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Home My WebLink AboutSURVEYREPORT OF SURVEY: • TYPE OF SURVEY: AS -BUILT • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.M. #7214 • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 02/12/20. • BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. • THE BEARING BASE FOR THIS SURVEY IS N89°58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 20 AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. FD FDEP CM 94-77- N 1089706.0545 NI E 905474.4024 NI LINE Table LINE LENGTH BEARING L1 605.18' S40057'12"W L2 945.85' N17045'45"W L3 1004,86' N17037'54"W L4 971.82' N20032'26"W L5 962.24' N20°59'07"W L6 363.94' S06015128"E L7 973.90, N22042147"W L8 986.72' N22038'15"W L9 999.80' N22029'12"W LID 997.33' N21051'17"W L11 256.84' S07017'01"E L12 990.86' N22014'05"W L13 972.35' N22008'15"W L14 998.49' N22007'52"W L15 988.33' N22-14'09"W L18 213.36' N70-23'47"E CCCL DETAIL NOT TO SCALE MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "AE-7" AND "VE-11" PER FLOOD INSURANCE RATE MAP #12111 C0303 J, DATED FE13RUARY 16TH, 2012. ' THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT 11A1A94-08-BM1Z% ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. • THE MEAN HIGH WATER ELEVATION OF 0,51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WESSITE. • ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • THE CONVERSION FACTOR BETWEEN NAVD 1988 AND NGVD 1929 IS +1.49' THIS WAS DETERMINED USING CORPSCON FOR WINDOWS. VER.6.0.1 THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAVD 1988) FOR THIS SURVEY IS BASED ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE OF FLORIDA AN ATLAS", DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, UNIVERSITY OF FLORIDA. LEGAL DESCRIPTION: BEING ALL OF LOT 20, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. TYPE. -BOUNDARY PROTECT# 17-056 DATE: 07117117 F.B. 250 PG. 55 DRAWN BY: CH.B. CHECKED BY: C.H.B. SCALE. 1:20 SHEET: I OF I 4. 10102118 3. 09/21/1g 2. 02/IS18 1. 02112118 NO. DATE ACCESS, UTILITY, DRAINAGE, LANDSCAPE \ AND WALL EASEMENT N 1085182.6936 7 -1085107. BENCHMARK FD PK NAIL & DISK, LB #6905 (M.L.S.) REVISIONS Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E - PSM - PROFESSIONAL SURVEYOR & MAPPER GUY WIRE LB - LAND SURVEYING BUSINESS -, - WOOD UTILITY POLE C - CENTERLINE ® - TELEPHONE SERVICE R - RADIUS ® - CABLE T.V. BOX L - LENGTH ® - ELECTRIC BOX 0 - DELTA ANGLE - LIGHT POST E/P - EDGE OF PAVEMENT - WELL B/C - BACK OF CURB D - HYDRANT B.M. - BENCHMARK - GATE VALVE POC - POINT OF COMMENCEMENT ►1 - IRRIGATION VALVE POB - POINT OF BEGINNING - WATER METER o - (PCP) PERMANENT CONTROL POINT - SANITARY MANHOLE PCP - PERMANENT CONTROL POINT ® - SANITARY SERVICE O - (FIRM) PERMANENT REFERENCE MONUMENT - SEPTIC TANK FIRM - PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE O - (IP) IRON PIPE ® - CURB INLET IF - IRON PIPE ® - SURFACE INLET 9 IRC)IRON ROD & CAP ® - MITERED END SECTION IRC - IRON ROD &CAP - CONCEPTUAL DRAINAGE O - (CM) CONCRETE MONUMENT v - STREET SIGN CM - CONCRETE MONUMENT 2d5 - PROPOSED GRADE FD - FOUND NAVD - NORTH AMERICAN VERTICAL DATUM (M) - MEASURED 1255 - TYPICAL ELEVATION (D) - DEED A/C - AIR CONDITIONER (C) - CALCULATED CONC. - CONCRETE (OA) - OVERALL F.F.E. - FINISH FLOOR ELEVATION CCR - CERTIFIED