HomeMy WebLinkAbout083 - 07/19/2022 - AUTHORIZING THE ACQUISITION BY EMINENT DOMAIN PROCEEDINGS OF CERTAIN PROPERTY RIGHTS NECESSARY FOR PORDINANCE NO. 083, 2022
OF THE COUNCIL OF THE CITY OF FORT COLLINS
AUTHORIZING THE ACQUISITION BY EMINENT DOMAIN PROCEEDINGS OF
CERTAIN PROPERTY RIGHTS NECESSARY FOR PHASE 2 (CONSTRUCTION) AND
PHASE 3 (OPERATIONS AND MAINTENANCE) OF THE
HALLIGAN WATER SUPPLY PROJECT
WHEREAS, by the adoption of Resolution 2003-121, City Council authorized the City
Manager to proceed with investigation, planning, regulatory review processes, site acquisition,
design, and construction of the Halligan Reservoir Enlargement Project, now referred to as the
Halligan Water Supply Project (the "Project"); and
WHEREAS, the City is proceeding with Phase 1 of three phases of the Project, which
will include site visits and data collection related to the permitting and design work for the
reservoir enlargement and replacement or modification of the dam and diversion structures; and
WHEREAS, to accomplish the work of Phase 1, the City needs access to Halligan
Reservoir; and
WHEREAS, City Council authorized the use of eminent domain for property rights
associated with Phase 1 of the Project by adopting Ordinance No. 013, 2020, on January 21,
2020; and
W1 IEREAS, the City has negotiated with the property owners in good faith for the
acquisition of the property rights addressed by Ordinance No. 013, 2020; and
WHEREAS, the negotiations with particular property owners have led to the possible
settlement of access across certain property for all three phases of the Project; and
WHEREAS, to effectuate that settlement in the pending court case with those property
owners, it is necessary that the City Council's previous eminent domain authorization be
expanded to include Phase 2 and Phase 3 of the Project, so that all property rights needed from
these owners for the entire Project can be addressed at one time; and
WHEREAS, the additional property rights needed for Phases 2 and 3 are described on
Exhibits "A" through "D", attached hereto and incorporated herein by this reference (the
"Property Rights"); and
WHEREAS, the City will continue to negotiate in good faith for the acquisition of the
Property Rights from the owners thereof; and
WHEREAS, the acquisition of these additional Property Rights is desirable and necessary
for the construction, long-term maintenance and operation of the Project, is in the City's best
interest, and enhances public health, safety, and welfare because it is in furtherance of the
Project, which will meet the demands of future Fort Collins Utilities customers and provide
added reliability for all Utilities customers; and
WHEREAS, the acquisition of the Property Rights may, by law, be accomplished
through eminent domain.
NOW, THEREFORE, BE IT ORDAINED BY THE COUNCIL OF THE CITY OF
FORT COLLINS as follows:
Section 1. That the City Council hereby makes and adopts the determination and
findings contained in the recitals set forth above.
Section 2. That the City Council hereby finds and determines that it is necessary in
the public interest to acquire the Property Rights described herein for the purpose of the
permitting and design, construction, and operations and maintenance of the Project.
Section 3. That the City Council hereby authorizes the City Attorney and other
appropriate officials of the City to acquire the Property Rights for the City by eminent domain
proceedings.
Section 4. That the City Council hereby authorizes the Interim City Manager, in
consultation with the City Attorney, to provide terms and conditions of any conveyance as she
may determine to be appropriate; and to hereafter amend, adjust, or clarify the Property Rights
and the extent or nature of the interests to be acquired so that the City may acquire all property
interests necessary for the Project; and to delay or forego pursuing eminent domain based upon
the status of negotiations and any litigation.
Section 5. That the City Council further finds that, in the event acquisition by
eminent domain of the Property Rights or any of them is commenced, immediate possession is
necessary for the public health, safety, and welfare.
Introduced, considered favorably on first reading, and ordered published this 5th day of
July, A.D. 2022, and to b(re
l passage on the 19th day of July, A.D. 2022.
;r
ayor
ATTEST:
City Clerk
!PA
Passed and adopted on final reading this 19th day of July, A.D. 2022.
ayor
ATTEST-
City Clerk
-3-
:►au:3rr_1
DESCRIPTION OF A TEMPORARY ACCESS EASEMENT
TO BE CONVEYED TO THE CITY OF FORT COLLINS
(VANDEMOER -GEO. A. HENDERSON CO. INC.)
TWO PARCELS OF LAND TO BE CONVEYED AS A TEMPORARY ACCESS EASEMENT,
LOCATED WITHIN SECTIONS 25 AND 35, TOWNSHIP 11 NORTH, RANGE 71 WEST OF THE
SIXTH P.M.; COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
PARCEL 1:
BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 25, AND CONSIDERING THE
SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 25 TO BEAR S89052'43"W,
SAID LINE BEING MONUMENTED ON ITS EAST END BY A 2-1/2" ALUMINUM CAP STAMPED
