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HomeMy WebLinkAboutBOUNDARY SURVEYBY DATE FIELD MWH 3/30/17 _CALCS. RCL 3/29/17 DRAWN .MWH 4/21/17 CHECKED RCL 4/21/17 FILE REF, FIELD BK/PG 6.2855 16-242/73 & oP5 OA 1n�/ IZ'I,I V V E LOT 4 s SCALE 1 "=20' LOT 2 z w I J zI 3 I\ I I i o� I 0 - I FENCE 11E Q z :2. „ (0.6''NORTH, FENCE TIE mlN W - S88'56 44 W FND IRC 2391 0.5' EA T - S89`50 46 W (0.5' NORTH, xm N 0.3' WEST) U ¢ a 130.37' 355.00' z w Z I mzo FND PRM 2391--/ _ - _ - ,FND IRC. l o I _; (0.1' NORTH) I EXISTING s w-,- coNC N00°13 04 W 2391. '0 z 11 of Q 'imn •imn _. - DRIVE EXISTING 30.00 a w w a N I 30' I.E.E. DR DRIVE 30' I.E.E. LJ 20.0' - � coo: 53.3' � � z I Q - - - - W N89'50'46"E J cq FND PRM 2391 - 225.00' w (0.3' NORTH, _ l 10.0' EXISTING CONC WALK 0.1' WEST) aI I`EXISTING C FORMBOARDS DRIVE TOP OF FORMS V1 r �r C EL=99.77 I I I CC®NC VERED 28.7. 41.T -- �X 34.1' to I EXISTING I 5.9' (` SEPTIC - EXISTING SYSTEM CONC I I EXISTING PARCEL 1 DRIVE LLJI I n RESIDENCE [/ m FFE=99.43 I- _ M o 20.0' 43.4' LOT 1 O WALL CONC COVERED PAVERS cn dam- --- LOT 3 PROJECT BENCHMARK EXISTING '� O PARCEL 2 TOP OF EXISTING I POOL a Z - N SEPTIC PIPE EL=97.69 w 0 ' 28.8' 43, 2' w SCREENED PAVER DECK PAVER WALK I I z J I V) - WEST 130' - I I EAST 388' FND PRM 2391 20.0' I (0.2' NORTH, r SHED 0.1' WEST) 104.3' Lmi }- CALCULATED w 258.00' I POSITION I z -�-ao 0 0 0 0 0 0 0 0 0 0 0 o I� FENCE TIE 2.6' N89°50 46"E FENCE TIE z SET IRC LB 7056 SOUTH LINE OF THE SOUTH 1 X J (1.1' SOUTH) 280,. 9' FND IR (NO ID) (1.6' SOUTH) OF THE SOUTH 1/2 OF THE NE 1/4 (0.9' NORTH, OF THE SE 1/4 OF SECTION 9-36-40 \ DESCRIPTION 0.1' EAST) UTILITY NOTE PARCEL 1: LEGEND PROPE TY IS SERVICED BY CITY WATER. o =CURVE CENTRAL ANGLE THE SOUTH 145 FEET OF THE WEST 130 FEET OF THE EAST.388 FEET OF THE OS = PROPOSED SEPTIC TANK SOUTH 1/2 OF THE SOUTH 1/2 OF THE NORTHEAST 1/4 OF THE SOUTHEAST. - NOTES L SURVEY FIRE HYDRANT CURVE LENGTH R = CURVE RADIUS ® = EXISTING WELL _ - 1/4 OF SECTION 9, TOWNSHIP 36 SOUTH,. RANGE 40 EAST, LYING IN ST. LUCIE (C) = CALCULATED �„ COUNTY, FLORIDA: = 1. THIS SURVEY IS NOT VALID WITHOUT A SIGNATURE AND ORIGINAL EMBOSSED SEAL OF A FLORIDA (P) = PLAT pQ = GAS VALVE PROFE SIGNAL LAND SURVEYOR. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS 2. DES RIPTION PROVIDED BY CLIENT AND/OR THEIR AGENT. (D) = DEED I.E.E = INGRESS/EGRESS EASEMENT BENEFITTING THE AFORESAID PROPERTY, OVER THAT PORTION OF LOT 3, , .B. ORB = OFFICIAL RECORD BOOK CBS = CONCRETE BLOCK STRUCTURE 3. THE LAST DATE OF FIELD WORK WAS DECEMBER 112017 (F17-248/20). POB = POINT OF BEGINNING O = SET IRC LB 7056 BOOK 34; PAGE CHARLE24, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA, WAY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT 4. UNDERGROUND IMPROVEMENTS AND FOUNDATIONS WERE NOT LOCA-ED AS PART OF THIS SURVEY. . SECTION Poc =POINT of COMMENCEMENT. =CATCH BASIN RINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST QUARTER OF IR = # IRON ROD = CABLE TELEVISION BOX . LYING EASTERLY OF THE NORTHERLY EXTENSION OF THE WESTERLY BOUNDARY S. BEA 24, BEARING S894141E, AS MONUMENTED. ALL BEARINGS ARE RELATIVE THERETO. LINE OF AFORESAID PARCEL. ''" 6. ALL BOUNDARY INFORMATION SHOWN IS CALCULATED PER PLAT UNLESS OTHERWISE SHOWN. SO FT = SQUARE FEET * = LAMP POST 7._ LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, SETBACKS, RESERVATIONS AND IRC = # 5 IRON ROD & CAP El= WATER METER PARCEL 2: RIGHT- F-WAYS APPEARING IN THE PUBLIC RECORDS. FPL = FLORIDA POWER AND LIGHT O = AT&T PEDESTAL LOT 3, CHARLES WAY, ACCORDING TO 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR FFE = FINISH FLOOR ELEVATION FO, = CONCRETE POWER POLE THE PLAT THEREOF AS RECORDED IN PARTIE � IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. PRM = PERMANENT REFERENCE MONUMENT = WOOD POWER POLE PLAT BOOK 34, PAGE 24, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 9. PROPERTY LIES IN FLOOD ZONE "X" PER MAP 12111CO277 J, DATED 2-16-12. P.L.S. =PROFESSIONAL LAND SURVEYOR (- = GUY WIRE 10. ALL ELEVATIONS SHOWN ARE BASED ON AN ASSUMED DATUM. LB = LICENSED BUSINESS CONC = CONCRETE ' SAID LAND CONTAINS 1.20 ACRES, MORE OR LESS. P.B. = PLAT BOOK -o- = 4' ALUMINUM RAIL FENCE IP = 1/2" IRON PIPE -x- = 4' WOOD RAIL FENCE NO =.NAIL AND DISK -°- = 4'%5'.CHAIN LINK FENCE CERTIFIED TO: R/W = RIGHT-OF-WAY OHU = OVERHEAD UTILITY I' ' PHLP TATAROWICZ © PG = PAGE =SANITARY CLEAN OUT DELILA MCKENNA 0-0 = BACKFLOW PREVENTOR ALUM = ALUMINUM 1 WELL PUMP ©= FPL TRANSFORMER PAD PERMIT # 1706-0495 4;h7 RICHARD C. LAVENTU DATE FLORIDA PROFESSIONAL LAND SURVEYOR # 5209 B UNDARY SURVEY - I -REVISIQNS- BY DATE REVISE BALCONY DIMENSION REMOVE PROPOSED SEPTIC SYSTEM; ADD PROPOSED FFE FORMBOARD TIE-IN SURVEY _ _._... ... ..... _ _ ._ ..... - - - MWH MWH MWH .................. 6/8/17 7/6/17 12/12/17 PHILM PREPARED FOR TATAROWICZ & DELILA MCKENNA LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING CIVIL ENGINEERING COORDINATION 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 LB 7056 (772) 398-6430 PHONE (772) 398-6426 FAX DATE: 6-13-17 SCALE: 1 "=20' JOB No. 16.2855 SHEET 1 OF 1 u