HomeMy WebLinkAboutGATEWAY AT PROSPECT - BDR200010 - SUBMITTAL DOCUMENTS - ROUND 1 - SUBDIVISION PLATPROSPECT ROAD
INTERSTATE - 25
HWY 14 / E. MULBERRY ST
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
1
CITY OF FORT COLLINS
STATE OF COLORADO
NOTES:
1) The Basis of Bearings is the South line of the Southeast Quarter of Section 16, as bearing South 88° 21' 25" East (assumed
bearing) as monumented on drawing.
2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon Property Information
Binder Order No. FCIF25171309, dated April 13, 2020, prepared by Land Title Guarantee Company.
3) The lineal unit of measurement for this plat is U.S. Survey Feet.
4) There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving
equipment or landscaping that are allowed by Sections 12-120 - 12-122 of the City code.
5) FLOOD ZONE DESIGNATION: ACCORDING TO FEMA MAP NUMBER 08069C0984H, DATED MAY 2, 2012, A
PORTION OF THIS TRACT OF LAND IS WITHIN A FEMA DESIGNATED SPECIAL FLOOD HAZARD AREA (SFHA), AND
IS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE (100-YEAR) FLOOD. THIS AREA IS ALSO INCLUDED IN
A LETTER OF MAP REVISION (LOMR) CASE NUMBER 17-08-1354P EFFECTIVE FEBRUARY 21, 2019. THE FLOOD
FRINGE IS AN AE ZONE, MEANING THAT THE BFE'S HAVE BEEN DETERMINED.
6) Northern Engineering or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and
recommends the owner retain an expert to address these matters. Northern Engineering or the Professional Land Surveyor listed heron
assumes no responsibility for the mineral rights upon the subject property.
7) For easements created by separate document and shown hereon refer to record document for specific terms.
8) A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon
for their use and review.
9) Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their
descriptions are shown hereon with sufficient data to establish their position. Owner, Client and others should refer to the title
commitment and those documents listed therein for a true understanding of all rights of way, easements, encumbrances, interests and
title of record concerning the subject property.
10) Adjacent property owner information per the Larimer County Land information Locator.
11) Zoning information per the City of Fort Collins GIS Zoning Districts information locator.
12) Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined
as to restrictions, exclusions, conditions, obligations, terms, or as to the right to grant the same.
13) Subject property is currently zoned UE - Urban Estate, LMN - Low Density Mixed Use Neighborhood, E - Employment, and
CG - General Commercial.
14) Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined
as to restrictions, exclusions, conditions, obligations, terms, or as to the right to grant the same.
15) Per CRS 38-51-105 (3)(a), (3)(b), (4)(b), (4)(c), & 5, the Developer/Owner of the subdivision plat has the requirement of
providing monumentation of the interior corners created by this platting procedure within one year of the effective date of a sales
contract. The Surveyor of record of said subdivision plat has only the required responsibility of providing for the on the ground
monumentation of the external boundary of the subdivision plat.
16) This survey is a draft only. Monuments have not been set or upgraded. Monuments will be set and or upgraded prior to plat
finalizing and recording.
