HomeMy WebLinkAbout103 - 08/19/2014 - AUTHORIZING THE CONVEYANCE OF A NON-EXCLUSIVE WATERLINE EASEMENT AND TEMPORARY CONSTRUCTION EASEMENT ORDINANCE NO. 103, 2014
OF THE COUNCIL OF THE CITY OF FORT COLLINS
AUTHORIZING THE CONVEYANCE OF A NON-EXCLUSIVE WATERLINE EASEMENT
AND TEMPORARY CONSTRUCTION EASEMENT ON CITY PROPERTY TO THE
NORTH WELD COUNTY WATER DISTRICT AND THE EAST LARIMER COUNTY
WATER DISTRICT
WHEREAS, in 1989, the City and Burlington Northern Railroad Company (BNSF)
entered into an Offer to Purchase and Interim Trail Use/Railbanking. Agreement (the
"Railbanking Agreement") in accordance with Section 8(d) of the National Trails System Act, 16
U.S.C. Section 1247(d); and
WHEREAS, the purpose of the Railbanking Agreement was to allow the City to
purchase, for recreational trail purposes, a portion of BNSF's rail line between Fort Collins and
Laporte that BNSF otherwise intended to abandon; and
WHEREAS, in 1990, pursuant to the Railbanking Agreement, BNSF quitclaimed to the
City a parcel of real property located in Fort Collins, Colorado, identified in County records as
parcel number 97032-00-949 (the "City Property"); and
WHEREAS, in 1993 the District Court for Larimer County ruled in Case No. 91CV474-3
that the City's interest in the City Property amounted only to an easement, that BNSF still
retained the underlying title to the City Property, and that property owners adjacent to the City
Property have a right of reverter in the City Property if the Railroad ever formally abandons its
interests there; and
WHEREAS, BNSF has advised the City, through its attorney, that it disagrees with the
District Court's ruling and believes that it no longer has any interest in the City Property; and
WHEREAS, the North Weld County Water District and the East Larimer County Water
District (the "Districts") have requested two easements on the City Property: a waterline
easement consisting of.104 acres as described on Exhibit "A", attached and incorporated herein
by reference, and a temporary construction easement consisting of .167 acres, as described on
Exhibit `B", attached and incorporated herein by reference (together, the "Easements"); and
WHEREAS, the proposed Easements would be used to install an underground pipeline to
connect the Soldier Canyon Water Filter Plant to the Districts' distribution systems as part of
their North Weld - ELCO Water Transmission Pipeline - Phase II ("NEWT II") Project; and
WHEREAS, the Districts will compensate the City $2,787.00 for the estimated fair
market value of the Easements and for staff processing time; and
WHEREAS, City staff has identified no negative impacts to the City expected to result
from the granting of the Easements; and
- 1 -
WHEREAS, City staff has advised the Districts that the City may not be the only owner
of property interests in the City Property, and that the City can only grant the Easements to the
extent of its ownership interest and cannot warrant its title to the City Property; and
WHEREAS, Section 23-11,1(a) of the City Code provides that the City Council is
authorized to sell, convey, or otherwise dispose of any and all interests in real property owned in
the name of the City, provided that the Council first finds, by ordinance, that such sale or other
disposition is in the best interests of the City.
NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF
FORT COLLINS as follows:
Section 1. That the conveyance of the Easements on the City Property to the Districts
as provided herein is in the best interests of the City.
Section 2. That the Mayor is hereby authorized to execute such documents as are
necessary to convey the Easements to the Districts on terms and conditions consistent with this
Ordinance, together with such additional terms and conditions as the City Manager, in
consultation with the City Attorney, determines are necessary or appropriate to protect the
interests of the City, including, but not limited to, any necessary changes to the legal descriptions
of the Easements, so long as such changes do not materially increase the size or change the
character of the Easements.
Introduced, considered favorably on first reading, and ordered published this 15th day of
July, A.D. 2014, and to be presented for final passage on thel9th day of August, A.D. 2014.
V :C, Mayor P0 Tern
ATTEST: �� t�
���� :z
o:no, :Gz
City Clerk RAD0
Passed and adopted on final reading on the 19th day of August, A.D. 2014.
