HomeMy WebLinkAbout828-997AFINAL SUBDIVISION PLAT OF:
A TWO LOT
SUBDIVISION OFA PARCEL OF LAND SITUATED IN SECTION 2
CERTIFICATE OF OTOWNSHIP 10 SOUTH, RAN/' 85 EST OF THE 6th
P.M.
Know all men by these Presents that the undersigned, being the owner, mortgagee or lien holder of certain
lands in the City of Aspen, Pitkin County, Colorado, described as follows.
Parcel 2, Park Trust Exemption Map according to the Final Plat recorded July 31, 1980 in Plat Book 10 at Page
5A
COUNTY OF PITKIN
STATE OF COLORADO
Excepting therefrom the Denver and Rio Grande Western Railroad Right -of -Way, recorded as Reception No. 136967
of the Pitkin County records.
Also excepting therefrom that property recorded as Reception No. 466499 of the Pitkin County records, which is
described as follows:
located over a portion of Section 2, Township fO South, Range 85 West of the 6th Principal Meridian, County of
Pitkin, State of Colorado, being described as follows.,
beginning at the Southeast Corner of Lot 5, said Section Z -
thence, along the south line of said Lot 5 N8815'48"W, 436.30 feet to said south line's intersection with the
northerly continuation of the existing fence line as referred to in deed recorded in Book 351, Page 144 of the
Pitkin County records,-
thence,
:cords;thence, along said fence line through the following courses:
N.13°50'57''', ff4.50 feet; Nf2°44'56"E, 284.79 feet; and Nf2°34'48"E, 263.95 feet to the top of a steep slope
above the _Roarmg Fork River, -
thence, leaving said fence line, along said top of slope through the following courses;
S.59°34'09' E, 03.27 feet to a point on a non -tangent, f000.00 foot radius curve concave southwest, a radial
line to said pont bears N57°12'53"E, southeasterly along said curve, through a central angle of 1016'53" a
length of f79 45 feet; S 07°11'09"E, 50.03 feet; S.2118'17"E, 44.53 feet; S.05°31'10"W, 3200 feet; S,10032'00"E,
45.00 feet to ece beginning of a tangent, 40.00 foot radius curve concave northeast; southerly, southeasterly,
easterly and northeasterly along said curve, through a central angle of fO9°11'30" a length of 76.23 feet;
S25°20'41"E, 4224 feet; S35°09'29"E, 43.07 feet; S20°30'32"E, 50.20 feet; and S27°41'19"E, 1740 feet to
said top of slope's intersection with the east line of said Lot 5;
thence, along said east line, S4°08'52"W, 135.85 feet to the POINT OF BEGINNING.
Said parcel of land containing 29.077 acres, more or less.
does hereby plat this real property under the name and style of Final Subdivision Plat of Parcel 2, Park Trust
Exemption. City of Aspen, Pitkin County Colorado.
7 44-4,
Executed this day • of i `---------, A. D. 2005.
--`
Owner The Oct of, Aspenor -
B _-
Mayor fclenandea�td
/0 CITY OF ASPE4`
CITY MANAGER `S CW 110E
f36 SOUTH GALENA STREET
ASPEN, C040RADO 81611
-�
Attest �'-
City Clerk
State of Colorado)
SS)
County of Pitkin)
The foregoing instrument was acknowledged before me this _ r day of l ___, 2005, by Helen
Manderud as Mayor of The City of Aspen.
Witness my hand and official .seal
'.
Notary Public
_� f€
My -Commission Expires: �L 1P� .•„-
My Address Is.' = -- _ '.1 ¢ C�
t.OUNC,:A_
L PPRCVA
TY � '
.his anal Subdivision Plat of Parcel 2 Pari: Trust Exemption was reviewed and approved by the rlt Co ncil o�the City of .Aspen on the day
Of _ j ____, 2005, as Ordinance No. �� Series of 2005, and recorded as Reception. No _ ��_`"_ of the Rea! Estate records of Pitkin
County,° Colorado.
Signed tni = day of __—___ 2005.
YOR
A TES,.
CITY CLERK
VOTES
1) DATE OF SURVEY: MAY - DECEMBER 2003;
FEBRUARY - JULY 2004.
