HomeMy WebLinkAboutBOUNDARY SURVEYI5 Q 30 60
GRAPHIC SCALE i'=30'
LEGEND
C CALCULATED DATA g0 4X4 CONCRETE MONUMENT (U) FD
D DEED DATA O 5/8' IAGC LS 2791 FD OF SET
M MEASURED CM CONCRETE MONUMENT
P PLAT DATA IP IRON PIPE
DO DEED BOOK IA IRON ROD
PB PLAT BOOK PCP PERMANENT CONTROL POINT
ORB OFFICIAL RECORD BGOK PRM PERMANENT REFERENCE MONUMENT
WE MINUTE BOOK IRC IRON ROD G CAP
PG. PAGE IPC IRON PIPE G CAP
T. TOWNSHIP (U) UNNUMBERED POINT
R. RANGE (I) ILLEGIBLE
S. SECTION (D) DISTURBED
S.R. STATE ROAD FD FOUND
C.R. COUNTY ROAD P.O.C. POINT OF COMMENCEMENT
R/W RIGHT-OF-WAY P.O.B. POINT OF BEGGINING
F.F. FINISH FLOOR P. O. T. POINT OF TANGENCY
BC BUILDING CORNER P. O. C. POINT OF CURVE
I FENCE P.R.C. POINT OF REVERSE CURVE
FC FENCE CORNER P. C C. POINT OF COMPOUND CURVE
XO.0 EXISTING ELEVATION ! A DELTA
BM BENCHMARK iR RADIUS
i CENTERLINE L LENGTH OF ARC
ST SEPTIC TANK T TANGENT
0 MOOD POWER POLE C LONG COARD
GUY ANCHOR C. 0. COARD BEARING
E/P EDGE OF PAVEMENT PUGDE PUBLIC UTILITY G DRAINAGE EASEMENT
CONC CONCRETE U. E UTILITY EASEMENT
SECTION CORNER CBS CONCRETE BLOCK STRUCTURE
e-e 1/4 SECTION CORNER I STY. STORY
DESCRIPTION
LOTS 19, 20 & 21. TOP OF WALTON, ACCORDING TO THE PLAT THEREOF
AS RECORDED IN PLAT BOOK 7, PAGE 1 OF THE PUBLIC RECORDS OF
ST. LUC I E COUNTY, FLORIDA.
SUBJECT TO: EASEMENTS, RIGHTS -OF -WAY AND/OR MATTERS WHICH MAY BE
FOUND IN THE PUBLIC RECORDS OF SAID COUNTY.
PARCEL CONTAING 0.446 ACRES BY THIS SURVEY
BENCHMARK NOTE:
ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 DATUM & ARE BASED
ON NGS BENCHMARK J-236 HAVING A PUBLISHED ELEVATION OF 7.489 METERS.
SITE BENCHMARK 15 TOP OF P.K NAIL & BLANK DISK IN PAVEMENT WITH A
ELEVATION ON 34.34 NGVD 1929,
MY CORNER Pa. Pa 7, P6.1
FO 4x4 CM SURVEYOR'S NOTE:
0. 26' S, 0. 05' E
THE LOCATION OF RIVER VIEW DRIVE R/W SHOWN HEREON IS BASED
ON FOUND MONUMENTATION ALONG R/W LINES. INTERIOR LOTS NORTH
OF SAID R/W GENERALLY AGREE WITH R/W MONUMENTATION FOUND. IT
APPEARS FROM THE EVIDENCE THIS ALIGNMENT OF THE R/W HAS BEEN
USED FOR MANY YEARS. MONUMENTATION WAS RECOVERED AT THE NW,
SW & SE CORNERS OF PB.7, PG.1 WHICH AGREE WITH EXTERIOR
BOUNDARY ANGLES AND DISTANCES OF SAID PLAT. HELD MONUMENTED
R/W AND SOUTH BOUNDARY TO ESTABLISH LIMITS OF DESCRIBED LOTS.
P0MPj2Q.V
UM2M 2Q P(w
o / /- 0•W 63A.02
SSR&C GJBIIOYM4019Q 4
i9SURVEYOR'
S
REPORT 1. Not
valid without the signature and the original raised seal of a
Florida licensed Surveyor and Mapper. 2. Lands
shown hereon were not abstracted by this office for Rights -of -
way , Easements of Record , Ownership, Abandonments, Deed Restrictions,
Zoning Set - Backs or Murphy Act Deeds. 3. Legal
Description shown hereon was provided by the Client and/or
its agent unless otherwise stated. 4. There
may be additional restrictions that are not shown on UO this map
which may be found in the Public Records of this / County. { 5.
Underground
foundations and/or improvements were not located. 6. Bearings
shown hereon are based on the West line of said plat which Is
assumed to bear N23'59'5i'W con (PLAT
and
designs )
7. ThisDocument, together with the concepts and designs shown upon this graphic
report (Survey) are the findings of a field survey, said (Survey)
was prepared for the party(s) shown hereon. It Is Expressly Prohibited
to MODIFY or ASSIGN this DOCUMENT without the Express
Authorization of John G. Albritton & Associates, Inc. Use of
this Document by any Party(s) not shown hereon will render this Document
VOID. John G Albritton & Associates, Inc and the Surveyor of
Record will be held harmless for ALL MATTERS which may arise from
the UN -AUTHORIZED USE of this Document. B. NOTICE:
THIS SURVEY IS VALID FOR NINETY DAYS FROM THE DATE ISSUED, 9. A
field survey conducted on 3-1-2000 recovered Boundary Monumentation as shown
hereon in place and un-disturbed. SURVEYOR'S
SIGNATURE SURVEYOR'S en 6.
Albritton, P.S.M. 4-29-2000 Mate of
Florida Certification No. 279t 3-i-
2000 DATE ISSUED - -
2 SEAL DATE
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MAY
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iQ& BY ST
WCIE
COUNTY ADD FORMBOARDS
UPDATE CERTIFY
REVISIONS P
SY
CORNEA
Pa. 7, PG,I VISION r
0
0
1,
FD
4X4 ON (U) REPLACED WITH
PMN 2791 FOR PREPARED FOR :
BRIAN CHAMBERS SCALE : 1'-
30' FIELD BOOK 51X DATE : 03/17/99 DRAWN BY :
JAL PAGE : 32- SHEET i OF 1 APPROVED BY :
JGA JOB NUMBER 99-1046 DRAWING NO : 316-B DATAFILE No:
20-1040 DATADISK No: 382 DIGCFILE No: 20-1040 32 la.
11 '•
10.
1 30 A
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9 - l
1 .• -
LOCATION SKETCH
SE CORNER
Pe. 7, PG. 1 FO 4X4
CM (U) 634.Q
M 6QO•
W r03 5666 6 00• W s FO .5
IAAC Sid BROWN
4049 1. 24,
N. 0. 00' W CERTIFIED TO:
BRIAN CHAMBERS
RIVERSIDE NATIONAL
BANK OF FLORIAD STEWARD TITLE
BOUNDARY SURVEY
JOHN G.
ALBRITTON 6 ASSOCIATES, INC. DEVELOPMENT CONSULTANTS
O SURVEYORS AND MAPPERS 1404 South
2Bth Street, Sulte C O Fort Plerce, Florida 34947 CERTIFICATE OF
AUTHORIZATION No. LB 6565 561)464-
0081 Fax (561)464-1B94 JGA 1