OF F OR T co La C4�2
v: ;y Ma or
ATTEST: SEAL
2
Exhibit A
(I of 3)
PROPERTY DESCRIPTION
A strip of land,Forty(40)feet in width,being part of the former Right-bf-way of the Burlington Northern
Railroad Company as described on Exhibit A-4 in that Quitclaim Deed recorded June 4, 1990 as Reception
No.90023707 of the records of the Larimer County Clerk and Recorder,located in of the North Half of the
North Half of the Southwest Quarter(NI/2 N1/2 S W I/4)of Section Three(3).Township Seven North
(T.734.),Range Sixty-nine West(R-69W.)of the Sixth Principal Meridian(6th P.M.),County of Larimer,
State of Colorado,and being more particularly described as follows:
COMMENCING at the Center-North-South Sixty-fourth(C-N-S 1/64)comer of said Section 3 and
assuming the South line of the North Half of the North Half of the Southwest Quarter(N 1/2 N 1/2 SW I/4)of
said Section 3 as bearing North 89047'22"West,being a Grid Bearing of the Colorado State Plane
Coordinate System,North Zone,North American Datum 1983/92,a distance of 2626.37 feet,with all other
bearings contained herein relative thereto:
THENCE North 89047'22"West along the South line of the North Half of the North Half of the Southwest
Quarter(N 1/2 N 1/2 S W 1/4)of said Section 3 a distance of 190.79 feet to the Southwesterly line of said
former Right-of--way,said point being the beginning point of a curve,said curve being non-tangent to
aforesaid line;
THENCE along the arc of said curve which is concave to the Northeast,also being along the Southwesterly
line of said former Rightof--way,a distance of 58.80 feet to the POINT OF BEGINNING,said curve
having a radius of 5779.58 feet,a central angle of 00034'59"and a long chord bearing North 57-51'22"
West a distance of 58.80;
THENCE continuing along the Southwesterly line of said former Right-of-way,also being along the arc of a
curve concave to the Northeast a distance of 45.39 feet,said curve having a radius of 5779.58 feet,a central
angle of 00°27'00"and a long chord bearing North 57020'23"West a distance of 4539 feet;
THENCE North 60052'33"East,non-tangent to aforesaid curve,a distance of 113.53 feet to the
Northeasterly line of said former Right-of-way,said point being the beginning point of a curve,said curve
being non-tangent to aforesaid line;
THENCE along the we of said curve which is concave to the Northeast,also being along the Northeasterly
line of said former Right-of-way,a distance of 45.63 feet,said curve having a radius of 5679.58 feet,a
central angle of 00027'37"and a long chord bearing South 57052'56"East a distance of 45.63 feet;
THENCE South 60052'33"West,non-tangent to aforesaid curve,a distance of 114.02 feet to the POINT
OF BEGINNING.
Said strip of land contains 4,551 sq.ft.or 0.104 acre,more or less(±),and may be subject to any rights-of-
way or other easements of record or as now existing on said described strip of land.
SURVEYOR'S STATEMENT
1,Michael Chad Dilka,a Colorado Licensed Professional Land Surveyor do hereby state that this Property
Description was prepared under my personal supervision and checking and that it is true and correct to the
best of my knowledge and belief.
O Lic
v ?f 38106 is o
02 y7.70(
N
Michael Chad Dilka-on behalf of King Surveyors
Colorado Licensed Professional Land Surveyor#38106
KING SURVEYORS
650 East Garden Drive
Windsor,Colorado 80550
(970)686-5011
IN:2011537(2002202)
Y:Y2011537\propcny descriptionslESMT-FORT COLLINS-22 R2-PE.doe
Last printed 2/262 0 14 4:2 h00 PM
EXHIBIT DRAWING EXHIBIT A (2 of 3)1 NJ NJ SW} SEC. 3, T.7N., R.69W.
e»nraxue rw�aa � o
/YfZl�.rJ/YLSOY{rYb.rLNK1J A+DY/d'Y/lfYd / �
fss9�lDMGnO]BLY,tl<[M'aJOHM RIdeW
/YILILNXLPOd4lvA16lM1 19A0J-.MT.W1bYH /
(raflm✓d'D:uJ:tBIDd'Dcn.rl09lr[ /
ol6lADSA.Y iJNJ9Y
' S[[zSlv.?II�AWSLVO¢W)M4YUVTIO/lfYl /
_ O
jZe� O
wz Ua y'2 1 ��u o
.i.1
�o 'l �- ¢€nw N
xw
z 1� Oo
w .e4 -U W ZL-w0 a
T Oz W wxrnr _`o v
�• ef(yW Z_Z O a"—
02 N O
iy v am oa E-
f c o o c
o E° oo
c a
oo=
° � L
� 4
OQ.0
N A W c t O y N a Y 0
o a `u
1 y§ c o,rn
bS rn B 'w
U p O v
•WJ Z OoQ_
N �
/ m UvN
/ O . o ao
V1 9 40-'
) 3 o« oa
a r-
2
W o I
� 2
w � I
a x I g
W^ I zo
80A y yN
C h �!.�wva � o c
Ce °
0 e \ wo
Z l N r 4.
