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Home My WebLink AboutSURVEYSr - _ : COMPLETED ON: 1 1-05-07 1 1-05-07 1 B-29-07 LEGAL DESCRIPTION: c SURVEYORS NOTES: LOT 16 IN BLOCK 22 OF RIVER 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE PARK UNIT 3, ACCORDING TO THE SHOWN HEREON. F AS RECORDED IN PLAT THEREOF �` 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PLAT BOOK 10, PAGE 80, THE LOCATED UNLESS OTHERWISE SHOWN. PUBLIC RECORDS OF ST.LUCIE Z 3. THIS SITE LIES WITHIN FLOOD ZONE 'AE", ACCORDING TO COUNTY, FLORIDA. �I THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO280 F, EFFECTIVE DATE AUGUST 19, 1991. BASE - o FLOOD ELEVATION = 7.0 ABBREVIATIONS: y 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE (C) = CALCULATED U X(r) SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. (M) = MEASURED 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF (P) = PLATTED LOT 16 AS BEING S05*3B'OO"E ACCORDING TO THE PLAT CMP = CORRUGATED METAL PIPE DESCRIBED HEREON. C.M. = CONCRETE MONUMENT o 7. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS CONC = CONCRETE OTHERWISE NOTED. FFE = FINISHED FLOOR ELEVATION 8. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED FND = FOUND 5/8' IRON REBAR SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. .IRC = 5/8' IRON REBAR WITH PLASTIC CAP PCOR = PROPERTY CORNER PCP = PERMANENT CONTROL POINT — CITY WATER AND SEWER PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE DLTA/BFOCRONEREBAR p�xa� 01P EWITH PLASTIC saps ■�� CAP 'AJP PSM 6330' O` IRON PIPE -% LOT 15 BLOCK 22 FFE= 11.99 Irk 01 O ap p d+ �6 B� Oct-0 OF 00 X'% F1i fp "� P �JPEONf� I O B OS 2A53 N. 92 10.06, C �- LOT 17 BLOCK 22 FFE= 11.20 PERMIT#: SLCOT113O 4 SEP 18 2007 PUBLIC WORKB eT. LUCI6 COUNTY. M ALE:. 1"=30' ALEXAMER I PIAZZA PSK INC. iTE: 1-05-07 Surveying • Mapping • Consulting 619 SW Biltmore Street LAWN: CJM*Lej72Bo Port St. Lucie, Florida 34983 8 NO.: Phone: (772) 340-7770 07-0003 Fox:. (772) 340-2250 B PG: I 3U 3T I I— — `'dl Y& � 9" /3 < G115 7 IRON PIPE 0.60'S,0.35 W F +10.OD ASSUMED SITE BENCHMARK PAINTED "X" IN ROAD LAST FIELD DATE: 9-17-07 TIFIED TO:TONY DORAN " certify that the survey shown hereon is true and and is hased on actual maci uramrts teden in the his survey vests the 4inim Techn Ica !-Standards or 61G17 Florida adnini stralive oda. /AID(AND J..PiAZ7�Q Professional myor & Mapper Florida Certificate No.: 6330 COMPLETED ON: 1-05-07 1 1-05-07 01-29-07 ?, LEGAL DESCRIPTION: A o SURVEYORS NOTES: LOT 16 ,IN, BLOCK 22 OF RIVER 1. UNLESS OTHERWISE NOTED ONLY PLATTED, EASEMENTS ARE PARK UNIT 3 ACCORDING TO THE l7n. SHORT! HEREON. PLAT THEREOF AS RECORDED IN 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PLAT BOOK 10, PAGE 80, THE � LOCATED UNLESS OTHERWISE SHOWN. PUBLIC RECORDS OF ST.LUCIE ? II 3. THIS SITE -LIES WITHIN FLOOD ZONE "AE", ACCORDING TO COUNTY, FLORIDA. THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL - NO. • 12111CO280 F, EFFECTIVE DATE AUGUST 19, 1991. BASE o � FLOOD ELEVATION = 7.0 ` y ABBREVIATIONS: `J 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE U SURVEYOR AND IS PROVIDED AS A COURTESY. THE 'FLOOD (C) = CALCULATED = (n ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. (M) = MEASURED 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF (P) = PLATTED LOT 16 AS BEING S05.38'00"E ACCORDING TO THE PLAT CMP = CORRUGATED METAL PIPE DESCRIBED HEREON. C.M. = CONCRETE MONUMENT o 7. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS CONC = CONCRETE OTHERWISE.NOTED. FFE = FINISHED FLOOR ELEVATION 8. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED FND = FOUND 5/8" IRON REBAR SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. IRC = 5/8- IRON REBAR WITH PLASTIC CAP POOR = PROPERTY CORNER PCP = PERMANENT CONTROL POINT = CITY WATER AND SEWER PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY R = RADIUS OF CURVE L = LENGTH OF CURVE SF = SQUARE FOOT w = DELTA SET5/BF CURVE IRON REBAR WITH PLASTIC CAP 'AJP PSM 63300 pp• IRON PIPE off` ew 1 65• w°p05 ' s s6.00' wP`)' �= � (A LOT 15 w°CP Z6-5 O BLOCK 22 va ° Ln FFE= 11.99 -0 W gr m •O O 0�� Q� ��00 OF 1,, m M'sP�kn�233 $ x O xe P �J P� NFFE' I CA •` J s• �ag5 pRDPpS $ O 6 ,jy5"5 N g2 MOB' \ •,ow �69 �, q3• 5• Nm. Nav IRON PIPE , $ 4.2200 0.605,0.35W OCT 2 4 2007 7 10.00 pU&Oft rue, woEKs •9% •P B y.TRIG couHz•r. c� \ O PON cWFFt GIE • P9 aT• W Q r 9.7 l LOT 17 BLOCK 22 y�0 D�QS g / 20' FFE= 11.20 3a r ,>�/"a0:� r - 54aULT ROAD PERMIT#: SLC07030014 SCALE: 1"=30' ALEMMER J. PIAZZA PSM, INC. DATE: 1-05-07 Surveying • Mapping • Consulting DRAWN: CJM*Lef7 619 SW Blltmore Street Port St. Lucie, Florida 34983 JOB NO.: Phone: (772) 340-7770 07_0003280 Fax: (772) 340-2250 LAST FIELD DATE: 9-17-07 I hereby certify -that the survey, -ham herecci@:true and correct and is based on aetual'neaseurenente taWn in the field. This surrey -nests the 1linimm Technical Standards of Chapter 61G17Florida adiliiie:,E}o:iveJyade., 0 ALLOW 15' SETBACK IN REAR ZONE NOTE ADD PROPOSED FFE Professional Florida Ca G -05-07 1 1-05-07 DHIC ••• , LEGAL DESCRIPTION: LOT 16 IN BLOCK 22 OF RIVER PARK UNIT 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN I PLAT BOOK 10, PAGE 80, THE PUBLIC RECORDS OF ST.LUCIE COUNTY, FLORIDA. ABBREVIATIONS: y (C) = CALCULATED 2 tn (M) = MEASURED (P) = PLATTED CMP = CORRUGATED METAL PIPE C.M. = CONCRETE MONUMENT CONC = CONCRETE FFE = FINISHED FLOOR ELEVATION FND = FOUND 5/8' IRON REBAR IRC = 5/8' IRON REBAR WITH PLASTIC GAP PCOR = PROPERTY CORNER St. Lucie COUt PCP = PERMANENT CONTROL POINT PL ='PROPERTY LINE Environmental gpental PUDE = PUBLIC UTILITIES AND DRAINAG649 = RIGHT—OF—WAY SUperC eS /�1 PrE prow R� = RADIUS OF CURVE OSDS# L = LENGTH.OF CURVE Reviewer: SF SQUARE FOOT A = DELTA OF CURVE 00 = SET 5/8' IRON REBAR WITH PLASTIC Sao GAP 'AJP PSM 6330" SURVEYORS NOTES: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 3. THIS SITE LIES WITHIN FLOOD ZONE 'AE•, ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL'NO. 12111CO280 F, EFFECTIVE DATE AUGUST 19:'1991.' BASE FLOOD ELEVATION = 7.0 4. 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. 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 16 AS BEING S05.38'OD'E ACCORDING TO THE PLAT DESCRIBED HEREON. • 7. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. B. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. Health Dept ealth• Section — CITY WATER AND SEWER tot Construction "�n IaouS,1t 2P SPr t � X IRON PIPE. „w ,65 p0 PDT ' / B�Do6L �ODpp6 50E x3 FE 123 (O 0• \' PR OSLO F OP � R 1 MIN. SETBACK REQ. FRONT vJ'• B• aQ 8 SIDES rT vrJ 7, �g p(i\O y°rym. tb• �s, CNR SIDES 0 i � s�Oo• REAR i 5 ZNG. R 5 Y P_" OT 17 BLOCK 22 TECH. FFE= 11.20 �I ; PROPOSED PLOT PLAN (SUBJECT TO CONTRACTOR, HEALTH DEPT.. AND BUILDING DEPT. APPROVAL) 703 RAMIE COURT ALE: 1"=30' AI EXANDER J. PIAZZA PSM, INC. ,TE: 1-05-07 Surveying • Mapping • Consulting AWN: CJM*LE 619 SW Biltmore Street Port St. Lucie, Florida 34983 IB NO.: Phone: (772) 340-7770 07-0003 f72ao Fax: (772) 340-2250 PRD 1� L +10.00 ASSUMED SITE BENCHMARK PAINTED "X" IN ROAD LAST FIELD DATE IRON PIPE 0.60'S,0.35 W ROAD 1-04-06 I hereby certify that the,surrAy shaemkorcan is true and correct and ie,baeod oaCactual meoseumarets• taken in the field. This saryty-mets ths.Minimm lschnical Standards of Chapter 6IC17 Florida a,=ArninnLIG'b rr_ative ode. /ALEXAND J. PI S Profeaalonal.Erveyor &-Mopaer Rorfdd',Cr tifiaote„Nc.: 0330