PLS 20676, AND ON ITS WEST END BY A 17"x14"x8" GRANITE STONE WITH NO VISIBLE
MARKINGS IN STONE MOUND, BASED UPON THE COLORADO STATE PLANE NORTH ZONE
COORDINATE SYSTEM NAD 83(1992), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE
THERETO;
THENCE ALONG SAID SOUTH LINE, S89°52'43"W, A DISTANCE OF 157.82 FEET;
THENCE N54026'25"W, A DISTANCE OF 90.55 FEET;
THENCE N83059'42"W, A DISTANCE OF 871.64 FEET;
THENCE N64036'48"W, A DISTANCE OF 222.59 FEET;
THENCE N86048'48"W, A DISTANCE OF 173.56 FEET;
THENCE S51 °58'24"W, A DISTANCE OF 392.21 FEET;
THENCE S73040'55"W, A DISTANCE OF 38.56 FEET TO A POINT ON SAID SOUTH LINE OF THE
SOUTHEAST QUARTER OF SECTION 25, FROM WHICH SAID SOUTHEAST CORNER OF
SECTION 25 BEARS N89052'43"E, 1818.70 FEET;
THENCE ALONG SAID SOUTH LINE, S89°52'43"W, A DISTANCE OF 138.93 FEET TO A POINT,
FROM WHICH THE SOUTH QUARTER CORNER OF SAID SECTION 25 BEARS S89052'43"W,
781.82 FEET;
THENCE N75037'53"W, A DISTANCE OF 124.70 FEET;
THENCE N26017'30"W, A DISTANCE OF 269.75 FEET;
THENCE N87007'29"W, A DISTANCE OF 52.29 FEET;
THENCE S75021'43"W, A DISTANCE OF 225.81 FEET;
THENCE N65054'57"W, A DISTANCE OF 1,044.11 FEET;
THENCE S62029'58"W, A DISTANCE OF 126.70 FEET;
THENCE S44013'27"W, A DISTANCE OF 57.25 FEET;
THENCE S51 °03'52"W, A DISTANCE OF 40.48 FEET;
THENCE S02057'07"E, A DISTANCE OF 532.07 FEET TO A POINT ON THE SOUTH LINE OF THE
SOUTHWEST QUARTER OF SAID SECTION 25, FROM WHICH THE SOUTH QUARTER CORNER
OF SAID SECTION 25 BEARS N89017'58"E, 838.84 FEET;
THENCE ALONG SAID SOUTH LINE, S89°17'58"W, A DISTANCE OF 140.11 FEET TO A POINT,
FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION 25 BEARS S89017'58"W, 1713.91
FEET;
THENCE N02057'07"W, A DISTANCE OF 526.57 FEET;
THENCE N12050'18"E, A DISTANCE OF 173.03 FEET;
THENCE N37005'01 "W, A DISTANCE OF 24.43 FEET;
THENCE N44043'03"E, A DISTANCE OF 60.11 FEET;
THENCE S41 °30'59"E, A DISTANCE OF 31.22 FEET;
Page 1 of 6
:►au:3ir_1
THENCE N52°30'33"E, A DISTANCE OF 147.46 FEET;
THENCE S78006'23"E, A DISTANCE OF 180.92 FEET;
THENCE S65054'57"E, A DISTANCE OF 994.91 FEET;
THENCE N75021'43"E, A DISTANCE OF 176.61 FEET;
THENCE S87019'08"E, A DISTANCE OF 142.78 FEET;
THENCE S52041'29"E, A DISTANCE OF 109.47 FEET;
THENCE S28054'46"E, A DISTANCE OF 194.60 FEET;
THENCE S78021'24"E, A DISTANCE OF 121.56 FEET;
THENCE N52011'57"E, A DISTANCE OF 427.04 FEET;
THENCE S84024'18"E, A DISTANCE OF 241.37 FEET;
THENCE S65011'30"E, A DISTANCE OF 232.02 FEET;
THENCE S84002'54"E, A DISTANCE OF 876.20 FEET;
THENCE S54051'24"E, A DISTANCE OF 135.86 FEET;
THENCE S75031'14"E, A DISTANCE OF 72.68 FEET TO A POINT ON THE EAST LINE OF THE
SOUTHEAST QUARTER OF SAID SECTION 25;
THENCE ALONG SAID EAST LINE, S00054'49"E, A DISTANCE OF 92.45 FEET TO THE POINT OF
BEGINNING.
EXCEPTING THEREFROM:
A 35-FOOT WIDE STRIP OF LAND, BEING 17.5 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTER LINE:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 25
THENCE ALONG THE EAST LINE OF SAID SECTION 25, N00054'49"W, a distance of 20.52 Feet to
the POINT OF BEGINNING;
THENCE 123.38 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 35°2040", AND A CHORD WHICH BEARS N72°38'08"W A
DISTANCE OF 121.43 FEET;
THENCE N54057'48"W, A DISTANCE OF 58.54 FEET;
THENCE 101.34 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 29°01'54", AND A CHORD WHICH BEARS N69°28'45"W A
DISTANCE OF 100.26 FEET;
THENCE N83059'42"W, A DISTANCE OF 808.12 FEET;
THENCE 76.62 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 21-56-56", AND A CHORD WHICH BEARS N73°01'14"W A
DISTANCE OF 76.15 FEET;
THENCE N62002'46"W, A DISTANCE OF 122.72 FEET;
THENCE 78.46 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 22028-34", AND A CHORD WHICH BEARS N73017'03"W A
DISTANCE OF 77.95 FEET;
THENCE N84031'20"W, A DISTANCE OF 127.74 FEET;
THENCE 75.54 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 43-16-43", AND A CHORD WHICH BEARS S73°50'19"W A
DISTANCE OF 73.75 FEET;
THENCE S52011'57"W, A DISTANCE OF 359.60 FEET;
THENCE 258.89 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
150.00 FEET, A CENTRAL ANGLE OF 9805317", AND A CHORD WHICH BEARS N78°21'24"W A
DISTANCE OF 227.93 FEET;
THENCE N28054'46"W, A DISTANCE OF 156.37 FEET;
THENCE 198.25 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
Page 2 of 6
:►au:3rr_1
150.00 FEET, A CENTRAL ANGLE OF 75.43-31 ", AND A CHORD WHICH BEARS N66.46-31 "W A
DISTANCE OF 184.13 FEET;
THENCE S75°21'43"W, A DISTANCE OF 166.10 FEET;
THENCE 67.58 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 38°43'24", AND A CHORD WHICH BEARS N85°16'35"W A
DISTANCE OF 66.31 FEET;
THENCE N65054'53"W, A DISTANCE OF 985.35 FEET;
THENCE 408.54 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 117°02'14", AND A CHORD WHICH BEARS S55°34'00"W A
DISTANCE OF 341.12 FEET;
THENCE S02057'07"E, A DISTANCE OF 529.32 FEET TO THE POINT OF TERMINUS, BEING A
POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 25, FROM
WHICH THE SOUTH QUARTER CORNER OF SAID SECTION 25 BEARS N89017'58"E, 908.90
FEET.