0
Un- a, M �• o
z 6 .NJ�w•C�k 59 o
�dF
Y moon o �
4n a v
1
er y «g oxu U.
zJJJL7 t� �a°
U o
�U
KING SURVEYORS PROJECT NO:2011537 (2002202)
014
650 E.Garden Drive I Windsor,Colorado 80550 DATE: :ELCO NW
WD
phone:(970)686-5011 I fm(970)686-5821 CLIENT:MT—FO T CO
DWG:ESMT—FORT COLLINS-22—R2—PE
wmw.kingsurvevors.com DRAWN:CSK CHECKED:MCD
EXHIBIT DRAWING EXHIBIT A (3 Of 3)1 N} NJ SW} SEC. 3, T.7N., R.69W.
EASEMENT NOTES
1) PEW-/S AN ELEC7RIC EASEMENT 70 POWM4- WLZer RURAL ELECTRIC
AS5'OC✓ARCW IN 711E N� N/ SW� OF SEC770N J
NO If10771 OR LOCATION GIVEN(BOOK 1624 PAGE 94V
2)20'URU7Y EASEMENT FOR 711E BENEFIT OF 711E PRGi-ER7Y TO THE EAST
(REC NO. 9.TOY225,7)
JJ 711E EASEMENT FOR LAR/MER CWV7Y CANAL NO. 2 IS 9ESOR19E0/N 906W
PALS-J54 AS BE7NG 71SEN7Y FIVE 125J FFE7 ONE-LV✓ THE 907T6W 1N77/57DES
,20-NO CWE 70 ONE, M711 A FW7WAY ALLWG 711E BANKS 771EREOF, AND
ALSO 771E RIGFI7 70 PASS AND RLPASS W7771 A )FAA(04 IFAMS AL6WO 771E
BANKS 6F 941D G4NAL FOR THE PURPOSE O''NAK/NG REPAIR, SUPERINTENDING
AND CARING FOR SAIO CANAL.'
4) 100'CO/MUNICAMY 7RANSM/SSION EASEMENT TO 9URUNO7 NORTHERN
RAILROAD COMPANY. (,EC NO 9002T707J
5) JO'COUMUNICA DON EASEMENT TO 7HE MOUNTAIN S7A7ES 7ELEPNONE AND
7LZE6RAP11 COMPANY (,OOK 1175 PACE 415J
6) 711E R7MOMA-FOR 711E OyISTAFSLW PROPERTY PRONOEO AN EASEMENT
DOCUMENT(BOOK E, PA OE 205J FOR WHAT 1S ASSUMED 70 BE THIS 917CH
HOWEVER 711E DOCUMENT OESCR/BEO )71E Aa?17aV OF 711E D1MV 45ZMEN711V
711E N07/4 OF SE0770V J 7NIS PROPERTY ANO 7HE WATERLINE R6V7F ARE IN
711E SW7/4 OF SEC7701V J SO 71-1ERE MAY BE A SEPARA7F EXIS7lNG EASEMENT
DOCUMENT FOR 711E 01MV IN 7N/S AREA.
7J 10'1RR1GA770V EASEMENT FROM RANDY& ✓ANE77A 6IIS7AFSaV 70 POUORE SCHOOL '
D/SIR/CT OA7FD MARGW 6 2001 UNRMW,9fD COPY 6F EASEMENT PROAgM TO RING
SVRVEY04S BY✓G CUMALL AT FARN509WPI CROUP.
