HomeMy WebLinkAboutSurveyDESCRIPTION:
"THE EAST 1/2 OF THE EAST 112 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 4,
TOWNSHIP 34 SOUTH, RANGE 39 EAST
TOGETHER WITH ALL IMPROVEMENTS CITRUS TREES AND THE CITRUS FRIIIIT CROP PRESENTLY
ON THE TREES"
MUNICIPAL ADDRESS 6400 KOBLEGARD ROAD, FT. PIERCE, FLORIDA 32958.
PARCEL No. 1304-211.0001-000-1
FOUND 4"x 4' CONCRETE
THE'ABOVE SURVEYED PARCEL CONTAINING 373,082.28$ F. OR 8.565 ACRES GROSS.
MONUMENT, NO ID.
FOUND 1 /2" IRON ROD & I. THE ABOVE SURVEYED PARCEL LESS RIGHTS OF WAYS AND ENCUMBRANCES CONTAINING 8.27
CAP STAMPED "CARTER ASSOC." ACRES.
SURVEYOR'S GENERAL NOTES AND REPORT:
40' QUIT CLAIM DEED 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED ONRVEYOR SEMAPPER THIS DRAWING SKETCH, PLAT OR MAP IS FOR
TO F.P.F.D.D. � RTH RIGHT-OF-WAY
INFORMATIONAL PURPOSES ONLY AND IS NOT VALID I
(D.B. 55, PG. 93) - - ST DAY OF - - - - - - - - - - *- - 1- - - - - - - - - - - - - - - - - - - - 2. THE LA FIELDWORK PERFORMED FOR THE INITIAL SURVf EFFORT WAS MAY 15,
/ } AREA ENCUMBERED BY 2 2018 SUBSEQUENT ADDITIONS, DELETIONS AND/OR UPDATES IF A Y, ARE REFLECTED IN
I 85' F.P.F.D.D. RIGHT-OF-WAY FOUND P.K. THE DRAWING REVISIONS.
o FOUND 4"x 4 CONCRETE 100' RIGHT -
MONUMENT YELLOW CAP OF WAY HAMILTON ROAD 25Th/ STREET SIN NORTH 1/4 CORNER 100.0' NAIL, N0 ID. O
N.E. CORNER OF 3. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMER CAN DATUM OF 1983
o STAMPED "C RTER ASSOC." SECT N 4 Z
NORTH LINE OF SECTIO. 4 s - 14.04 SECTION 4/34 39. ADJUSTMENT OF 2011, AND ARE PROJECTED IN THE FLORIDA STATE PLANE COORDINATE
r / SYSTEM, FLORIDA EAST ZONE (901) AND ARE REFERENCED TO THE ESTABLISHED AND
1 i o MONUMENTED LINE SHOWN HEREON LABELED AS THE BEARING BASIS.
1 BEARING BASIS S 89'36'23" E 3989.97� (9
.. _ S 89'36'23" E 2659.98' 0 ME.
FOUND 1 2 0 IRON ROD O !
13 9.99 / ) 1
4.: UNLESS ADIFFERENCE IS SHOWN; OBSERVED RECORD -DIMENSIONS ARE THE.SA
_ 1.45 ALL DIMENSIONS SHOWN `HEREON ARE DISPLAYED IN U.S. SURVEY. FEET AND :DECIMAL
o NO IDENTIFICATION o 8 .0'THEREOF.
O _, - - -. .,_ - _ 5 PARTS
-
-- _ , �. N
N
It
F SURVEY WAS
a0 00 SHOWN ON THIS MAP O
`' THE BOUNDARY DETERMINATION AND DELINEATION
f_
SURVEYOR PURSUANT TO
21 - - _ _ _ - THE REGISTERED X - _ - - .- -.- - - -- ,_-_ _ - _ �CQBLEG,gRD�20AD=_.- _ _ A ED UPON THE OPINION E
4 ZD / BASED O T
�-5-89'3623" E- -96753
1 -
: .. - - 1 -- _- PLY
1 ._ _ OF LAND SURVEYING IS NOT INTENDED TO IMPLY
NORMAL PRINCIPALS AND PRACTICES S
S 89 36 E 8 .5
. . 5O END TO DELINEATE LOCAL AREAS
45.00 K X 1
d
CONCRETE
OR OWNERSHIP. THIS SURVEY DOES NOT.INT
/ FOUND 4 x 4
ANY TER JURISDICTIONAL DETERMINATION.