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
TRACT A
TRACT A
TRACT B
TRACT D
TRACT C
TRACT E
TRACT F
TRACT B
TRACT G
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
N00°11'16"E
33.04'
LOT 18
LOT 17
CROSSROADS EAST
BUSINESS CENTER
CROSSROADS EAST
BUSINESS CENTER
SMITHFIELD
SUBDIVISION
LOT 1
LOT 2
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
SUNRISE
ACRES 2ND
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 12
LOT 30 LOT 29
LOT 31
LOT 33 LOT 32
Owner: Cooperslew Openspace Assn
Owner: Cooperslew
Openspace Assn
Owner: Cache La
Poudre Reservoir CO
Owner:
Sheafor
Sheryl
Owner: Dean Andrew
G & Jack E
Owner: Baldwin
Thomas R & Janelle R
Owner: Croissant
Peter A & Randall H
Owner: Slate Robert Stephan
& Slate Annette Kay
Owner: Slate Robert Stephan
& Slate Annette Kay
Owner: Martinez Ronald A
& Linda M & Shane M
Owner: Gonzales Tomas M
& Carolina G
Owner: Kavar Kenneth L
& Linda L
Owner: Defruiter
Ruby A & Peggy L
Owner: Stager
Patricia A
Owner: Technical
33.04'
INTERSTATE LAND
PUD 1ST FILING
TRACT A
LOT 1
SMITHFIELD
SUBDIVISION
LOT 16
LOT 15
Owner: Cooperslew Openspace Assn
Owner: Cooperslew Openspace Assn
Owner: Jordan David W &
Jordan Marjorie M
Owner: Normandin Kim W
Owner: 1303
FRONTAGE
HOLDINGS LLC
S65°21'37"E 353.30'
S79°21'37"E 300.00'
N57°08'23"E 197.00'
N69°08'23"E
141.86'
S00°11'10"W 601.01'
S01°58'22"W 408.31'
N76°26'25"W 300.61'
S11°47'57"W 629.05'
N00°12'15"E 1649.54'
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
20' WATERLINE EASEMENT
REC. NO. 97004214
50' RIGHT OF WAY FOR
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGE 10
WATER & SANITARY
SEWER EASEMENT
BOOK 2285, PAGE 1162
40' WATERLINE EASEMENT
REC. NO. 20060044720
PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
APPROXIMATE FLOWLINE OF
CACHE LA POUDRE RESERVOIR
20' WATERLINE EASEMENT
REC. NO. 97004214
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
EAST QUARTER CORNER
SECTION 16, T.7N., R.68W.
FND 3 1/4" ALUMINUM CAP
LS 17483
TRACT A
1,356,547 sq. ft.
31.142 ac.
TRACT D
1,199,157 sq. ft.
STREET B
(66' PUBLIC ROW)
STREET E
(66' PUBLIC ROW)
STREET D
(76' PUBLIC ROW)
OWNER: DESELMS ROBERT A
& K DENISE
OWNER: SEA STAR LIMITED
PARTNERSHIP
OWNER: ANDERSON KENNETH E &
JULIE ANN
& ANDERSON SCOTT R
OWNER: DEADMOND LARRY
L & NANCY K
WEST LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
S05°13'35"W 157.09'
N00°11'16"E 736.49'
N88°20'33"W 315.26'
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
TRACT F
188,577 sq. ft.
4.329 ac.
S00°10'50"W
151.25'
C
35
S17°21'55"E
155.20'
N17°21'55"W
155.20'
C
8
N00°10'50"E 269.33'
S89°49'10"E 66.00'
S00°10'50"W
2.07'
C
9
S89°49'10"E
463.69'
C
10
C
1
1
N61°02'26"E 57.00'
C12
C
1
3
S34°27'14"E 72.00'
C
1
4
C
S89°48'10"E
79.52'
FRONTAGE ROAD
(PUBLIC ROW VARIES)
S85°36'15"W 289.72'
HOLDINGS LLC
S82°01'25"W 157.09'
C
1
PROPOSED
CDOT ROW
C
1
7
C
1
8
C
1
9
S82°01'25"W
5.42'
S85°43'41"W 131.46'
C
4
6
C
4
5
WATERLINE EASEMENT
REC. NO. 97004213
20' UTILITY EASEMENT
REC. NO. 97004101
TRACT D
1,199,157 sq. ft.
27.529 ac.
N12°50'21"E
72.32'
N76°32'31"W
4.22'
C
6
1
C
6
0
C
5
9
C
5
8
C
6
2
C
6
3
C
6
FRONTAGE ROAD
(PUBLIC ROW VARIES)
EAST PROSPECT ROAD
(ROW VARIES PER
LARIMER COUNTY ROAD BOOK
INDEX #5, BOOK #4, PAGE #239,
BOXELDER ESTATES 2ND, REC. NO. 20160017400,
REC. NO. 1996002493 & REC. NO. 19880026808)
LOT1, BLOCK 1
BOXELDER
ESTATES 2ND
OWNER:
CULBERTSON
DAVID M
OWNER: MOODY
MARILYN JOANNE
OWNER: DEADMOND LARRY
L & NANCY K
POINT OF
BEGINNING 1
N00°11'16"E
360.01'
BOXELDER DR.
