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HomeMy WebLinkAboutFinal Survey - ClarkBOUNDARY & TOPOGRAPHIC SURVEY z_ 0 TOWNSHIP 35 SOUTH RANGE 39 EAST eco <Z 0- e LOCATED IN SECTION 78, S SECSECTIONA'A d 7 i CORNER 5 a n Q Q. O as. o' a .00 FND ,• IP STREET ADDRESS ,s t7 NO ID s d� � N = 4 I 1545 PULITZER ROAD, FORT PIERCE, FL 34945 W O u n. ° w LL GRANGE AVENUE \ y. W f- L z R rc O 7 W z O W N o w € n W m L a o N SITE is = m N owo J. MIRANDA w � ° m >n 2� J u g a TE I PULITZER ROAD coV♦ Q Z (, co 2318-111-0002-000-7 ( 6E $ �T Z LLJ =w EECH� .ry2 WHITE CITY ROAD im Q O V C7 0 tp FND 4X4" CM N Q to > It N BENCHMARK NO IDI O W Z a ~ ELEV = 23.29' I 4' FARM FENCE 4' FARM FENCE t',`� Rti �i AIA LL Y FND RAIL ROAD SPIKE 2' 1.7' OVER LINE 2 2 O IN CUT OUT OF 2 FND 5/8" IRC 0.45' OVER LINE NORTH LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/e" IRC L. 0 LL W X Z C/L SHINN ROAD 1 WI # 4971 BASE BEARING LB # 7903 II I 0 :'✓ 1243.54'm x WITNESS CORNER2� BENCHMARK Ij� 3' y PRIMA VISTA Bow. 1 p„ C Z - - - - - - 25' E OF CM q, -4L S 89°36'04" E 1272.06' 2'v ELEV = 23.72' 2146. 0' 4 .0 ' dpd` v = 1318.06' S 89036'04" E FND 5/8" IRc _ -L _ 1. _ - - - - - - LB#7903 x -- -- -- - -- -- -- -- -- S8 °3�'g1. FND 1"IP d ,y�1 OPEN DITC - - - - 'ti' NO ID - - - - - - - - - - - - x 2p1 L2~ Zv 23�x OPEN I I LOCATION MAP DI CHI I G. CRAWFORD x2,Lh N I 1 I�I I 1430 PULITZER ROAD 2317-232-0010-000-5 14 FARM FENCE 2 x2�� II 3' 0 �I 32 LEGAL DESCRIPTION 0' 100' 200' 300' CLEAR I ( I2 'S Ix 3 x2 m x z THE FOLLOWING DESCRIBED PARCEL OF LAND SITUATE AND BEING IN SECTION 18, °r° x 22' I m I �I TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, TO -WIT: o x 2 = xl 0 °oo `LZ o IIII I �I) NI (i) THE SE Y4 OF THE NE Y4, LESS AND EXCEPTING THEREFROM THE FOLLOWING U) 1 x 1 I m III c, DESCRIBED: w I I) z o J. DEPALMA > x a x o 1510 PULITZER ROAD COMMENCE AT THE INTERSECTION OF THE WEST RIGHT OF WAY LINE OF NORTH ST. w z T5 z (w1 2317-232-0011-000-2 LUCIE RIVER WATER CONTROL DISTRICT CANAL N0. 54, AND THE SOUTH LINE OF v=i Ix III �00I�I THE NE Y4 OF THE AFORESAID SECTION 18; RUN THENCE NORTH ALONG THE SAID ° m n �I G. RIGHT OF WAY 105.5 FEET TO A POINT, THENCE TURN AND RUN WESTERLY ALONG ¢ w LEGEND & ABBREVIATIONS HELENA CHEMICAL x x,L�,V z III I IIF) THE CENTERLINE OF AN EXISTING DITCH 1,270 FEET, MORE OR LESS, TO A POINT ti z 1520 SHINN ROAD (( m -i I o m ON THE WEST LINE OF THE SE Y4 OF THE NE Y4 OF THE AFORESAID SECTION 18; o 2318-131-0002-000-9 x a x 0= x q q rn rn g D IwI r TURN THENCE AND RUN SOUTH 89.5 FEET TO THE SW CORNER OF THE AFORESAID A ARC LENGTH -' "' I I z °) SE Y4 OF THE NE Y4. TURN THENCE