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Home My WebLink About2005 - Boundary SurveycGJ y PROJECT SITE 1 BARBER STREET w w r LOCATION MAP SURVEYOR'S NOTES: I. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. 2. THE NORTH LINE OF THE SUBJECT PARCEL BEARS S 89019'05"E AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 3. ADDITIONS OR DELETIONS TO THIS MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 4. NO EXCAVATION WAS DONE BY THE SURVEYOR TO DETERMINE THE LOCATION OF THE UNDERGROUND FOUNDATION OF THE BUILDING OR BUILDINGS SHOWN HEREON. LEGEND: POB = POINT OF BEGINNING o IRON PIPE POC = POINT OF COMMENCEMENT PRM = PERMANENT REFERENCE MONUMENT 0 IRON ROD AS NOTED PCP - PERMANENT CONTROL POINT [11 TELEPHONE PEDESTAL PC - POINT OF CURVATURE [0 ELECTRIC BOX PT - POINT OF TANGENCY 0 SANITARY MANHOLE PI = POINT OF INTERSECTION R/W - RIGHT OF WAY ® IRRIGATION VALVE - CENTERLINE 0 POWER POLE ELEV - ELEVATION Q� WELL MEAS - MEASURED E/P = EDGE OF PAVEMENT ® CATCH BASIN TOB = TOP OF BANK b HYDRANT C/o - Cl--EANi-OLIT Od Y"JATER VALVE ELEC = ELECTRIC cB FIBER OPTIC MARKER IRFWCD - INDIAN RIVER FARMS WATER CONTROL DISTRICT Q CONCRETE MONUMENT CMP - CORRUGATED METAL PIPE Cc--� BLOWOFF RCP - REINFORCED CONCRETE PIPE (DR WATER METER D - DESCRIPTION M - MEASURED 0 TRAFFIC SIGN C/L = CENTERLINE MEAS - MEASURED DESC - DESCRIPTION �\ = GUY ANCHOR -ACCURACY THE EXPECTED USE OF THE LAND IS COMMERCIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS I FOOT IN 10,000 FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. -DATA SOURCES THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. MEASUREMENT METHODS ALL EQUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART IN 50.000, ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE AND ANY SIDE SHOTS WERE DONE USING A REDUNDANCY OF MEASUREMENTS. -LIMITATIONS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO MAP 12061CO079 F. DATED JULY 2. 1992. -APPARENT PHYSICAL USE VACANT LAND -EASEMENTS NONE PROVIDED -CERTIFIED TO: FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST COLLINS. BROWN. CALDWELL. BARKETT & GARAVAGLIA, CHARTERED HIGHPOINT COMMERCIAL CENTER, LLC COMMONWEALTH LAND TITLE INSURANCE COMPANY SAMUEL A. BLOCK. ESQUIRE -DATE OF `'J°VEY: MAY 30. 2006 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL 0'- THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED PILLOW. -S_OPR� YO,R AND MAPP --R IN RESPONSIBLE CHARGE C �,_ ,�N�HARD. FLORIDA LICENSE NUMBER LS 5755 2008 A D EAL ) FOUND 5/8" IRON ROD & 3909 CAP FOUND 4X4 CONCRETE MONUMENT NO CAP 3.43'W. 6.66'N FOUND 4X4 CONCRETE MONUMENT & 4416 CAP 21.34N. 10.37'W FOUND 5/8" IRON ROD NO CAP 19.69'N. 9.57'W + +I 6 . 