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HomeMy WebLinkAboutBCG Finn Survey Plot Plan_R2_snbELEC.203 F 204 12.26'12.76'12.53'11.95'11.86'N 00°10'33" W 388.00'S 89°59'45" E 359.10' N 5 9 ° 1 8 ' 3 8 " W 2 4 1 . 6 5 'N 30°41'22" E30.00'N 89°59'45" W 367.49' S 00°18'04" E 30.00'N 00°10'33" W 246.60'N 89°50'37" E 765.00'N 00°19'54" W 209.83'N 89°56'50" W 741.12' S 89°56'50" E 1321.65' TREES TO BE REMOVED SEE LIST S 59°17'55" E 233.42' S 89°59'32" E 360.44' S 89°56'50" E 367.18' N 5 9 ° 3 5 ' 4 2 " W 2 4 3 . 0 8 'N 30°42'05" E30.48'70' RIGHT OF WAYCENTERLINE(ALSO KNOWN AS HAWLEY ROAD)R =5 0 0 .0 0 ' Δ =3 1 °0 0 '0 0 " L =2 7 0 .5 3 ' 35.0' D R A I N A G E C A N A L D R A I N A G E C A N A L NORTH 388' OF THE SOUTH 634.6' OF THE S.E. 1/4 OF THE S.E. 1/4, LYING WEST OF CANAL RIGHT OF WAY, OF SECTION 5 - T36S - R40E WETLAND TREES TO BE REMOVED SEE LIST HEAVILY WOODED TREES TO REMAIN 96" X 40' CULVERT PERMITTED/INSTALLED FOUND IRON ROD NO I.D. 0.5' SOUTH S 89°56'50" E 80.07' S 00°12'51" E 30.34' FOUND I.R.C. "LB 7805" WITH CONCRETE COLLAR FOUND I.R.C. "LB 7805" WITH CONCRETE COLLAR FOUND I.R.C. "LB 7805" WITH CONCRETE COLLAR FOUND I.R.C. "LB 7805" WITH CONCRETE COLLAR 1.7' W. FOUND I.R.C. "LB 7805" WITH CONCRETE COLLAR FOUND IRON ROD, NO I.D. FOUND IRON ROD NO I.D. CCR #070845 FOUND MAG NAIL AND DISC "GCY LB 4108" IN WESTERLY CURB OF MEDIAN FOUND I.R.C. "LB 7805" UNDER WIRE FENCE & CALCULATED S.W. CORNER OF LOT 122 (P.B. 1, PG. 23) FOUND ROUND CONCRETE MONUMENT (SUBMERGED) 0.4' E, 1.4' S. CALCULATED S.E. CORNER OF PROPOSED PLAT OF RAVINIA FALLS 0.4' W, 1.4' S. OF CALCULATED CORNER FOUND IRON ROD, NO I.D. WITH CONCRETE COLLAR 0.1' W. 0.4' N. FOUND IRON ROD, NO I.D. FOUND 4"X4" CONCRETE MONUMENT WITH SCREW IN THE TOP, NO I.D. FOUND 4"X4" CONCRETE MONUMENT "P.R.M. L.B. 7264" 0.6' W., 2.0' N. OF CALCULATED CORNER FOUND 1/2" IRON ROD, NO I.D. 0.7' N.W., ONLINE FOUND 1/2" IRON ROD, NO I.D. FOUND 5/8" I.R.C. "L.B. 7056" 0.6' N.W., ONLINE FOUND 1/2" IRON ROD, NO I.D. SET 5/8" I.R.C. "B.C.G. L.B.8030" SEE NOTE #10 REGARDING APPARENT DEED DESCRIPTION OVERLAP FOUND NAIL AND DISC IN ASPHALT CUTOUT STAMPLED "P.C.P. LS2789" FOUND NAIL AND DISC IN ASPHALT CUTOUT STAMPLED "P.C.P. LS2789" CALCULATED CENTERLINE P.I. (NOT FOUND) POINT OF BEGINNING (PARCEL 2) FOUND 4"X4" CONCRETE MONUMENT WITH SCREW IN THE TOP, NO I.D. (LEANING) APPROX. 