AND RUN EAST ALONG THE SOUTH LINE OF A a > ctoo Ix Z x `2 '2 x 22 o iI I I THE SE Y4 TO THE WEST RIGHT OF WAY OF CANAL NO. 54 AND THE POINT OF ¢ ¢ cz A/C AIR CONDITIONER I m o m cn I BEGINNING. i 1 I 0 o A. O'BRIAN ¢¢ r BM BENCHMARK x m x I En 01 1546 PULITZER ROAD zl I �2317-232-0012-000-9 (ii) THE EAST 14 FEET OF THE NORTH Y2 OF THE SW Y4 OF THE NE A- L �' � P° C CALCULATED FROM FIELD MEASUREMENTS x D 'IIo r;u II I o C/L CENTERLINE (t,?' m v o I ^ol (iii) THAT PART OF THE S Yz OF THE SW Y4 OF THE NE Y4 LYING EASTERLY OF CD N w 2 m GJ X OO 0 " u r " " rr cu \ +- CM CONCRETE MONUMENT Z' ro m I w z 2 ' k LINEA AND NORTHERLY OF "LINE B"; LINEA BEING DESCRIBED AS: FROM THE 00 2' n"'' SE CORNER OF THE NW Y4 OF THE SE Ya RUN WEST 4 FEET FOR POINT OF CONIC CONCRETE " o x2 XII�� I r m � v 1 I n h Ln I z I BEGINNING, THENCE NORTHERLY TO A POINT 14 FEET WEST OF SE CORNER OF N Y2 In DEG OR DEGREE 1 Ii x22' x I �mm II OF SW Y4 OF NE Y4 AND END OF SPECIFICALLY DESCRIBED LINE; AND "LINE B" ELEV ELEVATION w m cn rn R. MCCUSKER BEING DESCRIBED AS: FROM SE CORNER OF THE SE Y4 OF THE NE Y4 RUN NORTH - x -Tx- x-x-x-x-x-x-x-x�j,`-x-x-x-x-x-x x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x -x- 2 i' I I 1560 PULITZER ROAD QN SECTION LINE 105.5 FEET FOR POINT OF BEGINNING, THENCE WESTERLY TO A Q owZ '+ x2 4' FARM FENCE eo'. 2317-232-0015-000-0 POIN 89.5 FEET NORTH OF SW CORNER OF SE Y4 OF NE Y4, THENCE CONTINUE O FFE FINISHED FLOOR ELEVATION " J x WESTERLY ON SAME LINE TO INTERSECTION WITH AFORESAID "LINE A", AND THE w a qa FND FOUND o - To Z I m FND 5/8- IR �,• END OF SPECIFICALLY DESCRIBED LINE. Q p W W w- ID IDENTIFICATION NUMBER Ix m No IDS " 2 , FND 4X4" CM d J W o€ I I BENCHMARK 4' FARM FENC I PRM LB # 205 TOGETHER WITH AND SUBJECT TO THAT CERTAIN RIGHT OF WAY EASEMENT DATED Y �• >o IP IRON PIPE I W ELEV = 21.69' CLEAR I xI I I� I 60.00' 561.81' SEPTEMBER 6, 1968, RECORDED IN O.R. BOOK 173, PAGE 1415 OF THE PUBLIC z a IR IRON ROD --FND s/a' IRC '_ o I Z�t' U LH # 7903 co z I w nj FND 4x4" CM S 89°46'51" E g p i x RECORDS OF ST. LUCIE COUNTY, FLORIDA. wo N ^ I I x .v N' PRM LB # 205 (� W Q ¢ w IRC IRON ROD &CAP a p° x 22' (I I I w i W w U U Dam LB LICENSED BUSINESS II Ixz O tit x2ti (1 I ~ Z W > o (I 2 4' FARM FENCE I I I Q Q U y W N = x x-x-�x-x-x-x-x O x-x-Zx-x-x x 10 DIRT DRIVE I 1 2 IIZ�o GENERAL NOTES _ Z °x LS LICENSED SURVEYOR I x cn -1 I I xl M MEASURED DATA I 2 y/zo x -° I ?' 