HomeMy WebLinkAbout2004 - Boundary & Topographic SurveyKEY TO ABBREVIATIONS
P
North
, / �
descriptions SCALE= N.T.S.
JX
M.E.S. i" +92� Tract "C", Block 372, SEBASTIAN HIGHLANDS UNIT 11, according to the
INv=19.3 / / North Plat thereof, as recorded in Plat Book 7, Page 56, of the Public Records of
I 6�6 / Q SCALE= 1 " = 40'
M.Es. .� Indian River County, Florida.
WATER VALVE INV=19.20
rx WATER METER.,, s�\ 9 oo Said lands lying and situate in the City of Sebastian, Indian River County,
oe o��► Florida, and containing 4.42 acres, more or less.
Foyne Nail & Dis
M.E.S. / ice' ,Stomped "GMA"
INv=19.09'_. r/ Benchmark = 20.61'
H. MANHOLE
E.S. = MITERED END SECTION IS , �q' M� / 2ir0. \ � N 5 00
G.V.D. - NATIONAL GEODETIC VERTICAL DATUM M.E.S. •�+>;i'6` O +,a
eeNo. = NUMBER INV=18.92' `,y' d Li+ `000.
WATERLINE •
RSPS - NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS - �'p O -' Set 5/8" Iron Rod Property I d e n t I f I c a t I o n No.
= NOT TO SCALE h % ,
�y � /cap Stamped
N'R - NOT RADIAL zo-, ,7� k �° \Os '' �aptech Inc 'LB 7325" Parcel No. 31382500001372000000.1
RW = RIGHT-OF-WAY o4' %off / n! 2 O 4934.16 SITE O F
O.R.B. = OFFICIAL RECORDS BOOK �pQ % p� O �' `z' O.=40'02'00"
OHE = OVERHEAD ELECTRIC PIPE *� %0 tj O / O 5022.68 R=200.00'
P.B. = PLAT BOOK �, INV=19.13 / O� ''"/ O L=139.74'
P.C. = POINT OF CURVATURE ♦�'f" ' 'O� O� / / rl.
P.C.P. = PERMANENT CONTROL POINT Q WATER ' OQ 1 SURVEY
PL PROPERTY LINE METER k' J'
PP - POWER POLE .G�o _ � O I O
P.R.M. = PERMANENrPARKER LREFON ERENCE MONUMENT 4 PIPE `l� ` 0=40.02'a0"
P.T. = POINT OF TANGENCY
INv=1 ,� ; y O- \ /1 �P° R=175.00' Area of Property as Surveyed
R - RADws ♦J o�'�' 9'` / \ :_� L=122.27' p Y
Q 192,372 Square Feet
RAD RADIAL
R.C.P. = REINFORCED. CONCRETE PIPE G i
RES. = RESIDENCE �� ,' I \ / / " ` Set 5 8" Iron Rod 4.4163 Acres +A
RNG RIGHT
EOF WAY �O��o i , %�' a y % /max+' /' R =25 p000 ♦ Y�. \. +,: w/ cap Stam ed »
X.-
7WN = TOWNSHIP /�P '.� Q / i % � OAK L =39 27 \ Maptech inc 'PLB 7325
SAN = SANITARY OF r (1 (2) WATER0� % 04� / / ' % f i N 4821.61
SEC. = SECTION �, J� ETERS 5063.72
TYP. = TYPICAL .� (jj GO , sQ �� % 1
WF - WOOD FENCE ��G Q I' -�'/k • \ .
WM WATER METER/�/ �' , �'' %% Set 5/8" �ron Rod
M.E.S
WV WATER VALVEc�� ' 1`
o°y X ''PIPE-pF/ �OFO` /,'� ��� Maptech 7325"\� 11 INV=19.o7 Surveyor's Notes
♦ �� 'P �'� ; ,1Nv=113.97 O x ��Q / P •, CONCRETE 1. The undersigned Surveyor has not been provided a current abstract of title or commitment for
N 4937.21� ,
PIPE 5r •- '`4 4 , J » �� ;� E 4987.46, 1z '; pRIVEWAY g Y P LOCATION M A P
°c i-6AK ► r, title insurance and associated documentations e
Q� INv=16s ; ; k; 0°+ - / / 12 OAK , 1 regarding the subject property. It is possible that
v /, r / i; ,/O 10" OAK ' a \ ; d e
+>, Q I , there are easements, deeds or other encumbrances affecting the subject property which are
y�1♦� e 0e,"OAK 1 IW='g 15' unknown to the Surveyor and are not shown hereon.
