HomeMy WebLinkAboutTHE LANDING AT LEMAY REZONE AND STRUCTURE PLAN AMENDMENT - REZ220001 - SUBMITTAL DOCUMENTS - ROUND 1 - ZONING MAPEASEMENT LINE
RIGHT-OF-WAY
SECTION LINE
(R) = RECORDED
(M) = MEASURED
Symbol Legend
FOUND CORNER
FND SECTION CORNER
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PROPERTY BOUNDARY
PROPOSED REZONING
BOUNDARY
CALCULATED POSITION
DRAFT
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THE LANDING AT LEMAY REZONE MAP
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SURVEYOR'S STATEMENT
I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor, do hereby state that
this map of land proposed to be rezoned in the County of Larimer, State of Colorado was
prepared under my direct supervision from existing documents of record and that the same is
true and correct to the best of my knowledge, information and belief.
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
1 CITY OF FORT COLLINSLARIMER COUNTY, COLORADONOTES:
1) Subject Property Address: NO PUBLISHED ADDRESS
2) This survey does not constitute a title search by Northern Engineering to determine ownership
or easements of record. For all information regarding property lines and easements, Northern
Engineering relied upon commitment number ABD25184271, dated 01/29/2021 by Land Title
Guarantee Company.
3) This is not a statutory boundary survey, lines ran or shown have not been evaluated for title
rights either written or unwritten.
4) This map is not a land survey plat or improvement survey plat, and it is not to be relied upon for
the establishment of fence, building, or other future improvement lines.
5) Adjacent property owner information per the Larimer County Land information Locator.
6) Zoning information per the City of Fort Collins GIS FCMaps Zoning Portal.
7) Approximate Subject Property contains 744,987 square feet or 17.103 acres, more or less.
8) This is not a statutory land survey as defined by the State of Colorado. Monuments depicted for
reference purposes only.
N VICINITY MAP
1" = 2000'
SITE
LEMAY AVE.EAST VINE DR.
MULBERRY RD.
Sheet
Of 2 SheetsTHE LANDING AT LEMAY REZONE MAPNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.ENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comDESCRIPTION OF REZONING AREA I TO MMN:
PARCEL 1:
A TRACT OF LAND SITUATE IN THE NORTHWEST 1/4 OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, LARIMER COUNTY, COLORADO WHICH CONSIDERING THE WEST LINE OF THE SAID
NORTHWEST 1/4 AS BEARING SOUTH 02° 04' 03"' WEST AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE
THERETO IS CONTAINED WITHIN THE BOUNDARY LINES WHICH BEGIN AT A POINT ON THE SOUTH
RIGHT-OF-WAY LINE OF THE BURLINGTON NORTHERN RAILROAD WHICH BEARS SOUTH 02° 04' 03" WEST 80.00
FEET, AND AGAIN SOUTH 89° 36' 37" EAST 977.15 FEET FROM THE NORTHWEST CORNER OF SAID SECTION 7 AND
RUN THENCE SOUTH 89° 36' 37" EAST 265.85 FEET ALONG SAID SOUTH RIGHT-OF-WAY LINE:
THENCE SOUTH 02° 04' 03" WEST 420.81 FEET;
THENCE SOUTH 89° 36' 58" EAST 58.51 FEET;
THENCE SOUTH 50° 01' 54" EAST 914.21 FEET TO THE MOST NORTHERLY CORNER OF FORT COLLINS CENTER -
SECOND FILING;
THENCE ALONG THE BOUNDARY LINE OF SAID SECOND FILING, SOUTH 39° 58' 06" WEST 658.00 FEET TO THE
NORTHWEST CORNER OF FORT COLLINS BUSINESS CENTER - THIRD FILING;
THENCE NORTH 50° 01' 54" WEST 150.00 FEET;
THENCE SOUTH 33° 06' 53" WEST 350.16 FEET;
THENCE NORTH 87° 55' 57" WEST 294.16 FEET;
THENCE NORTH 02° 04' 03" EAST 38.81 FEET;
THENCE NORTH 87° 55' 57" WEST 204.00 FEET:
THENCE NORTH 02° 04' 03" EAST 62.53 FEET;
THENCE NORTH 87° 55' 57" WEST 503.00 FEET;
THENCE NORTH 02° 04' 03" EAST 24.72 FEET TO A POINT ON THE PROPOSED EASTERLY LINE OF LEMAY AVENUE;
THENCE ALONG SAID EASTERLY LINE, NORTH 38° 58' 00" EAST 680.12 FEET;
AND AGAIN ALONG THE ARC OF A 1125.00 FOOT RADIUS CURVE TO THE LEFT A DISTANCE OF 652.52 FEET, THE
LONG CHORD OF WHICH BEARS NORTH 22° 21' 01" EAST 643.41 FEET.
