S. Mean Roof Height: fq- ft. Roof Pitch: (y:12 Parapet -ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ MRH(worst case)) Zone 1: -NJ - Zone 4 5,5'Zone 5- - 7141, arage:N1A. LZone 2� - P4A Zone 3. - 94 _JG 7, Design Loads: Floor: I!r PSF Roof/Dead: _�(A, PSF Roof /Live O/A PSF Balcony: NCEALED FAST;i� 'RS 0" �ATTA`CHM .06 11 _PSF Dock: -_ PSF Deck: -"- PSF Stairs: _PSF Fence: __PSF Railing: _PSF APE THE RESPONSiBILP Or' THF 8, Were Shear Walls Considered for Structure? X Yes Not applicable Explain Why Not: CONTPVTOR 0F 9. is A Continuous Load Path provided? X Yes -Not applicable Explain Why Not: RiCopin 10, Design Soil Bearing Pressure:2000 PSF Soil boring Test required Yes )( No (based upon section 1803.2 exception) ji-i ES'E P LA N 6 A 40 A il P RU PO S E U fti-1, 11�� I- LUC'- S' . - c_QL_-1-X.TY PLILP,' . _RFVTVV ARE SUBJECT TO ANY CORRECTIONS - D FOR IN RLVILIIA'� 2Y REQUIRED BY FIELD INSPECTORS THAT DATE I MAY Br NE"'WARY. IN ORDFR TO PLAN AND p ER -MIT MUST BE KEF T C", iC,:� OMPL i'j V"J' -1 to, T i ILL 111E STRUCTURAL NOTES. I STRUCTURAL LUMBER TO OF HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRES VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND CD FOOTINGS TO 2500 P,S1 MIN, .(-I) C 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30' MIN. LAP. 2 E 0 4. CONCRETE COVER OVER REINFORCING STEEL: < 6 ( W FOOTINGS 3" REAMS 11 I-)- 0 0 a) CU Z COLUMNS 1-1/2- (.) 2 (A s. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12- AND J C CL - a) 0 0 Q) < u.) 0 COMPACTED TO t MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 4-i a) U) E c: E 0 0 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & C a) CU M > SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. U) _17 5 w 0 0 C: US 0 7. DOOR & WINDOUt ASSEMBLY COMPONENTS TO BE CERTIFIED BY LLJ 0 It 0 0 CL t4:, < 0 MANUFACTURERFOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION U_ L= CL 0 a) PER WIND LOAD COMPLIANCE DESIGN PRESSURES. (D IE S. PRECAST / PRESTkESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING, 0 > Ll_ SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 0 9. FOR METHOD OlATTA04MENT OF DOORS & WINDOWS. SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTf: ALL SIMPSON STIONG -TIL PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z -MAX COATING OR SETTER. PRODUCT REVIEW PRODUCT DESIGN OPENING DESI PRODUCT MANUFACTURER MODEL# OVAL# G ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE WINDOW �ASE) ONE 4 -47.9 l.-PRESSURES 1 -70 PGTINDUSTRIES,,---� SERIES -550-0--TN-OA.,$ IMPACTY." ULTRACON @ 17-3/8-MAX & 6-1/2"MAX FROM EACH ONE 5 -57.5 ro INC, ovr PVCS.H. 15-o"19.05 CORNER; WITH 1-3/4" MINIMUM EMBEDMENT & 2-1/2" I MINIMUM EDGE DISTANCE WINDOW ONE 4 -47,9 -70 PGT INDUSTRIES, SERIES PW- NOAM -_ IMPACT %" ULTRACON _@15" MAX. O.C., 1-3- 4" MIN. EMBEDMENT ONE 5 -57.5 INC. 5520 16-0629,12 AND I" MINIMUM EDGE DISTANCE DOOR ONE 4 -47.9 -70 PLASTPRC SERIES 0 FL# _N 6�_N­ ITW X 2.1,12- @ 14- MAX O.C., & 6- TYP FROM EACH ONE 5 -57.5 FIBERGLASS 15221.1 IMPACT CORNER: WITH 1-1/4" MINIMUM EMBEDMENT & 2-1/2" MINIMUM EDGE CLEARANCE THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW ANI"kPPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY Ufl:),N TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THISOFFIcr 3E PRc )( 1A MAI N e t&2. (6 r) n' W FLA-S-H I N 6 oil rP%LAN_v '44 G- __ k I, 0_X & 9, S T1/0__p TO$SH00_FuO --WASTC- 5UFPL1/# PIPE- Of C41 _SX1Sr1NG r_17%TU_RC_$a IDS YC, Xr. Pow 5 L i rye )I w V-1 I�"TO SIET 114 4LApr :7AM EFi SF-F, 1t3-T1LLMTAIL) ""4sp oowyn-s VSP-r, -PIZILL C, 0 oQ ro 5 A Ce, Co L, T i M I- p� Lcxlu 1,S, 10111�t_1111<!' POOR co�C, GLA5 wl t - �ItRa$ COUC." y 331 50'FT, ADD MONAL V) �Q6 A, k t 'D_9 A•*10400 0 cv 00 C tn *OMMM z 0 -4- 4w- O u S-REET