CORNER RECORD BSB - BUILDING SETBACK LINE - BEACH DAISIES W/ DIA. F.F. - FINISH FLOOR 3 - SEA GRAPES W/ DIA EL./ELEV. - ELEVATION R/W - RIGHT OF WAY 3' O - SEA OATS W IA. / D M.L.S. - MERIDIAN LAND SURVEYORS AB - AS -BUILT P/K - PARKER-KALON 1e ADD PROPOSED F.FE'S STEMWALL ADDED HOUSE DEP DESCRIPTION 133'i M., GRAPHIC SCALE 2D 40 ( IN FEET ) I inch = 20 ft. STRANGELR FIG W/ DIA. BANYAN TREE W/ DIA. - FICUS W/ DIA. IRON WOOD W/ DIA. - PALM TREE W/ DIA. Certified To: 1) GREGORY PETERS AND JODI PETERS 2) OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 3) DICKENSON LAW, P.A. COASTAL BARRIER RESOURCES SYSTEM (CBRS) LEGEND 10.01-1983 CBRS Area FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON OR AFTER OCTOBER 01, 1983 IN DESIGNATED CBRSAREAS. 11-16-1990 CBRS Area FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 16, 19W IN DESIGNATED CBRS AREAS. Boundaries of the John H. Chafee Coastal Barrier Resources System (CBRS) shown on this FIRM were transferred from the official CBRS source maps) for this area and are depicted on this FIRM for Informational purposes only. The official CBRS maps are enacted by Congress via the Coastal Barrier Resources Act, as amended, and maintained by the U.S. Fish and Wildlife Service (FWS). The official CBRS maps used to determine whether or not an area is located within the CBRS are available for download at htto:llwww.fws.00v. For an official determination of whether or not an area is located within the CBRS, or for any questions regarding the CBRS, please contact the FWS field office for this area at (772) 562.3909. LOT 19 (VACANT) 92 7 .A 2 O N8958'14 E 358.23(M) N89S8'14 E 304.88 (P) v , 135.70' 70.9' A/r PAD \ EL- B. 18' i O\Z C� \ mL O \\ �Z FD Ax45CM x az7' ZERO CONTOUR �- \ (NO TENTIFICATION) DATED 8 \ \ 422, x _ \ s2970•16T 771• 10. B4,' 92.44 53. j4' 10, EQP��o, `'moo. $( ` I \ A. 5T676:55•E 1\54 LBI' ale EDGE OF y L I L L L hl a0 DUNE GRASS N \�24* A 3 STORY - L L L L _� 4" 0� V \, m .�, \ 57Jb41?'E 6.91' \ N SINGLE FAMILY RESIDENCE L L L L Lh AS BUILT DRAIN L L I. \ � \ p \ 6' $, \ i$` cNi, \ \ \ , •,� �$ { , F.F G 7,09' L L 6] \ I I y -� . d `° ♦ a, \?' • L�Ee\ C$. ,\ �i>. :�i. tfl. ST FLOOR FFE=8.40' 0i \\ \ .S\ B 2ND FLOOR F F.E.=19.45' b `e� gP ragJ \\ \ \ \ \ \ o S17773lT /6.54' \ 11m ^°. �a 3RD FLOOR F.F.E.=32,99' ORA/N O R MILE DECK 51874 IE 12.51' 8 AS -BUILT DRAIN AND 11 MEAN H/ON WATER �� POOL EQUIP. ROOM eg a SUN '?R �OaI PLATTED BEACH (UNDERNEATH POOL DECK) "a' ' \ \ \ \ \ ( MEAN HIGH ---.� \� 1� \ LINE A DE 8VAT/�V=0.51' F.FE=6.2e' _I SHE \ WATER LINE. Q14 4 m ui l DATED 02112,118 & \ 192' 1' SPA & O 19 \ t; o o. �1 �., Cp &q6 �` ?A° 4 \ ' V 1 1 \ A \ Si0V9?01r SIB• a Iz \ DRAIN POOL COASTAL ,AS -BUILT o\ STRAND 59.7' s3/72'I31E azer V B.SB o N 24. B24. 4 r .36 �' 91.07' 61.45' LP rAAIK A/C PAD N8914 E 300.OB P ' a.