50. SETBACK % OF CONCERN ORA OTHER
\\ MONUMENT NO ID.
0 ROD &
GATE
LINE
a 2 0 IR N � P THE
FOUND 1 \ T AND USE 0 FO N L - -.- - - . . - - BEEN PREPARED FOR THE EXCLUSIVE BENEFIT / 6, THIS SURVEY HAS
30.00 " x
85 F.P.F.W.M.D, v.
HEREON ONLY.
TER R FOR THE PURPOSES IDENTIFIED H 0 N
CAP STAMPED CAR : � \\ ' � � I � PERSONS ENTITIES HERON
' "
APPLIES ONLY TO THE
9 SURVEY MAP CANAL NO. 28.14 :, FOUND. 1/2 0 IRON ROD &. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS
ASSOC. \
I I \ 1
'z ; HE FLORIDA BOARD OF PROFESSIONAL
RIGHT-OF-WAY STAMPED CARTER � STANDARDS OF SET FORTH T
CAP STAM
�.
ADMINISTRATIVE CODE PURSUANT
AND MAPPERS iN CHAPTER 5J17 FLORID SURVEYORS 7
ASSOC.
I CONSTITUTES
. WAY
- TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO
0.44.
x � NEITHER GUARANTY NOR WARRANTY TO ANY INFORMATION. NOT SHOWN HEREON.
,
Y OTHERS AR
E NOT PERMITTED.
DELETIONS OR REVISIONS TO THIS DRAWING B 0
EXISTING 8 t WIDE ADDITIONS,N/n�.ED WRITTEN
j �•L TRANSFERRED WITHOUT THE ,EXPRESS
DIR
T ROAD
-. AND.THIS SURVEY MAY NOT BE TRAN
, IOR. AN OTHER
- -. I N-0FTHE SIGNING SURVEYOR. THIS SURVEY IS NOT. VALID F Y
x I - PERMISSO
L
I I
PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR:
ILU I
I y0.34
7. THE LEGAL DESCRIPTION AND MATTERS OF PUBLIC RECORD WERE FURNISHED. BY THE
f t x i �: , J BY THIS OFFICE FOR
16.00 _ CLIENT: THIS PROPERTY(S) WAS ABSTRACTED OR RESEARCHED B
1 f
' � I SCRIBED. PROPERTY IS SUBJECTTOENCUMBRANCES OF RECORD: THE HEREON DE
- `
RESTRICTIONS, RESERVATIONS EASEMENTS AND RIGHTS OF WAY OF RECOR
D, IF ANY,
s THE CLIENT,
Q I CENTERLINE OF : x , .� MATTERS OF RECORD NOT BROUGHT TO THE ATTENTION`BY TH.
p 50 LESS &EXCEPT
ROAD (TYPICAL) THEIR AGENT OR AS DISCLOSED BY A FURNISHED TITLE INSURANCE POLICY AND NOT
� INCLUDED. NO INVESTIGATION WAS MADE BY THIS OFFICE INTO THE VALIDITY OF ANY
_ - ,. x t3"a EASEMENTS CITED IN THE LEGAL DESCRIPTION OR FOR ANY ENCUMBRANCES NOT OF
25 20'- SETBACK I RECORD IN THE INFORMATION FURNISHED BY THE CLIENT. A TITLE COMMITMENT WAS NOT
LINE 66' RIGHT-OF-WAY FURNISHED TO THIS FIRM OR SURVEYOR.
Z x 544.86' F1P.F.W.M.D.
' N CANAL NO. 1 B. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE (5J17
- E.A.C.) JS SUBURBAN. THE. MINIMUM RELATIVE DISTANCE ACCURACY OF BOUNDARIES FOR
Wx :. 20 SETBACK '. THIS TYPE OF SURVEY IS Y FOOT lN7,500 FEET. THIS SURVEY MEETS OR EXCEEDS THE
x b --
II � LINE
STATED ACCURACY REQUIREMENT.
