Loading...
HomeMy WebLinkAboutSURVEYSCOMPLETED ON: 1 6-27-06 6-27-06 LEGAL DESCRIPTION: o SURVEYORS NOTES: LOT 36 IN BLOCK 49 OF INDIAN RIVER A �` I "� 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE ESTATES UNIT 7, ACCORDING TO THE I� SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PLAT THEREOF AS RECORDED IN PLAT BOOK w` 10, PAGE 75, OF THE PUBLIC RECORDS OF M LOCATED UNLESS OTHERWISE SHOWN. ST. LUCIE COUNTY, FLORIDA. 2 II 3. THIS SITE LIES WITHIN FLOOD ZONE 'AH% ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ' 12111CO281 F. EFFECTIVE DATE JUNE 30, 1999. ABBREVIATIONS: p 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE (C) = CALCULATED I in SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD (M) = MEASURED cb = ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. (P) = PLATTED to in 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE CMP = CORRUGATED METAL PIPE OF LOT 36 AS BEING S00'00'00"W ACCORDING TO THE CNS = COULD NOT SET PLAT DESCRIBED HEREON. CONC = CONCRETE 7. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS FFE = FINISHED FLOOR ELEVATION 0 OTHERWISE NOTED. FND = FOUND 5/8" IRON REBAR ro 8. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED IRC = 5/8' IRON REHAR WITH PLASTIC CAP SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. PCOR = PROPERTY CORNER PCP = PERMANENT CONTROL POINT PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT -CITY WATER AND SEWER R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT 0 = DELTA OF CURVE O = SET 5/0' IRON REBARWITH PLASTIC C10 Co. CAP 6 iPSOved Date �I FND PK NAIL 1' IN BOXCUT m N� �Y 00 �� CD LOT 35 ^^ 49 w 6' WOOD FENCE p m 6' W000 FENCE CORNER 0.7'S OF PL NN FND PK NAIL CORN OF PC R FND IRC GENERATOR ILLEGIBLE" FND 1 /2" R 00 &DISK L52 0.09'E,0.09'S S90000�00"E 12 5.De 0.53 W 0.37'N �OOLE 0.5 'W,0.41'N 0.41 -A 30.00 5' CHAIN LINK t- a n BURIED LP TANK O CE COf2NER 0:7'W, „i ri ui p 1.D5 OF PC d 34.11' 24.04' 38.79' a O cyy O 20.94' 28.08' CONC X �a pip DRIVEQ F'^ rn O WOOD N r SHED m OQ LyJ _d j,o NV3i _- N10 00 OY' o v COVERED '�14.51' r N > ND nn 0Ch m6 lISSJJ I ���Y OO O Oi m O Z HU >< 20.94' in O��Z� 1n i 0 Q00 o�Y 00 ¢ m 24.07' mH�Wp II } 3' CONC N^I3 tiro" cnoUiLLjo 7.42' WALK v ANITARY t Plll1MP O 1 0 AVERAGE TOP 3 0 a 3 0 0 p0 0 OF FORMS O ELEVATION-11.30 O � m 57.83' 28.08' 39.09 O O in m 5' CHAIN LINK c n 0 VCE CORNER 3AW. 0.6'S OF POOR FND PK NAIL 30.00, & DISK LB## 6790 " N90e00� W 125.00 FND IRC 0.55'W,0.35'N "CA FFN 6' WOOD CE MITCHELL" 0.03'W,O.OB'N 0.2$ OF PCOR 6' WOOD FENCE 0w CDR ER 0.4'N OR PL 0— LOT 37 BLOCK 49 o^oo v �Y �U 00 m JFND PK NAIL i T (% © 2 '7 Cy I N BOXCUT 5211 PALM DRIVE LAST FIELD DATE: 6 22 O6 ALE: 1"=30' ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping • Consulting CERTIFIED TO: JOHN AND EILEEN ANDERSON TE: 6/27/0s 1216 SE Industrial Boulevard AWN: BMG Port ® St Lucie, Florida 34952 I hereby certify that