2) DATE OF PREPARATION: MAY, 2003.
ucdated JANUARY 2005 AND APRIL 2005.
3) BASIS OF OF BEARING: A BEARING OF N 38'05'44” W BETWEEN THE FOUND
NGS STATIONS S-159 AND Q-159 PER THE 1998 CITY OF ASPEN/DREXEL
BARRELL CONTROL SURVEY WHICH ESTABLISHED A PROJECT BEARING BASE OF
N 04'41'16" E BETWEEN THE W 1/4 CORNER OR SECTION 2, A FOUND BLM
BRASS CAP AND THE NW CORNER OF STATION 2, A FOUND BRASS CAP IN
CONCRETE L.S. #9184
4) BASIS OF SURVEY: THE RECORDED PLATS OF THE QWEST/CITY OF ASPEN
SUBDIVISION EXEMPTION FOR A LOT LINE ADJUSTMENT, THE BOUNDARY
SURVEY OF BAR/X RANCH PREPARED BY ROCKY MOUNTAIN LAND SURVEYING
INC., THE BURLINGAME RANCH SUBDIVISION AND BURLINGAME SEASONAL
HOUSING SUBDIVISION/P.U.D, AND RED BUTTE RANCH SUBDIVISION/PUD,
VARIOUS DOCUMENTS OF RECORD AND THE FOUND SURVEY MONUMENTS, AS
SHOWN.
5` THE FINAL PLAT OF BURLINGAME RANCH SUBDIVISION HAS BEEN ROTATED
' 00'47'19" CLOCKWISE TO MATCH THE PROJECT BASIS OF BEARING AS
OUTLINED IN NOTE 3. THE FINAL PLAT OF RED BUTTE RANCH SUBDI'JISION
HAS BEEN ROTATED 00'51'36" CLOCKWISE TO MATCH THE PROJECT BASIS OF
BEARING AS OUTLINED IN NOTE 3.
N -CE ACCORDING C COLORADO -AN `:'O !,A.,ST COMM.C_ ANY -70A-
ACTION
GA_A TION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YO FIRST DIS OVER SUCH DEFECT. N NO EVENT MAY ANY ACTON
BASED
BASED JPON ANY DEFECT h THIS SURVEY BE COMMENCED MORE -HAN TEEN
6) THE LOCATION OF TRACT B, GEORGE PLACER CLAIM WAS ESTABLISHED FROM
THE POSITION OF SAID TRACT B AS SHOWN ON THE RECORDED PLAT OF RED
BUTTE RANCH SUBDIVISION OF WHICH TRACT B IS A PART. THE LOCATION
SHOWN THEREIN IS CONSISTENT WITH THE DEED OF RECORD FOR TRACTS A,
B, G, & D GEORGE PLACER AND THE TIE FROM THE REFERENCED CORNER No.
6 TO THE SOUTHWEST CORNER OF SECTION 35. NO OCCUPATIONAL EVIDENCE
OR ORIGINAL SURVEY MONUMENTATION WAS FOUND AS APART OF THIS
SURVEY TO ESTABLISH TRACT S: THE PLAT OF THE PARK TRUST EXEMPTION
MAP DOES NOT COMPLETELY TIE TRACT B TO ITS BOUNDARY TO DETERMINE IF
THE RED BUTTE SUBDIVISION LOCATION FOR TRACT 8 IS IN CONFLICT WITH
THAT PLAT'S LOCATION.
73 THE DAIMING FROM THE DENVER & RIO GRANDE
DEED OF RECORD QUIT CL
WESTERN RAILROAD COMPANY TO THE CO
UN7Y 0F PI7KiN A__ RIGHT, TITLE,
INTEREST, CLAIM AND DEMAND- IN THE RAILROAD ROW (RECEPTION No.
136967} ESTABLISHED THE TRANSFERRED ROW AS 100 FOOT BEING 50 FOOT
WIDE ON EACH SIDE OF THE CENTERLINE OF SAID RAILROAD COMPANY S
ASPEN BRANCH MAIN TRACT. THE EXISTING TRAIL, WHICH IS LOCATED IN
THE BED OF THIS TRACK, ALONG WITH THE EXISTING ROW FENCING WAS
UTILIZED IN ESTABLISHING THE RAILROAD ROW, AS SHOWN HEREON.
8) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS
ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF
RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS-OF-WAY
AND /OR TITLE OF RECORD, SE RELIED UPON A TITLE COMMITMENT
PREPARED BY PTKIN COUNTY TITLE, INC., CASE NUMBER PCT17979F,
EFFECTIVE DATE MAY 12, 2003 AND THE ITEMS OUTLINED IN NOTE 3.
CITY OF ASPEN, ; COQ' NTY OF PITKIN , STATE OF COLORADO
SHEET 1 OF 2
NW CORNER SEC 2 WC AP11 REB R/CAP
FOUND 1973 BRASS CAP C.U.E. 3317IL_ /BLE REBAR/CAP
IN CONCRETE LS #9784, RoBAR/CAP 1 1973 2.5" BRAS d&6 T L.S. #20151
\
L& #15710-, 1 ! ,_
88°27'46 E - 1328.27'
350. 00' ----—.-----= ,--------
-_—�
139.79 � 732.2b.�
N
GOVERNMENT LOT 5 OF SEC 2
AS ESTABLISHED BY ADJOINING PLATS-,
ZA
GROSS AREA PARCEL 2
f 454 613
33.324
REBIXlR & CAP
t�
° `3
SOUTH LINE OF <
L� #27936-
3.914
RE$ARJCAP .. , 65
crUU Tr{yyEc7 CORNER
29.077 1
,W.
P,4
ILLEGIBLE-
ai
1, 033,706
170,512 sg.f#. #
FOUND REBAR & CAP LS #9184
232,895
5.346
J. 914 nares r
1,266,60f09.077
I
l i
y�
o�
'-4
W 174 CORNER SEC 2 '
O\
REBAR/CAP
PARCEL 2 L.S. J28643-11
PARK TRUSTIEXEMPTION j
t
1,266,60) sq.ft.
o
29.077 acres t j
'4q;
n
a
O
1 OVERLAP BETWEEN SOUTH LINE
USE TABLE
N
GOVERNMENT LOT 5 OF SEC 2
AS ESTABLISHED BY ADJOINING PLATS-,
ACRES
GROSS AREA PARCEL 2
f 454 613
33.324
REBIXlR & CAP
14500'
SOUTH LINE OF <
V=
L� #27936-
3.914
EXCEPTION
crUU Tr{yyEc7 CORNER
29.077 1
,W.
P,4
j GOVERNMENT LOT 5 I
ai
1, 033,706
170,512 sg.f#. #
FOUND REBAR & CAP LS #9184
232,895
5.346
J. 914 nares r
MS B GI BERING
CIVIL CONSULTANTS
502 MAIN S'T'REET, SUITE A3
CILA IRBONDALE, COLORADO 8i61123
(970) 704-0311
_ -'•uN #4664 9
Sf3°50'57"W
114.50 '
REBAR/CAP
. S. #28643
ME
SECTION 35 T9S R85w,
SECTION -2, TOS R854V
TELEPHONE EASEMENT
AND RIGHT-OF-WAY
0.333
36967
REBAR/CAP
L. S. #20151
CORNER BEARS
N30'56 56"W 6.56'
EXCEPTION PARCEL
POINT OF BEGINNINC
l
f
SOUTHEA S7 CORNER
x f
GOVERNMENT ;C7 5. SEC 2
REBAR/IRP -� � #28643
C P PT-TTC SCI
I
100 200 1 400
( IN FEET )
1 inch = 2QD ft.
NR
LAND
USE TABLE
N
S .FT j
Q
ACRES
GROSS AREA PARCEL 2
f 454 613
33.324
R R. RO W'
14500'
SOUTH LINE OF <
V=
GOVERNMENT LOT 5, SEC 2=
3.914
PER PARK TRUST EXEMPTION MAP
1, 266,60f
29.077 1
,W.