2.6' W, 4.0' N. NW SCEPTER DRIVE PARCEL ID: 3405-443-0005-000-8 5371 S. 25TH STREET FT. PIERCE, FL 34981 (VACANT/WOODED)S. 25TH STREETPARCEL ID: 3403-502-0211-000-9 5391 S. 25TH STREET FT. PIERCE, FL 34981 (OCCUPIED/SINGLE-FAMILY RESIDENTIAL) PARCEL ID: 3403-502-0211-200-1 DRIVEWAY FOR #5391 PARCEL ID: 3405-443-0002-000-7 PARCEL ID: 3403-502-0211-100-0 LAKE PARCEL N. S . L . R . W . C . D . C A N A L # 1 0 3 ( N O W S T . L U C I E C O U N T Y C A N A L ) 90' R I G H T O F W A Y , B E I N G A P O R T I O N O F P A R C E L 5 , P E R 2 0 0 6 U N R E C O R D E D D E E D , W I T H R E F E R E N C E T O D E E D B O O K 1 6 7 , P A G E 5 3 1 ( N O T P R O V I D E D ) PARCEL ID: 3405-443-0001-000-0 (VACANT/WOODED) PROPOSED DRIVEWAY LOT 122, WHITE CITY SUBDIVISION PLAT BOOK 1, PAGE 23 PROPOSED PLAT OF RAVINIA, BY PERIMETER SURVEYING & MAPPING PARCEL ID: 3403-502-0200-000-9 CHRISTENSEN ROAD FT. PIERCE, FL 34981 (VACANT/WOODED) LOT 121, WHITE CITY SUBDIVISION PLAT BOOK 1, PAGE 23 LOT 110, WHITE CITY SUBDIVISION PLAT BOOK 1, PAGE 23 TRACT G-13, FIRST REPLAT IN PORT ST. LUCIE SECTION FORTY-EIGHT PLAT BOOK 26, PAGE 23, 23A-23L NW RELIEF COURT PARCEL ID: 3405-441-0004-000-5 2870 GREGORY LANE FT. PIERCE, FL 34981 (OCCUPIED/SINGLE-FAMILY RESIDENTIAL) PARCEL ID: 3405-441-0005-000-2 2600 GREGORY LANE FT. PIERCE, FL 34981 (OCCUPIED/SINGLE-FAMILY RESIDENTIAL) PARCEL ID: 3405-441-0003-000-8 2640 GREGORY LANE FT. PIERCE, FL 34981 BLOCK 3256, FIRST REPLAT IN PORT ST. LUCIE SECTION FORTY-EIGHT PLAT BOOK 26, PAGE 23, 23A-23L PARCEL ID: 3405-441-0002-020-7 5345 S. 25TH STREET FT. PIERCE, FL 34981 (OCCUPIED/ SINGLE-FAMILY RESIDENTIAL) S 59°18'38" E 233.42' TREES TO REMAIN SEE LIST SEPTIC DRAIN FIELD FOUND I.R.C. "LB 7805" WITH CONCRETE COLLAR 9.3' E. 0.4' S. B E A R I N G R E F E R E N C E S 5 9 ° 3 5 ' 4 2 " E 7 6 7 . 8 4 ' SITE BM #1 SET 5/8" I.R.C. LB 8030 EL = 13.80' SITE BM #2 SET 5/8" I.R.C. LB 8030 EL = 12.31'88.0104.2152.1 146.7138.312.00'12.32'11.79'11.42'11.99'12.04'1 1 . 9 6 ' 1 1 . 8 8 '12.79'12.33'14.01'13.52'14.17'13.92'11.41'11.04'11.55'12.14'13.04'13.86'14.59' 19 . 2 3 ' 14. 6 5 ' 17.97'13.46'13.87'11.82'12.18'12.96'14.00' 13.6 1'12.05'TBM SET HUB EL = 12.38' PROPOSED STRUCTURE TBM SET HUB EL = 14.32'11.81'18.0'67.3 '25.3'22.0 '6.7'4.0'15.3'16.7 '3.5'2.0' 2.0'3.5'41.3 '17.0'16.3'0.7' 9.3'12.3'6.7'9.3'33.3'10.0 '22.0'www.bowmanconsulting.com© Bowman Consulting Group, Ltd.PROJECT NO301 S.E. Ocean Blvd., Suite 301Stuart, FL 34994Phone: (772) 283-1413Fax: (772) 220-7881PROFESSIONAL SURVEYORS AND MAPPERS, CERTIFICATE NO. LB. 8030BOARD