6 +2 0 " 21.95 20.0 21.97 \\ 16 �20" .S '.6 �r w co w r w 0 W Z w r L 0 w z UNPLATTED N LINE OF NE 1/4 OF SE 114 PER DESCRIPTION AND PLAT BOOK 16. PAGE 6 N LINE OF NE 1/4 OF SE 1/4 20" PER SP MUSCCK MONUMENTATION S 89019'05"E 326.01' DESCRIPTION S 89019'05"E 324.75' MEASURED 22" S 89°45'26"W 314 99' 7 16 °++ 36" > o 1s o �, �'o `sus cP `�° cJ) 0,1 �-A ;r,. 30 o 01• ++ Do 's POB PER DESCRIPTION FOUND 5/8" IRON N 0005'23"W ROD & 4416 CAP 14.48' 11.7 8 1-911.7 N 890 19' 12"W 897. 14' BOUNDARY LINE PER AGREEMENT DATED MAY 16. 2001 RECORDED IN OFFICIAL RECORD BOOK 1401. PAGE 2456, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA �6 ' CHAIN 896 . 77 ' MEASURED P O � I = 50 22" 20" L I NK FENCE l NE CORNER tw 1q 28" FOUND 5/8" 10' EASEMENT PER PLAT BOOK 16. PAGE 6 NE 1/4 OF SE 1/4 l N LINE OF NE 1/4 OF SE 1/4 IRON ROD 8" PER SECTIONAL BREAKDOWN & 3909 CAP cn -i cn -I w 000 Op�0 m0° PARCEL I �n�m0 N n N n lIt OLoc;, . ,i riIi Dm -r) btu 12. 3 0 I-NPz-NPDm f mM � �r10 _0 II D MOD PUBL X INDIAN R I VER SUBD I V I S ON PLAT BOOK 16, PAGE 6 II o m s 22 N 89°I9'28"W + 222.99' DESCRIPTION S 89°19'05"E 221.90' MEASURED j 11.8 12- S 0°05' 23,EFOUND 5/8" IRON 18' � 16 8 324 ROD & 4416 CAP 16 12"l0 10' 0. 1 1 'E 22" 16"7" 8" 14" 13.4 22" 8" 8 112 8;j 12" 12 6'CHAIN 12 1220 +14J 6 \ LINK FENCE 12" \ CURVE DELTA ANGLE RADIUS ARC i 14" 12fSVI8 '308 9++ " 12 16" 10" / C I 19°01'57" 400.00' 132.87' \ 7" I .2 12.4 12 10" C/L SWALE 13.3 LINE BEARING DISTANCE 20 g' L I S 64003'34"W 50.98' / 16" / 2 \ TOP OF O �S BANK O �S PI` BANKTOP OF� \ S TANGENT CHORD CHORD BEARING 67.05' 132.26' S 73034'33"W .BOUNDARY INCONSISTENCIES 16" 14 15.6+ 1 .5 12 6 THE NORTH RIGHT OF WAY LINE OF BARBER STREET WAS ESTABLISHED USING / /A s + + 12" 13.9 FOUND MONUMENTS TO THE EAST AND WEST OF THE SITE. INTERSECTING THE TANGENTS AND FITTING THE CURVE WITH THE PLATTED RADIUS. THIS RESULTS 20 IN A DISCREPANCY BETWEEN THE FOUND POINT OF CURVE AND THE CALCULATED .�. �� \\ POSITION. ,A 0y �, �. 15` \ s THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST �Ch 15' 10 �' �'�0 u6 QUARTER AND THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 20 >0 -A 16 8 \\\ HAVE BEEN ESTABLISHED IN AT LEAST THREE DIFFERENT LOCATIONS BY VARIOUS cp SURVEYORS. THE DESCRIPTION PROVIDED TO THIS SURVEYOR REFERS TO A P A R E L 2 13.7� LINE THAT WAS ESTABLISHED USING THE SAME P01NT THAT WAS USED TO G 131 MONUMENT TWO SUBDIVISIONS LYING WEST OF THE FLORIDA EAST COAST s RAILROAD. THIS MONUMENT CREATES AN ANGLE BREAK AT THE NORTHEAST 20.4 +_i_16 0 15" 1 1\7 CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER. THIS / _7 < LINE FALLS APPROXIMATELY 21.3 FEET NORTH OF THE SECTIONAL BREAKDOWN \� 10" �� LINE AT THE EAST RIGHT OF WAY LINE OF THE RAILROAD. O 2c� 10 13 0 \\�G MONUMENTS PLACED OR FOUND AND SHOWN ON A SURVEY PREPARED BY S . P . � MUSCIK IN THE 1970 S APPEARS TO HOLD THE CENT 15 106ER OF SECTION THAT WAS \ ALSO USED FOR THE SUBDIVISIONS TO THE WEST. THIS LINE IS APPROXIMATELY 8 157+ 10 15 \\ 6.6 FEET NORTH OF THE SECTIONAL BREAKDOWN LINE AT THE EAST RIGHT OF 20" x 10" 0WAY LINE OF THE RAILROAD. 