IT IS THE INTENT OF THIS DESCRIPTION THAT THE SIDELINES BE LENGTHENED OR
SHORTENED TO END ON THE EAST AND SOUTH LINES OF SAID SECTION 25
PARCEL 2:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 35, AND CONSIDERING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 35 TO BEAR S00035'28"E,
SAID LINE BEING MONUMENTED ON ITS NORTH END BY A 23"x16"x8" GRANITE STONE WITH
A CHISELED 1/4" ON ITS EAST FACE, AND ON ITS SOUTH END BY A NO. 4 REBAR IN STONE
MOUND, BASED UPON THE COLORADO STATE PLANE NORTH ZONE COORDINATE SYSTEM
NAD 83(1992), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO;
THENCE ALONG SAID EAST LINE OF THE SOUTHEAST QUARTER, S00°35'28"E, A DISTANCE
OF 434.11 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EAST LINE, S00035'28"E, A DISTANCE OF 140.20 FEET
TO A POINT, FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 35 BEARS
S00035'28"E, 2146.77 FEET;
THENCE N87032'59"W, A DISTANCE OF 518.52 FEET;
THENCE S02027'01 "W, A DISTANCE OF 10.00 FEET;
THENCE N87032'59"W, A DISTANCE OF 75.60 FEET;
THENCE N01 038'47"E, A DISTANCE OF 10.00 FEET;
THENCE N87032'59"W, A DISTANCE OF 274.03 FEET;
THENCE S54058'26"W, A DISTANCE OF 96.65 FEET;
THENCE S19°43'18"W, A DISTANCE OF 151.67 FEET;
THENCE S46008'37"W, A DISTANCE OF 122.83 FEET;
THENCE S82033'06"W, A DISTANCE OF 376.47 FEET;
THENCE S37044'37"W, A DISTANCE OF 183.23 FEET;
THENCE S07003'50"E, A DISTANCE OF 230.91 FEET;
THENCE S42054'55"E, A DISTANCE OF 280.34 FEET;
THENCE S19052'25"E, A DISTANCE OF 384.22 FEET;
THENCE S06019'26"E, A DISTANCE OF 94.21 FEET;
THENCE S36044'02"W, A DISTANCE OF 366.45 FEET;
THENCE N89052'11 "W, A DISTANCE OF 126.66 FEET;
THENCE N56051'25"W, A DISTANCE OF 162.72 FEET;
Page 3 of 6
WA a, 3rr_1
THENCE S88045'31 "W, A DISTANCE OF 603.82 FEET;
THENCE N80006'57"W, A DISTANCE OF 985.57 FEET;
THENCE N87048'56"W, A DISTANCE OF 124.56 FEET;
THENCE S84042'44"W, A DISTANCE OF 754.26 FEET;
THENCE S85049'09"W, A DISTANCE OF 596.62 FEET;
THENCE S88008'39"W, A DISTANCE OF 479.57 FEET;
THENCE S86000'45"W, A DISTANCE OF 68.44 FEET;
THENCE N72033'48"W, A DISTANCE OF 51.75 FEET;
THENCE N28016'34"W, A DISTANCE OF 106.78 FEET;
THENCE N13047'30"W, A DISTANCE OF 165.32 FEET;
THENCE N69030'46"W, A DISTANCE OF 22.29 FEET TO A POINT ON THE WEST LINE OF THE
SOUTHWEST QUARTER OF SAID SECTION 35, FROM WHICH THE SOUTHWEST CORNER OF
SAID SECTION 35 BEARS S01 °03'54"E, 955.37 FEET;
THENCE ALONG SAID WEST LINE, N01 °03'54"W, A DISTANCE OF 191.63 FEET TO A POINT,
FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 35 BEARS N01003'54"W,
1590.88 FEET;
THENCE S56034'28"E, A DISTANCE OF 170.80 FEET;
THENCE S18049'38"E, A DISTANCE OF 185.39 FEET;
THENCE S64015'44"E, A DISTANCE OF 70.06 FEET;
THENCE S85056'43"E, A DISTANCE OF 331.04 FEET;
THENCE N76038'27"E, A DISTANCE OF 114.11 FEET;
THENCE N01 045'53"W, A DISTANCE OF 75.85 FEET;
THENCE N88014'07"E, A DISTANCE OF 371.79 FEET;
THENCE S03044'28"E, A DISTANCE OF 50.00 FEET;
THENCE N86015'32"E, A DISTANCE OF 976.24 FEET;
THENCE S87048'56"E, A DISTANCE OF 143.40 FEET;
THENCE S80006'57"E, A DISTANCE OF 981.36 FEET;
THENCE N88045'31 "E, A DISTANCE OF 623.59 FEET;
THENCE S59016'12"E, A DISTANCE OF 51.89 FEET;
THENCE S64037'52"E, A DISTANCE OF 134.93 FEET;
THENCE N36044'02"E, A DISTANCE OF 215.54 FEET;
THENCE N33033'05"W, A DISTANCE OF 91.82 FEET;
THENCE N20014'19"W, A DISTANCE OF 120.53 FEET;
THENCE N11 046'24"W, A DISTANCE OF 201.73 FEET;
THENCE N43020'09"W, A DISTANCE OF 125.64 FEET;
THENCE N36016'14"W, A DISTANCE OF 137.14 FEET;
THENCE N11046" 9"W, A DISTANCE OF 120.18 FEET;
THENCE N06053'12"W, A DISTANCE OF 185.59 FEET;
THENCE N10015'09"E, A DISTANCE OF 110.46 FEET;
THENCE N38052'39"E, A DISTANCE OF 112.51 FEET;
THENCE N60000'44"E, A DISTANCE OF 113.46 FEET;
THENCE N82049'15"E, A DISTANCE OF 401.77 FEET;
THENCE N19015'42"E, A DISTANCE OF 153.36 FEET;
THENCE N31 °22'38"E, A DISTANCE OF 96.55 FEET;
THENCE N59003'18"E, A DISTANCE OF 122.38 FEET;
THENCE S87032'59"E, A DISTANCE OF 324.02 FEET;
THENCE N02027'01 "E, A DISTANCE OF 30.00 FEET;
THENCE S87032'59"E, A DISTANCE OF 384.03 FEET;
THENCE S02027'01 "W, A DISTANCE OF 30.00 FEET;
THENCE S87032'59"E, A DISTANCE OF 213.95 FEET TO THE POINT OF BEGINNING.