the survey shown hereon is true and oseuraments taken in the 18 NO,: Phone: (772) 380-0000 correct and is based an actual m Fax: (772) 380-0520 field. This survey mats the Minimm Technical Standards 06-0322 UW280 of Chapter 61G17 Florida adninistrativefyado. A .4 1 n �� J. Professional Florida Cei COMPLETED ON: 1 6-27-06 6-27-06 LEGAL DESCRIPTION: o SURVEYORS NOTES: LOT 36 IN BLOCK 49 OF INDIAN RIVER A �` I "1 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE ESTATES UNIT 7, ACCORDING TO THE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 75, OF THE PUBLIC RECORDS OF � LOCATED UNLESS OTHERWISE SHOWN. ST. LUCIE COUNTY, FLORIDA. ? II 3. THIS SITE LIES WITHIN FLOOD ZONE 'AH', ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. ' 12111CO281 F, EFFECTIVE DATE JUNE 30. 1999. ABBREVIATIONS: o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE (C) =CALCULATED to SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD (M) = MEASURED U ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. (P) = PLATTED = y 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE CMP = CORRUGATED METAL PIPE OF LOT 36 AS BEING S00'00'00'W ACCORDING TO THE CNS = COULD NOT SET PLAT DESCRIBED HEREON. CONC = CONCRETE 7. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS FIFE = FINISHED FLOOR ELEVATION o OTHERWISE NOTED. FND = FOUND 5/8' IRON REBAR "1 B. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED IRC = 5/8' IRON REBAR WITH PLASTIC CAP SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. PCOR = PROPERTY CORNER PCP = PERMANENT CONTROL POINT PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT — CITY WATER AND SEWER R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT A = DELTA OF CURVE • = SET 5/8' IRON REBAR WITH PLASTIC CAP 'AJP PSM 6330' P ����D L rn N't 6' WOC IRC I Q � O N sWOtm Ma Q Q e 14.51' �Y00 U 00 3193' e m AVERAGE TOP OF FORMS — ELEVATION-11.3D 6' WOOD FLN W IV: CORNER O.YS OF PCOR PCOR 6' WOQD CORNER 0.4N PC, (�UCT-f &0z-03DI LOT 35 BLOCK 49 6' WOOD FENCE CORNER 0.7 S OF PL lP TRANK O a F- O LOT 37 BLOCK 49 JUN 2 7 CUU6 30.00, =zoo, SCALE: 1'=30' ALEXMER J. PIAZU PSK INC. DATE: 6/27/05 Surveying • Mapping • Consulting 1216 SE Industrial Boulevard DRAWN: BMG Port St. Lucie, Florida 34952 JOB NO.: *LE Phone: (772) 380-0000 06-0322 #72so Fax: (772) 380-0520 19 4:i 1171 *l trR4e1: W FND PK NAIL IN BOXCUT NN FND PK NAIL ^o & DISK LB# 6790" 0.52'W,0.41'N 0 O F � ab of o r Qo rn N�13 . 0 0 0 woo to 0 o N oYY l [eu) �a0 N=� <ZJ OWQ omz OrY +v1a FND PK NAIL & DISK LB# 6790n 0.59'W,0.35'N I hereby certify that the survey shown hereon is true and ,= and is based on actual neaseurmmnts taken in the field. This survey mots the Mininm Technical Standards of Chapter 61917 Florida administrative ,ode. ALEXAND J. PI Professional Surveyor fa Mapper Florida Certificate No.: 6330 ST. SITE LOT 14 I ` s LOT 36 w BLOCK 49 Z I � I W 0 ro, PROPOSL i "'I COVD. PAT