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Home My WebLink Aboutbuilding planABBREVIATIONS AND SYMBOLS A/C AIR CONDITIONING PAD (S) SANITARY MANHOLE q BASELINE BM BENCHMARK 0 DRAINAGE MANHOLE (C) CALCULATED CH. CHORD O WELL CHB. CHORD BEARING CL CENTERLINE �Cr HYDRANT CM 4"X4" CONCRETE MONUMENT CMP CORRUGATED METAL PIPE wVCON WATER VALVE C CONCRETE (D) DEED WATER METER OR D DELTA D.E. DRAINAGE EASEMENT CLEANOUT ELEV. ELEVATION EP OR EOP EDGE OF PAVEMENT ® CATCH BASIN F.A.C. FLORIDA ADMINISTRATIVE CODE FOOT FLORIDA DEPARTMENT OF TRANSPORTATION ® CURB INLET F.F. FINISH FLOOR RUV DQ REUSE WATER VALVE FND. FOUND F.D.E.P. FLORIDA DEPARTMENT OF IRV Da IRRIGATION VALVE ENVIRONMENTAL PROTECTION F.O. FIBER OPTIC ® YARD DRAIN GR. GRADE ID IDENTIFICATION PROPOSED DRAINAGE INV IRC INVERT Yi' IRON ROD AND CAP FIRE DEPARTMENT CONNECTION IP Y2" IRON PIPE IR 5/a" IRON ROD pp" REUSE WATER METER LB LICENSED BUSINESS (M) MEASURED BLOW -OFF MES MITERED END SECTION N&D OR N.D. NAIL & DISK P PULL BOX NGS NATIONAL GEODETIC SURVEY NO. NUMBER GV GAS VALVE O.R.B. OFFICIAL RECORD BOOK P.C.P. PERMANENT CONTROL POINT STD STOP SIGN (P) PLAT CR COUNTY ROAD WFO TRAFFIC SIGN PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR P.B. PLAT BOOK a TELEPHONE PAD P.I. POINT OF INTERSECTION P.R.D. PLANNED RESIDENTIAL DEVELOPMENT SEPT SEPTIC TANK P.R.M. PERMANENT REFERENCE MONUMENT P.S.M. PROFESSIONAL SURVEYOR & MAPPER P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT OAK R RADIUS RGE. RANGE PINE R.L.S. REGISTERED LAND SURVEYOR RCP REINFORCED CONCRETE PIPE R/W RIGHT OF WAY PALM SBT SOUTHEN BELL TELEPHONE SEC. A.K.A. A.T.T. SECTION SHRUB STA. S.P.C. STATION STATE PLANE COORDINATE MAPLE OFF. OFFSET TWP. TOWNSHIP CITRUS U.E. UTILITY EASEMENT CBS CONCRETE BLOCK STUCCO CYPRUS OE OVERHEAD ELECTRIC N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM N.A.V.D. NORTH AMERICAN VERTICAL DATUM L LEFT MISC. TREE R RIGHT CR COUNTY ROAD VLE VERO LAKE ESTATES s STREET SIGN 0 YARD LIGHT ® MAIL OR PAPER BOX f COMMUNICATIONS BOX C CABLE TV BOX �a' POWER POLE � ELECTRIC BOX -U-W- UTILITIES SIGN ® MONITORING WELL sV SANITARY VALVE (1) TELEPHONE MANHOLE 0 POST WOOD OR STEEL 10 CONCRETE POWER POLE TRANSFORMER PAD BACK FLOW PREVENTER e SPRINKLER HEAD �47 BENCHMARK 19, 50' GUY WIRE STREET LIGHT V STOP LIGHT (E) ELECTRIC MANHOLE ° P DRAIN CLEAN OUT IN TRAFFIC SIGNAL BOX - WL WATERLINE - • - _ - OVERHEAD WIRES CHAIN LINK FENCE WOOD FENCE iYY Y 1 TREE LINE rrv-(v�^rwv,. HEDGE 9.9' PROPOSED ELEVATION EXISTING ELEVATION Xc99 REPORT of SURVEY • TYPE OF SURVEY. BOUNDARY AND TOPOGRAPHIC. • 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 AND/OR 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 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, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. 