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FOUND FPL FLORIDA POWER & LIGHT IR IRON ROD NO. NUMBER O.R.B. OFFICIAL RECORDS BOOK P.L.S. PROFESSIONAL LAND SURVEYOR R/W RIGHT OF WAY S.F. SQUARE FEET TOB TOP OF BANK —WL— PROPOSED WATER LINE —SAN— PROPOSED SANITARY LINE LEGAL DESCR/PT/ON THE EAST 1/2 OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NE 1 /4, LESS THE EAST 33 FEET, AND LESS THE NORTH 15 FEET FOR ROAD RIGHT-OF-WAY, AND LESS THE SOUTH 130 FEET OF THE WEST 330 FEET OF THE EAST 1023 FEET, OF THE NORTH 1/2 OF THE NORTH 1/2 OF THE NORTHEAST 1 /4 OF SECTION 16, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. PARCEL ID: 3416-113-0000-000/3 SURVEYORS NOTES BEARINGS AS SHOWN HEREON ARE BASED ON STATE PLANE COORDINATES, NORTH AMERICAN DATUM OF 1983 (N.A.D. 83), FLORIDA EAST ZONE, REFERENCE A BEARING OF N89°57'23"E ALONG THE NORTH LINE OF SECTION 16,TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. 2. ELEVATIONS AS SHOWN HEREON REFERENCE THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), REFERENCE NATIONAL GEODETIC SURVEY (NGS) BENCHMARK "Y 403", ELEVATION = 13.45 FEET. ELEVATIONS AS SHOWN HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0.10 FEET. 3. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR UNLESS DIGITALLY SIGNED. 4. THIS PROPERTY IS LOCATED IN FEDERAL FLOOD ZONE X, REFERENCE FEMA MAP COMMUNITY NO. 120285, PANEL 0277, SUFFIX K, EFFECTIVE DATE FEBRUARY 19, 2020. NO SEARCH FOR MAP MODIFICATIONS HAS BEEN DONE BY THIS SURVEYOR. 5. THIS IS NOT A BOUNDARY SURVEY. 6. THE PROPERTY, EASEMENT AND RIGHT OF WAY LINES AS SHOWN HEREON REFERENCE A SURVEY PERFORMED BY LBFH, INC., REFERENCE JOB NO. 01-0172, DATED OF 04/04/07. 7. THERE ARE ADDITIONAL IMPROVEMENTS ON THIS PROPERTY NOT LOCATED BY THIS SURVEY. 8. THE PURPOSE OF THIS SURVEY IS TO LOCATE AND IDENTIFY THE FORMBOARDS FOR THE PROPOSED BUILDING ON THE SITE. 5flRkf-rOR S CERT/F/CATE I HEREBY CERTIFY THAT THE "RECORD SURVEY" AS SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND CHARGE ON MARCH 18, 2021 AND SAID "RECORD SURVEY" IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. IT IS FURTHER CERTIFIED THAT THIS "RECORD SURVEY" COMPLIES WITH THE STANDARDS OF PRACTICE FOR "RECORD SURVEY" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. o.l►rlaaraar,�aa BETSY LINDSAY INC. +, �,•e.��, ,�'�,;.`,;(, y SURVEYING AND MAPPING -------------------------- ELIZABETH A LI AY, P.L.S. NOT VALID WITHOUT THE-11bN�RE;" FLORIDA RE R TION NO. 4724 AND ORIGINAL RAISED SE�j' *t F�'A,, FLORIDA LICENSED SURVEYOR AND MAPPER UNLESS DIGITALLY SIGNED ~' z o 0 X a IL M � M w j 0, Z ^ A z N (n ^z > a °�m z w�° w�) a°W N U U J DATE REVISIONS DATE 03 ,118,12021 SCALE AS S1106Y/V FIELD BK. FP 18 DRAWN BY C.1R CHECKED BY E.A.Z. Ld af Q LJ p >— LJ of >U OL LL— > o -F