E. III 2 OF E. 1 2 OF
N.E. 1 4 A BEEN FIELD LOCATED AND SHOWN ON THIS SURVEY, THE
f WEST 3/4 OF / 9, WITH EXCEPTION TO WHAT HAS
N.O. 1 4 OF N.W. 1/
OF THE N.W. 1 4 x SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON
/ SECTION 4
. COMPRISE ALL SUCH UTILITIES IN THE: AREA; EITHER :IN SERVICE OR ABANDONED.
EXISTING 8 t WIDE
30 - - SET TEMPORARY BENCHMARK. SUBSURFACE AND/OR AERIAL ENCROACHMENTS, IF ANY WERE NOT LOCATED AND/OR
_. DIRT ROAD 9.56 FEET DEPICTED ON THIS SURVEY UNLESS NOTED OR IDENTIFIED,'
x : No.. 16EL.= i
1988 SEEVERTICALNOTES
NAVD ( )
PER APPEARS TO LIE WITHIN FLOOD ZONE X' OUTS.�E
T-OF-WAY I 10. THE HEREON DESCRIBED PROPERTY P
WEST RIGHT -OF
-WAY lx�o- �� -EAST RIGH SET TEMPORARY BENCHMARK
= 1 : 0.2% CHANCE), AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM) NUMBER 12111C0065,
No. 14'EL. 9.30 FEET x
• NAVD 1988 SEE VERTICAL NOTES) COMMUNITY NUMBER 120285 PANEL 0065, SUFFIX J, MAP REVISED DATE FEBRUARY 16, 2012,
- ( I 50' QUIT CLAIM DEED MAP INDEX DATE FEBRUARY 16,2012.
ti EXIST.CONC. x TO F.P.F.D.D.
PROPOSED RESIDENCE ADDITION $ h 600' ��' D.B. 55, PG. 93
z, x�x19 1g'11'�9• 1x1• ( I) G.P.S. NOTES:
�7 ENLARGEMENT DETAIL X gh �00 w APPROXIMATE -TOP OF WATER
N } : of ," a M 1. G.P.S. SURVEY METHOD. REAL TIME KINEMATIC (RTK)
SCALE: T'=30' ISTING n +f 4' m EL. 14.4' NAVD 1988
EX x xI 'max N w 2. G.P.S. RECEIVER TYPE: DUAL FREQUENCY LEICA GS 14 / CS 1S'GPS/ LONASS GNSS (GLOBAL
'1 •? - TWO-STORY x �--. ! a I NAVIGATION SATELLITE SYSTEM), SBAS, CODE AND PHASE ILI L2),
• s� x PROPOSED CO EKED ) GARAGE 5Y,6 +2. 1• PROPOSED RESIDENCE
n d x x \ C.B.S j V1 z 9 F.F.EL. 23.33 NAVD'88
ao PR POSED CONC. 4 WALK ENTRY EL 23 5 F.F.EL 22.61 •-- q s, - 3. THE ORIGINAL GPS RTK MEASUREMENTS BEGAN MAY 15, 2018 AND WERE COMPLETED ON
O1 _ I •" "+°' _ •-+�.' -` 2- ,. 6 a ?: - - -- -- - -.1,. ,. TWO LE CA DUAL FREQUENCY GPS RECEIVERS EQ IPPED WITH RT-SKI :(REAL
��`1 ,_ s...-- :. MAY 15. 2018. ,_ _
w � L... \. i NAVD 88 .,._: __- ..- , - NAVD"88 .q •;r,, , ,. ,... ' _ .�: , """_ _,a *
i•' p _ _. _ _. , M Oyl ._ -- _aF sE a Ia MEASUREMENT CAPABILITIES WERE USED TO GATHE GP DATA. TYPICALLY H BASE
N. ,. „+s_ e ,�, zg ,•u 'r;°,. '1•, y. TIME ) ,
-�. -"�-- - - - Q7 1 M "�' RECEIVER 15 SET UP ON AN ESTABLISHED. CONTROL STgTIN WILFj A ROVING RECEIVER
Lo
+Tf.4 O f z a I ; MONUMENTS,IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND
L PROPOS D AC EXIST. CONC. C 2 x x o- P
_ - PROPOSED w k + +19 i PROP. 900g1 SEPTIC TANK LOCATES EXISTING -
1 Q 2 : CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE. COMPUTATIONS AND
CONC. PAD EL. 22.83 Y BENCHMARK r L •0 & 375s.f. DRAINFIELD DETERMINED VIA RADIO /MODEM LINK WITH THE BASE
1. SET TEMPORARY 4ll ^ PRECISION INFORMATION ARE DETER N
r -••- § NAVD 88 9 ,
AY _ N HIN 563s.f. OPEN AREA KNEW �� L. 21.42 FEET WIT STATION AND RECORDED AS THREE DIMENSIONAL.30 POSITIONS,
Il 130.0 I } r. R t53.9x z M1,+tea o
NAVD 1988 SEE VERTICAL x�� x x 9 ,ry ONSTR C (z fl � 1 „
REC 5 k
0 0 i ` INFINITY,
30.0 x + f.e • x- I a 8 g EXISTING 18 C.M.P. 4. GPS. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTE USING LEICA I ,
... 20A 9 TOP OF B NK NOTES) 0 �., .g 'HdA. 2,f. L i x. t
32. 1 �, x �x � g 5 � E. INV. = 14.83 '
0 22.33 - , - , C- � 5O 1 a VERSION 2.1.0
,g o 82. 2 ry' 16 b; M1 W. INV. = 15.85
TING 14 x18 SHED EL. 19.51
r : EXISTING s M1 zo.B h I
'IIII�-1 SURVEY IS AS FO L WS:
I ACCURACY RT 1 L a x THE HORIZONTAL TARGET ACLU C 0 THIS EXIST. +2t9 5:
I
NAVD 1988
a
9 z ti � S
-. i L. MM 1PPM RMS HORIZONTAL: 8
I CONC.
,y 18.7 )
. 1 1
+?PO ,.0 15.3, 17.3 L 1� _\ u, 1 VERTICAL: i5MM+1PPM (RMS)
Ii75.01 2 21.
49 TrL. 3.3' 15.3 3.3' CONC. PAD '�.- x 1' EXIST. 0:. 1 c : ' L.....
" - 6. HORIZONTAL POSITIONS OF SITE CONTROL WERE ESTABLISHED U ILIZING THE FDOT.FPRN.
WOOD 0 a EXISTING 10- P.V.C.
�", I �'! APPROXIMATE TOP OF `WATER 0 "MAX" NETWORK CORRECTION. LOCAL SITE CONTROL VALUES ARE NETWORK CORRECTED
M PROPOSED EL. 21.0' NAVD 1988 x / DOCK E. INV. = 15.61 POSITIONS.
<C EXI T. BS PROPO I (ADJUSTED)
�W�;qSL RESIDENCE 8 x 2f,e 2/'t W, INV. - 1b.84
f 22. F.F.EL 23.33 r s� APPROXIMATE TOP OF WATER 9• g. Oti + +1d8
W ) 14.g1 EL 18.5' NAVD 1988 ryt6' EXISTING POND21 VERTICAL AND CONTROL NOTES:
oNAVD 88 x ix Xx 19.5 TOP OF H2O a EXISTING FURROW
1 -NORTH:AMERICAN VERTICAL
REFERENCED TO THE' . 1 ' � THE ELEVATIONS SHOWN HEREON ARE REFERENC
r 1E
r � I g �
� I � 1.0 NAVD 88 EL 2
I' - DECIMAL PARTS'
F 1988. NAVD. 1988: AND ARE DISPLAYED IN U.S. SURVEY FEE .AND
DATUM O
I 5 ( )
o )
6
I �
c a EAST LINE OF THE x x xx f ��'I, to
�THEREOF:
EXIST.
gz2a
9 _ kXISTING 8 P.V.C: .7 a 4 1
i6 OF N.E. 1 1
T 3 4 THECONC. M z1 WES / / 6 x 6c � OF N.W: 1/4 OF SECTION 4 �tk +2f9 2a9 x}xE. INV. = 20.45
a 20 PORCH 2OW: INV.'= 19.71 ORIGINATINGSENCH MARK(S).