LINE TABLE
LINE BEARING LENGTH
L7 N89'47'22'W 190.79'
L2 N60"52'33"E 113.53'
L3 560'52'33'W 114.02'
CURVE TABLE
CURVE' LENGTH RADIUS DELTA CHORD CH BEARING
C7 58.80' 5779.58' 0'34'59' 58.80' N57'51'22"W
C2 45.39' 5779.58' 0'27'00" 45.39' N57'20'23'W
C3 45.63' 5679.58' 0'27'37" 45.63' S57'52'56"E
O - O LI
H
o 38106 x;o
N• •••5J
Michael Chod Dilka — on behalf of King Surveyom
Colorado Licensed Professional Lond Surveyor #38106
KING SURVEYORS PROJECT NO:2011537 (2002202)
DATE:2/26/2014
650 E.Garden Drive I Windsor,Colomdo 80530 CLIENT:ELCO/NWCWD
phone:(970)686-5011 1 Fax:(970)686-5821 DWG:ESMT—FORT COLLINS-22—R2—PE
m .kingsurveyors.com DRAWN:CSK CHECKED:MCD
Exhibit B
(1 of4)
PROPERTY DESCRIPTION
Parcel TCE-1
A parcel of land being part of the former Right-of-way of the Burlington Northern Railroad
Company as described on Exhibit A-4 in that Quitclaim Deed recorded June 4, 1990 as Reception
No.90023707 of the records of the Latimer County Clerk and Recorder,located in of the North
Half of the North Half of the Southwest Quarter(NI/2 NI/2 S W I/4)of Section Three(3),
Township Seven North(T.7N.),Range Sixty-nine West(R.69W.)of the Sixth Principal Meridian
(6th P.M.),County of Larimer,State of Colorado,and being more particularly described as -
follows:
COMMENCING at the Center-North-South Sixty-fourth(C-N-S 1/64)comer of said Section 3
and assunung the South line of the North Half of the North Half of the Southwest Quarter(NI/2
NI/2 S W 1/4)of said Section 3 as bearing North 89047122"West,being a Grid Bearing of the
Colorado State Plane Coordinate System,North Zone,North American Datum 1983/92,a distance
of 2626.37 feet,with all other bearings contained herein relative thereto:
THENCE North 89047'22"West along the South line of the North Half of the North Half of the
Southwest Quarter(N1/2 Ni 1/2 SW 114)of said Section 3 a distance of 190.79 feet to the
Southwesterly line of said former Right-of-way,said point being the beginning point of a curve,
said curve being non-tangent to aforesaid line; -
THENCE along the arc of said curve which is concave to.the Northeast,also being along the
Southwesterly line of said former Right-of-way,a distance of 41.73 feet to the POINT OF
BEGINNING.said curve having a radius of 5779.58 feet,a central angle of 00024'49"and a long
chord bearing North 57056'27"West a distance of 41.73;
THENCE continuing along the Southwesterly line of said former Right-of--way,also being along
the arc of a curve concave to the Northeast a distance of 17.07 feet,said curve having a radius of
577958 feet,a central angle of OO'l0'09"and a long chord bearing North 57038'58"West a
distance of 17.07 feet;
THENCE North 60052'33"East,non-tangent to aforesaid curve,a distance of 114.02 feet to the
Northeasterly line of said former Right-of-way,said point being the beginning point of a curve,
said curve being non-tangent to aforesaid line;
THENCE along the arc of said curve which is concave to the Northeast,also being along the
Northeasterlv line of said former Right-of-way,a distance of 17.16 feet,said curve having a radius
of 5679.58 feet,a central angle of 00°10'23"and a long chord bearing South 58*1 P5T'East a
distance of 17.16 feet:
THENCE South 60052'33"West,non-tangent to aforesaid curve,a distance of 114.21 feet to the
POINT OF BEGINNING.
Said parcel of land contains 1,712 sq. ft.or 0.039 acre,more or less(±),and may be subject to any
rights-of-way or other easements of record or as now existing on said described parcel of land.