N I C I I LOT 37 ,. LLJ O O O — O COUNTY HEALTH DER ,ENTAL HEALTH SECTfd APPROVED FOR CON DES ALL PREVIOUS SITE PLANS FOR E) LOT 13 w a° "1'',I F. �e q I 12 — wooD I _ SHED I I-13.Z— I PROPOSED -441 SO. FT. ¢j ADD177ON "1 m 1 STORY CBS o RESIDENCE `° #5211 46.03' 15.65' S COY D a E TRYAe l 5'. I I I �'I I I I I N 00000100/1 E 8 H&D PALM DRIVE (60' RM LOT 12 0 Lri 0 3 04 1+' LOT 35 1 a a e .:. a•. . ;CONC'. Y .DRIVEWAY ~ as a 1 nn' (20' PAVED) SET —Rw — S 900010' 1021.81'(h 1022.00'(F LEGEND: -///- = OVERHEAD UBLITY W.M. ❑ - WATER METER 0 = UBUTY POLE U.P. ® - UBUTY PEDESTAL 0 = WELL Q = CENTERLINE RW = RIGHT-OF-WAY GUY WIRE ®= GENERATOR - IN— ELECTRIC TRANSFORMER 99- SEWER/ WATER VALVES ®= AIR CON. UNIT µp.® . mu PUMP �41"EWE Htt mr ABBRENA71ONS: (R) - RADIAL (C) = CALCULATED (NR) = NON -RADIAL (M) = MEASURED (P) = PLAT ( CRIP BON (UN R) = UNREADABLE SETBACK FREQ. A/C AVRG. = AIR CONDITIONER =AVERAGE BRG. = BEARING T B.M. = BENCHMARK CHD. = CHORD CONCRETE MONUMENT Wig CONC. = CONCRETE COVD. = COVERED D.U.E. = DRAINAGE & UBLITY EASEMENT ELEV. = ELEVA77ON FD. = FOUND I FF£ - FINISHED FLOOR ELEVA77ON - - LP. = IRON PIPE I.P.C. = IRON PIPE & CAP AIR. = IRON ROD LR.C. = IRON ROD & CAP N&D - NAIL AND DISC NO I.D. = NO IDENBFICABON N.G. V.D. = NATIONAL GEODE77C VER77CAL DATUM " P.C.P. - PERMANENT CONTROL POINT PROP. = PROPOSED U.E. - UBUTY EASEMENT VAC. = VACANT L = DELTA A = ARC LENGTH R = RADIUS 1. N&D cuT-our NORTH ALLEN E. BECK, INC. SETS R STANDARD MARKER OF A 1/2' IRON ROD AND A CAP MARKED LB 6790 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID CORNER IS SHOWN AS •AND FIELD SURVEYED ON 12-23-06. BASIS OF BEARINGS/ ANGLES BEING THE CENTERLINE OF PALM DRIVE PER RECORD PLAT. ALLEN E. BECK, INC. DOES NOT GUARANTEE OR ASSUME AN LIABILITY FOR ANY EASEMENT, RIGHT-OF-WAY, SETBACKS. RESERVATION, RESTRICTION, OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY. THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, IF ANY, HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALL CERTIFIED TO HEREON, AND NO OTHERS BEYOND THE LAST REVISED DATE. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE 'AH' COMMUNITY PANEL #12111CO281 F. DATED 6/30/99 BASE ELEV. - 17.00, BOUNDARY SURVEY CER77f7ED TO: JOHN ANDERSEN EILEEN ANDERSEN SURVEYORS CERTIFICATE 1 HEREBY CERBFY"TO THE BEST OF MY, BELIEF THAT THIS SURVEY 1S TRUE AND ACCURATE AND THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING AS PER CHAPTER 61G17-6OF THE F.A.C. SUBJECT TO ALL NOTES AND NOTA7701VS SHOWN HEREON. 7 LEGAL DESCRIPTION LOT 36, BLOCK 49 INDIAN RIVER ESTATES UNIT 7 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 75, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA. REVISIONS 1t. Lucie countYl I I ALLEN E. BECK, INC. S PROFESSIONAL LAND SURVEYORS 608 SW. BAYSHORE BLW. PORT ST. LUCIE, FLORIDA 34983 (772) 340-1432 LB 6790 SCALE 1 = 20 J08 N005-11038 F.B. SL-210 PAGES _ 62-63