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HomeMy WebLinkAboutSurveyTYPE QF SURVEY.1 BOUNDARY I PLOT PLAN I U C TIE IN I FOUNDATION FINAL ___j COMPLETED ON: 1 7-25-18 1 7-25-18 1 4-09-19 1 1 9-27-19 LEGAL DESCRIPTION: LOT 40 IN BLOCK 61 OF INDIAN RIVER �) ESTATES UNIT 8, ACCORDING TO THE I \VI PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73, OF THE PUBLIC I RECORDS OF ST. LUCIE COUNTY, FLORIDA. ABBREVIATIONS,: (C) = CALCULATED (M) = MEASURED (P) = PLATTED to CBS = CONCRETE BLOCK STRUCTURE CMP = CORRUGATED METAL PIPE CONC = CONCRETE FFE = FINISHED FLOOR ELEVATION �O FND = FOUND 5/8" IRON REBAR IRC = 5/8" IRON REBAR WITH PLASTIC CAP IR = 5/8" IRON REBAR PCOR = PROPERTY CORNER PL = PROPERTY LINE PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT R/W = RIGHT-OF-WAY S/T = SEPTIC TANK R = RADIUS OF CURVE L = LENGTH OF CURVE A = DELTA OF CURVE 0 = SET 5/8" IRON REBAR WITH PLASTIC CAP "AJP PSM 6330" co Oro r SURVEYOR'S REPORT: 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE tz SHOWN HEREON. 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE O LOCATED UNLESS OTHERWISE SHOWN. Z 3. THIS SITE LIES WITHIN FLOOD ZONE "X", ACCORDING TO II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. n 12111CO281 J, EFFECTIVE DATE FEBRUARY 16, 2012. ._ 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE U SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD N 4i ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. U 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 40 ASSUMED TO BEAR S00'02'09"E. 6. ALL LOT DIMENSIONS SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN FEET. 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER J. PIAZZA PSM, INC. 8. 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. 9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR PARTIES. 00i A LOT 38 BLOCK 61 m� U FFE= 19.74 0)w� LOT 39 BLOCK 61 F-U-m I VACANT O J W IRRIGATION IRRIGATIONLL QW O O (O Urn r ' Opd A m U � 0 11 F- C14LLJ EL F-� m O 4' WIRE FENCE END 0.6'E OF PL rull%lSr- 0.3'W �VRN`rt 125.00 OF5' - 0 PbdR N89857'51 "E 124.80 16.20 51.50' 16.08 i U O] �XzZ �0 10.05' 37.24 m i 0 0 �0 f O M Oa Uo ; Zd Own II -Jpy)z PROPOSED 9.99 m 0�w1= GARAGE <E= N15.50' FF18.50 022.0' i-m O UJw 15.50' 2Z,�Li. rn rn PROPOSED in P DRIVE CL rn o� 22.00' �gj1'! �I,,- AI! 1�kj j''la rrOON FND ��'��•�� f AIL &DISK A d LO a- h h^ 30.00' 8 O OW Z- r F0 in c 00 0 �6 16ti�•O QQs 0 JO O 13.06' d d M O mO a Q Li 5 mNO O J oQ 3. 1f ri �O + ^0 O CL 4 16.61 n p CO OT 14.07 S89 7'51+ W 99.80:(C) 14.49+ 0 9O 14.31 �ti 100.00' P 155.00: P y� 154.80 155.00'(P)16� 154.80'(C) +6- 7'51"W 309.60'(M) FL -T�/) 7J�R (�J/_ -P� ( 310.00'(P) l��n{' `w� �V 8tFTOW STREET Ar 50' R- 20' ASPHALT ROAD L �O�/i SIGN c, 9 STORM MANHOL SITE BENCHMARK FND NAIL ELEV= 16.86 NAVD 1988 �t f S%2'"'RVLM DR I VE LAST FIELD DATE: 9-27-19 SCALE: 1 "= 30' ALEXANDER J. PIAZZA PSM, INC. CERTIFIED T0: KENNETH MATTHEW JONES DATE: 9-27-19 Surveying • Mapping • Consulting GOLDWATER BANK, N.S., ISAOA/ATIMA 619 SW Biltmore Street WESTCOR LAND TITLF.���NS�77AQ©®COMPANY DRAWN: RP FIRST INTERNA®®Q�fL�TTE°J p6®®®®� *-LEB#7280 Port St. Lucie. Florida 34983•,,JOB N0.: Phone: (772) 340-7770 - •' se N�18-4002 Fax: (772) 340-2250 A , . ._o �6 ••''•� wo nATr. orv101ANe. / / x7' �o o ru K:\BUILDERS\D1NG20 f \1$ �`02 dw9 9/29/2020 2:09:48 PM