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THE WEST 38 FEET OF LOT 23, BLOCK 12, SEBASTIAN HIGHLANDS UNIT Q Q .f r
1 . AS RECORDED IN PLAT BOOK 5, PAGE 14, PUBLIC RECORDS OF Q
GRAPHIC SCALE INDIAN RIVER .COUNTY, FLORIDA 0 Q v
ABOVE PARCEL CONTAINS 0.109 ACRES .MORE OR LESS.
2+0 0 to 20 40 so, � Q Z
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THE MOST WESTERLY L O T 23
CORNER OF LOT 23, i f
BLOCK 12, SEBASTIAN sp1rQ U L 0 V K 12
HIGHLANDS UNIT 1 \ �• O'
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/PLAT BOOK 5, PAGE 15. / ` 00.
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/ 15.00' OFFSET • � � �A ��S � �
IRON PIPE / \ AlO,o , x, D,� gyp• UNE PARALLEL WITH THE
p SOUTHWESTERLY LINE OF LOT 23 M. 2' IRON PIPE
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0.109 ACRES
EXISTING 10' DRAINAGE &\PARCEL
UTILITY EASEMENT ,
SOUTHWESTERLY UNE �S�p• SOUTHEASTERLY LINEOF LOT
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LEGEND AND ABBREVIA11ONS
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IRC IRON ROU AND CAP OAK Q SANITARY MANHOLE SIGN 0 m
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GENERAL NOTES: +" L`'
NO. NUMBER '1`a PINE DRAINAGE MANHOLE LIGHT POLE .�...
• THE FIELD SURVEY ESTABLISHMENT OF HORIZONTAL CONTROL THROUGH *THIS SURVEY WAS PREPARED BASED ON AN EXISTING BOUNDARY SURVEY PREPARED BY R/W RIGHT OF WAY �w
THE SITE CONFORMS TO THE DICTATES OF THIRD ORDER, CLASS it DAVID M. JONES JOB NO. 96-203. MASTELLER. MOLER, AND REED DOES NOT CERTIFY CM CONCRETE MONUMENT WELL 0 MAIL OR PAPERBOX
PROCEDURES,�AS OUTLINED IN THE FEDERAL GEODETIC CONTROL � THE ACCURACY OR CORRECTNESS OF SAID BOUNDARY SURVEY PREPARED BY 'DAVID M. JONES. MEAS. MEASURED �' PALM
COMMITTEES CLASSIFICATION, STANDARDS OF ACCURACY AND GENERAL
R 1974. P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT 0 HYDRANT fl SOUTHERN BELL BOX Q �
SPECIFICATIONS OF GEODETIC CONTROL SURVEYS. DATED FEBRUARY SHRUB
• NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT'S -OF -WAY FD '"" �1 CABLE TV BOX m 11
O.R.B. OFFICIAL RECORD BOOK � �
• THE FIELD SURVEY ESTABLISHMENT OF VERTICAL CONTROL THROUGH THE AND\OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS P.R.M. PERMANENT REFERENCE MONUMENT MAPLE WATER VALVE � POWERPOLE Z rnj 0
SITE CONFORMS TO THE DICTATES OF THIRD ORDER PROCEDURES, AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED.
OUTLINED IN THE FEDERAL GEODETIC CONTROL COMMITTEE.'S "CLASSIFICATION, P.C.P. PERMANENT CONTROL POINT •� WATER METER U CV �
F GEODETIC SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY BM BENCHMARK >� CITRUS CLEANOUT - ELECTRIC BOX t � Z m w!! 0
STANDARDS OF ACCURACY AND GENERAL SPECIFICATIONS O GE00 THIS S
CONTROL SURVEYS, DATED FEBRUARY 1974'. FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT F.F. FINISH EVFLOOR Z
AS SHOWN. ELEV. ELEVATION ELM 0 CATCH BASIN � � .-
E.O.P. EDGE OF PAVEMENT .-
•THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: THE NORTH UNE OF SUNLESS A COMPARISON IS SHOWN. PLAT VALUES & MEASURED VALUES ARE THE SAME. R RADIUS W
OT 3 BLOCK 12 BANG N45�09'00'E AS SHOWN ON SURVEY PREPARE BY A DELTA CURB INLET
W W "W7 � Ci J W
L 2 964411.dw DISK No. 303 L LENGTH p_ F- 0 Q W 4 W
DAMD M. JONES, JOB NO. 96-203. • THE LAST DATE OF FIELD WORK: 11-12-96 9 � d w w = U =
t- L7 LL O V en U1