(60' PUBLIC ROW PER BOXELDER
ESTATES SECOND FILING)
OWNER: MOODY
MARILYN JOANNE
SOUTH LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
(BASIS OF BEARINGS)
PROPOSED
CDOT ROW
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
S01°38'45"W 455.56'
S46°38'49"W 141.42'
N88°21'25"W 194.86'
N01°38'10"E 270.01'
N88°21'50"W 290.40'
S01°38'10"W 269.97'
N88°21'25"W 95.00'
C
2
N01°38'10"E 314.96'
N88°21'50"W
60.00'
S01°38'10"W 314.95'
C
3
N88°21'25"W 330.68'
N00°11'10"E 330.01'
N88°21'50"W 120.13'
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
EAST PROSPECT ROAD
(ROW VARIES PER
LARIMER COUNTY ROAD BOOK
INDEX #5, BOOK #4, PAGE #239,
BOXELDER ESTATES 2ND, REC. NO. 20160017400,
REC. NO. 1996002493 & REC. NO. 19880026808)
FRONTAGE ROAD
(PUBLIC ROW VARIES)
PROPOSED
CDOT ROW
PROPOSED
CDOT ROW
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
S01°38'45"W 455.56'
S46°38'49"W 141.42'
20' DITCH EASEMENT
BOOK 1230, PAGE 470
30' PERMANENT
UTILITY EASEMENT
REC. NO. 88022711
SOUTHEAST CORNER
SECTION 16, T.7N., R.68W.
FOUND 2 1/2" BRASS CAP
IN CONCRETE, ILLEGIBLE
LS 14823
80' ROW
N88°21'25"W 2642.32'
31.37'
L6
C
2
1
N01°31'47"E 281.62'
C
2
2
N05°01'10"E 56.97'
65.44'
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
FND HWY ROW MONUMENT 4" ALUMINUM CAP, LS 12374
3 1
4" ALUMINUM CAP, LS 12374
9' UE
DRAINAGE
& UTILITY
EASEMENT
PROPOSED
CDOT ROW
N88°30'04"W
98.18'
N03°42'25"W
478.89'
S16°53'35"W
143.88'
S08°42'37"W
88.33'
S85°22'33"W
200.40'
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
PROPOSED
CDOT ROW
N00°12'05"E
73.12'
S85°22'02"W 328.26'
N88°33'23"W
82.80'
S00°12'06"W
78.70'
N88°21'25"W
59.24'
N43°21'11"W 141.39'
N01°38'45"E 455.57'
S26°47'14"W 560.45'
S61°09'08"W 99.88'
N88°18'07"W 203.23'
TRACT G
752,407 sq. ft.
17.273 ac.
N01°38'35"E
30.00'
POINT OF
BEGINNING 2
CDOT
INTERSTATE HIGHWAY 25
SOUTH LINE OF THE
SOUTHEAST QUARTER
SECTION 16-T7N-R68W
(BASIS OF BEARINGS)
S88°20'51"E
80.00'
S01°38'35"W
71.56'
570.57'
S88°21'25"E 2642.32'
671.42'
20' SANITARY SEWER EASEMENT TO
BOXELDER SANITATION DISTRICT
BOOK 1299 PAGE 205
PARCEL NO. 8721100001
OWNER: COLORADO STATE UNIVERSITY
RESEARCH FOUNDATION
FRONTAGE ROAD
OWNER: CDOT
OWNER: CDOT OWNER:
CDOT
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
N05°01'10"E 56.97'
C
2
3
FLOODPLAIN
S00°04'31"W
20.39'
S89°55'29"E
9.90'
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
S26°15'12"W
382.87'
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
8
CITY OF FORT COLLINS
STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
SEE SHEET 6
SEE SHEET 7
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:14:04 AM, 1:1
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
80' ROW
TRACT E
792,572 sq. ft.