o 2I N x +f89 +19.6
O.d6 x n I: q 17.3` +19.3 NGS "Z 644. 2005" = DISK IN TOP OF CONCRETE MONUMENT LOCATED SOUTH OF OSLO ROAD
:. 30.7
I x xl. - HE DEAD END 58 HAVENUE 32,2.FEET SOUTHEAST OF THE CENTERLINE OF, 58TH
AT T
„'► : 1 ti � 6 ?' 10.0 ry`b. e EXISTING: TOP ....AVENUE AND14.8 FEET WEST-NORTHWEST OF A 16 PIPE OVER A CANAL. ELEVATION 21:00
ti ti ,�
M1. - x OF BER
M
�. _8 .43 RICAN VERTICAL DATUM OF 1988 NAVD 1988).
� � 22.33 4 WIRES-... a
FEET NORTH AME A
_ k FENCE I 4 = TOP OF 1/2"0 REBAR/CAP STAMPED "TRAY. PT. LB 205"
STING �^ I' EAST :LINE OF THE SET TEMPORARY BENCHMARK No i
EXISTING I +19.J` ..SEE SKETCH
TWO-STORYry x x 1 4 :ELEVATION 19.30 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD 1988)
) * € OF SECTION
OF THE N.W. /
C.B.S.GARAGE ' y OF SECTION 4. ACREAGE TABLE: FOR LOCATION.
I. \ I ,x
�. \ F.F.EL. 22.61 :..8� } i6.g +17.4 � ' � ' - a & EAST 1/4 SECTION LINE SET TEMPORARY BENCHMARK NO. 15 =. TOP OF 1/20 REBARICAP STAMPED "TRAV. PT. LB 205
N f _,..�-..•,.-w.�-nr...e , x . VO 1988). SEE SKETCH
- I +1 .B NAVD'88 ELEVATION 2 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (N,
® *' W 4' WIRE - AREA ENCUMBERED BY S. 45 OF N. 85 0.29 ACRES {oRLOCATION.
° OF EP.F.D.D. RIGHT-OF-WAY NORTH AND
//////////Ilya`*� I- FENCE = 12" RE AR/CAPSTAMPED 'TRAY PT.LB205"
��C PROP. 900g SEPTIC TANK x U7 x �.. SET TEMPORARY BENCHMARK N0. 18 TOP OF / 0 B
ADJACENT TO SUBJECT PARCEL
PROPOSED & 3755 1:-DRAINFIELD � X � 1 6 : -.ELEVATION 19.58 FEET NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD.1988). SEE SKETCH
\ SWALE: WITHIN 563s f. OPEN ARE W 31.39,.. I-.. 10' M11 FOR LOCATION.
L J11 I x 0.80 ry; 5
- Xa J.4 '
FOUND 1/2-0 IRON ROD & I 30 ETBACK wm LEGEND
CAP STAMPED" "CARTER" FOUND 1/2"0 IRON ROD & LINE 0WATER METER EXISTING
LL
ASSOC." CAP STAMPED CARTER L _ _ - - E--- ANCHOR & GUY WIRE m TEL PHONE\ ATV RISER P.O.B. POINT OF BEGINNING I
ASSOC. LR.C., FL. INDIAN RIVER COUNTY, FLORIDA
1' /� 966.71' �, 1 50't• -� STGN �i SANITARY CLEAN -OUT P,O.C, POINT OF COMMENCEMENT
N 89-14'52" W 28 23-
` S 9994'52 E 1328.9T X : 20.50� X X X 20.22 ® DRAINAGE .CATCH BASIN Y,I `YARD LIGHT ORB OFFICIAL RECORD BOOK
X SANITARY SEWER MANHOLE ® ELECTRICAL RISER PG PAGE
2 SOUTH LINE OF THE N.E. 1 /4 - " DRAINAGE MANHOLE MAIL RECEPTACLE LR.F.W.C.D. INDIAN RIVER FARMS WATER CONTROL DISTRICT
c� OF THE N.W. 1/4 OF SECTION 4 FOUND,1/20 IRON ROD & OD