Page 4 of 6
:►au:3rr_1
EXCEPTING THEREFROM:
A 35-FOOT WIDE STRIP OF LAND, BEING 17.5 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTER LINE:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 35;
THENCE ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 35,
S00035'28"E, A DISTANCE OF 504.21 FEET TO THE POINT OF BEGINNING;
THENCE N87032'59"W, A DISTANCE OF 864.57 FEET;
THENCE 190.85 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
150.00 FEET, A CENTRAL ANGLE OF 72-54-04", AND A CHORD WHICH BEARS S55°59'59"W A
DISTANCE OF 178.24 FEET;
THENCE S19032'57"W, A DISTANCE OF 100.96 FEET;
THENCE 164.94 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
150.00 FEET, A CENTRAL ANGLE OF 63-00-09", AND A CHORD WHICH BEARS S51 °03'02"W A
DISTANCE OF 156.76 FEET;
THENCE S82033'06"W, A DISTANCE OF 303.36 FEET;
THENCE 312.82 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 89-36-56", AND A CHORD WHICH BEARS S37°44'38"W A
DISTANCE OF 281.89 FEET;
THENCE S07003'50"E, A DISTANCE OF 141.93 FEET;
THENCE 211.26 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
341.88 FEET, A CENTRAL ANGLE OF 35°24'16", AND A CHORD WHICH BEARS S24°45'58"E A
DISTANCE OF 207.91 FEET;
THENCE S42028'06"E, A DISTANCE OF 127.40 FEET;
THENCE 140.31 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
220.00 FEET, A CENTRAL ANGLE OF 36-32-26", AND A CHORD WHICH BEARS S24°11'53"E A
DISTANCE OF 137.94 FEET;
THENCE S05055'39"E, A DISTANCE OF 87.10 FEET;
THENCE 102.65 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
180.04 FEET, A CENTRAL ANGLE OF 32°40'06", AND A CHORD WHICH BEARS S22°15'42"E A
DISTANCE OF 101.27 FEET;
THENCE S38035'45"E, A DISTANCE OF 56.77 FEET;
THENCE 131.88 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 75.33-51 ", AND A CHORD WHICH BEARS S00°48'50"E A
DISTANCE OF 122.53 FEET;
THENCE S36058'06"W, A DISTANCE OF 203.25 FEET;
THENCE 154.98 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 88-47-52", AND A CHORD WHICH BEARS S81 °22'02"W A
DISTANCE OF 139.93 FEET;
THENCE N54014'02"W, A DISTANCE OF 28.42 FEET;
THENCE 161.48 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
250.00 FEET, A CENTRAL ANGLE OF 37-00-27", AND A CHORD WHICH BEARS N72°44'16"W A
DISTANCE OF 158.68 FEET;
THENCE S88045'31 "W, A DISTANCE OF 498.59 FEET;
THENCE 97.09 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 11-07-32", AND A CHORD WHICH BEARS N85040'43"W A
DISTANCE OF 96.94 FEET;
THENCE N80006'57"W, A DISTANCE OF 934.77 FEET;
THENCE 134.38 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
Page 5 of 6
500.00 FEET, A CENTRAL ANGLE OF 15°23'57", AND A CHORD WHICH BEARS N87048'56"W A
DISTANCE OF 133.98 FEET;
THENCE S84029'06"W, A DISTANCE OF 708.65 FEET;
THENCE 74.07 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 08029-15", AND A CHORD WHICH BEARS S88°43'44"W A
DISTANCE OF 74.00 FEET;
THENCE N87001'39"W, A DISTANCE OF 224.96 FEET;
THENCE 40.22 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
300.00 FEET, A CENTRAL ANGLE OF 07040'51 ", AND A CHORD WHICH BEARS S89°07'56"W A
DISTANCE OF 40.19 FEET;
THENCE S85017'31 "W, A DISTANCE OF 159.35 FEET;
THENCE 111.79 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 12-48-38", AND A CHORD WHICH BEARS S78°53'12"W A
DISTANCE OF 111.56 FEET;
THENCE 157.53 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A
RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 18°0306", AND A CHORD WHICH BEARS
S81 °30'25"W, A DISTANCE OF 156.88 FEET;
THENCE N89028'02"W, A DISTANCE OF 246.48 FEET;
THENCE 58.31 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 06-40-54", AND A CHORD WHICH BEARS S87-11-31"W A
DISTANCE OF 58.28 FEET;
THENCE S83051'04"W, A DISTANCE OF 32.62 FEET;
THENCE 140.85 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 80042-08", AND A CHORD WHICH BEARS N55°47'52"W A
DISTANCE OF 129.49 FEET;
THENCE N15°26'48"W, A DISTANCE OF 138.91 FEET;
THENCE 71.06 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 40°42'42", AND A CHORD WHICH BEARS N35-48-10"W A
DISTANCE OF 69.57 FEET;
THENCE N56009'31 "W, A DISTANCE OF 77.57 FEET TO THE POINT OF TERMINUS, BEING A
POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35, FROM
WHICH THE SOUTHWEST CORNER OF SAID SECTION 35 BEARS S01°03'04"E, 1,066.71
FEET.
IT IS THE INTENT OF THIS DESCRIPTION THAT THE SIDELINES BE LENGTHENED OR
SHORTENED TO END ON THE EAST AND WEST LINES OF SAID SECTION 35.
PARCELS 1 AND 2 CONTAIN A TOTAL OF 31.50 ACRES MORE OR LESS, AND ARE SUBJECT
TO ALL EASEMENTS, RIGHTS -OF -WAY, AND OTHER MATTERS OF RECORD OR THAT NOW
EXIST.
I HEREBY STATE THAT THE ABOVE DESCRIPTION WAS PREPARED BY ME AND IS TRUE
AND CORRECT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, BELIEF, AND OPINION.
JOHN STEVEN VON NIEDA, COLORADO P.L.S. 31169
FOR AND ON BEHALF OF THE CITY OF FORT COLLINS,+���>�
P.O. BOX 580, FORT COLLINS, CO 80522 z N,.k
Survey\Projects\Water & Sewer\Halligan\LegalsWandemoer\ Vandemoer Temp Access Esmt (Phase 2).doc iU 16
Page 6of6
s/oN�iL LANb�'
S:\Engineering\Departments\Survey\Projects\Water & Sewer\H all igan\Halligan Official drawing 2018.dwg
