OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE PINE ISLAND ROAD (STATE ROAD NO. 78) C A N A L CONC IRON ROD #2330 FOUND 5/8" BUILDING ASPHALT OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE CRUSHED SHELL TRENCH DRAIN FOUND 5/8" IRON ROD BENCHMARK: FOUND 5/8" IRON ROD 9.87' OFF-SET ABANDON POWER POLE FOUND 5/8" IRON ROD 15.10' OFF-SET FOUND NAIL AND DISK 1.69' NW WM RETAINING WALL 4' ASPHALT PAVEMENT 66.00' RIGHT -OF-WAY RIGHT -OF-WAY PINE ISLAND FILL SUBDIVISION (P.B. 8 PG. 86) CONC. 6' WOOD FENCE CONC. CONC WALK N.39°58'08"E. 142.00' 100.00' N.39°58'08"E. 142.00' S.49°55'54"E. 100.00' 2.02 1.63 1.66 2.05 2.1 2.1 2.30 2.00 2.19 2.45 2.31 2.27 2.31 2.26 2.20 2.24 2.29 2.37 2.42 2.52 3.53 3.81 4.01 3.52 3.29 3.96 3.63 3.78 3.33 3.48 3.82 3.33 3.32 3.42 3.34 3.41 3.69 3.87 2.7 2.2 2.1 2.2 2.5 2.8 3.2 3.0 2.6 3.4 2.5 2.2 2.8 2.9 2.1 2.4 2.7 2.3 2.1 1.8 1.7 1.4 0.9 1.5 1.9 2.0 2.1 2.50 1.82 2.2 1.8 1 : 6 : 7.40' 8.17' FOUND 1" IRON PIPE GRATE INLET T.E. = 3.33' GRATE INLET GRATE ELEV.= 1.98' GRATE INLET T.E.=3.32' SANITARY MANHOLE T.E. = 3.73' GRATE INLET T.E. = 3.64' ASPHALT 12.00' 100.00 ' CORNER NOT SET FALLS IN WATER CORNER NOT SET FALLS IN WATER 46.00' 6( TEMPORARY CONSTRUCTION FENCE 66' RIGHT OF WAY ONE STORY 12.00' 4' 4' 46.00' ELEV.=2.59' BENCHMARK: ELEV.=2.57' LOT LINE (TYP.) LOT LINE (TYP.) 50.00' 50.00' 38.00' 1.92 1.95 1.86 2.17 1.87 1.81 1.72 1.93 2.9 2.5 1.8 2.3 -0.5 -1.1 -0.6 -1.6 -1.7 -1.5 -2.3 -2.1 2.5 2.8 3.0 2.6 3.3 2.0 2.3 2.8 AREA =0.33 ACRES (BEARING BASIS) S.49°54'48"E. LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 BLOCK 2 6( 17106A 06/18/2017 LEE COUNTY MAH AMR © COPYRIGHT MORRIS DEPEW ASSOCIATES, INC. 2018 ALL RIGHTS RESERVED ONOFRIO AND ANGELA DEMATTIA A PARCEL OF LAND IN SEC. 24 THE SHOPS OF MATLACHE TWP. 44S., R.22E., LEE COUNTY, FLORIDA 1 OF 1 0 SCALE 1"=20' 20 10 20 EXISTING CONDITIONS SURVEY PREPARED BY: MARK A. HATFIELD, P.S.M. DATE PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERTIFICATE NO. 4155 CLIENT: PROJECT: DATE REVISIONS LOCATION: CONSULTANT: SHEET TITLE: DATE: JURISDICTION: DRAWING BY: PROJECT MANAGER: SHEET NUMBER: JOB/FILE NUMBER: I:\17106A - Matlacha Shops\Plans\17106 - Matlache Shops USE.dwg 10/17/2018 PREPARED BY: Fort Myers 2914 Cleveland Avenue Fort Myers, Florida 33901 (239) 337-3993 Fax: (239) 337-3994 Toll free: 866-337-7341 Tallahassee 113 South Monroe Street 1st Floor Tallahassee, Florida 32301 Toll free: 866-337-7341 Destin 495 Grand Boulevard Suite 206 Miramar Beach, FL 32550 Toll free: 866-337-7341 ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330 DEPEW MORRIS OHU OHU = GUY WIRE = CATCH BASIN = ELECTRIC METER BOX = OVERHEAD UTILITY LINE = CENTERLINE = CONCRETE E = ASPHALT PAVEMENT C/O = CLEAN-OUT = EASEMENT ABBREVIATIONS CB CATCH BASIN C/L CENTERLINE C/O SANITARY CLEAN OUT CONC. CONCRETE EB ELECTRICAL BOX ELEV. ELEVATION (NAV88) FCIR FOUND CAPPED IRON ROD FCMD FOUND CONCRETE MONUMENT FH FIRE HYDRANT LB LICENSED BUSINESS LP LIGHT POLE MB MAIL BOX SSMH SANITARY SEWER MANHOLE N/L NOT LEGIBLE O.R. OFFICIAL RECORD P.B. PLAT BOOK R/W RIGHT OF WAY SN&D SET PK NAIL & DISK SQ. FT. SQUARE FEET TR TELEPHONE RISER UP UTILITY POLE WM WATER METER WV WATER VALVE LEGEND = PROJECT BOUNDARY LINE = LOT LINE = R/W LINE = EXISTING FENCE = PARCEL LINE SURVEY NOTES: SURVEY BASED ON DESCRIPTION PROVIDED BY THE CLIENT. COORDINATES SHOWN HEREON ARE BASED ON STATE PLANE, FLORIDA WEST ZONE NAD 83, AND ARE BASED ON FDOT PERMANENT REFERENCE MONUMENT SITE NAME -FT. MYERS. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). 25,(17$7,21 ,6 %$6(' 21 7+( 6287+(5/< 5,*+72):$< /,1( 2) 3,1( ,6/$1' 52$' 67 5' $6 %($5,1* 1( THE LOCATION OR EXISTENCE OF ANY UNDERGROUND OR NONVISIBLE UTILITIES OR FOUNDATIONS HAVE NOT BEEN INVESTIGATED. THIS PARCEL LIES IN FLOOD ZONE "AE" WITH A BASE FLOOD ELEVATION OF 7'. THIS INFORMATION WAS TAKEN FROM FLOOD INSURANCE RATE MAP 12071C0420 F, WITH AN EFFECTIVE DATE OF 08-28-2008. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STATE OF FLORIDA'S STANDARDS OF PRACTICE FOR SURVEYING, RULE 5J-17 F.A.C. IS COMMERCIAL. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE FOR THIS SURVEY WAS FOUND TO EXCEED THIS REQUIREMENT. THIS SURVEY WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY. LAST DATE OF FIELD WORK PERFORMED ON 06/22/18, IN FIELD BOOK 132 PAGE 20. SURVEY WAS PREPARED WITHOUT BENEFIT OF TITLE SEARCH. WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER, THIS SURVEY IS NOT VALID. LEGAL DESCRIPTION: THE EAST 38 FEET OF LOT 4, LOTS 5 AND 6 AND THE SOUTHWESTERLY 4 FEET OF LOT 7, BLOCK 2, PINE ISLAND FILL SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 8, PAGE 86, PUBLIC RECORDS OF LEE COUNTY, FLORIDA. BFA BACKFLOW ASSEMBLY SCIR SET CAPPED IRON ROD "LB6891" WS WATER SERVICE = DIRT DRIVE RCP REINFORCED CONCRETE PIPE INV INVERT CMP CORRUGATED METAL PIPE VICINITY MAP (NOT TO SCALE) SITE