OF PROFESSIONAL ENGINEERS, CERTIFICATE OF AUTHORIZATION NO. 30462Bowman Consulting Group, Ltd., Inc.LEGEND BOUNDARY SURVEY ST. LUCIE COUNTY, FLORIDA LYING IN SECTION 5, TOWNSHIP 36 SOUTH, RANGE 40 EAST I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE BOUNDARY SURVEY SHOWN HEREON WAS PREPARED IN ACCORDANCE WITH THE "STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. STEVEN BRICKLEY, P.S.M. DATE OF LAST FIELDWORK FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION No. 6841 BOWMAN CONSULTING GROUP, LTD., INC. FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER 8030 (LB 8030 = LICENSED BUSINESS NUMBER 8030)1 OCTOBER 27, 2021 THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1" = 100' 1PARCEL ID'S3405-443-0005-000-8 &3405-443-0002-000-7BOUNDARY SURVEYST. LUCIE COUNTY FLORIDASURVEYOR'S CERTIFICATION: SURVEYOR'S NOTES: 1.THIS IS A BOUNDARY SURVEY PREPARED IN ACCORDANCE WITH THE "STANDARDS OF PRACTICE" FOR SURVEYING AND MAPPING IN THE STATE OF FLORIDA AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17.05, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. PROPOSED IMPROVEMENTS, TREE AND WETLAND INFORMATION SHOWN HEREON WAS PROVIDED BY OTHERS. 2.THE COORDINATES, BEARINGS AND DISTANCES SHOWN HEREON ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83 / 2011 ADJUSTMENT) AND WERE ESTABLISHED BY R.T.K.-G.P.S. USING NETWORK CORRECTIONS AND VERIFIED BY MULTIPLE MEASUREMENTS ON PROJECT CONTROL POINTS. THE BASIS OF BEARING REFERS TO A BEARING OF SOUTH 59°35'42" EAST ALONG THE SOUTH RIGHT OF WAY LINE OF CANAL NO. 103. 3.THE ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (N.A.V.D. 88) AND ARE BASED UPON THE FOLLOWING ST. LUCIE COUNTY BENCHMARK: "STL 4" ELEVATION = 18.044' (N.A.V.D. 88) (5.50 METERS N.A.V.D. 88 PUBLISHED) 4.THIS SURVEY WAS PERFORMED UTILIZING R.T.K.-G.P.S. PROCEDURES AND TRADITIONAL SURVEY PROCEDURES WITH MULTIPLE MEASUREMENTS ON PROJECT CONTROL POINTS, AND HAS A HORIZONTAL POSITIONAL TOLERANCE OF LESS THAN 0.20 FEET. 5.SUBSURFACE OR UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED AND ARE NOT A PART OF THIS SURVEY. 