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 IN MILES. • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. • DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 01127117 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS. A) ASSUMED B) WEST RIGHT-OF-WAY BOWLING GREEN DRIVE C) THE BEARING BEING N 00'14'57" E • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR 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 12061CO070J, DATED DECEMBER 4TH, 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. • MASTELLER, MOLER AND TAYLOR, INC. ACCEPTS NO RESPONSIBILITY OR LIABILITY FOR THE CONFORMANCE OF SAID PLACEMENT WITH RELATION TO THE LOCAL GOVERNMENTAL REGULATIONS. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=20' OR SMALLER. I I LOT 6 LOT 11 BLOCK 11 BLOCK 11 20.63 � 20.76 2os2 D IP NO NO ID 4�Xts.s I 0.08' NORTH • FD. 112' IP j9 X 19.5 9.85' EAST N89 42 47 W 130.00 NO I Map of Survey 10' PUBLIC UIILI o w Tzo.1 DRAINAGE EASEMENT SHED » o O p X 21.5 � 1 28.00' I I Performed For I X2 X20.4 X201 o o I I I n � John Galbraith LOT 5 51.44' BLOCK 111 20.58 20. 72 T 20.58 SINGLE FAMILY RESIDENCE LOT 12 i3 5301 BOWLING GREEN DRIVE z BLOCK 11 F.F. ELEV.=22.5' o 20.45 14.00 q2 p9 rye. I ��1j �.'I Z4.o = CON ERETE'' ,. ro °PATIR N titi1 r, ` ORljb O 32.00' O FD. 1/2' IP 21.6 32.24' 0.53 f j4q PAD iv O 20.54 120.72 20.45 NO ID C;EIEV.=21.7' X I -�ti 9.74' EAST �'o X 21.0 FD. 1/2' IPs NO ID Od O I I I O 2 W X 21.5 31.57' 30.74' ILLI n i ISITE BENCHMARK ONE SET MAG NAIL Cr I ELEVATION = 20.62' 20.59 20.75 20. 60 LOT 4 I o Z LOT 13 0 `` BLOCK 11 X 21.2 I LL BLOCK 11 FORMBOARD LOCATION a Z I v TOP OF FORMS X 21.4 o I I R ELEV.=22.4' a /9.3X 0.9 $ a I WI a zo.1 X I IW 68.04' 30.78' I 20.62 X 21.2 X27.1 X20.5 tl 2o.6s z°.7a 10' PUBLIC UTILITY AND M DRAINAGE EASEMENT N O . B 19a O �203a � �9 IN FENCE FD. IR ryo. N89 42470W 130.00' SET IRc ,9? 86 4a'47"w .00' I , NO ID LB 4644 N 1 P20.0 X 20.60 �( 20.77 20.57 o II I 1 LEGAL DESCRIPTION LOT 3 LOT 14Ljj I I I BLOCK 11 I BLOCK 11 I LOTS 12 AND 13, BLOCK 11, LAKEWOOD PARK UNIT NO. 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGES 56, 56A-56C OF THE PUBLIC Q RECORDS OF ST. LUCIE COUNTY, FLORIDA. wl� � � Q o CID Cn LOT BLOCK21 LOT 15 I 34.95' 35.00' CERTIFIED TO I BLOCK 11 --I JOHN GALBRAITH N I I N 3 I Ir 0 BENCHMARK NOTE: THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. THE PRIMARY BENCHMARK UTILIZED FOR THIS SURVEY IS SLC C-167, ELEVATION 21.00'. SITE BENCHMARK IS AS SHOWN. LOT 16 BLOCK 11 LAKESIDE WA Y 70' R/w FD. NAIL NO ID Re- ME 1 2016 Pu '!i St. Lucie MIN, SETBACK REQ, FRONT ZS' SIDES 1 5 CNR SIDES w I REAR S TECH.�{ TEC.. �,Yn '-