D D = —
=zm Jti �a
m c x cr—i ��' S zi
z °°
0 M V) I I r a
pow m
rh
m cn I m o �: 7
oz m � A o� t� b'a �v
v Z Cn
U)Cz �I�R Q 3
�.C�
< A C�
N 0
--1mv I
mZa
v I
��_ -n n D
0
,M > 3D`5 z
yC)� mm /
�A� ��N Fq
< G
0 M oaf :................ ........
Z.:_ — — D fT1
n
00D(!m) Atmnp Z F
ZI m <cn 0 ��
D�-Z--Dmm I V
mID m3m: O D
z fTl 0
0N� fNn i-.n m
SZ(,C) Mmp Co
v mZ:
z=m ��> �oN: U) O � rn m
=mz mo' (� (n M X
......... �....:...... �r � fTl < = C� n 2
mM m
Dmx .......... .... C� n M! nPICo
niD � Z —�
0 fTl �
m'� D O
vv= 0 rTj
D
o ;u
CIO
z0 -1 fTl
lTel CA 0
m� C FTl
vcn:� .............................. Z
NW j
m.............................. c�
�mA J Q -i
zz� : ._.r0
tn=o w��
=Nz -n mcn
m—
v= p m m 71
O U)
OJ OJ0
m:;N -0> (f)
mzz Cn am-c. ................Nn FTI
r v 0 CA � � N Q ............. ... ..v : CYJ l J
vm� / M,mv V cDZ
z (mn W ^ Q O
m m x A mo
y
3-0 ;
C/) +
o /j
VC6
Cn
C A FT 0(-)
n n
S:\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
Z(f)o(n SEE SHEET 3
jZZ�
o nvn
z
mzoz� A
� x
mNm
Z — x C)
v W W " W
� I W O
Ln
D GD N
Zm�
m 0 IIZ
o O J
C N
O
N
I o N
O
o D
w
^Gm
fTl
r >fl—u
w m �J
D o D
cn 00 M 0 �J
oC
ao� =D
>n
� I cm mnx
Z
mc)Fl�W
A M o - CA
y nm� m NN ��O
o N Cn 3 c� 0 fTl
N N
Wn m 3mm 01 � D
0)z v D Z Ro
rn
,I A00�
{No Un ;�uM
Dmrmrl I z
O o m v i
mm
cn --I v
Imn 0
(Am'i �F_0
•0 v f
•.,� ear I � fTl
t.
� N 0 1m g
kp ' yt7_ f3 mN.�o _tzm -o
U)mm0m N.P�m
�
� I czi A";oz O°O
I I N z y
�D m�D� �a
Z1 nNM
m m y0�
CA
`�ti1� ti
L
S,.\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
S0016'02"E
0zzi
z m00
m N0
N
0 0)IM
D =x'n
M —,in
I
o;�
DI
Z
mJ
2732.00' —
—
— —
z
0:*En
C
000
zzA
0Cn
�• m
C��
zmN
0W�
I
�I
I
I
w
I
m
N
��
0)�
00
0
0
C°
z
z
J
"r1 N m -0
-I
X OD X �m.
0
�
J iii
CozM
*
t0
8 X
I 0
z
00 u00DN
rn moo
cD m
• r
N
Ut
D
I
C�
m
OD
L4
90
OD
-10
4n •. N y N zz�
W N op fn 0
0
o � m0
xz.rs � Y 0
z Op x
Om�cNit
K I
SDI
�Kv
SEE SHEET 2
O D
z
� M�
� M
K
o � D
M O ;;u
ID
cn n m
=n C)=
m - C7 Fri �p
Mo -U�
CA C/) � o
m
OM
� D
U)
�1 M
(,a O K:
CT, �;uM
i n �
JOB
.� r O
F—
zW
C/) m
S:\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
' SEE SHEET 5
1
0
0 0.
O N
I V) wo N
m
cn �
0
z
D
Zll
n
m
r-
L
ON
z 0
mm
3 z
0 n
0
{ U O
nmm
0 3 v
m-im
vi • v
rn m
m D
3 -oo
d >
0p v o x X
o 0 0
K W M O
1 �l
Z : ;Tl .amcni N
0m
d: t� C:
Co
o r�i4zm
0ZC)
tSG N �
o6Oz
MZO
✓
(n
r ' m
��
n N>O
o.pn
t
z"
c�
w m
r
w
0
On
Nl
W
\
i
(BASIS OF BEARINGS, PARCEL 2)
S00'35'28"E 2721.08'
2146.77' —
O D
Z --j
�mm
oFT1�
K��
oD
M O �;u
= D
cn m n m
= n C) =
m--J C)F-ICo
mz —1��
�� -moo
fTlTI
Cn Om D
U)
-n M
CA O K:
cl ICJ M
I n
�r-o
F-
zCD
U)m
14I�1.201
434.11'
S:\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
EXHIBIT A
N01'03'54"W 2737.88'
f _ _ 955.37' _ 191.63' _ _ 1590.88 Iv
_ V)Wo�
I
D i 4 O
\z�
OC m 'P Tl z m -o D a1 0
�.Dr�(n �om0 vriKm�
OrCmm Wmm mcn
TI(n r.m(n �� W n>m
W(A ��0-1 OCo yu
OO n;U' 0 ZX N -U
Nf') U I ��Oz = i
=1 rnvC I
m m D N
n n
W m
Ln
N
O D
z--,
< M M
oM
K �
o D
mO�
D
rn
cnm mnx
m-i C7 m—
KZo N mo Cn�
mmm Z
s I `n CTl Cn O
2 0 N Q Frl
{U)�
ma)M
m
N; o I CA O
00
� M
N0D ! z
mmo
vow m J
��
o r
Z z CD
Cf) F9
0
.O o
� � N
Z • N 0) O
N (A N
1
SEE SHEET 4
:►au:3r2:3
DESCRIPTION OF A PERMANENT ACCESS EASEMENT
TO BE CONVEYED TO THE CITY OF FORT COLLINS
(VANDEMOER - GEO. A. HENDERSON CO. INC.)
