Loading...
HomeMy WebLinkAboutDrawing TYPE OF SURVEY.-I BOUNDARY PLOT PLAN U C TIE IN FOUNDATION FINAL COMPLETED ON: 4-06-17 LEGAL DESCRIPTION: A c SURVEYOR'S REPORT: LOT 11 IN BLOCK 136 OF RIVER PARK UNIT 1�\I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE 3 TRACT E , ACCORDING TO THE PLAT '\`�11 SHOWN HEREON. THEREOF AS RECORDED IN PLAT BOOK 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE 12, PAGE 22, OF THE PUBLIC RECORDS OF W. C LOCATED UNLESS OTHERWISE SHOWN. ST. LUCIE COUNTY, FLORIDA. Z M 3. THIS SITE LIES WITHIN FLOOD ZONE "X" ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO280 J. EFFECTIVE DATE FEBRUARY 16, 2012. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE ANDABBREV I AT I ONS: ZONEEYOR SHOULD BESVERIFIED BYPROVIDEDSAA DETERM I NAT I ONCOURTESY. EAGENCY. (C) = CALCULATEDU 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF = MEASURED 2 cj LOT 11 AS BEING S00'03'00"W ACCORDING TO THE PLAT (Mcn (P3 - PLATTED to DESCRIBED HEREON. CBS = CONCRETE BLOCK STRUCTURE 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS CMP = CORRUGATED METAL PIPE C7 OTHERWISE NOTED, ALL SURVEY MEASUREMENTS ARE IN FEET. CLF - CHAIN LINK FENCE CN5 = COULD NOT SET � 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE CONC = CONCRETE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER FFE - FINISHED FLOOR ELEVATION J. PIAZZA PSM, INC. 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT FND - FOUND 5/8' IRON REBAR VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED- IRC = 5/8" IRON REBAR WITH PLASTIC CAP SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. IR = 5/8" IRON REBAR 9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT POOR = PROPERTY CORNER BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PL - PROPERTY LINE PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT PARTIES. R/W = RIGHT-OF-WAY R = RADIUS OF CURVE r—,-7 L LENGTH .OF CURVELl SET 6 = DELTA OF CURVE z = SET 5/8' IRON REBAR WITH PLASTIC CAP "AJP PSM 6330' JUL .1 � .� a•; PRINCESS DRIVE St. l.e 60 R/W — 16 ASPHALT ROAD CONC ® BOX 9 DRIVE 9 2EERS w FND 3//4" CONC WALK 150.00' IRON PIPE FND I tic SET IRC Puff & FND IR P 0.10'N, 0.38'E BRCK A m DRIVE allo a� 6v&%D tINI&ETION J� 10.88' 15.15' 1.3'W OF PL �2p5.14' 70' 13.95' ENTVF X _ �—N L01 STORYOCCBS 36 �= jrRESIDENCE 14.00 MO � LOT 12 O BLOCK 136 •9: 7.55' � - QNC r CO CONC kpl 24.95' 'yam �c� Ir \ ' O 7` MET •X8SiH3ED 0 \ , II N SECTION 8.2'NC�ORRN '� �• � X OF OF POOR X POWER o? SET IRC . . o / " w •w & FND,^ R N89 57 OQ W IRONPIPE ur-.r�urc : 10^P ;o UDE. Powsa // SET IRC N89' 57' 00"W IRON 3f 4I 2.42'N, 0.70'W ' 4.3.3 0.23'S, 0.24'E 30' DRAINAGE EASEMENT 170 PRINCESS DRIVE LAST FIELD DATE: 4-05-17 SCALE: 1"=.30' ALEXANDER J. PIAZZA pSIK INC. CERTIFIED TO- 'AN DATE: 4-06-17 Surveying • Mapping • Consulting ANDREW GARRIGAN 619 SW Biltmore Street - DRAWN: CJMPort St. Lucie, Florida 34983 JOB NO.: ® Phone: (772) 340-7770 17-2974 �� Fax: (772) 340-2250 DATE: I REVISIONS: ALEXAN A PIAZOOV Professional Surveyor &-Mapper FB/PG: 1 50 1 Florida Certiflaate No.: 6330 K:\BUILDERS\DWG2017\17-2974.dwg,4/6/2017 4:21:15 PM m