- a24• N895814 E 361.53' M \ 129 01 \ COASTAL CONSTRUCTION LINE AS RECORDED IN PLAT BOOK 28, PAGE 26-261, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. RECORDED SEPTEMBER 15, 1988. LOT 21 \ (VACANT) FO �'1 \ (B 89)RC \ o`� \� Z \\ \ TD COASTAL CONSTRUCTION CONTROL LINE FO \J \ PER PLAT BOOK 19, PAGES 8A-8G, RECORDED DECEMBER 12, 1978. Curve Table CURVE LENGTH RADIUS DELTA I CH. BEARING CH. LENGTH C1 81.99' 17238.75' 001621" N23044'28"W 81.99, C2 3.71' 166.00' 1016'52" S17017'18"E 3.71' C3 8.34' 384.00' 1014'41" N17015'26"W 8.34' AS -BUILT AA DESCRIPTION BY PLAT OF SUR VEY FOR: GREGORY PETERS AND JODI PETERS 8036 S. OCEAN DRIVE SCANNED BY St Lucie County RECEIVED MAR 112020 u Permitting Department �N St. Lucie County THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. MATTHEW CROWLEY P.S.M. 117214 No5 M�16 REPORT OF SURVEY: " TYPE OF SURVEY: AS -BUILT • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.M. #7214 • THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 02/12120. " BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. • THE BEARING BASE FOR THIS SURVEY IS N89058'14"E ALONG THE NORTH PROPERTY LINE OF LOT 20 AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN, • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. FD FDEP CM 94-77- N 1089706.0545 N/ E 905474.4024 N! LINE Table LINE LENGTH BEARING L1 605,18' S40e57'12"W L2 945.85' N17045'45"W L3 1004.86' N17e37'54"W L4 971.82' N20032'26"W L5 962.24' N20059'07"V11 L6 363.94' S06015128"E L7 973.90, N22042'47"W L8 986.72, N22e38'15"W L9 999.80' N22029'12"W L10 997.33' N21051'17"W L11 256.84' S0701T01"E L12 990.86' N22014'05"W L13 972.35' N22e08'15"W L14 998.49' N22e07'52"W L15 988.33' N22e1, T9"W L16 213.36' N70.23-47 E CCCL DETAIL NOT TO SCALE MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET �k y THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "AE-7" AND "VE-11" PER FLOOD INSURANCE RATE MAP #12111 C0303 J, DATED FEBRUARY 16TH, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988, THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A94-08-13M12", ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. • THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. • THE MEAN HIGH WATER ELEVATION OF 0,51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. THE CONVERSION FACTOR BETWEEN NAVD 1988 AND NGVD 1929 IS +1.49' THIS WAS DETERMINED USING CORPSCON FOR WINDOWS. VER.6.0.1 • THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAVD 1988) FOR THIS SURVEY IS BASED ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE OF FLORIDA AN ATLAS", DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, UNIVERSITY OF FLORIDA. LEGAL DESCRIPTION: BEING ALL OF LOT 20, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. h 44 Legend & Abbreviations: (symbols not scaleable for size) 9 •,. - PROFESSIONAL LAND SURVEYOR GRAPHIC SCALE PSM - PROFESSIONAL SURVEYOR & MAPPER E- - GUY WIRE .*, LB - LAND SURVEYING BUSINESS - WOOD UTILITY POLE 20 0 10 20 40 a0 & - CENTERLINE ® - TELEPHONE SERVICE - R - RADIUS ® - CABLE T.V. BOX L - LENGTH ® - ELECTRIC BOX & - DELTA ANGLE LIGHT POST ( IN FEET )' E P - EDGE OF PAVEMENT - WELL 1 inch = 20 ft. B/C - BACK OF CURB - HYDRANT ^ B.M. - BENCHMARK - GATE VALVE POC - POINT OF COMMENCEMENT - IRRIGATION VALVE - STRANGELR FIG W/ DIA. N O r t h POB - POINT OF BEGINNING ® - WATER METER 0 - (PCP) PERMANENT CONTROL POINT - SANITARY MANHOLE E T O TRO POINT ® - SANITARY SERVICE PCP 91 - PERMAN N C N L - (PRM) PERMANENT REFERENCE MONUMENT ® - SEPTIC TANK BANYAN TREE W/ DIA. FIRM - PERMANENT REFERENCE MONUMENT ® - DRAINAGE MANHOLE O - (IP) IRON PIPE ® - CURB INLET IP - IRON PIPE - ® SURFACE INLET FICUS W/ DIA. O - (IRC) IRON ROD & CAP - MITERED END SECTION IRC - IRON ROD & CAP - CONCEPTUAL DRAINAGE iD - (CM) CONCRETE