18.195 ac.
N88°21'25"W 2642.32'
S17°21'55"E
155.20'
C
3
6
S00°09'35"W
99.73'
C
3
7
L4
C
3
8
L3
C
3
9
C
4
0
18.33'
27.51'
L5
C
6
N00°09'35"E
96.98'
C
7
N17°21'55"W
155.20'
31.37'
L6
C
2
1
N01°31'47"E 281.62'
C
2
2
N05°01'10"E 56.97'
C
2
3
302.51'
65.44'
L1
C
2
0
L2
N88°21'25"W
122.28'
242.51'
N00°50'59"E
222.69'
TRACT B
2,938,158 sq. ft.
67.451 ac.
27.5' 31.5'
ADD'L ROW
DEDICATED
BY THIS PLAT
2,977 sq. ft.
44.61'
27.50'
S88°21'25"E
110.00'
27.50'
12.50'
242.47'
302.46'
296.62'
N00°09'35"E
145.87'
C
5
1
N17°21'55"W
155.20'
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
10' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION NO. 20160018473
20' SANITARY
SEWER EASEMENT
REC. NO. 87032253
TRACT F
188,577 sq. ft.
4.329 ac.
S00°04'31"W
20.39'
S89°55'29"E
9.90'
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND #5 REBAR
w/PLASTIC CAP
LS 37963
FND #5 REBAR
NO CAP, BENT
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #5 REBAR
w/PLASTIC CAP
LS 37963
FND #4 REBAR w/
11
2" ALUMINUM CAP
LS 37963
FND #4 REBAR
NO CAP, BENT
FND #5 REBAR
w/PLASTIC CAP
LS 37963 FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
POINT OF COMMENCEMENT
SOUTH QUARTER CORNER
SECTION 16-7-68
FND 21
2" ALUMINUM CAP
LS 17497 ADD'L ROW
DEDICATED
BY THIS PLAT
6,069 sq. ft.
9' UE
9' UE
9' UE
9' UE
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
20' DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
(HATCHED AREA)
(TO BE VACATED PER THIS PLAT)
DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018474
(HATCHED AREA)
PROPOSED
CDOT ROW
N88°30'04"W
98.18'
N03°42'25"W
478.89'
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
DRAINAGE
EASEMENT
15' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
15' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION
NO. 20160018473
13' UTILITY & DRAINAGE EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 20160018473
15' WATER PIPELINE
EASEMENT TO ELCO
RECEPTION
NO. 20160018473
20' DRAINAGE
EASEMENT
9' UE 9' UE
N43°21'11"W 141.39'
N01°38'45"E 455.57'
N01°38'35"E
30.00'
1400.33'
POINT OF
BEGINNING 2
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
33.0'
33.0'
S01°38'35"W
30.00'
119.38'
S01°38'35"W
30.00'
20' SANITARY SEWER EASEMENT
BOXELEDER SANITATION DISTRICT
BOOK 1299 PAGE 205
LOT 3, BLOCK 2
BOXELDER ESTATES 2ND
OWNER: GLANZ THOMAS J/
LAURA P
30' ROW PER
BOXELDER
ESTATES 2ND
TEMPORARY EASEMENT
TO THE CITY OF FORT COLLINS
RECEPTION NO. 2016001847
(TO BE VACATED PER THIS PLAT)
20' SANITARY
SEWER EASEMENT
REC. NO. 87032253
STREET B
(66' PUBLIC ROW)
S88°20'51"E
80.00'
PARCEL NO. 8721000006
OWNER: K & M COMPANY
PARCEL NO. 8721000923
OWNER: BOARD OF GOVERNORS
OF COLORADO STATE UNIVERSITY
PARCEL NO.
8721000904
OWNER: CITY OF
FORT COLLINS
9' UE
2,938,158 sq. ft.