7' 2�, 22 EPn Dr' I x g z U m z Z o- MON MONUMENT o I tk cn x ) COVERED NHOLE CovEREDx II w I z 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN FLORIDA O Q U) Z O oyz N&C NAIL AND CAP II22' o I Zoc� PORCH PORCH I ( I x (o I IIoI I a o ADMINISTRATIVE CODE (F.A.C.) 5J-17-050 AND IT'S INTENDED PURPOSE IS FOR F- - W z �w S+ I II c x EXISTING x IIII N 3 0; THE CONSTRUCTION OF A SINGLE FAMILY HOME. Q p 0 Q N : W 53 NAVD NORTH AMERICAN VERTICAL DATUM .p = x EXISTING CARPORT I 597,9 x I IBI LL rn o (� Z - Ep o = o m Is A 513.6 I ' POND \ x EXISTING I ? I Ww 2. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE SE Y4 IL Q Q ~ J ° <5z3 NGVD NATIONAL GEODETIC VERTICAL DATUM I 1 STORY CBS g x I0I =c, Y � J Q O w�¢Fr, Z x RESIDENCE 2 2 a `< LOT 1 OF THE NE Y4 OF SECTION 18 BETWEEN MONUMENTATION AS DEPICTED. 1- Q o a _ NO OR # NUMBER a x !)� ® ISTING x To FFE=26.0' x I I I I w mG_ SCHIRARD ESTATES z Z Z F W, W>- r- O I m % 2 WELL 2' x OPEN woo NTS NOT TO SCALE Z I x I I X 2 DITCH I hI �� SUBDIVISION, PHASE t W� Q � = Z LL w ad PLAT BOOK 46, PAGE 6-7 3. ALL ABOVE GROUND FIXED IMPROVEMENTS IF ANY HAVE BEEN LOCATED tL c� o OHP OVERHEAD UTILITIES CASSENS LAND m I) x \. x (�'o po R i I I I I I Z o o U U W Q z a o o y U SHINN ROAD I I cO \ '2i TRANSFOR ER 2� xl Ic�l Y AND SHOWN HEREON. Q r w v o 2318-133-0001-000-8 D I x y I `3 I III G o Q ORB OFFICIAL RECORD BOOK I � x oix`L?' _ 'c 2� I I -I �GrG 4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS z O Z F- Zaww P PLAT DATA I x},4c-x-x - a' FARM FENCE i- -x-x� }� 2 IIII I IIwI I as WHICH MAY OCCUPY LANDS OF OTHERS. p J J Z �`=zo PG(S) PAGE(S) cn Ix m I I I I 1 0� W m Ii Z,'mK� w 5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED %- p Leo 1 I 10' DIRT DRIVE x) I I Q a z d O z 5 PLS PROFESSIONAL LAND SURVEYOR CO I x 4' FARM FENCE I m I ( I I I o_ ON THIS SURVEY, EXCEPT AS SHOWN. Q W U 00 5 rn l CLEAR UNDERGROUND m 11 0 m o a POB POINT OF BEGINNING X POWER I ( x 22` ( I x I o 6. LANDS SHOWN HEREON WERE ABSTRACTED BY THIS OFFICE FOR p V � � POC POINT OF COMMENCEMENT III I 3'I 60.00' RIGHTS-OF-WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED J z,Fw PRM PERMANENT REFERENCE MONUMENT I x q, I I I X 22� FND NAIL &DISK I I x tK 22 I I I RESTRICTIONS AND MURPHY ACT DEEDS. O W o o 2 a PSM PROFESSIONAL SURVEYOR AND MAPPER (2 S 89°42'39" W `L UNDERGROUND NO ID F- zU 4.00' x22 m I I POWER BENCHMARK II I 7. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE N ¢<�� R RADIUS 220 LINE B JUNCTI rRi \ qti�'~ ELEV. = 23.65 x "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL N0. RLS REGISTERED LAND SURVEYOR x B X - E --� -� �_ € _ E _ �_ - �= E _ fo I I PUMP 12111C 0165 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION FND 5/8" IRC ro ti, t 2 = - - - - - - - - - - - - -- 2 h' I HOUSE CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. R/W RIGHT-OF-WAY Le # 7903 ti• _ _ _ _ - - - - - - 2 ° r r, '2 \ 2 8 3 W OPEN DITCH I DRAWN BY, CA © WATER METER 2~� me x z=x-x-x=x-x-x=x= cs--x �t x=x- - x x=x=x=�c='r-�x-'r=s�='r"x-x=sr-sc A `3 8. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE FND 5" DRIVE SHAFT_ '�' O q �� 4' FARM FENCE GAS- K f tK, AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHECKED BY, CA & AND No ID o 2 k 2"'� Q,`L' 2 2' CLEAR 2'�' a IN EDGE OF DITCH o j LESS AND EXCEPT 22' + 22' 1 2 FND W I ® AT co o ti p NO ID N 44°52'50" E 9. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER DATE+ FEBRUARY 3, 2018 DELTA _ _ 1321.29' _ _ z 2 _ _ _ _ 1321.29'_ S 89°3543" E 2� ?' 46.85' THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN UTILITY POLE S 8903543" E SOUTH LINE OF THE NE Y4 OF SECTION 18, TOWNSHIP 35 SOUTH, RANGE 39 EAST FND 5/8" Iyx 18 17 CONSENT OF THE SIGNING PARTY OR PARTIES. HDRZ, SCALE, 1'=100' I VERT. SCALE, UNREADABLDETAIL 3tK SCHIRARD OTESTATES 10. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD EXISTNG N 25°22'00" W (- 2 SUBDIVISION, PHASE 1 MEASURED DATA. / t STORY CBS R \ 36.10' PLAT BOOK 46, PAGE 6-7 RESIDENCE civ A' I" 11. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES NOT VALID VNTHOUT THE SIGNATURE FFE=26.0' fO K AND ORIGINAL SEAL OF A FLORIDA GLOBAL POSITIONING SYSTEM (GPS) NOTES STANDARD AND ARE IN FEET. LICENSED SURVEYOR&MAPPER. 12'7 zz 12. ELEVATIONS, IF SHOWN, ARE IN U.S. STANDARD FEET AND DECIMALS 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING + ' NAVAJO GROVES I m THEREOF AND ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L -BAND co 40.7 $•� 679.9 SHINN ROAD o "BARB" RECEIVER. 11.3 d CTi W 2318-134-0040-000-6 g o o (NAVD) OF 1988, REFERENCE BENCHMARK ST. LUCIE COUNTY BARB WITH AN N',`` �c+0 cp , °; ELEVATION OF 21.72'. µZSEAL_ 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED 1 .96 w 1 s` - - CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING p , I a TO THE VERTICAL TARGET ACCURACY FOR THIS BOUNDARY AND MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 513.6 v_ 40.7 TOPOGRAPHIC SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER " FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. 24.0' RLCHAES ARNOLD / 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED w 14. THE LAST DATE OF FIELD WORK WAS APRIL 28 2020. PROFESSIONAL SURVEYOR & MAPPER USING CARLSON SURVEY 2018. m / I FLORIDA LIC SEN, 4971 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS / P ED DATE SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA SHEET Z OF Z pADMINISTRATIVE CODE (F.A.C.) 5J-17-051. FND 4x4" CM PRM LB # 205 PROJECT N0. 18-504