MONUMENT v - 235 - STREET SIGN PROPOSED GRADE IRON WOOD W/ DIA. CM - CONCRETE MONUMENT FD - FOUND NAVD - NORTH AMERICAN VERTICAL DATUM (M) - MEASURED y,235 - TYPICAL ELEVATION - ,PALM TREE W/ DIA. (D) - DEED A/C - AIR CONDITIONER _' C - CALCULATED ULATED CONC. - CONCRETE (OA) - OVERALL F.F.E. - FINISH FLOOR ELEVATION CCR - CERTIFIED CORNER RECORD BSB - BUILDING SETBACK LINE ( - BEACH DAISIES W/ DIA. F.F. - FINISH FLOOR Certified To: - SEA GRAPES W/ DIA EL./ELEV. - ELEVATION 1) GREGORY PETERS AND JODI PETERS 3 O - SEA OATS W DIA. / R/W - RIGHT OF WAY 2 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ) M.L.S. - MERIDIAN LAND SURVEYORS - AB - AS -BUILT 3) DICKENSON LAW, P.A. P/K - PARKER-KALON z � \ o w N LOT 19 (VACANT) \ \ �� \ T �� O � `M ACCESS, UTILITY, ' /V� O C\ DRAINAGE, LANDSCAPE 89 �i� j X/, Z G O ` AND WALL EASEMENT ) 33 Is 0,1 �� ^y N.-1085182.6936 ` / /, \ / /'� p I < a E.-907698.7873 ��' //� \ m_ m /� ; FD x45CM x zza 7�,� CONTOUR vny< N` (NO\DENTIFICATION) S 02 12 18 N8958'14 E 358.23'p) A/C PAD ` \ szr x yti N8958'14 E 304.88(P) �' e•la' \ - 3 79� z7P V 2 . 6' 42.05' w s,9 v 6 y 135.70 v \ 10.84\ 10 mo J PDOL EGYP. o `'Om. ` o \ \ 1 \ \ \ \ \ \ \ 0.5i 5267635� 77.84' e,• O�� , 7a s' -L- , I .. _- �� c_ 9..18' V' EDGE OF %' � 1 r-�� o ors LI_L ee° DUNE GRASS N\az4' c^ . '� <c< v * - L L L L I I_ I A s2aro4 aaT 6.91' O 1,7 � s �� , b 3STORY �� \ �� m� Q+ @ S 2 O 'N SINGLE FAMILY RESIDENCE - _ 2 ' > >' AS.BUILT L L I - \ 6,. J ,, o. m \ \ s m �� 3 i� v �, ��,� FFG,=709 Q e .N 0 "� ��\ ` ,: 1ST FLOOR F F E 8.40' p� L L g0 LLD - .. \ \ m \ m S1777'JlT 16.54' P �( B 2ND FLOOR F F E 19.45' b �g; /e -o • O �4�a. A 1 v T4 3RD FLOOR- F.F.E=32.99' . L.. L- `�_ L L9 0 W ,. oP - �(\ �J 5.82 `�, �., q P L. T n� L A `Q ' ` q 5d7 \� \ �, O TILE �, ` \ \ 1 \ sfe'44 G177_ I2.SP T 9 '1'i 9 A. Ai A > I IDEDK I I. L. L I �, p < o iAScSUIL DRAIN I_ 0 m y a SAND 1 y� c� i• w 4� 8, \ MEAN HIGH WATER V �y A ob-�sLl�'-I L SUN �° \\ o ABEACH 4. POOL EQUIP. ROOM 0 4q a \ PLATTED r \ LINEELEVA7/ON=0.51' p _ L.e� I ' o' NA W 88 n, ,mom ry (UNDERNEATH POOL DECK) SHELF ` MEAN HIGH --� • CT `/�- ,� m F.F.E=8.28' L. I... L_ I- I - -- ' �� a�,'. f.92' vf' LI SPA g �9 $ \� I WATERLINE, A �zzt' �? �qo,• DATED 02�12�18 �L 10" % U{}Q • p Y 9� `� \ .4 \ N h �\ bo - 'q 9� \q \ l�, \ ,O.\ \ V� \ \ \ \ ` ?\ 1 \ \ \. \ S30TM40G A48' :4 �, ba M\ Pool COASTAL DRAIN 'q\ m ' w AS -BUILT o .STRAND X � � 9 � �y �8.� � � C$ �°a \ -t�Y 50 59.T N q. 1 , A A V i 5347?'43� P2.BY V 24.� \ 91.07' \ , 61.45'22 1 \A5 U 172, \ \ N89 N8935B'14E 361.53B 14 E 300.08 P 4 LP TANK ABC PAD FD 8" IRC ' M \ 10" �3 x (LB 9) \ SEASONAL HIGH W,47ER 5 NAV E85. 8VA770N=2B' DATED 02/12/18 N.-1085107.7097 �n 01 o `` E.-907730.0374 10 12g Z \ \ \ 4 o m m BENCHMARK m \ \ COASTAL CONSTRUCTION CONTROL LINE FD PK NAIL & DISK, \ J- \ PER PLAT BOOK 19, PAGES 8A-8G, r- LB #6905 (M.L.S.) COASTAL CONSTRUCTION LINE AS RECORDED o` @ I EL.=4.75' NAVD IN PLAT BOOK 26, PAGE 26-261, OF THE PUBLIC RECORDED DECEMBER 12, 1978. \ �- RECORDS OF ST. LUCIE COUNTY, FLORIDA. \ \\ \\ p p r RECORDED SEPTEMBER 15, 1988. m m \\ \ m m ' LOT 21 _ \ (VACANT) \ \ Curve Table z CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH ti \ oN C1 81.99' 17238.75' 0°16'21" N23e44'28"W 81.99' 0 C2 3.71' 166.00' 1°1652" S17°1T18"E 3.71' \ cn \ C3 8.34' 384.00' 1°14'41" N17°1526"W 8.34' TYPE: BOUNDARY PROJECT# 17-056 DATE:07117117 F.B.250 PG.55 DRAWN BY: C.H.B. CHECKED BY: CHB. SCALE: 1.20 SHEET: I OF I 4. 