6.ALL DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF. 7.THE 2018 IMAGERY SHOWN HEREON WAS ACQUIRED FROM LABINS.ORG AND IS FOR INFORMATIONAL PURPOSES ONLY. 8.ADDITIONS OR DELETIONS TO THIS SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9.THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OR ELECTRONIC SIGNATURE OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 10.THE CALCULATED S.W. CORNER OF NORTHERLY ADJOINER DEED (O.R.B. 2825, PG. 1363) FALLS 1.8' SOUTH OF N.W. CORNER OF SUBJECT PROPERTY. THIS APPARENT OVERLAP IS RELATED TO THE DESCRIPTION COMING FROM NORTH LINE OF THE 1/4-1/4 SECTION WHEREAS THE SUBJECT PARCEL LEGAL DESCRIPTION IS AN OFFSET OF THE SOUTH LINE OF THE 1/4-1/4 SECTION. NO TITLE SEARCH INFORMATION WAS PROVIDED TO DETERMINE SENIOR RIGHTS OF DEED DESCRIPTIONS. 11.THE LANDS SHOWN HEREON ARE IN ZONE "X" (AREA OF MINIMAL FLOOD HAZARD), PER FLOOD INSURANCE RATE MAP PANEL 12111CO276K, EFFECTIVE 2/19/2020. Feet 0 20 40 PROJECT LOCATION TYP.= TYPICAL = GLOBAL POSITIONING SYSTEMG.P.S. EL.= ELEVATION x18.52 = EXISTING ELEVATION = NORTH AMERICAN VERTICAL DATUM N.A.V.D. R.T.K.= REAL TIME KINEMATIC WV = WATER VALVE = LIGHT POLE X = CHAIN LINK FENCE = WOOD RAIL FENCE = STORM MANHOLE = SIGN = PALM TREE WITH DIAMETER = BOLLARD = CONTOUR ELEVATION10 = SITE CONTROL POINT = PINE TREE WITH DIAMETER = WELL STORM = OAK TREE WITH DIAMETER4 4 4 = YARD DRAIN = PARKING SPACES8 = POINT IDENTIFICATIONPID MIDWAY ROAD S. 25TH STREETCHRISTENSEN ROADSCEPTER DRIVE LEGAL DESCRIPTION: OFFICIAL RECORDS BOOK 4161, PAGE 173 PARCEL 1 THE NORTH 388 FEET OF THE SOUTH 634.6 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 LYING WEST OF CANAL RIGHT OF WAY OF SECTION 5, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH THE FOLLOWING LANDS: PARCEL 2 BEGIN AT THE SOUTHEAST CORNER OF THE NORTH 388 FEET OF THE SOUTH 634.6 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 5, TOWNSHIP 36 SOUTH, RANGE 40 EAST AND RUN ALONG THE SOUTH BOUNDARY LINE OF SAID LANDS, SOUTH 89°59'45" WEST A DISTANCE OF 367.49 FEET TO THE EASTERLY RIGHT-OF-WAY OF SAID CANAL; THENCE RUN ALONG SAID EASTERLY CANAL RIGHT-OF-WAY, NORTH 59°18'38" WEST A DISTANCE OF 241.65 FEET; THENCE RUN NORTH 30°41'22" EAST, A DISTANCE OF 30 FEET, THENCE RUN SOUTH 59°18'38" EAST, PARALLEL TO THE EASTERLY RIGHT-OF-WAY OF SAID CANAL A DISTANCE OF 233.42 FEET; THENCE RUN NORTH 89°59'45" EAST PARALLEL TO THE SOUTH BOUNDARY LINE OF THE ABOVE DESCRIBED LANDS A DISTANCE OF 359.10 FEET TO THE WEST RIGHT-OF-WAY LINE OF HAWLEY ROAD, THENCE RUN ALONG THE WEST RIGHT-OF-WAY OF HAWLEY ROAD, SOUTH 00°18'04" EAST A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT ANY PORTION OF THE ABOVE DESCRIBED PROPERTIES WHICH LIE WITHIN THE CANAL RIGHT OF WAY. 7 5 ' B U F F E R PROPOSED RESIDENCE MINIMUM F.F.E. = 16.65' (NAVD 88) DETAIL "A"