Llj Z c p QD DO W O m CD � LJ LLI Q Cn LL. C cn SHEET NO. 1 OF 3 SHEETS PROJECT NO. 20-45 00 �Ljp� a- CD a �Q cr Q V) \ r O O m CENTERLINE OF SAEGER AVENUE (SURVEY BY OTHERS) � - 40' 15' N89°57'23" E 1 EDGE OF PAVEMENT 470.28' (SURVEY BY OTHERS) SAEGER AVE FND. 5/8" IR & CAP----" ' "LB 959" UNPLATTED LANDS SECTION 16, TOWNSHIP S., 10' RANGE 40 E. 100' EX. 60'x100' CD BUILDING N TEMPORARY BENCHMARK FFE=11.08' 00 N.W. CORNER OF N PROPOSED CONCRETE GARAGE FORM 10' FPL TRANSFORMER PAD ELEVATION=9.65' o° EASEMENT EXISTING WELL Q_ _ / o \ ?89.41\ 145.74' � I N o '292.68 TOP PORCH i O0 � POND POR FORM OF z 2' 2' �/ FORM 114.15' UNPLATTED 81 230.71 ' 146.80' LANDS E. LINE OF THE N. E. \ �\ 1/4 OF SECTION 16 I \ / FND. 5/8" IR o 0 180.00, (NO ID) o 0.10' E. o UNPLATTED � LANDS PROPERTY) S89°55'06"W CORNER NOT 291.76' FOUND I FND. 5/8" IR CAP "PSM 791" 0.12' N. FND. 5/8" IR & CAP 113 959' 0.21' S. o � N \CC cli C (REFERENCE BEARING) N8c3 7'23"E -PROPOSED f375' WATER LINE o M ALONG WEST EDGE "' N. LINE OF OF PROPOSED 10' ; z FPL EASEMENT11 SECTION 16 30' ACCESS, EGRESS, DRAINAGE, IRRIGATION & UTILITY EASEMENT O.R.B. 2225, PAGE 766 Oct00 m 104.87' FND. 5/8" IR (NO ID) 0.09' N., 0.21' E. S. LINE OF THE N. 1/2 OF THE N. 1 /2 OF THE N.E. 1 /4 OF SECTION 16 UNPLATTED LANDS TEMPORARY BENCHMARK SET %" IR ELEVATION=10.93' CENTERLINE OF SAEGER AVENUE 50 0 50 100 SCALE: 1" = 100' �J ~' z o Q+ P, X UJ U- N / 11 M U-) SO j co, Z ^ A z N (n ^ Z a° M In z .. wrl w�co W a � w 7 N U Q' Y ^ J Q W m co co DATE REVISIONS DATE 03 ,118,12021 SCALE 1 FIELD BK. FP 18 DRAWN BY OR CHECKED BY E.A.L. w af Q w_ p wQ:f >—w �0 WF-- of >U Ow �O w� Lj Z C p Z Q:f QOf D DO w m wv O� L w 0 Cam ALL ocn r SHEET NO. 'z OF 3 SHEETS PROJECT NO. 20-45 1.0' ------------- 0.3' 1.0' 1.0' 1.016.7' 0.3' 3' , 0.3' cn FORMBOARD DETAIL o> 0.3 1.0' 0.3' 0.3' 1.1' O0 11.6' 0.3' 11.6' 0.3' 11.5' SCALE 1 " = 10' w o CA TOP OF PORCH FORM 1.1' 0.3' 17.5' �, z c� o m 18.3' 37.9' \-x 28.2' os FIELD LOCATED TOP OF F d'o POINT WITH TOP OF FORM N � ELEVATION (TYPICAL) J �QCA ,ems I� L- o TOP OF GARAGE FORM o - N 2.7 11.0' 6' 7.3' W O C, %�� OF MAIN BUILDING FORM 2.7' "� cs7 _ s � Oo o 2.0' cn CD 7.3' 3.5'- 7.8' 0 7.3' 8.7' 0 cn 2.0' 0.4' � os � _ O 0o I � z'j _ N 0.3' W �O. 3' 8.1' J �� �L9 PC � N 0.3' 6 9 0.3' 15.0' o ----TOP OF PORCH FORM v o .3' �� 0.3' 0.3' 0.3' o `�' d'o �0 9.7' 9.5' 9.6' , 0.3 0.3, `s' .3' 1.2' 1.1 1.0' 9.1' 9.0 � 0.3' 9.1 > �1.0' 0 1.1' 1.1' 1.0'17 - L ~' z o Q+ a oQ j lL N / LL M ul SO j co, Z ^ A z N ^z w a z W w�co a° 7 N WU Ei U N J < c W m 3 DATE REVISIONS DATE O.3/1Cg/2021 SCALE 1 = 10 FIELD BK. FP 18 DRAWN BY �..,R. CHECKED BY E.A.L. w af Q W p �0 w~ of >U OL �O LL-� Llj Z C/-) Q �> Q:f QD DO Of L m W O CLi DLJ � w 0 Cam ALL O cn SHEET NO. '3 OF 3 SHEETS PROJECT NO. 20 -45