1 10102118 3. 09121118 2. 02115118 1. 02112118 NO. DATE REVISIONS ADD PROPOSED ERE.S STEMWALL ADDED HOUSE DEP - DESCRIPTION Wri CHB D.B. D.B. 5. 02120120 BY NO. DATE AS -BUILT NIL DESCRIPTION BY PLAT OF SUR VEYFOR: GREGORY PETERS AND JODI PETERS 8036 S. OCEAN DRIVE THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW, MATTHEW CROWLEY P.S.M. #7214 REPORT OF SURVEY: TYPE OF SURVEY: AS -BUILT " THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 " PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.M. #7214 " THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. " ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. " THE LAST DATE OF FIELD WORK WAS: 02/12/20. BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. " THE BEARING BASE FOR THIS SURVEY IS N89°58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 20 AS SHOWN ON THE PLAT THEREOF. " THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. " NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. " UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. " LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. " UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. FO FDEP CM 94-77- N 1089706.0545 NI E 905474.4024 N/ LINE Table LINE LENGTH BEARING L1 605.18' S4005712"W L2 945.85' N17045'45"W L3 1004.86' N17037'54"W L4 971.82' N20032'26"W L5 962.24' N20059'07W L6 363.94' S06015'28"E L7 973.90' N22042147"W L8 986.72' N22038'15"W L9 999.80' N22029'12"W L10 997.33' N21 °51'17"W L11 256.84' S07017'01"E L12 990.86' N22014'05"W L13 972.35' N22008'15"W L14 998.49' N22007'52"W L15 988.33' N22°14'09"W L16 213.36' 1 N70°23'47"E CCCL DETAIL NOT TO SCALE MERIDIAN _ICI LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ,ZONES "AE-7" AND "VE-11" PER FLOOD INSURANCE RATE MAP #12111 C0303 J, DATED FEBRUARY 16TH, 2012. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A94-08-BM12", ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. " THE COORDINATE VALUES SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. • THE MEAN HIGH WATER ELEVATION OF 0,51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100884 AND TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. • ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • THE CONVERSION FACTOR BETWEEN NAVD 1988 AND NGVD 1929 IS +1.49' THIS WAS DETERMINED USING CORPSCON FOR WINDOWS. VER.6.0.1 • THE SEASONAL HIGH WATER ELEVATION OF 6.77 NGVD 1929 (5.28 NAVD 1988) FOR THIS SURVEY IS BASED ON "CHARACTERISTICS OF SEASONAL HIGH WATER LINE CHANGE ALONG SANDY BEACHES OF THE STATE OF FLORIDA AN ATLAS', DATED JANUARY 2001, BY THE DEPARTMENT OF CIVIL AND COASTAL ENGINEERING, UNIVERSITY OF FLORIDA. LEGAL DESCRIPTION: BEING ALL OF LOT 20, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, i AGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, TYPE: BOUNDARY PROJECT# 17-056 DATE: 07117117 DRAWN BY C.H.B. CHECKED BY.- C.H.B. SCALE: 1:20 F.B.250 PG.55 SHEET. 1 OF I 4, 3. _2. 