HomeMy WebLinkAboutMS-18-0000 - Supplemental - 0023 Iby StreetX.M
southburlington
VERMONT
March 26, 2018
VIA FIRST CLASS MAIL #70150640000781993815
Paul and Kathleen Guczek
23 Iby St.
South Burlington, VT 05403
Re: Notice of Possible Encroachment on City Land/City Center Park "Dumont Parcel"
Dear Mr. and Mrs. Guczek:
I am writing to inform you that based upon a survey of the City Center Park "Dumont Parcel"
completed by LaRose Surveys, P.C. (rev. 1/9/18) certain structures and/or fencing from your property
may be encroaching onto the City parcel. After some consideration, it has been determined that these,
encroachments will not interfere with the recreation utility of the Park and therefore no further action
will be taken by the City at this time. If in the future it is later determined that these encroachments do
result in a loss of recreation access or utility, or, for any other reason, the City reserves the right to take
action at that time.
For your records, I am enclosing the survey of City Center Park "Dumont Parcel" which was
recorded on January 23, 2018.
If you have any questions, feel free to contact me at (802) 658-7961 ex. 6101, 104 Landfill
Road, South Burlington, Vermont 05403.
Sincerely,
/ustin Rabidoux
South Burlington Public Works Director
City Engineer
Enc: Recorded Survey of City Center Park "Dumont Parcel"
cc: Ashley Parker, Project Manager
innn4n 7
Deed Reference: 121: 126
Total Area — Z49 ocree t
Zoning Dlv&kt• Pak & Reaeatk4n
Parcel Aw 09f0-00030
RMA
Location Plan n.t.s.
Survev Notes:
1. This survey has been compiled from field surveys and record evidence Including
the following plats:
a. Plot of Survey fa- the City of South Burlington in South Burlington, VT,
Vsrmonf , prepared by Laurence H. Wllis, dated February 11, 1975, and recorded in
the City of South Burlington Land Records, Map Slide U0. Page 130.1.
b. Sunnyview 11 Dumont Construction Co." prepared by Emerson, Abbott, Harlow &
Leedy , Inc., dated October 3, 1968, and recorded in the City of South Burlington
Land Records, Map Slide 90, Pogo 90.6.
c- Sunnyview !I Dumont Construction Co.", prepared by Emerson, Abbott, Harlow &
Leedy , Inc., dated October 3, 1968, and recorded in the City of South Burlington
Land Records, Map Slide 91, Page 91.
2 Bearings are based on static CPS observations completed on December 9, 2015.
S The public right—of—way of Barnett and !by Street is 50' per Survey in Note 16
J
and Book 104. Page 399.
J
4. This property may be subject to legal rights of others including aeAat,
y
subsurface, or ancient roads, if any, additional easements, restrictions, and/or
reservations whether or not shown hereon that may or may not be found in the
0. C
City of South Burlington Land Records,
S There may be wells, drilled, shallow or otherwise, that could affect this property.
2?
9 This survey depicts the boundary lines of the City of South Burlington and
5
abutting owners based on records as of July 6, 2015.
00
7. Reproductions of this sketch are not valid unless signed with a blue inked
surveyors signature.
City of South Burlington
Received fa Record
A.D.
at ----o'clock — minutes__—M
and recorded in _
attest: -- _
Town Clerk
Legend
Project Boundary Line
Adjoin- Boundary Line
-/R-
Iron Pipe/Rebor Found
CMF
Concrete Marker Found
• TBF
T—Bar Found
0 1ps
Iron Pipe Set
0
Calculated Point
•
Diameter (inside)
f
More or Less
AG/BG
Above/Be/ow Ground
(R)
Record Distance
Nf
Now or Formerly
°D_,
Utility Pole
—x—x—x—x—
Wrre Fence
— o — o — o —
Chain Link Fence
— o — o — o — o —
Wooden Stockade Fence
Woven Wire Fence
20'x190' temporary access S8477'56"W I
easement to benefit the City 20.00'
of South Burlington
City of
South Burlington !I I
104:399
�I
I
4 "µ, I
114.9I o
ah b
Johnston `
194:41
0 so 120 1e0 240 300
GRAPHIC SCALE 1 inch = 60 feet
telephone ate"
& cable 4'.4"
riser box_ 1' AG
_ NOTE., May 19, 2017 revision N07£ A: A Radius of f0.30" and interior angle
to correct error in Traverse. of 12526'18" were used to create the arc
shown hereon, based on deed calls and Survey
Note 1a. The deed incorrectly calls for a arc
distance of 18.313 feet, the said distance is
on possible encroachment — actually the long chord distance per Survey
south Burlington of shed Note la. fie current arc length is 22.55.