SOUTH LINE OF
GOVERNMENT LOT 5, SEC 2 -'
1, 033,706
BURLINGAME RANCH SUBD7V.ISION
�i
232,895
5.346
i
1,266,60f09.077
I
l i
y�
-
W 174 CORNER SEC 2 '
FOUND 1954 BLM BRASS CAP -.
MS B GI BERING
CIVIL CONSULTANTS
502 MAIN S'T'REET, SUITE A3
CILA IRBONDALE, COLORADO 8i61123
(970) 704-0311
_ -'•uN #4664 9
Sf3°50'57"W
114.50 '
REBAR/CAP
. S. #28643
ME
SECTION 35 T9S R85w,
SECTION -2, TOS R854V
TELEPHONE EASEMENT
AND RIGHT-OF-WAY
0.333
36967
REBAR/CAP
L. S. #20151
CORNER BEARS
N30'56 56"W 6.56'
EXCEPTION PARCEL
POINT OF BEGINNINC
l
f
SOUTHEA S7 CORNER
x f
GOVERNMENT ;C7 5. SEC 2
REBAR/IRP -� � #28643
C P PT-TTC SCI
I
100 200 1 400
( IN FEET )
1 inch = 2QD ft.
NR
LAND
USE TABLE
S .FT j
Q
ACRES
GROSS AREA PARCEL 2
f 454 613
33.324
R R. RO W'
14500'
3 .
0 3 3
EXCEPTION PARCEL
170 5f2-'
3.914
1 SUBTOTAL
1, 266,60f
29.077 1
LOT 1
1, 033,706
23.731
.�_T
LOT 2
232,895
5.346
NET AREA PARCEL 2
1,266,60f09.077
I
TITLE CERTIFICATE
hendersgned a duly-outho zed representative of Pitkin County `like reg o ed to vbusiness - Pitk County, C-0forada,
ne.eby certifies .het t,e person isted as owner on this map o;ds fee SIMpie title ;o the rec estate described hereon, free and
clear of all liens and encumbrances except for the lien of the mortgagee named hereon. Although we believe the facts stated on
this plat are true, this certificate is not to be construed as an abstract of 'tine, nor an opinion of title, nor a guaranty of title, and
't is understood and agreed that Pitkin County Title Inc., neither assumes nor will be charged with any financial obligation or liability
whatsoever on arty statement „o .m^ed Vie elr,.
_1�
A ..e-irgens
Address:--
STATE
ddress:--STATE OF COLORADO
SS
COUNTY OF PITKIN
f
The f»ce o g 7i e ertrficate was g m `h s — .- pay by g
acknowledged before e t __ u ZOOb, I c,. N; ens,
as _ of Pitkin Coun±y Title, Inc. L _°
MY HAND AND
_
My Commission Expires Vie;;-,,.,�. -_- ' -- PRISCILLA
My Address is: ---- v =t OA*i.
7 PRp---- ----
CITY ENGINEER'S APPROVAL
This Find Sub ivison Ptat cf Par el 2 Pp Trust Exemption was approved by the City Engineer of the City of Aspen,
Colored this.#j} day of 2005.
®� Y ENGINEER
CITY COMMUNITY DEVELOPMENT DIRECTOR'S APPROVAL
This Final Subdivision Plat of Parcel 2. Park Trust Exemption was a proved by Vhf Direetpr of the
Community Development Department of the City of Aspen this _ day of jF__, 2005.
. s
----------
DIRECTOR
SURVEYOR'S CERTIFICATE
I, Mark S. Beckler, a registered land surveyor, do hereby certify that I have prepared this Final Subdivision Pat of Parcel 2
Park Trust Exern #ion as laid out, platted, dedicated and shown, hereon; that the same is based on field surveys performed
under my supervision.; that this meets the requirements of a Land Survey Plot as set forth in CRS Section 38-51-106; The
control precision is greater than 1 in 10,000. Recorded easements, rights-of-way and restrictions are those set forth In
Section 2 of S B of the Title Comm s•nent issued by Pitkin County Title, Inc. under Commitment No. PCT -17979F,
effective
Dated '_ -- 2005
I - 15 - 9ag�
..
(� 5u
a_. . _ Z
L I1.