TV30-.00'
-QE- ELECTRICAL METER LR.F.C.SD: INDIAN RIVER FARMS COMPANY SUBDIVISION
-J47R45 'CAP STAMPED "CARTER OVERHEAD ELECTRIC ' S.L.CO., FL ST, LUCIE COUNTY, FLORIDA
ASSOC." pd WATER VALVE DIA. DIAMETER F.P.F.D.D. FORT PIERCE FARMS DRAINAGE DISTRICT
I , IRE POHYDRANT
EDP EDGE OF OF WAY
C.B.S. CONCRETE BLOCK STRUCTURE
FI
t.iFN.SETBACK RQ. L.P. LIQUID PROPANE x22.0 EXISTING VERTICAL ELEVA ON
m I .`RECEIVED I (P) PLAT DATA L.P. CONCRETE
PE
(0) OBSERVED DATA 22. PROPOSED VERTICAL ELEVATION
y 3•-Ro
SWL -SWALE PROPOSED CONTOUR AND ELEVATION
:I ..^.^.TES MAR 2 2 1R11 (C). CALCULATED :DATA EXIST. .EXISTING
SIDES
S ® (D) DEED DATA SRC SET 1ED DIAMETER X 18° LONG REBAR/CAP
PROP. ' PROPOSED STAMPED "CARTER ASSOC"
CNIrs�.fi Permitting Department D.B. DEED BOOK STAMPED "WIT.COR. L@.2D"
No xn4� - :StLucie Comity F.F.EL. FINISH FLOOR ELEVATION SRWC SET 1/2" DIAMETER X 18" LONG REBAR/CAP
GRAPHIC SCALE
100 0 100 200 300
SCALE. 0 Inch = 100 Feet)
A
®
ADDED SETBACKS PER COUNTY
SG
03/19/2021
i77
ST. LUCIE COUNTY COMMENTS DATED 1/25/2021
SG
02/12/2021
22
SITE PLAN AND DRAINAGE
SG
01/06/2021
ADD SEPTIC SYSTEM PER CLIENT
FSC
01/02/2019
NO.
I REVISION
BY
DAT
TEL:
JAMES WRIGHT
6400 KOBLEGARD ROAD
FT. PIERCE, FLORIDA
a,l o i 33g
CERTIFIED TO:
JAMES WRIGHT
t ��o=
+, DATE : MAY 29, 2018 SHEET
Setril Florida CARTER ASSOCIATES, IN:C. =' Ua3`. PROJ,# 18-410S S®UN®ARY &. TOPOGRAPHIC SURVEY
Singe 1911 .. , DRAWNBY: SG: WITH PROPCSED SITE PLAN
1OF1
CONSULTING ENGINEERS AND LAND SURVEYORS °' r APPD.BY :FScTHEE 1/2 OF THEE 1/2 0�THE: �JE 1/4 OF THE NW 1/4,
a PLOT BY :Scott Gruber
1708 21st STREET, VERO BEACH, FL 32960 7."ArE FILENAME: 18410S.dwg SECTION 4, T 34 S, R 39 E, ST. LUCIE COUNTY, FLORIDA
DAVID L. LUETHJE, PSM SIG AT RE D
TEL: (772) 5�2-4191 FAX: (772) 562-7180 REF. # : 18601C,083795,729/74+
FLORIDA LICENSE No. 5728
FAX:
COPYRIGHT®YO18 cadarAcoundg a,Ipc..T.dated ma",and a„paay lot bereprod ced,<,hap,ppama«adaed,orc changed anyamla�paadr«paaonly enPear ,ps of Cancer am theInn. CARTER CARTER ASSOCIATES,.ING,'' COA 205 1 LB 205 F.B. & PG. : 867WP/12+:.. Dwg. #: 20978-C
!1n were otlginally Isaued This dwunyd, and saeoGabd elaclronlcfllae may not be reproduced, copied, reNaed, modifietl, wMenped In enyweywXM1OW tlta wtlllao pa,miaalon of Cadar As am Inc.
I
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