C;,W Center, LLC Z"
853:222 (deeded 120':0 g ns
179;518 Druzba
N82'06'01'E reF 1278:292 i
6" AG
451.29' s nkno.n
o.r: _Ih, y FjS �e0
1 1 ,dory IN. 10. J Ips
F �.T• 3/4y /
12• AG
.? c ...twty dM * t0
8 l a1nMg on ; - ONirnils flood.
nesburg
N730405"1
g0 _
concrete
catch basin
5 "Gucze)(- \
property is encumbered by 18.31' 4'33
an easement in this area, grove/ 394
see Book 127, Page 726 parking J b�•
• `siT
7eF see 'N07E A" 22' plastic \
6• Ac ulvertsh
onk— possible encroachment
drainage of wooden stockade fence 22" plastic '7' I
easement. lver
W uf
per survey S8 115.00' g' i�eunf�
Note fo
3gg:7
O
6ry
o
o
,a h\ \\\ \ 4
apparent encroachment h o(..latter
of choinJink Fence and lawn ti \ Haftef & Moore- 6.17'
wF 6 \� 1103.255
tY AG
e bar..
dpnl6eann � tam`
a a
Qh Rood
its
0 10" 3, '� to "Ninesbur9
CITY CLERK'S OFFIOFFICE
RecwivedJaf wq L3, 19:04",, �Q1 01
Rercn, C in �q �Cemer 5: 7d, c rebar found, on
-� 'S� O IPF below ground, constant with Iron Rod
Mo.Burlington i,:rl Records `�o �� 1 1/4y � called for in survey la.
4NEBt: Possible n stockade
�,�tK "11" ,`. bur, Caner 6: Calculated is point,
of wooden stockade fence ,\'� �'nv top determined using distances from
and shed o comers 5 and 6.
DORM S. Kinvft, CN9 GeFk � \ Corner 7. 1/270 rebar found, 20"
/ above ground, constant with survey
to.
p0 Corner 6: 3/4"0 iron pipe set flush
determined using angles and
distances from survey lb. Consistent
with distance from survey 1a also.
Op Comer 9 3/4'0 iron pipe set, 6'
12 a 0T above ground, determined using
17x190' permanant access �` angles and distances from comer 14.
easement to benefit the City / Consistent with distance from survey
/of
South Burlington 1a also.
o° Corner Table: comers 10 through /3: Calculated
IPF S3436'20"W 00' / points determined using distances
1". 11.20' '` .� The symbol %' denotes lnekfe from survey lb.
WAG b-t �� ��^ dkAmeter of q*kab/e Caner 14., 3/4'e iron pipe set, flush
b.wp O.i2 monumentotkn. , determined using distances from
O �O• �. comer 15.
.t oowAew Pont 584.06'14"W �•j•
fPS to CMF fp to Comer P 3/4"e iron pipe set, 3" Comer 15: iron pipe found 1 1/4'0,
345.43' (R) 45.38' '14' / ���� above ground, determined using 22' below ground with crimp top.
99 76' \ �Q J< distances bon su vey ia. Consistent with distances from
100.00, "16" Comer 2 1/2"e rebar set, 6' above survey to. Held as the controlling
i .17. �O Jr O� ground, determined using distances point for angles and distances for
o �eat� from survey la. corners 8 through 14.
rn P �6 0� •� Comer 3: 3/4'0 iron pipe set, 6' Comore 16 through 17: Calculated
Parks No �L6• above ground, determined using points determined using distances
'd S0548 v distances and angles from survs fa. from survey lb.
1 i 4.844' Norton 1 1188.205 N or C7 g r r
. rn Caner fi 3/4"0 iron pipe set, 6" Comer f$ Concrete marker found
1240:206 above ground, determined using 4"x4" 1' below ground. Consistent
Church i distances and angles from survey 1a. with with calls from survey lb.
n/f �
IF _ , plat showing a
N84'17 39'E — FF / survey of lands of
nu.b
_V-6W 100.19' cW
S84 01'51
49.81'
. ..............
The information shown hereon incorrect to the best
yl KEVIN
S •p
of my knowledge and belief and is based on a
— R•
* `:
-H o
collaboration of pertinent deeds, plats, parol, and
LAROSE
c
other recorded evidence, This plat was prepared in
��� `..No. 707
��*..........
accordance with and complies with Vermont Statute
0 o
Title 27, Section 1403, (a) through (a).
r d 02111115 by. KRL
e' Gr
os�
j6i y H a
Y
01/08/18 by KRL
mmpfled
yprepered
L57® UT -BUR INGTON
LaRosa SuT��y�, P.C.
Imd So—g-- Boandnry Com.ltnet.
W.ie &SepttcSy.temDe.sgee..
Barrett & lby Street
P.O.B_388-25AWveStr t
Ba.td,Vey _iO5443
South Burlington, Chittenden County, Vermont
802.4533818
wwwlaroeeeurnq..com
efa�t6ro..w y�.y.�m
July 14, 2015
_
PROJECT 115030