♦ M.E.S. I
INV=18.94' » �� o ,,
00 �� to ' : i 12 OAK +a o
-j' o,�y� / / �' �'�-�' �ti' a la 2. Measurements shown hereon are expressed in feet and decimal parts thereof.
;: +2`.. SYMBOLS LEGEND
MEs. ,pry ' k 7. OAK 1 ;\i I 3. Some features of this drawing are shown "not to scale" for purposes of clarity. Written
; Found Nail & Disc
, M.ES. Stamped cMA dimensions take precedence over scaled measurements.
�,� \ OAK �\ �� / ' + INV=19.01' N 4821.62 BENCHMARK
C� (2) WATER, <,3..>? / , +1 `\
` k` `' E 5088.72 CONCRETE MONUMENT 0
METERS '`�,'°'�` �Y1� °� ,<'' \\ ��: \ CONCRETE 4. Bearings shown hereon are based on an assumed meridian, and are relative to the centerline ELECTRIC BOx
z WATERLINE �oQ/ „� ? / /
Q= PIPE , \ \ \ \ w I• DRIVEWAY -,
�� - of Rose Arbor Drive (now Periwinkle Drive) adjacent to blocks 374, 375 and 3 6, SEBASTIAN FIRE HYDRANT
--5 INv=18.32 F \ / `1 HIGHLANDS UNiT 11, bearin North 47°26'00" East as shown thereon. GPS MARKER .�.
PIPE
PIPE WAL 17.81' -18.47 0 °xa :: / i��/� X '` + ^ \\ \`� \`\ \ I �' tom" g GUY ANCHOR
M.E.S. IRON ROD MARKER O
c`vund Nall & DISC p0y < r, >C50 r / / �� �� �% + \ \ \ - INV=18.71' LIGHT POLE #
Stamped "GMA o� i ,� ;"' a \ ' 5. Surveyor's Field Book reference MT-3-8 and data collector file MT.04069.001
Benchmark Elev. = 20.24' Q,°j' - / t = OAK 1
N 4700.64 __.r \ 1 I NAIL &DISK
E 4643.86 '10' / ,/ 2" OAK �� I 00 o I i I. MAILBOX If�
Found Nail & Disc / % ' a + ' (0 N 1 1 I Z r WOOD POWER POLE -�
„ N, ,, , , , :;,.� 16 3 hx I Z 6. Elevations shown hereon are based on National Geodetic Vertical Datum o; 1929 (NGVD 29),
Stamped GMA" QUARTER SECTION CORNER ►tor
N 4684.66 M.E.S. ° c° o- '�,% a ,`' / N, and are relative to the followingdescribed benchmarks provided b the Indian River Count
E 4623.63 INV=18.16' d '� a» + / I N o Y Y SECTION CORNER z
WATER VALVE FIRE HYDRANT ��yp OOF a; , 20" oAc`� I I F ':'a' a% > Department of Public Works, Engineering Division: SATALITE DISH
;r- - e o Q P 9 9
'7t21ytA��, -•✓, °Q i C ,;�' �i�l• zI'll a , -- 1 I I 'Q ' SIGNild -v-
M.E.S. >',%E` ,.�.' / �p' yp -�� �'�' ,' % _+�" I -w Z i ' O Z SPOT ELEVATION/LOCATION x ELEV
INV-18.31' v'`� ! ' f / \ / i /ori, ;t�;; " , I �l '� 1 W _ a. BM A-31 Brown #69/66 - 60d nail in North face of a power pole on the South Side of Concha TELEPHONE MARKER e
+ ' 36 OATC -$� OAK 11I I I O o, = o
HE�oW 7" OAK
I I I I + i Drive & 18 feet West of the centerline of pavement at Trath Lane, elevation = 19.160. TREES
;i, 11 1 1 I a VALVE pd
of g I P;PE V--17.65' 2" OAK a I I I I O Co o
' - !1P.TER METER �W
/ �G' A -26'1004,�" L =25.79' �/ `_`�17 OAK 10 oAK»%� \� I ll I "' w b. BM A-32 Brown #69/66 - 60d nail in North face of a power pole on the Southwest corner of
_ _ a r '
r%bF !I! » 6/ OAK I II 1 Q ° Concha Drive and Periwinkle Drive, elevation = 20.165.