67.451 ac. FLOODPLAIN
FEMA 100-YR
FLOODWAY
FRONTAGE ROAD
S88°21'25"E 2642.32'
9' UE 9' UE
DRAINAGE & UTILITY
EASEMENT
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
7
CITY OF FORT COLLINS
STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
SEE SHEET 5
SEE SHEET 8
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:13:57 AM, 1:1
4
C
6
5
S00°04'31"W
20.39'
S89°55'29"E
9.90'
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND #4 REBAR
NO CAP
FND #5 REBAR
w/PLASTIC CAP
LS 37963
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND PK NAIL &
BRASS SHINER
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
DRAINAGE
EASEMENT
9' UE
9' UE
S05°07'53"W
218.99'
S14°24'54"W
190.79'
S26°15'12"W
382.87'
ADDITIONAL ROW
TO BE DEDICATED
BY THIS PLAT
N05°03'18"E 142.46'
C
4
N82°11'42"E 142.46'
N85°36'05"E 289.72'
N82°01'25"E 157.09'
C
5
S00°11'10"W 379.24'
S10°33'17"W 201.18'
TRACT G
752,407 sq. ft.
17.273 ac.
ADDITIONAL ROW
TO BE DEDICATED
BY THIS PLAT
CDOT
INTERSTATE HIGHWAY 25
N04°23'45"W
79.97' (TIE)
74.89' WITNESS CORNER
SOUTH 1
16 CORNER
SECTION 16, T.7N., R.68W.
FOUND 3 1/4" BRASS CAP
ON #6 REBAR, 22098, 1999
SOUTH 1
16 CORNER
SECTION 16, T.7N., R.68W.
CALCULATED POSITION
FROM WITNESS CORNER
9' UE
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
9' UE
9' UE
30' PERMANENT
UTILITY EASEMENT
REC. NO. 88022711
20' DITCH EASEMENT
BOOK 1230, PAGE 470
S05°13'35"W 157.09'
C
1
6
C
1
N05°01'10"E 56.97'
C
23
C
2
4
C
2
5
FEMA 100-YR
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
6
CITY OF FORT COLLINS
STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
SEE SHEET 4
SEE SHEET 5
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 8
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:13:52 AM, 1:1
1
5
S46°32'31"E
157.89'
C
16
C
1
7
C
1
8
C
1
9
N05°01'10"E 56.97'
C
2
3
C
2
4
C
2
5
C
2
6
N58°49'14"W
70.47'
C
2
7
N47°36'40"E
24.52'
C
2
8
C
2
9
C
3
0
L7
N46°32'31"W
197.49'
C
3
1
C
3
2
C
33
N89°49'10"W
463.69'
C
3
4
N24°25'35"E
303.45'
N58°32'55"E
114.44'
TRACT C
79,732 sq. ft.
1.830 ac.
TRACT D
1,199,157 sq. ft.
27.529 ac.
N17°21'55"W
155.20'
C
52
N00°10'50"E
209.25'
N00°10'50"E
60.07'
C
53
N89°49'10"W
516.69'
C
5
5
C
5
4
C
5
6
S46°32'31"E
318.44'
20' SANITARY
SEWER EASEMENT
REC. NO. 87032253
TRACT E
792,572 sq. ft.
18.195 ac.
TRACT B
2,938,158 sq. ft.
67.451 ac.
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
FND #5 REBAR
NO CAP
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
20' DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
9' UE
9' UE
9' UE
9' UE
9' UE
9' UE
29' DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
9' UE
CEPTION NO. 87032252
20' DRAINAGE
EASEMENT
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
38.0' 38.0'
33.0'
33.0'
33.0'
33.0'
DRAINAGE
EASEMENT
9' UE
9' UE
9' UE
TRACT B
2,938,158 sq. ft.
67.451 ac.
9' UE
FND HWY ROW MONUMENT
3 1
4" ALUMINUM CAP, LS 12374
9' UE
FEMA 100-YR
FLOODWAY FEMA 100-YR
HIGH-RISK
FLOODPLAIN
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
5
CITY OF FORT COLLINS
STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
SEE SHEET 7
SEE SHEET 6
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 4
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:13:47 AM, 1:1
27.529 ac.