1. NO. 10102118 09121118 02115118 02112118 DATE Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E- - PSM - PROFESSIONAL SURVEYOR & MAPPER G GUYWIRE LB - LAND SURVEYING BUSINESS r� _ WOOD UTILITY POLE - CENTERLINE ® - TELEPHONE SERVICE R - RADIUS ® - CABLE T.V. BOX �. - LENGTH ® - ELECTRIC BOX �'. - DELTA ANGLE - LIGHT POST E,/P - EDGE: OF PAVEMENT - WELL B+ C - BACK OF CURB B.M. - BENCHMARK DQ - GATRANT E VALVE POC - POINT OF COMMENCEMENT - IRRIGATION VALVE POB - POINT OF BEGINNING ME TER 0 - (PCP) PERMANENT CONTROL POINT Q - SANITARY MANHOLE PCP - PERMANENT CONTROL POINT ® - SANITARY SERVICE O - (FIRM) PERMANENT REFERENCE MONUMENT ® - SEPTIC TANK FIRM - PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE - (IP) IRON PIPE ON - CURB INLET IP - IRON PIPE ® - SURFACE INLET ® - (IRC) IRON ROD & CAP ® - MITERED END SECTION CRC - IRON ROD & CAP - CONCEPTUAL DRAINAGE O - (CM) CONCRETE MONUMENT -o- - STREET SIGN CM - CONCRETE MONUMENT 235 - PROPOSED GRADE FD - FOUND NAVD - NORTH AMERICAN VERTICAL DATUM (M) - MEASURED - TYPICAL ELEVATION (D) - DEED ,235 A/C - AIR CONDITIONER ;C) - CALCULATED CONC. - CONCRETE y0A) - OVERALL F.F.E. - FINISH FLOOR ELEVATION CCR - CERTIFIED CORNER RECORD BSB - BUILDING SETBACK LINE - BEACH DAISIES W/ DIA. F.F. - FINISH FLOOR - SEA GRAPES W/ DIA EL./ELEV. - ELEVATION 3O - SEA OATS W/ DIA. R/W - RIGHT OF WAY M.L.S. - MERIDIAN LAND SURVEYORS AB - AS -BUILT P/K - PARKER-KALON Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C1 81.99' 17238.75' 0016'21" N23044'28"W 81.99, C2 3.71' 166.00' 1016'52" S17°17'18"E 3.71' C3 8.34' 384.00' 1°14'41" N17015'26"W 8.34' GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. STRANGELR FIG W/ DIA. BANYAN TREE W/ DIA. r� u FICUS W/ DIA. IRON WOOD W/ DIA. - PALM TREE W/ DIA. Certified To: 1) GREGORY PETERS AND JODI PETERS 2) OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 3) DICKENSON LAW, P.A. COASTAL BARRIER RESOURCES SYSTEM (CBRS) LEGEND 10-01-1983 CBRS Area FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON OR AFTER OCTOBER 01, 1983 IN DESIGNATED CBRSAREAS. 11-16.1990 CBRS Area FLOOD INSURANCE NOT AVAILABLE FOR STRUCTURES NEWLY BUILT OR SUBSTANTIALLY IMPROVED ON OR AFTER NOVEMBER 16, 1990 IN DESIGNATED CBRS AREAS. Boundaries of the John H. Chafes Coastal Barrier Resources System (CBRS) shown on this FIRM were transferred from the official CBRS source map(s) for this area and are depicted on this FIRM for Informational purposes only. The official CBRS maps are enacted by Congress via the Coastal Barrier Resources Act, as amended, and maintained by the U.S. Fish and Wildlife Service (FWS). The official CBRS maps used to determine whether or not an area is located within the CBRS are available for download at htto:/fwww.fws.cov. For an official determination of whether or not an area is located within the CBRS, or for any questions regarding the CBRS, please contact the FWS fiald nffine fnrfhi..r.. of 19991 CR9_1Gna -n r`o 1 O � O O `N N � Z Cn Cn G CT1 W_ ZERO CONTOUR DATED 02112118 52970'I8T 7.71' 512676$5T 11.84' t'+t S1JV4 SIT 6.91' o $` 51777J7 T 16.54' V N HIGH WATER ELEVA770N=0.51' 88 D 02112118 ILV 40T 54B' 0. $ \ \ 1 � SJ472'43T 21.BT REVISIONS THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF ADD PROPOSED I" ,'Y CAR THE PLAT OF 14IIR VF, Y F(�R FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. -- - STEMWA.LL ADDED HOUSE: DEP DESCRIPTION 5. 02120120 AS -BUILT AA NO. I DATE I DESCRIPTION BY GREGORY PETERS AND JODI PETERS 8036 S. OCLEAN DRIVE MATTHEW CROWLEY P.S.M. #7214