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HomeMy WebLinkAbout2008 - (#43) Map of Surveyi City e e U1 e LI1 `a H� �t 1—, nF- A Pnp TI nNI nF / / / / / /Nb k Performed - INV=19.64 12" CMP / r�,O / / \ 9 0 a INV=17.92 ABBREVIATIONS AND SYMBOLS LB LICENSED BUSINESS NO. NUMBER OAK IS SANIT/ R/W RIGHT OF WAY PINE 0 DRAIN, CM 4X4 CONCRETE MONUMENT P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT WELL FD. FOUND AN PALM O.R.B. OFFICIAL RECORD BOOK HYDR/ P.R.M. PERMANENT REFERENCE MONUMENT SHRUB yY° P.C.P. PERMANENT CONTROL POINT wv WA BM BENCHMARK MAPLE F.F. FINISH FLOOR WATEF ELEV. ELEVATION CITRUS R RADIUS CLEAN L DEL TA ELM ® CATCt L LENGTH I.D. IDENTIFICATION ® CURB SEC. SECTION MISC. TREE RUV TWP. TOWNSHIP X REUSE RGE. RANGE CYPRESS IRV CH. CHORD IRRIG/ CHB. CHORD BEARING (�' BLOW -OFF YARD (C) CALCULATED �T (M) MEASURED © PULL BOX PROP( FIRE I (D) DEED cv GAS VALVE A CONN! IR 112" IRON ROD STOP IRC 112" IRON ROD AND CAP SEPTrc ® SEPTIC TANK REUSE IP 314" IRON PIPE EP EDGE OF PAVEMENT P.R.D. PLANNED RESIDENTIAL DEVELOPMENT ® TILE S 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 REPORT OF SURVEY • TYPE OF SURVEY: TOPOGRAPHIC. • MASTELLER, MOILER, REED & 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 SE FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/ REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WR CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6.003(E) FAC) IS SUBURBA MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 F( 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOME FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAIL POWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE AC( 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 ME TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET • DATA ACQUISITION WAS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 5102108 • THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) ASSUMED B) THE SURVEY CONTROL LINE, BETWEEN TWO SET NAILS AS DEPICTED ON THIS SURVEY. C) THE BEARING IS S37'12'42"W • THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL OF 1929. THE ESTABLISHED BENCHMARKS FOR THIS SURVEY ARE LABELED "CONTROL POINT" AS DEPICTED 1 ON THIS SURVEY THE ORIGINATING BENCHMARK IS THE TOP OF A NAIL AND DISK AT THE INTERSECTION OF BARBER STREET AND WIMBROW DRIVE FROM PROJECT NUMBER 6195SITE1 DATED 12104107. ELEVATION=20.67 • 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, I UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. • UNLESS A COMPARISON IS SHOWN, PLAT VALU -S & MEASURED VALUES ARE THE SAME. I • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. 1 • THE HORIZONTAL VALUES SHOWN HEREON REFER TO THE STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NAD 83 (NGS ADJUSTMENT OF 1990). , 1 • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 "=50' OR SMALLER. • THIS IS NOT A BOUNDARY SURVEY. THE RIGHT-OF-WAY LINES AND LOT LINES, AS SHOWN, ARE APPROXIMATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. MASTELLER, MOLER, REED & TAYLOR, INC, ASSUME NO RESPONSIBILITY FOR THEIR ACCURACY. 1 CERTIFIED TO CITY OF SEBASTIAN, FLORIDA I I I TIFF REFERENCE ' 5394-04 50 0 25 \ CATCH BASIN \ \ TOP=21.43 INV=20.27 \ \ WIER ELEV=20.9 CATCH' BASIN kv/ i TOPPP20./ O i MER/ ELE1 19./��( / ,SA, + �> \ Y� \I m ET/ // / �+'� 11 II II� I I I I 11 I l�p N � s I I I h I k°c+ / / / / y 1 I ' \I II L�1• 11 ���I III i +/ +° CONTROL POINT \ N N 6 / SET ti` o+ eti ELEVATION-26.69 tirF N 1260573.7843 E 819661.9378 I 0 hk / \ C NC E ✓ti aLu 1/ /1 CAqTCH BASIN V INY=21� TOp=22.83 0 1 I II a IN20.7a ELEV*=22.2 / SURVEY CONTROL LINE �6 h1 A `ti \ \ 6 I - I I • ,� cp e 12' CMP 0� N INV=16.26 95\ — _ SEAWALL 12" ADS CONCRETE ti9 n ,y{NV�6 SIDEWA4K GUARDRAIL _ D yk`L 9 �s + pS ASPH _- s/ `tik o- r r I / r I / ® 0 I / 7 I � ' I / 1 I 0 I ' I 1 I II I I I .55.00' 35.00' I I ' I I i SEBASTIAN HIGHLANDS ' UNIT 2 I / g9' / CONTROL POINT 1 I 1 +'r / kti + �9� SET NAIL 1 1 j +� 6+ e �+� V59841.73044 e 6 I I ati E 819286.173 ti56 ry11 �o� 10k 0 REST i e ry ti 1\ Lti / ti I ROOM rn I 0+ PLAYGROUND �l + /+�� i ��k ti -� p \ ti� - �� a '�•I w.1 i k I WAL PMv ATH KING — h fy ¢ I o 0I� d l pe ti° do ti` yti `� 1 I tti 1 \\ -71a� — —(20)_ ti° p INv- m \ \ ` 6 +a' ��°19.92 I h° 41@ oP DIRT ARKING ti 1 1 C� Big U;ro GRAPHIC SCALE `�=' — — '—. EOGEOFW•_,_ ��-----0� 8J \\_ 1� _ 19.77 III 50 100 200 e ( IN FEET ) 1 inch = 50 ft. COLLIER CREEK 18" ADS INV=17.44 �N I BRIDGE I I I 1 I I I I 1 1 I I I I 1 1 1 I 1 I I 1 I 1 1 I I I i 1 Z o �� oLr) W Cr �- Lij:� C) z J i0 Ct W i7 U .II V7 Q Q � C) w z �l �N rl� 0 1� • N' L0 0 �I�I�I�fNI�-Izl