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HomeMy WebLinkAboutSite PlanLEGEND & ABBREVIATIONS NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES ORB OFFICIAL RECORDS BOOK P PLAT DATA PB PLAT BOOK PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT-OF-WAY TYP TYPICAL © WATER METER & AND a AT DELTA UTILITY POLE FIRE HYDRANT R-65 Z NO MONUMENT FOUND CD O ` TRACT Q, C000 A -E AE^6 N� \ FND NAIL & DISK FLOOD ZO��0� FL00 ZONE C&T LB # 4286 < O -\ -�z n\�\vo cP� asp cG 9� FLORIDA STATE PLANE COOR '��J i � \� NAD $%90 US SURVEY FEET (TYP) 2 n A N 1111886.568 ,6 OA E 896031.463 N 1111067.771 ;r- FND %" IR, NO ID / FND IR &5C 61 0 C&T LB # 4286 0. / WESTERLY MOST \ / LOT 62 DUNE GRASS -� C / VACANT O / 12 \ E 740189.771 GjA FND 5/8 IRC <� LB # 4286 65 �� �� FND # 54 LB 2IRC 86 N 1111031.365 �N LOT 63 E 740321.931 \off VACANT 5,9 6.0' 1 \ h0 \426 r N5/8 IRC B1D#10988753x 5,7 a� 1, X-D0 I FND CROSS IN NA ® DROP INLET BENCHMARK ELEV. =N 4.50 NAVD 1988 DATUM GRATE ELEV = 4 50 A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE CCCL COASTAL CONSTRUCTION CONTROL LINE C/L CENTERLINE CONC CONCRETE CM CONCRETE MONUMENT DEG OR DEGREE ELEV ELEVATION FFE FINISH FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM INV. N. = 2.02 �-dL INV. S. = 2.00 , l ti i K r- I .59 C 5,52 5, IN 6 1- .09 e5,43 E 740206.342 (c31,36 0 0 G J 1� 1 6.0' 1B6 lyp Y y AG 0 c� o% m 0 yoo cn co a46 4wp4°��G 9� gStp 00 cs 1� 8 - 1G 12� GPg 10 � 3B 36 2; CUR 2 n �%- �0 0 �NAIN __2' CF 2 � [ INVE D CRO C� - s�6,2N 4.98 Cp tp \ FLORIDA STATE PLANE COOR\ NAD $%0 US SURVEY FEET (TYP) N 1111820.346 E 896323 I M ss SEWER MANHOLE 14 BACKFLOW PREVENTER IV IRRIGATION VALVE CLEAN OUT �S FIRE HYDRANT m ►v i 0 SITE PLAN LOCATED IN ST. LUCIE COUNTY, FLORIDA \ SEASONAL HIGH WATERLINE \ LOCATED ON 9/25/2020 \I NAVD OF 1988 AT ELEV 5.3' 5.3 8.8 K8,65\ \ T 9.0 �1115 \ 5.3 11.79 _�- EASTERLY MOST x DUNE GRASS \ 10 ' x 5,90 I 11.6 05a O1- -/ 15,4 FDEP CM # S-765 \ s �a$ QO CJ moo_ �: 12.13 6, A 5. 13.27 0 % 0 x .30 9,25 t MEAN HIGH WATER LINE 0.0 LOCATED ON 9/25/2020 NAVD OF 1988 AT ELEV 0.5' 1 Z,A 0, 0.0 0 CONTOUR LINE O MEAN HIGH WATER LINE \ NAVD OLOCATEF 988 ON AT/ELO20 EV 0.5' �� /53 12,03 x 87 6yog�'36W� � �OA88 7,61x 10,9 8' ` \ \ SEASONAL HIGH WATER LINE c� \ 6.9 LOCATED ON 9/25/2020 I5,3 NAVD OF 1988 AT ELEV 5.3' \/ EASTERLY MOST \ I / DUNE GRASS 10.3 \ \ 12,6 \ .5\ \ VE..S WESTERLY GRASS 0 OD ZONE o Ga 1 \ \`24 7, x 5.6 LOT 65 \ �T ' - 1 VACANT / TRACT A �\ N \o< SOD ZONE AT, \ ss ��� \ 486, T o-� LOT 66 �z G - Q a OCCUPIED \ 8.12 FLEX SPACE 8.1' N 1111208.06 f� fn\ 1 ` AOER - N 1111156.06 GARAGE