Parcel TCE-2
A parcel of land being part of the former Right-of-way of the Burlington Northern Railroad
Company as described on Exhibit A-4 in that Quitclaim Deed recorded June 4, 1990 as Reception
No.90023707 of the records of the Larimer County Clerk and Recorder, located in of the North
Half of the North Half of the Southwest Quarter(N1/2 N112 S W 1/4)of Section Three(3),
Township Seven North(T.7N.),Range Sixty-[tine West(R.69W.)of the Sixth Principal Meridian
(6th P.M.),County of Larimer,State of Colorado,and being more particularly described as
follows:
P 00U
9 .E 38106 v6 g
a
s
L
Y:t2011537\property descriptionstESMT-FORT COLLINS-22 R2-TCE.doc
Last printed 2262014 4:59:00 PM
Exhibit B
(2 of 4)
PROPERTY DESCRIPTION
CONINLENCING at the Center-North-South Sixty-fourth(C-N-S 1/64)comer of said Section 3
and assuming the South line of the North Half of the North Half of the Southwest Quarter(NI/2
N1/2 SW I/4)of said Section 3 as bearing North 89047'22"West.being a Grid Bearing of the
Colorado State Plane Coordinate System,North Zone,North American Datum 1983/92,a distance
of 2626.37 feet,with all other bearings contained herein relative thereto:
THENCE North 89047'22"West alcng the South line of the North Half of the North Half of the
Southwest Quarter(N 1/2 N1/2 SW V4)of said Section 3 a distance of 190.79 feet to the
Southwesterly line of said former Right-of-way,said point being the beginning point of a curve,
said curve being non-tangent to aforesaid line;
THENCE along the arc of said curve which is concave to the Northeast,also being along the
Southwesterly line of said former Right-of-way,a distance of 104.20 feet to the POINT OF
BEGINNING,said curve having a radius of 5779.58 feet,a central angle of 01001'59"and a long
chord bearing North 57037'52"Wes:a distance of 104.20;
THENCE continuing along the Southwesterly line of said former Right-of-way,also being along
the arc of a curve concave to the Northeast a distance of 90.66 feet,said curve having a radius of
5779.58 feet,a central angle of 00053'55"and a long chord bearing North 56039'55"West a
distance of 90.66 feet;
THENCE South 89047'22"East,non-tangent to aforesaid curve,a distance of 82.43 feet;
THENCE North 60052'33"East a distance of 62.05 feet to the Northeasterly line of said former
Right-of-way,said point being the beginning point of a curve,said curve being non-tangent to
aforesaid line;
THENCE along the arc of said curve which is concave to the Northeast,also being along the
Northeasterly line of said former Right-of-way,a distance of 45.43 feet,said curve having a radius
of 5679.58 feet,a central angle of 00027'30"and a long chord bearing South 57025'23"East a
distance of 45.43 feet;
THENCE South 60052'33"West,non-tangent to aforesaid curve,a distance of 113.53 feet to the
POINT OF BEGINNING.
Said parcel of land contains 5563 sq.ft.or 0.128 acre,more or less(±),and may be subject to any
rights-of-way or other casements of record or as now existing on said described parcel of land.
SURVEYOR'S STATEMENT
I,Michael Chad Dilka,a Colorado Licensed Professional Land Surveyor do hereby state that this
Property Description was prepared under my personal supervision and checking and that it is true
and correct to the best of my Irnowledge and belief.
PP00 LICC'
d`
rU
38106 Yi o
N
Michael Chad Dilka-on behalf of King Surveyors
Colorado Licensed Professional Land Surveyor#38106
KING SURVEYORS
650 East Garden Drive
Windsor,Colorado 80550
(970)686-5011
JN:2011537(2002202)
Y:t201153Tpropcny descriptionstESMT-FORT COLLINS-22 R2-TCE.doc
Last printed 2126n-014 4:59:00 PM
EXHIBIT DRAWING L,"�E IBI B (3 of 4)1 N1 N1 SW,i SEC. 3, T.7N., R.69W.
rH3htl'JA][YLV 39Y / O
tenuvixcnaruvu,uwncusrJr/mrsY3 5 e,, / o
r3f➢/JlvxtnOXirY.u,tLY/XtJPL�x JlLdTJ.V ,y ° / N
/3/UlJ/NLAOd3LYA16VYIfA%S.Vrr/RJld'0� a'e
/LOl/Ltl12'OY2J:l8IDd•J.Po.L(O.Srl lJ N °� /
mri
N6/4YTAYC O.V 73Y
ll(Sfd.9II�AYM.2INONYIdD.VUVTP//JlYl / .
O
/ II
U
VIOKZ O
O
�m �Z O J 4� VVW W >UO
U '-w v
W p� O N F W W XoF C
t �S h UN z day
O
C z Z
Qa o m ° ° V O
w E2
V W o
F 9
h� LL z o o
O 2 E,2
z a °ctY
2
e O a v m
c
0
V V nL
U>7
Z N �p RUN
W4 C prTn
W zLl
S6 p O o
o 000- .
m ;
D j T
now
m n vL o
•• a
x y51
wo
/ I h N
3
z L J N
Z 2 N>F
i
z � o
of
W � °
O
$ W 3 m u
>�
tiOA3�H o�
o: W 5 :'Y�KJ.• s
w
pm
b h Wm
U� = 0a
r' 04
I z J "n
y01Die
4v
ODi ••PRUF� o d
3V1 y51 � r �1- h LJ
/ K / zoo —a
L o
KING SURVEYORS PROJECT NO:2011537 (2002202) •
DATE:2/26/2014
650 E.Garden Drive I Windsor,Colorado 80550 CLIENT:ELCO/NWCWD
phone:(970)6865011 1 fac:(970)686-5821 DWG:ESMT—PORT COLLINS-22—R2—TCE
mwrn..F:innuncyon.cnm DRAWN:CSK CHECKED:MCD
EXHIBIT DRAWING EXHIBIT B (4 of 4)1 NJ N} SW} SEC. 3, T.7N., R.69W.