AND AGAIN NORTH 05° 44' 03" EAST 427.39 FEET TO THE POINT OF BEGINNING,
EXCEPTING THEREFROM, THE PARCELS CONVEYED IN INSTRUMENTS RECORDED OCTOBER 17, 1986 UNDER
RECEPTION NO. 86060308, NOVEMBER 13, 1986 UNDER RECEPTION NO. 86066341, MARCH 6, 1988 UNDER RECEPTION
NO. 88025752 AND MARCH 28, 2016 UNDER RECEPTION NO. 20160018392,
COUNTY OF LARIMER, STATE OF COLORADO.
PARCEL 2:
A TRACT OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE
68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
CONSIDERING THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 7 AS BEARING NORTH 00° 33' 51" EAST
AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 7; THENCE ALONG SAID WEST LINE, NORTH 00°
33' 51" EAST, 993.59 FEET; THENCE, SOUTH 89° 26' 09" EAST, 794.24 FEET, SAID POINT ALSO BEING ON THE NORTH
LINE OF THAT TRACT OF LAND DESCRIBED AT RECEPTION NO. 20070066749; THENCE ALONG THE NORTH AND
WEST LINES OF SAID TRACT THE FOLLOWING 2 COURSES AND DISTANCES: SOUTH 89° 26' 09" EAST, 26.74 FEET;
THENCE, SOUTH 00° 33' 51" WEST, 14.55 FEET TO A POINT ON THE WEST LINE OF SAID TRACT; THENCE SOUTH 60°
52' 44" EAST, 100.36 FEET TO THE POINT OF BEGINNING, SAID POINT BEING ON THE NORTHERLY LINE OF THAT
TRACT OF LAND DESCRIBED AT RECEPTION NO. 86066341;
THENCE ALONG THE NORTHERLY AND EASTERLY LINES OF SAID TRACT THE FOLLOWING 4 COURSES AND
DISTANCES:
SOUTH 89° 26' 09" EAST, 115.85 FEET; THENCE, SOUTH 00° 33' 51" WEST, 38.31 FEET; THENCE SOUTH 89° 26' 09" EAST,
294.18 FEET; THENCE, SOUTH 31° 36' 41" WEST, 162.07 FEET; THENCE DEPARTING SAID EASTERLY LINE, NORTH 60°
52' 44" WEST, 371.65 FEET TO THE POINT OF BEGINNING,
EXCEPTING THEREFROM, THE PARCELS CONVEYED IN INSTRUMENT RECORDED MARCH 28, 2016 UNDER
RECEPTION NO. 20160018392,
COUNTY OF LARIMER, STATE OF COLORADO.
PARCEL 3:
A TRACT OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE
68 WEST OF THE 6TH PRINCIPAL MERIDIAN, , COUNTY OF LARIMER, STATE OF COLORADO, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
CONSIDERING THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION 7 AS BEARING NORTH 00° 33' 51" EAST
AND WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO:
COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTION 7; THENCE ALONG SAID WEST LINE, NORTH 00°
33' 51" EAST, 993.59 FEET; THENCE, SOUTH 89° 26' 09" EAST, 794.24 FEET TO THE POINT OF BEGINNING, SAID POINT
ALSO BEING ON THE NORTH LINE OF THAT TRACT OF LAND DESCRIBED AT RECEPTION NO. 20070066749; THENCE
ALONG THE NORTH AND WEST LINES OF SAID TRACT THE FOLLOWING 2 COURSES AND DISTANCES: SOUTH 89°
26' 09" EAST, 26.74 FEET; THENCE, SOUTH 00° 33' 51" WEST, 14.55 FEET TO A POINT ON THE WEST LINE OF SAID
TRACT; THENCE DEPARTING SAID WEST LINE, NORTH 60° 52' 44" WEST, 30.44 FEET TO THE POINT OF BEGINNING,
EXCEPTING THEREFROM, THE PARCELS CONVEYED IN INSTRUMENT RECORDED MARCH 28, 2016 UNDER
RECEPTION NO. 20160018392,
COUNTY OF LARIMER, STATE OF COLORADO.
LINCOLN AVE.