16 38" ° 13.0 6 16" 13.8 1 .0 + +1 7 .9 + 1 4 . I \\ DESCRIPTION \ \ 6. PARCEL I: COMMENCE AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF �µ10- \ THE SOUTHEAST 1/4 OF SECTION 20. TOWNSHIP 31 SOUTH. RANGE 39 EAST. INDIAN �� RIVER COUNTY, FLORIDA: THENCE NORTH 89°19'28" WEST ALONG NORTH LINE 14 1i.8 \13.5 OF SOUTHEAST 1/4 OF SECTION 20, 897.14 FEET TO THE POINT OF BEGINNING: Av THENCE FROM POINT OF BEGINNING RUN SOUTH 00009'20" EAST AND LEAVING +7.9 10 132 15.1 EDGE OF PAVEMENT THE AFORESAID NORTH LINE OF SOUTHEAST 1/4, 210.96 FEET: THENCE NORTH + 13 89019'28" WEST AND PARALLEL WITH THE AFORESAID NORTH LINE OF 6+ 12"CMP SOUTHEAST 1/4, 222.99 FEET TO EAST RIGHT OF WAY LINE OF THE FLORIDA EAST FOUND 5/8" IRON W INV - 15.43' COAST RAILROAD: THENCE NORTH 26001'15" WEST ALONG THE AFORESAID EAST 12" ROD & 3909 CAP E INV - 13.20' RIGHT OF WAY LINE OF THE FLORIDA EAST COAST RAILROAD. 236 . 1 1 FEET TO 14.9 + 15.4 + a-S �6--6j6 6 z° THE AFORESAID NORTH LINE OF SOUTHEAST 1 /4 : THENCE SOUTH 89° 19 ' 28" EAST �� 2 \5. -- -- a� ALONG THE AFORESAID NORTH LINE OF SOUTHEAST 1 /4 , 326.01 FEET TO THE �� 00o ��' 6,$ �5 \5. 63 POINT OF BEGINNING. v Ir 0 2G gT 6 `o'; �a 0 16 y� _%_ \1 -2+ \32' S� o. \ 6. M I T E R E N D PARCEL 2: NORTHEAST 1/4 OF SOUTHEAST 1 /4 . LESS NORTH 6.5 ACRES: LESS SOUTH `P �t�`�� °� �$ `�°r�o + 6 �` $� +�5 `° +�a �°� 550 FEET AS MEASURED NORTH AND SOUTH LYING EAST OF RAILROAD RIGHT OF o 6 2�9� \3 +�� ` WAY: LESS THAT PART LYING WEST OF RAILROAD RIGHT OF WAY AND ALSO 0 LESS RAILROAD RIGHT OF WAY: LESS AND EXCEPT BARBER STREET AS `' �'o �\ �°' +�g•`°o is DEDICATED IN PLAT BOOK 1 4 . PAGE 97, PUBLIC RECORDS OF INDIAN RIVER o`��' T� o \g � o•°� 6. �' 08 69 19 s9 08 COUNTY. FLORIDA AND ALSO LESS PORTION FOR REALIGNMENT OF SAID ti +5 �o $o A 'i8/0 BARBER STREET AS IN OFFICIAL RECORDS BOOK 1337, PAGE 788. PUBLIC +�o + 2 +20�° s / 8° BARBER STREET' RECORDS OF INDIAN RIVER COUNTY. FLORIDA: AND ALSO LESS THAT PORTION ��5 os .A CONVEYED TO BOOS-GMC SEBASTIAN, LLC. BY WARRANTY DEED RECORDED IN 21.22 2 +2� �3 OVERHEAD LINES l OFFICIAL RECORDS BOOK 1346. PAGE 1111. PUBLIC RECORDS OF INDIAN RIVER 21.2 \a PLAT BOOK 14, PAGE 9 COUNTY. FLORIDA AND ALSO LESS THAT PORTION LYING SOUTH OF REALIGNED +2`' z� BARBER STREET. �O°s �/ FOUND 4X4 CONCRETE �O s8 MONUMENT & 4416 CAP 1.08'N. 2.22'E 2 �y RAILROAD CROSSING ARM REVISIONS BY 5. ADD TOPo 06-01-06 SMV 4. ADD TREES 4-12-06 DMJ 3. REVISE CERTS 4-11-06 AIDE 2. REVISE CERTS 4-6-06 AIDE I. REVISE AND ADD BOUNDARY NOTES 2-10-06 DMJ W LLJ o W U ICY LL V l W ' U E-- r a o CL I V Z LLJ = oQ CL C� LLJ 0 rn N ctz M w w (If J LJ CLa `� 7- Q C) 0 V ra w 00 W rn o a Ofoop W Q J Q X Q LL C) Ul(V 0 0- Q � Lu o) rn o Ln Ln N N DRAWN DMJ CHECKED DMJ DATE 5-17-05 SCALE I" - 50' JOB NO, 05-074 SHEET i 05-074.GXD