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Home My WebLink AboutSURVEYS (2)• TYPE OF SURVEY: BOUNDARY. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP ANDIOR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PAR77ES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. *HORIZONTAL CONTROL ACCURACY. THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRA77VE CODE) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. *DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 815119 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) ASSUMED B) SOUTH RIGHT—OF—WAY OF S.R. NO. 68 (ORANGE AVENUE EXTENSION) C) THE BEARING BEING S 89-52'02- E • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS —OF —WAY ANDIOR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X*, PER FLOOD INSURANCE RATE MAP 12061CO150J, DATED FEBRUARY 16, 2012. &UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=100' OR SMALLER. 25.06' FORMBOARD LOCATION TOP OF FORMS ELEV.=24.8' X— — - - - - - - - - .,,.TE BENCHMARK SET IRC LB 4644 ELEV.=23.05' — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — ABBREWA71ONS AND SMSOLS LB LICENSED BUSINESS NO. NUMBER 0 OAK (S) SANITARY MANHOLE SIGN RIW RIGHT OF WAY CM 4X4 CONCRETE MONUMENT 0 PINE DRAINAGE MANHOLE LIGHT POLE P.I.I.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FO. FOUND PALM WELL M MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT �C,,r HYDRANT COMMUNICA77ONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB wV 0 CABLE TV BOX BM BENCHMARK MAPLE WATER VALVE F. F. FINISH FLOOR WA TER METER 101 POWER POLE ELEV. R ELEVATION RADIUS CITRUS CLEANOUT -tN� ELECTRIC BOX A DEL TA L LENGTH ELM -U�w- UPLIVES SIGN I.D. IDENTIFICATION CATCH BASIN MONITORING WELL SEC. SECTION CURB INLET TWP. TOWNSHIP MISC. TREE RIJV sV RGE. RANGE >< REUSE WATER VALVE SANITARY VALVE CH. CHORD BLOW —OFF IRV CHB. CHORD BEARING IRRIGATION VALVE TELEPHONE MANHOLE (C) (M) CALCULATED MEASURED EE PULL BOX YARD DRAIN 0 POST WOOD OR STEEL (P) PLAT GV GAS VALVE PROPOSED DRAINAGE Fz-1 CONCRETE POWER POLE (D) DEED IR 112- IRON ROD SEPVC TAW FIRE DEPARTMENT CONNECT70N FE TRANSFORMER PAD IRC 112-IRON ROD AND CAP EX2 SEPTIC TANK /P 314-iRON PIPE -3130 STOP LIGHT BACK FLOW PREVENTER EP EDGE OF PAVEMENT TILE SURFACE REUSE WATER METER SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. AIC NAIL & DISK AIR CONDITIONING PAD E91 PROPOSED ELEVATION CONCRETE SURFACE PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR EXISTING ELEVATION BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR GAL DESCRIPTIO FROM THE NORTHEAST CORNER OF THE WEST 112 OF THE SE 114 OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 38 EAST, RUN WEST ALONG THE EAST -WEST QUARTER LINE A DISTANCE OF 603.75 FEET TO THE POINT OF BEGINNING; THENCE, ON A BACK ANGLE OF 89 DEGREES 20' RUN SOUTHERLY TO THE SOUTH LINE OF SECTION 10; THENCE RUN WEST ALONG THE SOUTH LINE OF SECTION 10 TO THE SOUTHWEST CORNER OF THE SE 114 OF SECTION 10; THENCE NORTHERLY ALONG THE WEST LINE OF THE SE 114 TO THE NORTHWEST CORNER OF THE SE 1A THENCE RUN EAST ALONG THE NORTH LINE OF THE SE 114 TO THE POINT OF BEGINNING. LESS AND EXCEPT THE RIGHT-OF-WAY FOR THE DRAINAGE CANALS OVER THE SOUTH 49 FEET AND FURTHER LESS AND EXCEPT RIGHT-OF-WAY FOR ORANGE AVENUE EXTENSION (S.R. 68). Map of Survey Performed For lWMA-Flo-r-17 z C4;0 rri rr, P x 4.35 00 CQ 24150� 1 CER77FIED TO 1) LAC DOAN L AUG 7 2019 Permitting Department St. Lucie County, FL y st, (n LU a:W tt L Q U LaL -ZC 0 C 00 �4 0 g L 712812016 i "= 100, 1 OF 1 FILE NO. 7097 DRAWNBY JwP APPROVED BY DMT I • TYPE OF SURVEY. BOUNDARY. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP ANDIOR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY. THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5j-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 7500. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. *HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE. 1130119 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS. A) ASSUMED B) SOUTH RIGHT-OF-WAY OF S.R. NO. 68 (ORANGE AVENUE EXTENSION) C) THE BEARING BEING S 89-52-02" E • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY ANDIOR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION Is EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE 'Y' PER FLOOD INSURANCE RATE MAP 12061CO150J, DATED FEBRUARY 16, 2012. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1"=100' OR SMALLER. co w � 0 CIO Cr CN -J LU x �A 34.52' x N 23�2 I/- x n 576 S.F. OPEN SPACE 420 S.F. DRAINFIELD A VAILABLE PROPOSED 1050 GAL MIN. SEP77C TAW 75. 0 0' X 22.7 PROPOSED PARKING Ju -7� — — — — — LA — SITE BENCHMARK SET IRC LB 4644 ELEV.=23.05' — — — — — — — — — — — — — — — — - \-23.37 x LLJ Lu :� cj� 0 LL LU fl: LLI LC 0 Z) Ll� x LB LICENSED BUSINESS NO. NUMBER RIW RIGHT OF WAY CM 4X4 CONCRETE MONUMENT P.U.D.E PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV. ELEVATION R RADIUS A DEL TA L LENGTH I.D. IDEN77FICATION SEC. SECTION TWP. TOWNSHIP RGE. RANGE CH. CHORD CHB. CHORD BEARING (C) CALCULATED (M) MEASURED (P) PLAT (D) DEED IR 112- IRON ROD IRC 112- IRON ROD AND CAP IP 314- IRON PIPE EP EDGE OF PAVEMENT P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. NAIL & DISK A/C AIR CONDITIONING PAD PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR ABBREWA71ONS AND SYAI OAK (S) SANITARY MANHOLE SIGN PINE DRAINAGE MANHOLE 0 LIGHT POLE PALM WELL 2 MAIL OR PAPER BOX rr HYDRANT 16 COMMUNICATICNS BOX SHRUB wV 0 CABLE TV BOX MAPLE WATER VALVE WATER METER 10, POWER POLE CITRUS 'ff CLEANOUT -tn� ELECTRIC BOX ELM E3 CATCH BASIN UTILITIES SIGN MONITORING VFLL M CURB INLET MISC. TREE RUV SV N REUSE WATER VALVE SANITARY VALVE BLOW —OFF IRV N IRRIGATION VALVE TELEPHONE MANHOLE TP 1 PULL BOX YARD DRAIN POST WOOD OR STEEL GV GAS VALVE PROPOSED DRAINAGE M CONCRETE POIVER POLE �PPC TA. FIRE DEPARTMENT CONNECTION [E TRANSFORMER PAD SEPTIC TANK =0 STOP LIGHT BACK FLOW PREVENTER TILE SURFACE REUSE WATER METER SPRINKLER HEAD EflPROPOSED ELEVA77ON CONCRETE SURFACE I 9.9 EXISTING ELEVATION BRICK PAVER SURFACE LEGAL DESCRIPTION FROM THE NORTHEAST CORNER OF THE WEST 112 OF THE SE 114 OF SECTION 10, TOWNSHIP 35 SOUTH, RANGE 38 EAST, RUN WEST ALONG THE EAST —WEST QUARTER LINE A DISTANCE OF 603.75 FEET TO THE POINT OF BEGINNING, THENCE, ON A BACK ANGLE OF 89 DEGREES 20' RUN SOUTHERLY TO THE SOUTH LINE OF SECTION 10; THENCE RUN WESF ALONG THE SOUTH LINE OF SECTION 10 TO THE SOUTHWEST CORNER OF THE SE 114 OF SECTION 10, THENCE NORTHERLY ALONG THE WEST LINE OF THE SE 114 TO THE NORTHWEST CORNER OF THE SE 114; THENCE RUN EAST ALONG THE NORTH LINE OF THE SE 114 TO THE POINT OF BEGINNING. LESS AND EXCEPT THE RIGHT—OF—WAY FOR THE DRAINAGE CANALS OVER THE SOUTH 49 FEET AND FURTHER LESS AND EXCEPT RIGHT—OF—WAY FOR ORANGE AVENUE EXTENSION (S.R. 68). Map of Survey Performed For Lac Doan N 19 Pon r C) C4 rn X 4�35 xt"�,� 00 7�. CER 77FIED TO 1) LAC DOAN Ak� cr, RECEIVED MAY 16 '019 ST� LUCIe COunty, Parmittino FDOH in St. Lucie County Environmental Health Site Plan Approved, for Construction Supersedes All PreviousSite Plaa§ for TDS'#a,V-%446-9 &Well SCANNEi-R BY St. Lucie County COPY 11=01 LZI L' LU ca Q� Q En 0 r. Lw 0 bz 0 C 16w 0— Q) c-, I Hq2 r 712812016 1"--100' 1 OF 1 FILE NO. 7097 DRAWN BY JWP APPROVED BY DMT I