Q L /126.64' i; i Y Set 5 Iron Rod a » I r 1;I .r>' ; I ^ c�
w a Stam Stamped 14 /OAK Q , I . I 1
t tech Inc 'LB 7325" ` 1 I I Woo °°
zo- II N 4677.64 ; ,12" OAK I I `t', -°1 CO a 7. Sources of information used in the preparation of this survey are as follows:
/ I I Set 5/8" Iron Rod
TRACT ,, C" p - \ ± , 4678.66 a r , w/ cap Stamped h M.E S.
.� I'� I P
Y:� ,I , a�> N\4649.26 „ i / I Maptech Inc LB 7325" lye! I ;, , Nv=1s.o5'
' f-' _ �• E 4671.51 5 OAK P W a. Record Plat entitled SEBASTIAN HIGHLANDS UNIT 11, Plat Book 7, page 56F, Indian
VACANT LAND N 4s11.s3 I ;!�, 1 CONCRETE River County Public Records
E 5063.79 ! , ,
N e) OAK
B OCK 372 0 =89'5T03
30,E tYs,. „;. r--- \ \ TWIN s OAK `R =100.00' b. Indian River County Property Appraisers Office map, Section 25-31s-38e.
t.81' ,�G•� IPE 71'38 Q7 I II �Ir j i-� \ n\ ,' a F I IPt=j a 1, _. L\=156.99'
' b I 19.01'=25.00, I 1 IT I I- 8 / �. �� ,,.,;
I ' / 1 ; + + +' + +' +- + I t 6 P 1(.C. WATERLINE , g
I / u a "I / i \ " C. Official Records Book 928 Page 2018.
'� OAK I I � I i , ,\ , '\ •� + \
. » SUB�ECT PROPERTY I I �, ' - ,
0 =21 37 23 \
R=225.00 t I It ,� I `� 1+,/ \ '� 20" OAK OAK /�/ ; I ,,\ 1 \ \� ��`\�\" ,o, d. Indian River County Department of Utility Services As -Built Plans, UCP #947. Flood Insurance
/ L=84.91' ";i II i j \ \ 12" OAK I I I \ �. \ ,° ound Nail & Disc
,I , < 24 OAK \ , I . I \ \�l ,� ` Stamped "GMA" Rate Map Information
i Found Nail &Discm ,, , *tiaN. , 4.42+/- \acres / \ `,\ ; :�:. N `4511:eO 8. The basis of this survey is the legal description provided by the client.
Stamped "GMA" 011 I \
N 4566.36 ;III , I \Y ' , ` E 5188.79
E 4662.53 QI I �, I, , I i _ v t I k16"
.h ,>'tiY ;' a°° \ \` . -=
�, +` + ,,+,\ ____e QF Rw A� 9. Maptech, Inc. reserves the right to utilize this Map of Land Survey for any other purposes. Community No. 120123
" 'r OAK �o `� t -- IPE INv=18�8' K-- Community Name: City of Sebastian
Set 5/8 Iron Rod .� 0 2 �'' /I I�1� 1 I o,4K .\ \ \ .\� `\ �- �;,
/ cap Stamped
' \, a' I , I \ ` ,g %� _ Y Y
Maptech Inc 'PLB 7�25" I I !' a I ;: `„•`\ \-k,, �, e9y¢ d���r` ?,B----81TL�iT1..e' ± -
N 4566.39 I I! t f=N", ; # / - . I \\ .� \ _ �. \ --- z , 0 10. This Map of Land Survey is not valid unless bearing the signature and original raised seal of Panel No. 0090
1 I I , , •---T =-- ` _iZtiG�H �O_1T4�--¢ .! 0
E 4687.53 �, ; , d:: I I „ \�\, ., "� , - _ �; a Florida licensed Surveyor and Mapper. Suffix: E
6" P.V.C. WATERLINE , ,, o> T 1 �; I i 0 =78'57 03 `�oo`� "�'`• 1' i ASPHALT PAVEMKENL' N89'S8'03"WN
M I , ' ; , I o `\ aF \ I • , _ _ Effective Date of Map: May 4 1989
;� I• I! I- R=125.00 \� , <. N . °� x . p' y ,
M.E.S. ,; ;, I i I I r , 1 ' \ Ham' ',� M.E.S M.E.S Flood Zone: X outside of the 500 year flood lain
; M d ;, I +- I i / , "' L=172.24 , \•\\�PE INV=,�.b1 _ = 3' ;: 11. Dimensions shown are taken at the exposed areas of improvements. Underground footers, ( y plain)
' ; `O �' I 1 I I _1 ' ' ' ' `�' \` �`? ! "� OP OF BANK -_-�. , foundations, utilities or other subsurface features are not located for the purposes of this survey. Base Flood Elevation = not applicable
d +� `'a
W INVs17.99 I o f o� i 1 I i i I i \ .; = rrt _r
L O GRASS lO '� ' BANK
L 12. Certification shown hereon is for latest date of survey or latest revision date whichever
r 0 DRIVEWAY I �IyC' .>m I I i 1 I I I I w i U'' \\�_-s,-------� - �,
M.E.S. ROD I I- I I r z I 14 OAK ,141 z M.ES, applicable.