Il II �I IL,II
111111
1111.1
MARK CKLER-; P.L.S. 43 a 21_0a , �.00
.r r
CLERK AND RECORDER'S ACCEPTANCE
This Final Subdivision Plat of Parcel. 2, Park Trust Exernption is accepted for ftlina in the office of the Clerk and Recorder of
Pitkin County, Colorado, of ------- o'clock __-.M. this ------ day of, 2005, in Plat Book
--_-`--- on Page -------_ -- and Reception No. __--_------
-- --- ----------------- ----
NOTES
'i DATE OF SURVEY: MAY - DECEMBER 2003;
FEBRUARY - JULY 2004.
2) DATE OF PREPARATION: MAY, 2003.
updated JANUARY 2005 AND APRIL 2005.
3) BASIS OF OF BEARING: A BEARING OF N 38'05'44" W BETWEEN THE FOUND
NGS STATIONS S-159 AND Q-159 PER THE 1998 CITY OF ASPEN/DREXEL
BARRELL CONTROL SURVEY WHICH ESTABLISHED A PROJECT BEARING BASE OF
N 04'41'16" E BETWEEN THE W 1/4 CORNER OR SECTION 2, A FOUND BLM
BRASS CAP AND THE NW CORNER OF STATION 2, A FOUND BRASS CAP IN
CONCRETE L.S. #9184
4) BASIS OF SURVEY: THE RECORDED PLATS OF THE QWEST/CITY OF ASPEN
SUBDIVISION EXEMPTION FOR A LOT LINE ADJUSTMENT, THE BOUNDARY
SURVEY OF BAR/X RANCH PREPARED BY ROCKY MOUNTAIN LAND SURVEYING
INC., THE BURLINGAME RANCH SUBDIVISION AND BURLINGAME SEASONAL
HOUSING SUBDIVISION/P.U.D. AND RED BUTTE RANCH SUBDIVISION/PUD,
VARIOUS DOCUMENTS OF RECORD AND THE FOUND SURVEY MONUMENTS, AS
SHOWN.
5) THE FINAL PLAT OF BURLINGAME RANCH SUBDIVISION HAS BEEN ROTATED
00'47'19" CLOCKWISE TO MATCH THE PROJECT BASIS OF BEARING AS
OUTLINED IN NOTE 3, THE FINAL PLAT OF RED BUTTE RANCH SUBDIVISION
HAS BEEN ROTATED 00'51'36" CLOCKWISE TO MATCH THE PROJECT BASIS OF
BEARING AS OUTLINED IN NOTE 3.
6) THE LOCATION OF TRACT B, GEORGE PLACER CLAIM WAS ESTABLISHED FROM
THE POSITION OF SAID TRACT B AS SHOWN ON THE RECORDED PLAT OF RED
BUTTE RANCH SUBDIVISION OF WHICH TRACT B IS A PART. THE LOCATION
SHOWN THEREIN IS CONSISTENT WITH THE DEED OF RECORD FOR TRACTS A,
B, C, & D GEORGE PLACER AND THE TIE FROM THE REFERENCED CORNER No.
6 TO THE SOUTHWEST CORNER OF SECTION 35. NO OCCUPATIONAL EVIDENCE
OR ORIGINAL SURVEY MONUM£NTATION WAS FOUND AS APART OF THIS
SURVEY TO ESTABLISH TRACT B. THE PLAT OF THE PARK TRUST EXEMPTION
MAP DOES NOT COMPLETELY TIE TRACT B TO ITS BOUNDARY TO DETERMINE IF
THE RED BUTT' SUBDIVISION -OCA ON FOR TRACT B IS I.N.{ CONFLICT WITH
-7-4,47 o' LT'S LOCATION.
'HE DEED OF RECORD QU - CLAIMING FROM THE DENVER & RIG GRANDE
WESTERN RAILROAD COMPANY TO THE --QUNTY OF PITKIN 'AL= RIGH __,
INTEREST, CLAIM AND DEMAND" IN THE RAILROAD ROW (RECEPTION No.