PARCELS OF LAND TO BE CONVEYED AS A PERMANENT ACCESS EASEMENT, LOCATED
WITHIN THE SOUTH HALF OF SECTION 25, THE SOUTH HALF OF SECTION 35 AND THE
SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 11 NORTH, RANGE 71 WEST OF THE
SIXTH P.M.; COUNTY OF LARIMER, STATE OF COLORADO BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A 35-FOOT WIDE STRIP OF LAND, BEING 17.5 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTER LINE:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 25, AND CONSIDERING THE
SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 25 TO BEAR S89052'43"W,
SAID LINE BEING MONUMENTED ON ITS EAST END BY A 2-1/2" ALUMINUM CAP STAMPED
PLS 20676, AND ON ITS WEST END BY A 17"X14"X8" GRANITE STONE WITH NO VISIBLE
MARKINGS IN STONE MOUND, BASED UPON THE COLORADO STATE PLANE NORTH ZONE
COORDINATE SYSTEM NAD 83(1992), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE
THERETO;
THENCE ALONG THE EAST LINE OF SAID SECTION 25, N00054'49"W, A DISTANCE OF 20.52
FEET TO THE POINT OF BEGINNING;
THENCE 123.38 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 35-20-40", AND A CHORD WHICH BEARS N72°38'08"W A
DISTANCE OF 121.43 FEET;
THENCE N54057'48"W, A DISTANCE OF 58.54 FEET;
THENCE 101.34 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 29001'54", AND A CHORD WHICH BEARS N69°28'45"W A
DISTANCE OF 100.26 FEET;
THENCE N83059'42"W, A DISTANCE OF 808.12 FEET;
THENCE 76.62 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 21056-56", AND A CHORD WHICH BEARS N73°01'14"W A
DISTANCE OF 76.15 FEET;
THENCE N62002'46"W, A DISTANCE OF 122.72 FEET;
THENCE 78.46 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 22°28'34", AND A CHORD WHICH BEARS N73°17'03"W A
DISTANCE OF 77.95 FEET;
THENCE N84031'20"W, A DISTANCE OF 127.74 FEET;
THENCE 75.54 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 43-16-43", AND A CHORD WHICH BEARS S73050'19"W A
DISTANCE OF 73.75 FEET;
THENCE S52011'57"W, A DISTANCE OF 359.60 FEET;
THENCE 258.89 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
150.00 FEET, A CENTRAL ANGLE OF 98-53-17", AND A CHORD WHICH BEARS N78°21'24"W A
DISTANCE OF 227.93 FEET;
THENCE N28054'46"W, A DISTANCE OF 156.37 FEET;
THENCE 198.25 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
150.00 FEET, A CENTRAL ANGLE OF 75°4331 ", AND A CHORD WHICH BEARS N66°46'31 "W A
DISTANCE OF 184.13 FEET;
Page 1 of 5
EXHIBIT B
THENCE S75021'43"W, A DISTANCE OF 166.10 FEET;
THENCE 67.58 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 38°43'24", AND A CHORD WHICH BEARS N85°16'35"W A
DISTANCE OF 66.31 FEET;
THENCE N65054'53"W, A DISTANCE OF 985.35 FEET;
THENCE 408.54 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 117°02'14", AND A CHORD WHICH BEARS S55°34'00"W A
DISTANCE OF 341.12 FEET;
THENCE S02057'07"E, A DISTANCE OF 529.32 FEET TO THE POINT OF TERMINUS, BEING A
POINT ON THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 25, FROM
WHICH THE SOUTH QUARTER CORNER OF SAID SECTION 25 BEARS N89017'58"E, 908.90
FEET.
IT IS THE INTENT OF THIS DESCRIPTION THAT THE SIDELINES BE LENGTHENED OR
SHORTENED TO END ON THE EAST AND SOUTH LINES OF SAID SECTION 25
ALSO:
A 35-FOOT WIDE STRIP OF LAND, BEING 17.5 FEET ON EACH SIDE OF THE FOLLOWING
DESCRIBED CENTER LINE:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 35, AND CONSIDERING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 35 TO BEAR S00035'28"E,
SAID LINE BEING MONUMENTED ON ITS NORTH END BY A 23"X16"X8" GRANITE STONE WITH
A CHISELED "1/4" ON ITS EAST FACE, AND ON ITS SOUTH END BY A NO. 4 REBAR IN STONE
MOUND, BASED UPON THE COLORADO STATE PLANE NORTH ZONE COORDINATE SYSTEM
NAD 83(1992), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO;
THENCE ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 35,
S00035'28"E, A DISTANCE OF 504.21 FEET TO THE POINT OF BEGINNING;
THENCE N87032'59"W, A DISTANCE OF 864.57 FEET;
THENCE 190.85 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
150.00 FEET, A CENTRAL ANGLE OF 72054'04", AND A CHORD WHICH BEARS S55059'59"W A
DISTANCE OF 178.24 FEET;
THENCE S19032'57"W, A DISTANCE OF 100.96 FEET;
THENCE 164.94 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
150.00 FEET, A CENTRAL ANGLE OF 63-00-09", AND A CHORD WHICH BEARS S51 °03'02"W A
DISTANCE OF 156.76 FEET;
THENCE S82033'06"W, A DISTANCE OF 303.36 FEET;
THENCE 312.82 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
200.00 FEET, A CENTRAL ANGLE OF 89-36-56", AND A CHORD WHICH BEARS S37°44'38"W A
DISTANCE OF 281.89 FEET;
THENCE S07003'50"E, A DISTANCE OF 141.93 FEET;
THENCE 211.26 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
341.88 FEET, A CENTRAL ANGLE OF 35-24-16", AND A CHORD WHICH BEARS S24045'58"E A
DISTANCE OF 207.91 FEET;
THENCE S42028'06"E, A DISTANCE OF 127.40 FEET;
THENCE 140.31 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
220.00 FEET, A CENTRAL ANGLE OF 36°32'26", AND A CHORD WHICH BEARS S24°11'53"E A
DISTANCE OF 137.94 FEET;
Page 2 of 5
:►au:3r2:3
THENCE S05055'39"E, A DISTANCE OF 87.10 FEET;
THENCE 102.65 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
180.04 FEET, A CENTRAL ANGLE OF 32°40'06", AND A CHORD WHICH BEARS S22015'42"E A
DISTANCE OF 101.27 FEET;
THENCE S38035'45"E, A DISTANCE OF 56.77 FEET;
THENCE 131.88 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 75.33-51 ", AND A CHORD WHICH BEARS S00°48'50"E A
DISTANCE OF 122.53 FEET;
THENCE S36058'06"W, A DISTANCE OF 203.25 FEET;
THENCE 154.98 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 88°47'52", AND A CHORD WHICH BEARS S81 °22'02"W A
DISTANCE OF 139.93 FEET;
THENCE N54014'02"W, A DISTANCE OF 28.42 FEET;
THENCE 161.48 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
250.00 FEET, A CENTRAL ANGLE OF 37°00'27", AND A CHORD WHICH BEARS N72°44'16"W A
DISTANCE OF 158.68 FEET;
THENCE S88045'31 "W, A DISTANCE OF 498.59 FEET;
THENCE 97.09 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 11'07-32", AND A CHORD WHICH BEARS N85040'43"W A
DISTANCE OF 96.94 FEET;
THENCE N80006'57"W, A DISTANCE OF 934.77 FEET;
THENCE 134.38 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 15-23-57", AND A CHORD WHICH BEARS N87°48'56"W A
DISTANCE OF 133.98 FEET;
THENCE S84029'06"W, A DISTANCE OF 708.65 FEET;
THENCE 74.07 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 08°29'15", AND A CHORD WHICH BEARS S88043'44"W A
DISTANCE OF 74.00 FEET;
THENCE N87001'39"W, A DISTANCE OF 224.96 FEET;
THENCE 40.22 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
300.00 FEET, A CENTRAL ANGLE OF 07040-51 ", AND A CHORD WHICH BEARS S89°0756"W A
DISTANCE OF 40.19 FEET;
THENCE S85017'31 "W, A DISTANCE OF 159.35 FEET;
THENCE 111.79 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 12-48-38", AND A CHORD WHICH BEARS S78°53'12"W A
DISTANCE OF 111.56 FEET;
THENCE 157.53 FEET ALONG THE ARC OF A REVERSE CURVE TO THE RIGHT HAVING A
RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 18003-06", AND A CHORD WHICH BEARS
S81 °30'25"W, A DISTANCE OF 156.88 FEET;
THENCE N89028'02"W, A DISTANCE OF 246.48 FEET;
THENCE 58.31 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
500.00 FEET, A CENTRAL ANGLE OF 06°40'54", AND A CHORD WHICH BEARS S87011'31 "W A
DISTANCE OF 58.28 FEET;
THENCE S83051'04"W, A DISTANCE OF 32.62 FEET;
THENCE 140.85 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 80-42-08", AND A CHORD WHICH BEARS N55047'52"W A
DISTANCE OF 129.49 FEET;
THENCE N15026'48"W, A DISTANCE OF 138.91 FEET;
THENCE 71.06 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
100.00 FEET, A CENTRAL ANGLE OF 40°42'42", AND A CHORD WHICH BEARS N35048'10"W A
Page 3 of 5
:►au:3r2:3
DISTANCE OF 69.57 FEET;
THENCE N56009'31 "W, A DISTANCE OF 77.57 FEET TO THE POINT OF TERMINUS, BEING A
POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 35, FROM
WHICH THE SOUTHWEST CORNER OF SAID SECTION 35 BEARS S01°03'04"E, 1,066.71
FEET.