S00°09'35"E
541.20'
S42°41'36"W
72.00'
C
4
2
S00°00'00"E 276.55'
C
4
1
C
44
N00°00'00"E 276.55'
C
4
3
TRACT C
79,732 sq. ft.
1.830 ac.
20' SANITARY
SEWER EASEMENT
REC. NO. 87032253
20' SANITARY
SEWER EASEMENT
REC. NO. 87032253
N11°47'57"E
31.77'
N76°25'06"W
102.77'
N76°18'02"W
95.31'
C
5
7
N18°14'26"W
178.34'
C
5
0
N40°18'16"W
174.88'
C
4
9
N46°30'34"W
271.34'
N48°27'55"W
270.70'
TRACT B
2,938,158 sq. ft.
67.451 ac.
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 32444
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
NO CAP, BENT
FND #4 REBAR
w/PLASTIC CAP
LS 12374
30' PEDESTRIAN ACCESS
AND TRAIL EASEMENT
TRACT D
1,199,157 sq. ft.
27.529 ac.
PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
FEMA 100-YR
FLOODWAY
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
100.45'
200.16'
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
CALCULATED
POSITION ONLY
CDOT
INTERSTATE HIGHWAY 25
700.00'
20' SANITARY
SEWER EASEMENT
REC. NO. 87032253
FND #4 REBAR
w/PLASTIC CAP
LS 37963
ACCESS EASEMENT
REC. NO. 97075689
FND #4 REBAR
w/PLASTIC CAP
LS 12374
20' WATERLINE
EASEMENT
S89°48'10"E
79.52'
STREET D
(76' PUBLIC ROW)
S85°36'15"W 289.72'
PUD 1ST FILING
Owner: Dadamo
Tina Revocable
Owner: 1303
FRONTAGE
HOLDINGS LLC
Owner: 1303
FRONTAGE
HOLDINGS LLC
LOT 2
S11°47'57"W 629.05'
S82°01'25"W 157.09'
N88°20'33"W 315.26'
N25°21'13"W 264.37'
74.89' WITNESS CORNER
SOUTH 1
16 CORNER
SECTION 16, T.7N., R.68W.
FOUND 3 1/4" BRASS CAP
ON #6 REBAR, 22098, 1999
SOUTH 1
16 CORNER
SECTION 16, T.7N., R.68W.
CALCULATED POSITION
FROM WITNESS CORNER
N82°01'25"E 157.09'
C
5
FEMA 100-YR
FLOODWAY
38.0'
38.0'
33.0'
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
4
CITY OF FORT COLLINS
STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
SEE SHEET 5
SEE SHEET 3
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SEE SHEET 6
SEE SHEET 5 FOR LOT DIMENSIONS SEE SHEET 6 FOR LOT DIMENSIONS
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:13:42 AM, 1:1
Molder Products Inc
Owner: Glemtrus LLC
Owner: Glemtrus LLC
Owner: Horsetooth
Holdings LLC
Owner: Jaco LLC
Owner: American
Builders & Contractors
Owner: Silvertip Realty LLC
S25°46'37"E 448.11'
S48°55'44"E 1510.22'
S24°21'14"E 195.19'
S58°04'14"E 132.96'
S65°21'37"E 353.30'
S89°47'45"E 200.00'
N00°12'15"E 216.34'
S83°28'53"E 232.09'
N00°08'06"E 1117.52'
40' WATERLINE EASEMENT
REC. NO. 20060044720
50' RIGHT OF WAY FOR
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGE 10
20' EASEMENT FOR THE
CACHE LA POUDRE RESERVOIR
BOOK 1338, PAGES 19
PARCEL OF LAND
AS DESCRIBED IN
BOOK 1338, PAGE 10
TOP BANK OF
EXISTING DITCH
AT TIME OF SURVEY
APPROXIMATE FLOWLINE OF
CACHE LA POUDRE RESERVOIR
AT TIME OF SURVEY
40' EASEMENT
REC. NO. 2002023482
NORTHERLY LINE OF EASEMENT TO
THE CACHE LA POUDRE RESERVOIR COMPANY
FOR MAINTENANCE PURPOSES ONLY
BOOK 1338, PAGES 10-17 & 23-24
TRACT B
2,938,158 sq. ft.