0 17/ERE/S AN ELECTRIC EASEMENT 70 PIX/ORE ✓ALLEY RURAL LZEC7R/C
A5S!0CYA ACIV IN 771E N$ A'j S#$ OF SEC770N J
NO Hf0771 O?LOC.4PLW altfN BOOK 7624 PAaF 945V
2)20'1177L/7Y EASEMENT FOR 771E 9ENE77T OF 771E PROPER7Y 70 771E EAST
(REC. NO 9==257)
Jf 7HE EASEMENT FOR LAR.MER CCVN7Y CANAL NO. 1/S OESCR/BED 7N BOOK
PAGE J54 AS BEING 7PfN7Y f7VE(25J FEET HfDE ON 7HE 5077tw,, &7H SYOES
5ZOPINC ONE TO LW," 10)7I.4 FOOTWAY ALONG 7HE BANKS 7HEREOF, AND
ALSO 771E R/GNT 70 PASS ANO REPASS Hf77,1 A TEAM OR TEAMS ALONG 771E
OANKS O'SA/O CANAL FOR 771E PURPOSE OF MAKING REPAIR, SUPERINTENDING
ANO CARING F04 SAND CANAL'
4f 100'COMMUNICARON 7RANS(1S5701V EASEMENT 70 511RUNGTON NORTHERN
RAILROAD L17MP4NY. (REL NO 9002J707)
5J "-R2A✓MUN/C4)70V EASEMENT TO THE MOUNTAIN SU= 7LZEPHONE ANO
IELEG.PAAV COMPANY. (200K 1175 PAGE 415)
6f 771E 77)ZfMW,K F04 THE 671STAF3i5W PRLNE97Y PROIODEO AN EASEMENT
DOCUMENT(BOOK 4 PAGE 205)F04 WA IS ASSY/MEO 70 BE 771IS DITCH,
110AFkOR 01E DOCUMENT DESCRIBED 771E PO4AON OF 771E DITOV EASEMENT IV
771E N#7/4 OF SECAON.I 7N1S PROPERTY AND 07'E WA7ERL/7✓E ROUTE ARE 1N
771E Siff/4 OF SECA@V r SO 7NERE MAYBE A SEPAR47E EAU,7NG EASEMENT
DOCUMENT FOR 7h'E O/7L.V IN THIS AREA.
7 10'IRRICA770N EASEMENT FROM RANDY& ✓ANE774 CUS)-A 3ON 70 POUORE SCH00.
DISTRICT OA7E0 MARLW E, 2DOl UNRECOROEO COPY OF EAS AE11r 1'R0✓7DE0 TO KING
SURlEYORS BY✓C CUNDALL AT FA1?N5WA`7H GROUP.
LINE TABLE
LINE BEARING LENGTH
Ll N89-47.22"W 190.79'
L2 N6052'33'E 114.02'
L3 S60'52'33"W 114.21'
1-4 S89'47'22"E 82.43'
15 N60'52'33"E 62.05'
L6 S60'52'33"W 113.53'
CURVE TABLE
CURVE LENGTH RADIUS DELTA ICHORD CH BEARING
Cl 41.73' 5779.58' 024'49" 41.73' N57'56'27"W
C2 17.07' 5779.58' 0'10'09" 17.07' N57.3B'58"W
C3 104.20' 5779.58' 1'01'59" 104.20' N57'37'52"W
C4 90.66' 5779.58' 0'53'55" 90.66' N56'39'55"W
C5 45.43' 5679.58' 0-27'30" 45.43' S57'25'23"E ,
C6 17-16' 5679.58' 0'10'23" 17.16' S58'11'57"E
„0
$ B5; 38106 -: e
: 0
0 .
Michael Chad Dilka — on behalf of King Surveyors
Colorado Licensed Professional Land Surveyor #38106
KING SURVEYORS PROJECT N0:2011537 (2002202)
DATE:2/26/2014
650 E.Gardcn Drive I \Vindsor,Colorado 80550 CLIENT:ELCO/NWCWD
phone:(970)686-5011 _1 f,=(970)686-5821 DWG:ESMT-FORT COLL]NS-22-R2-TCE
nnvm.kingsurac}orssom DRAWN:CSK CHECKED:MCD