IT IS THE INTENT OF THIS DESCRIPTION THAT THE SIDELINES BE LENGTHENED OR
SHORTENED TO END ON THE EAST AND WEST LINES OF SAID SECTION 35.
ALSO:
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 34, AND CONSIDERING THE
EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 34 TO BEAR N01 003'54"W, SAID
LINE BEING MONUMENTED ON BOTH ENDS BY A NO. 6 REBAR WITH A 3-1/41' ALUMINUM CAP
STAMPED LS30829, BASED UPON THE COLORADO STATE PLANE NORTH ZONE
COORDINATE SYSTEM NAD 83(1992), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE
THERETO;
THENCE ALONG SAID EAST LINE, N01003'54"W, A DISTANCE OF 955.37 FEET TO THE POINT
OF BEGINNING;
THENCE N69°30'46"W, A DISTANCE OF 127.37 FEET;
THENCE S68053'23"W, A DISTANCE OF 182.02 FEET;
THENCE N7400510"W, A DISTANCE OF 233.89 FEET;
THENCE S69018'34"W, A DISTANCE OF 119.46 FEET;
THENCE S37058'59"W, A DISTANCE OF 59.12 FEET;
THENCE S57019'57"W, A DISTANCE OF 236.31 FEET;
THENCE N88008'16"W, A DISTANCE OF 118.17 FEET;
THENCE N44038'55"W, A DISTANCE OF 174.23 FEET;
THENCE S80031'58"W, A DISTANCE OF 77.51 FEET;
THENCE S23016'28"W, A DISTANCE OF 168.85 FEET;
THENCE S90000'00"W, A DISTANCE OF 229.59 FEET;
THENCE N38045'44"W, A DISTANCE OF 378.27 FEET;
THENCE N73032'46"W, A DISTANCE OF 141.83 FEET;
THENCE N39033'00"W, A DISTANCE OF 378.76 FEET TO A POINT ON THE NORTH LINE OF
THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 34, FROM
WHICH THE CENTER SOUTH SIXTEENTH CORNER OF SAID SECTION 34 BEARS N89059'20"W,
584.65 FEET;
THENCE ALONG SAID NORTH LINE, S89°59'20"E, A DISTANCE OF 196.74 FEET TO A POINT
FROM WHICH THE SOUTHEAST SIXTEENTH CORNER OF SAID SECTION 34 BEARS
S89059'20"E, A DISTANCE OF 551.32 FEET;
THENCE S41 °19'36"E, A DISTANCE OF 217.26 FEET;
THENCE S89007'28"E, A DISTANCE OF 105.45 FEET;
THENCE S61 °47'21 "E, A DISTANCE OF 53.95 FEET;
THENCE S45043'25"E, A DISTANCE OF 162.87 FEET;
THENCE S15047'57"E, A DISTANCE OF 140.36 FEET;
THENCE S72057'33"E, A DISTANCE OF 42.68 FEET;
THENCE N56013'54"E, A DISTANCE OF 239.19 FEET;
THENCE S88041'56"E, A DISTANCE OF 127.19 FEET;
THENCE S59031'54"E, A DISTANCE OF 210.38 FEET;
THENCE N51 °15'14"E, A DISTANCE OF 216.99 FEET;
Page 4 of 5
:►au:3r2:3
THENCE N73008'19"E, A DISTANCE OF 194.98 FEET;
THENCE S83030'50"E, A DISTANCE OF 199.02 FEET;
THENCE N67037'56"E, A DISTANCE OF 199.12 FEET;
THENCE N86015'43"E, A DISTANCE OF 82.76 FEET;
THENCE S56034'28"E, A DISTANCE OF 82.00 FEET TO A POINT ON THE EAST LINE OF THE
SOUTHEAST QUARTER OF SAID SECTION 34, FROM WHICH THE EAST QUARTER CORNER
OF SAID SECTION BEARS N01003'54"W, A DISTANCE OF 1,590.88 FEET;
THENCE ALONG SAID EAST LINE, S01003'54"E, A DISTANCE OF 191.63 FEET TO THE POINT
OF BEGINNING.
CONTAINING A TOTAL OF 18.82 ACRES MORE OR LESS, AND BEING SUBJECT TO ALL
EASEMENTS, RIGHTS -OF -WAY, AND OTHER MATTERS OF RECORD OR THAT NOW EXIST.
I HEREBY STATE THAT THE ABOVE DESCRIPTION WAS PREPARED BY ME AND IS TRUE
AND CORRECT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, BELIEF, AND OPINION.