Q w INV-18.36' ':+ ry 1 I \Lr) I 4 s I 6.00' 11\ �; ijc 1NV=18.53 PP
3W � M.E.S. ,!'.� ! If+1 I I I \ 1 I I s + j �.�� \ " ,
LI C INV 18.13 " , , , a + ; Set 5/8 Iron,Rod
O N �! ,. I I \ `` ► ; ` ,; ; ; `� wv/ eap Stamped 13. This drawing may not be reproduced in whole or in part without the permission of Maptech,
I W Q - ! \\� �� I i i I 1 1 ,\ \ / I l�,�vpj; i Maptdch Inc LB 732 Inc.
W Z o " if i I 10 A / t `� \ +` 6' UTILITY AND "�--_ _ _ :; f l ii� N 4489.28 ■
- inm _ I g is Certified to:
}� E 5164.86 This Drawin
�a o "'�+ ` i\ DRAINAGE EASEMENT ;11 fk +
o m `c' o M.E.S. '~ ~�,' a' ' a ' `" `. �, \ P.O. 7, PG. 56 ', -1-- - ;� �. � ,' 14. Underground utilities, if shown, have been located from the visible evidence of same. The City of Sebastian
in c� INv=t6.�3' 1 III ! I +` 30 DRAINAGE RIGHT-OF-WAY / rr i ,
Z Ld f Y ;Q; ; \ ; \ P.e. 7, PG. 56 INDIAN RIVER / ;I ,' Utilities and other subsurface features may be shown based on maps of record or other sources WCGINeel-Schaffer, Inc.
I ! I \\ / COUNTY PUBLIC RECORDS. / I ' ,'%' { '�/ of Utility location information. The undersigned Surveyor makes no guarantee at the
Q ,, _� - ;rs^ �� ,, I \ I � r Y g Y g ^ that ,
Set 5/8 Iron Rod 0 9
j,U aim CONCR Ia `\' I ' ! �' 1 d \ I �''"-+�"` BLOC 372 underground improvements shown comprise all such utilities in the area, either in service or
w/ cap Stamped DRNEWA C� I ! ��' \ , I I " ,��`I
Maptech Inc 'LB 7325 V ° 0- I:' +� I �; » -' I ; Q� d abandoned. The Surveyor does not warranct that the underground utilities and improvements ,n `
N 4362.25 OAK
Q 11 ' , M s. I I ' 1 �� shown are in the exact location indicated although the are shown as accurate) as possible
E 4687.76 I. I. ' 11 * 7.00' / \ - I I 1 a I I I g Y Y
- - � - - - - - - - - - - _ - - - - - - - - - - - - - _ - - - - I �, I PIPE, based on the information available.
-i - - �-
,, , / - - -7 -,- -I- Ts=- NVg19.63
\, p \ I 20 UTILITY AND I t' I
+f o ¢� DRAINAGE EASEMENT I ¢ o '_--:+- 6"C.P.P.
TOP OF BANK „ ' � ,'M.P. �_ � -- � -__ �' \ �=° \.� � _
10+00 - - _ _ - 11 ` �I t. 12-> �0 _ 18 _--- N -- 13+00 _+ - - }40� _ _ P•B• 7. PG. 56 15+00 --'-� - __ _^ 6' d0 17+0017+25.72 15. No evidence was observed that indicates the site being utilized as a solid waste dump,Surveyor's '
IMrv=;6.27' `� N x M.E.S.- `,=j6p� _ br :_ ___ ,: _ _r �__� ___ __ -_L _� ; � _ - 4. , , _�,� _;__ _�� ,:. - - - - sump or sanitary landfill. No observable evidence of recent street construction sidewalk If ICatlon 3
r" \ x5 " R..P. tl / iNV=16#9 - _ k --�� ---' -_ , i6P on- -par - .c �----- `"` - - -- -------- '
_ 2, x`. e r
-------------------- "------- '----"4 - 6--------------_____ --'-----'--�16 --"-- --_ I"+ _--_� 30' DRAINAGE RIGHT-OF-WAY construction or repair was noted b the reviewingSurveyor.
