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HomeMy WebLinkAbout2009 - (#6) Exhibit A - Survey MapPROPOSED WELL & PUMP HOUSE FOR IRRIGATION/ ^ v�5� tkSYSTEM WITH SHRUBBERY // ^ PROPOSED ELECTRIC METER BOX fd irc Ib 4644 PROPOSED 35 TALC MAST ARM STYLE FLAGPOLE / / WITH CONCRETE BASE DETAIL / , VlJ Q 5w 1000, 100, PROPOSED F0 +w 50� /F. ELECTRIC�'�c�' METER BOX \ol / / PROPOSED / F, J�O� / ELECTRIC Q / 0� �p / / METER BOX found it / no id AL / \ , _ V M.E.S. / 0 P CERTIFIED T0: 1) CITY OF SEBASTIAN 2) 3) 4) 5) 0� / REP ORT OF SURREY a • TYPE OF SURVEY: SPECIFIC PURPOSE. l R REED & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 MASTELLER, MOLER, 1655 27TH .STREET, SUITE 2, VERO BEACH, FLORIDA 32960 0 / PHONE (772) 564-8050 FAX (772) 794-0647 G • 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 PRT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS SURVEY -.MAP AND/OR REPORT WITHOUT WRITTEN CONSENT OF THE PROHIBITED SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6.003(E) FAC) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 1 FOOT IN 7500 FEET. 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, / POWERPOLES DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL / / / / ✓ MAILBOXES, FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. i • VERTICAL CONTROL ACCURACY.- VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE. TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE 1N MILES. / • DATA ACQUISITION WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE. 02-05-09 / r� ABBREVIATIONS AND SYMBOLS • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: / / / /7.O IRC IRON ROD AND CAP OAK (D SANITARY MANHOLE SIGN A) ASSUMED I / / / LB LICENSED BUSINESS NO. NUMBER - PINEoO DRAINAGE MANHOLE LIGHT POLE B) SOUTH RIGHT OF WAY LINE OF COUNTY ROAD 512 I / / / / P C THE BEARING BEING N 63'15'28" E. I / R/w RIGHT of WAY / / / � CM CONCRETE MONUMENT PALM ® WELL ® MAIL OR PAPERBOX / P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY AND/OR OWNERSHIP { / / / FD. FOUNDSHRUBHYDRANT a SOUTHERN BELL BOX / O.R.B. OFFICIAL RECORD BOOK WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR / / / "" n CABLE Tv Box P.R.M. PERMANENT REFERENCE MONUMENT IMPLIED. / / P.C.P. PERMANENT CONTROL POINT MAPLE / / / DQ WATER VALVE C -Q, POWERPOLE / BM BENCHMARK I& WATER METER • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, / / OR IMPROVEMENTS EXCEPT AS SHOWN. / � F.F. FINISH FLOOR ;� clTRus 5� -� ELECTRIC Box UTILITIES, UNDERGROUND ENCROACHMENTSELEV. ELEVATION c� _ CLEANOUT / E.O.P. EDGE OF PAVEMENT ELM -�- UNDERGOUND UTILITIES SIGN / / / R RADIUS CATCH BASIN THE PARCEL OF LAND SHOWN - HEREON IS LOCATED JN FLOOD ZONE X PER FLOOD INSURANCE / / / , (� 0 DELTA CURB INLET @ MONITORING WELL RATE MAP 12061 COO 79, E, DATED MAY 4TH, 1989. / , / / � L LENGTH MISC. TREE Ruv sv I.D. IDENTIFICATION � SANITARY VALVE • UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. / / / SEC. SECTION REUSE WATER VALVE / G BLOW -OFF ' TWP. TOWNSHIP iRv B TELEPHONE MANHOLE IRRIGATION VALVE `� < RGE.- RANGE • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE// CH. CHORD © PULL BOX YARD DRAIN ® POST WOOD OR STEEL WI TH THE STANDARDS OF THE UNITED STATES. / / /CHB. CHORD / / y !NG GV CONCRETE POWER POLE sv / (C) CALCULATED GAS VALVE � PROPOSED DRAINAGE • THIS MAP IS; INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=20' OR SMALLER. / (M) MEASURED SEPTIC TANK FIRE DEPARTMENT ® SEPTIC TANK CONNECTION TRANSFORMER PAD REUSE METER STOP LIGHT �� BACKFLOW PREVENTER SPRINKLER HEAD TIFF REFERENCE / 5�n3-rn_odf o, CL Lj 2 b : O F= A moo, o �0�� N oz o3oz k lV A ~ ( J q e Q _r .�1 .Q 3; Li0 E-3 ce' Lw �-' Z � U SII A LL Q Lz z o W L p sL0 _ CE J jF- 00 � W �o c, V 2I J tR73 cu n . � o y o •� � m o o N- iY1 j W ~ b4 N v- 10 mN o C) O� •.•.� co N o �a zz x Q Zi m W � O O CL ct LLJ CL (U W LLJ C) ct rn W N Q d - co