136967) ESTABLISHED THE TRANSFERRED ROW AS 140 FOOT BEING 50 FOOT
WIDE ON EACH SIDE OF THE CENTERLINE OF SAID RAILROAD COMPANY'S
ASPEN BRANCH MAIN TRACT. THE EXISTING TRAIL, WHICH IS LOCATED IN
THE BED OF THIS TRACK, ALONG WITH THE EXISTING ROW FENCING WAS
UTILIZED IN ESTABLISHING THE RAILROAD ROW, AS SHOWN HEREON.
8) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS
ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF
RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS-OF-WAY
AND /OR TTTLE OF RECORD, SE RELIED UPON A TITLE COMMITMENT
PREPARED BY PITKIN COUNTY TITLE, INC., CASE NUMBER PCT17979F,
EFFECTIVE DATE MAY 12, 2003 AND THE ITEMS OUTLINED IN NOTE 3.
LAND
USE TABLE
CURVE LENGTH RADIUS TANCENT
LINE
SQ. FT t
ACRES4-
CROSS AREA PARCEL 2
1, 451, 613
33.324
R R. ROW)
14, 500
0.333 '
EXCEPTION PARCEL
170 512
3.914
SUBTOTAL
1, 266,60f
29.077
Hr
L4
42.24'
LOT 1
1, 033, 706
23.731
LOT 2
234895
5.346
INET AREA PARCEL 2 \4266,60f
29.077
NOTICE: ACCORDING 'O COLORADO -Ai" .v,. MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH 'DEFECT N NO EVENT MAY ANY ACTION
RaSFf`, 3,aON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE -HAN TEEN
-��/"j //� + FINAL SUBDIK T U KS),
VISION PLAT OF:
A h
IPA 7
A TWO LOT SUBDIVISION OF A PARCEL OF LAND SITUATED IN SECTION 2
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 2 OF 2
REBARICAP
L.S. #?5794
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBO DALE, COLORADO B11623
(9 i0 704-031.1
REBAR/CAP
11 , cr1Q1 c
RAILROAD RIGHT-OF-WAY
E'XE'MPTION
14,500 sq. ft.
0.333 acres
RECEPTION #136967
LINE TABLE
CURVE LENGTH RADIUS TANCENT
LINE
LENGTH
BEARINC
C2 J79.44' 1000.00' 89..96'
LI
17.40'
N„ 97-4f'f9"
X��
�L
JL0
N
A TWO LOT SUBDIVISION OF A PARCEL OF LAND SITUATED IN SECTION 2
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
SHEET 2 OF 2
REBARICAP
L.S. #?5794
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBO DALE, COLORADO B11623
(9 i0 704-031.1
REBAR/CAP
11 , cr1Q1 c
RAILROAD RIGHT-OF-WAY
E'XE'MPTION
14,500 sq. ft.
0.333 acres
RECEPTION #136967
CURVE
LINE TABLE
CURVE LENGTH RADIUS TANCENT
LINE
LENGTH
BEARINC
C2 J79.44' 1000.00' 89..96'
LI
17.40'
N„ 97-4f'f9"
L2
50,20'
N 90'30'3Z'
W
L3
43.07'
N 35-09,99"
Hr
L4
42.24'
N 25"20'41"Y
4500'
N 10°32'00"
TY32.00'
N 05'31'10"
E
&L6
44.53'
N 21'18'17
FY50.03'
N 07"11'09"
W
- L
'v -59P34-09' w
CURVE
TABLE
CURVE LENGTH RADIUS TANCENT
CHORD BEARINC DELTA
C1 76.23' 40.00' 56.28'
65.21' N 65'07'45" W 109'11'30"
C2 J79.44' 1000.00' 89..96'
179.20' N27-38'40" Or 10'16'53;'
RAILROAD
RIGHT-OF-WAY CURVE TABLE
CURVE LENCTH RADIUS
TANCENT I CHORD BEARING DELTA
CRI 140.73' 955.00'
711:49' 140.60' N 44°55'32" Or 8"26'35"
CRO 150.75' _ �_ 855.00'
I 75.57' 1 15056 N 38°32'40" #r ' 10°06'08"
ILII IIiIII,II.:I�III� I�IIII! t ll 5 15995
Pace 2
_ _-. K.., .,. - C,R 21.00 '2