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NORTHEAST CORNER
SECTION 7-T7N-R68W
2005
TEST
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V.P.
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
W/GPC, LS 38316
FND #4 REBAR
W/GPC, LS 38316
FND #4 REBAR
W/GPC, LS 38316
FND #4 REBAR
W/GPC, LS 38316
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
NORTHWEST CORNER
SECTION 7-T7N-R68W
FND #6 REBAR W/3 1/4"
ALUMINUM CAP, PLS 17497
1993
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
Delta= 6°25'29"
R=1578.00' L=176.94'
(M) Dir= N35°25'41"E
Chord= 176.85'(M) N40°06'15"E 217.06'Delta= 8°47'50"
R=1380.00' L=211.89'
(M) Dir= N28°20'07"E
Chord= 211.68'
(M) N23°56'12"E
89.54'
Delta= 25°03'25"
R=1005.00' L=439.51'
(M) Dir= N11°24'30"E
Chord= 436.02'
(M) N01°07'15"W 117.25'
(M) N88°44'21"E 75.67'(M) S00°30'20"W 417.97'(M) S88°15'17"E 57.91'
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'(M) N38°38'25"E 386.00'LEMAY AVENUE(PUBLIC ROW VARIES)D
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5' TEMPORARY EASEMENT
REC. NO. 20160036318
N88°53'46"E 5210.14'LOT 1FORT COLLINS BUSINESS CENTERTHIRD FILINGOWNER: JAY-TEX AVIATION INC.PARCEL 2
PARCEL 3
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SPLUMWOODLANE LOT 6OWNER: ROMERO-VARGASALEJANDRO EMILIOFORT COLLINS BUSINESS CENTERSECOND FILINGTRACT AOWNER: AIRPARKINDUSTRIALDEVELOPMENT LLCLOT 1AMENDED LOTS 7 & 8 OFFORT COLLINS BUSINESSCENTER SECOND FILINGOWNER: SIB PROPERTIES LLC
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UNPLATTED
OWNER: AIRPARK INDUSTRIAL
DEVELOPMENT LLC
FND BRASS TAG
IN CONCRETE OF
CHAIN LINK
FENCE CORNER
LS #57963
FND #4 REBAR
N29°07'02"E
75.94' (TIE)
N29°07'02"E
75.84' (TIE)
N29°07'02"E
75.98' (TIE)
N44°48'19"E
78.93' (TIE)
SAN CRISTO PUD
SECOND FILING
SAN CRISTO PUD
OWNER:
CITY OF FORT COLLINS
S69
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2
6
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2
3
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171.
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9
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79.71' (TIE)N01°05'42"W
80.44' (TIE)
UNPLATTED
OWNER: AIRPARK INDUSTRIAL
DEVELOPMENT LLC
UNPLATTED
OWNER: CITY OF FORT COLLINS
UNPLATTED
OWNER: UNAVAILABLE
FND #4 REBAR
FND #4 REBAR
S88°44'21"W
190.47' (TIE)
NORTH LINE OF
SECTION 7-T7N-R68W
BASIS OF BEARINGS E. VINE DRIVE
(PUBLIC ROW VARIES)
S54°19'51"E
45.74' (TIE)
EXISTING ZONING: I (INDUSTRIAL)
PROPOSED ZONING: MMN (MEDIUM DENSITY MIXED-USE
NEIGHBORHOOD DISTRICT)
744,987 sq. ft. ±
17.103 acres ±
EXISTING ZONING TO REMAIN: I (INDUSTRIAL)
409,407 sq. ft. ±
9.399 acres ±
PARCEL 1
PARCEL 1
975.58'
3969.44'
(R
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(R) S89°36'37"E
(R) S02°04'03"W 420.81'(R) S89°36'58"E 58.51'
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'(R) S33°06'53"(R) S38°38'49"W 386.36'
(R) S11°24'54"W 436.02'
(R) S23°56'36"W 89.54'
(R) S28°20'31"W 211.68'(R) S40°06'39"W 217.06'
(R) S35°26'05"W 176.85'
THE LANDING AT LEMAY REZONE MAP
A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 NORTH, RANGE 68 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
2 CITY OF FORT COLLINSLARIMER COUNTY, COLORADOSheet
Of 2 SheetsTHE LANDING AT LEMAY REZONE MAPNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.ENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comNORTH
For and on behalf of Northern Engineering Services, Inc.
Robert C. Tessely
Colorado Registered Professional Land Surveyor No. 38470
PRELIMINARY