JOHN STEVEN VON NIEDA, COLORADO P.L.S. 31169
FOR AND ON BEHALF OF THE CITY OF FORT COLLINS, \
P.O. BOX 580, FORT COLLINS, CO 80522
31169
7'o
/�'�aL LAPlC�G'
Survey\projects\water & sewer\halligan\legals\vandemoer\ vandemoer perm access esmt (phase 3).doc
Page 5 of 5
S:\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
yDD= 4r-
0 N D�jm?xvM = D16
z ao z ��p N m °a. NAdo cmNz TlN nC z.............................J^�R
A < - ` l
0>N y
Z N O
Mm0
mZD
m v (7
2s 0 D
D
.ZO1Zr < z
D n 7
Z. -D ........... ..........
O1m m
D `-'' -zi l� 0 z
M � D � Z
viov m 0
c) m
D cox:
=Z(7) mz: U)
zmv�
=m : m =
�mz �m Cf) O �% I71 n frl
m s.7 ..... Crl FT1 N ITl < _ 0 C7 =
..................
Dmm ..................... .... (JI n ;u m z n CD
o ;u v I C�-T,
Cn
m -o �
R M �' O
vcn
m m I C7
............................. .
N
-Imo
Om� 0
zZ! y r O
N=o r-
zo'n z
�
X� � m
xv
WWm
m�N
m z z (./) :... N M
m v o CA rTl .::::::.... '.'
v=m mX
C m
v CDz m y oN
y
\ 0
V
CIA m0
O
S:\Engineering\Departments\Survey\Projects\water & Sewer\Halligan\Halligan Official drawing 2018.dwg
ZU)oj SEE SHEET 3
�lli
On0C)
z
mz0-
3 x .
CNm
ZWx"
0raoN
m ' cn
D y
Zm-4
4 7
cn v L
C N
O
N
I wo N
0
n D
O
Z
z m m
MM�
W �o z
>N M
cn oo O Z
O ,R01
—i
Co P� m ID
CAI
��
c� m
cn x
_� fin=
z N M o n FT1
N JI MN CO
w
p
�• N NN O
m M Ln N n cn O -�
rn� �Z Cj -9
O v
�OK:
I L4 �;u z
35'
17.5' O O
Z CD
30
I
S� �NommO
A`: O ",• nZ oo�
K
r a oN0O'"1 �(i�O
>0) I m�omo
(� f1Q ?j' N VI W N K A N Z 000 • \'
QR JD� n mN� ova C�
CD m C7
J —m Ul
ZZ— �00> 1'
i
S:\Engineering\Departments\Survey\Projects\Water& Sewer\Halligan\Halligan Official drawing 2018.dwg
(nF S00'16'02"E 2732.00' z o �
z
0zz� 000
z m0 zzA
m:*m0 m0N
i ; fin I C
> X- o Co
I
M m :L
A -'
I I
o ;u
DI
z
mJ
I
I
I
U)
L m
m ry c)
(A C) °D o z
z
CIt
to -n fin
m m 00 -1
0 0 co '
N m O
(p Ln 01
N 100OD A
CI 0 0O z
;o C
p (n
CO
O
I
I
WO
z�ON
ZU Cr
N
I -Azz
to
GIN
aM1 ' r
(A�
O
0
O: O
moOD�
CCni,+m
z—x'n
O W 0 N
m . U1
K I
SDI
SEE
SHEET 2
�
NZm
OD
Z
z m �
M m
O Z
.Zm7 --j m
OZ
m=D
Nn mC7x
_ C) =
m0 C7m—
�� ���
wM o
C O M T'
w -T1 U)
M
O K:
m
Cn z
C-i
O- O
F—
zW
U)m
3S,
S.'\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
SEE SHEET 5
W
m
wn
O
Z
oD
z
D < �
o
z FT
m �
�0D
o
_
O W J Z
71
ZJ —I M
O
o
N
N
I —I
m = D
U) n fT1 C7 X
C-)=
m0 corn-
M� ���
o
OM
wT,
�
P M
Ro O K:
m
�z
I �
C)
5s
J o 0
g'Ll
z Co
C/) m
��� .•''�pji � o-0 z m o� o
O� % o o'
om z: Sj �o D*wA0
movo om
pdZzrrizmD=X
Om��cnMzmocfC o
ul rrl
ZX(A QR�. ">' m NC) 0D
is
vW I ZV
5j 0 mJ
(BASIS OF BEARINGS)
S00'35'28"E 2721.08'
S.\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
SEE
V./277.8
SHEET 6
N01'03'54"WI) _
_
w
Z N W TI fn
D
0
'
zo
cCm?o�
z0
mzv
;uo�
m
0>m0
-0 cm•
rtT�
O N
n
300
cril�mN
W
o O
Co D
000m
0
0�.-Im1
0
���CWJ1
N
Z
c
m
x j
m rn N
v
c�
tr
0 D
z
Z
f`T1
Z
O
M
O Z
35'
mn x
17.5'
U)
=O C7=
—
rrl z C7 m
M� ���
Ui N O
01 O m TI
W>
M
Ro 0 K
CAM
m
I 0--]
�I r 0
z
v
z
U
0
jC7 t .0
D
a
c
CA
Z
(�
z
oo-
N
o
(fl
CA
N
SEE SHEET
4
S:\Engineering\Departments\Survey\Projects\Water & Sewer\Halligan\Halligan Official drawing 2018.dwg
DlzzN
O
m�\
O D rn rn
r
O
C,, �I
o
W0
K) ogm T,
O
S
Z
N
N
I
�—
o
i
00m
I
I
I
I
I
I
I
Cj
O �o
rn
LD
ZD(j om�,bQ3
o
yCR..
CU�000
Z iTl TI (
o0>rncn0
O
Z
Z
�1 M O
m(.,m
0
000>
N M
N01'03'54"W
2737.88'
955.37'
U1O
(�
co
o
C)
10,
m0
D
<Ou
WN
Z
CA
N gym-.
f`Tl�
�
m
M m
o p D
4
z
�--IM
I
z
I 0
�
—I
IN
=
m D
0 ITI Q X
_� C7=
mOz nmap
—I (n —i � -I
rn O
(j -n (n
Cj
V 0 M
D
D
(n
-u -P.Z\
P
0D6)0
Ro 0
r-CAO
m
Cn
I
OD >
L4
(AC7
PZ
C )
J0O
"zW
cn C,a -1 m
D � �
U � Z
m Z.
c�
0DrnO
r C A A
N3WN
m
0>X
CD W
N
(BASIS OF BEARINGS) `°
1590.88' _
SEE SHEET 5