FFE 6.8' E 896557.53 6,6 E 896441.94 FND %" IRC 6T �\ FND %" IRC LB # 4286 C G, \ LB # 4286 T \ LOT 67 Q \ OCCUPIED R-66 FLEX SPACE g GARAGE FFE 7.1' NO MONOMENj FOUND IS R / 69 6 \ \ FLORIDA STATE PLANE COOK 6� NAD 8%0 US SURVEY FEET (TYP) FOUND NAIL 6, DISK N 1111037.460 LB k 4286 E 896635.454 BENCHMARK ELEVATION = 4.81 FND %" IR, LB # 4286 NAVD 1988 DATUM 5, .. Q p,3• x 12,45 0 O 0 CLOSURE REPORT SEPTEMBER 20 2020 Northing Easting Bearing Distance 1111317.890 896507.816 S 65031'35" W 142.046 1111259.045 896378.532 N 24028'23" W 1421.290 1112552.642 895789.744 N 34048'24" W 264.048 1112769.447 895639.023 S 25034'16" E 978.734 1111886.580 896061.475 S 41 °49'00" W 155.449 1111770.727 895957.830 S 22039'58" E 4691.904 1107441.197 897765.904 N 20005'24" W 3766.642 1110978.655 896472.081 N 06000'47" E 340.986 1111317.766 896507.801 N 06040'20" E 0.126 1111317.890 896507.816 Closure Error Distance> 0.126 ERROR BEARING N 06040'20" E Total Distance> 11761.223 1 IN 107,133,747,130.2 Polyline Area: 545050 sq ft, 13 acres LOCATION MAP NOT TO SCALE NOT TO SCALE 7 \® AIA C -\9, H ' r ORANDE AVENUE 0 Z EDWARD RD. 9Z a q�EE n2 wnnE an ROAD $ 8 SITE PRIMA MWA RLVA RECEIVED DEC 08H?O STREET ADDRESS Sr. Lucie County, Permitting 5000 WATERSONG WAY, FORT PIERCE, FL 34949 LEGAL DESCRIPTION LOT 64, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF WATERSONG WAY HAVING A BEARING OF S24°28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-6" AND "VE-8" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 K, EFFECTIVE DATE FEBRUARY 19, 2020. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) IS (+1.49'). 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 12. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 19, 2020. 13. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. V 0 Z � rn w M W W > 0- rn n V V � o fn E1) ZC c Inw w Z WO 4adVo W w O Z WO IL LL W > LU 0 W ZW" LLa � rn CO) Li. m N p LL LA 00 V ♦ z w = o coo --I = > ti J to in0 04 OLJ p Y Z00 LL Go W o. 0 z O (y/ Qa z a J o_ LLI ~• zo A q LJ Fa ly U 0 o W (U I If) R CU cu a 0wz �0 w a 0 V 0 Z J D22 _ IL =o~ � > w Z §<� m C� w0p a0z Wwa U zNW� Z U Z oOzZ z O U Q zo } °� -W z Z W Uj> m � F W N O- N U < f_ 91 F0r N?ig Za' L V O z° Q. LLQLL2 jZ q w S) < LL LL =w°°� Q a NOz° W U C G w °� a aU4l °o Z o w O xxw awa> U z pwwm 0 J n w1=12 Q O pti32 II" v SKI° W ¢z 2a Q 0> z O w U w � c S zoo rj «40 DRAWN BY; CA CHECKED BY: CA DATE: 12/05/2020 HORIZONTAL SCALE: 1"=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL -04 CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LIC SE N�497711 P ED" SHEET 1 OF 1 PROJECT NO,20-536