- -
-- -- -- P-- - - ---� - N.. -- ----- _____ - -- �,y R Y, t above captioned Map of Land Survey
--- f � "� - "- RIVE I HEREBY CERTIFY, that the
M.E.S. -- M.E3`-=------------- -�6 ----r� --- _-_----__--__ _= __- _ _____-_________-- � _----------- �--------DTfCH BOTTOM o
------ - -----fig=_'T COUNTY PUBLIC RECORDS.
_ - - - - - iNv_14.9,' �; ,-Y_;_-------{ ; ___", _____P __ ____ __________-- e__------- .. and the field Survey on which it is based is true and correct to the r
_- - ! 1 --'- Q � e - _ - _ - ---�E "'--►-r----= �____-_r - �,. �--_ _ - - -=--__---_-z _-..� _ ____________ ___74P_OF_BANIS___ - '' 16. This surve does not determine ownershl of the sub ect ro ert r i '
---------------- ��_-_-=--_-�=�-- .�.. -- ------------_- ='°Z�� Y P 1 P P Y o is adjoiners. b t --- -+Y e, r'�' - M.E S_; - - % - - - - - - - - - - - - - - - - es of my knowledge and belief as prepared under my direction and
TOP OF BANK r / IN\%15.40' i I / ' / " PIE supervision. I further certify that this Survey meets the applicable Found Nail &Disc s i f - / set 5 8 Iron Rod I ,B.ao' 17. The tree locations shown are noted as a requirement of the survey; however, these trees
Stamped GMA w/ cap stamp d requirements of the Minimum Technical Standards for Land Surveys in
E. 0.58' N. 1.00' ` f ' I-' Maptech inc B 7325" shown do not comprise all of the trees on the subject property. The trees indicated are labled Y
N 4348.23 25. 0' 4 .00'P` N 4361.99
the State of Florida (Chapter 61G17-6 Florida Administrative Code)
E 4663.36 + E 5140.05 subjectively to the best of the ability of the field Surveyor. pursuant to Section 472.027, Florida Statutes.
r \i � NV-18.33' �
s P.V.C. WATERLINE BL_O K 372
18. Maptech, Inc. Is licensed to provide Professional Surveying and Mapping Services by the
Florida Department of Business and Professional Regulation, pursuant to license no. LB 7325. Maptech, Inc.
�- Latest Date of Field Survey 06/04/04
DESIGNED N/A DATE N/A
MAt� BOUNDARY AND TOPOGRAPHIC SURVEY SCALE SHEET NO.
DRAWN RAE DATE 6/8/04 MAPTECH INC �°01-ake °�"a tests m
a�WV91 A129 an�vP"A10- M Fiorlda 32980 1A�40'
CHECKED CER DATE 6/9/04 .�7-Beo-B76,�fa>v407-B110->792 Tract "0", Black 372, SEBASTIAN HIGHLANDS UNIT 11 WWW.M1lpted1-&"8y.001n JOB NO. 1
Charles E. Rossi, P.L.S. Date
APPROVED CER DATE 6/9/04 Plat Book %, Page 56 Indian River County, f=lo1'ida Professional Surveyor and Mapper
N0. BY REVISIONS DATE FILE NAME MT.04069.001(PERIWINKLE) PS®®L�11/X(G Q(�COIM®L90lIl'! o Gt�lI10T1llIGt�/®DI�Q�G�Q��41W7:7 Florida Registration No. 4798 MT.04069.001OF j
ALTA -
AMERICAN LAND TITLE ASSOCIATION
ACSM -
AMERICAN CONGRESS ON SURVEYING AND MAPPING
BM -
BENCHMARK
BOB =
BOTTOM OF BANK
(C) =
CALCULATED DISTANCE
CBS -
CONCRETE BLOCK STRUCTURE
=
CENTER LINE
C =
CHAIN UNK FENCE
CM
CONCRETE MONUMENT
CMP =
CORRUGATED METAL PIPE
CONC. =
CONCRETE
COR.
CORNER
C.R. =
COUNTY ROAD
D.E. =
DRAINAGE EASEMENT
1M
ELEVATION
Mia- =
EDGE OF PAVEMENT
F.F.
FINISHED FLOOR
FOUND
p,
Tl F
F
FLORIDA POWER do LIGHT
S. =
GLOBAL POSITIONING SYSTEM
=
HEIGHT
=
IRON ROD
IRC =
IRON ROD & CAP
M =
LENGTH
o
LICENSED BUISNESS
M) =
MEASURED DISTANCE
0
0