67.451 ac.
TRACT D
1,199,157 sq. ft.
27.529 ac.
N00°08'06"E
33.13'
N48°27'55"W
127.46'
N45°19'09"W
106.36'
C
4
8
N77°37'00"W
499.71'
C
47
N80°39'39"W
99.26'
N48°27'55"W
270.70'
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
FND #4 REBAR
NO CAP
FND #4 REBAR
w/PLASTIC CAP
LS 14823
FND #4 REBAR
w/PLASTIC CAP
(ILLEGIBLE)
TRACT A
1,356,547 sq. ft.
31.142 ac.
20' SANITARY SEWER EASEMENT
TO BOXELDER SANITATION DISTRICT
RECEPTION NO. 87032252
FEMA 100-YR
HIGH-RISK
FLOODPLAIN
FEMA 100-YR
FLOODWAY
CALCULATED
POSITION ONLY
700.00'
FND #4 REBAR
w/PLASTIC CAP
LS 12374
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
3
CITY OF FORT COLLINS
STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
SEE SHEET 4
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SET 18" #4 REBAR WITH BLUE
PLASTIC CAP, PLS 38470
FOUND SECTION CORNER
AS DESCRIBED
UE UTILITY EASEMENT
SECTION LINE
FEMA 100-YR FLOODWAY
FEMA 100-YR HIGH-RISK FLOODPLAIN
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:13:40 AM, 1:1
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
DELTA
62°57'26"
89°59'35"
90°09'21"
62°57'26"
28°04'38"
91°29'00"
17°31'30"
17°32'44"
90°00'00"
24°14'16"
94°54'08"
0°05'17"
95°15'29"
90°50'21"
11°22'50"
12°59'50"
15°04'36"
28°36'35"
19°12'50"
5°47'35"
16°58'25"
3°29'22"
4°19'39"
27°05'09"
69°40'37"
43°46'26"
21°11'07"
11°52'56"
38°56'23"
43°19'52"
11°47'09"
80°17'20"
25°13'31"
90°00'00"
17°32'44"
17°31'30"
88°31'00"
20°40'31"
1°51'15"
28°16'36"
55°41'40"
47°18'24"
47°18'24"
55°40'40"
32°10'08"
13°10'25"
3°02'39"
32°17'51"
6°12'18"
22°03'50"
17°31'30"
17°32'44"
29°30'17"
4°59'25"
3°07'31"
14°27'26"
58°03'36"
25°39'46"
20°54'38"
33°07'52"
42°08'06"
4°43'58"
19°54'50"
13°08'07"
58°00'17"
RADIUS
449.26'
15.00'
15.00'
369.26'
449.26'
20.00'
967.00'
1033.00'
20.00'
562.00'
20.00'
1071.50'
20.00'
20.00'
1067.00'
378.00'
128.00'
38.00'
449.26'
54.00'
288.00'
533.00'
478.00'
128.00'
28.00'
43.00'
172.00'
128.00'
38.00'
78.00'
1133.00'
20.00'
638.00'
20.00'
967.00'
1033.00'
20.00'
52.00'
3050.00'
52.00'
564.00'
264.00'
336.00'
636.00'
336.00'
222.00'
2050.00'
450.00'
880.00'
360.00'
1000.00'
1000.00'
600.00'
600.00'
1100.00'
1100.00'
230.00'
252.00'
128.00'
38.00'
78.00'
378.00'
128.00'
38.00'
78.00'
LENGTH
493.65'
23.56'
23.61'
405.75'
220.16'
31.93'
295.77'
316.33'
31.42'
237.74'
33.13'
1.65'
33.25'
31.71'
211.93'
85.75'
33.68'
18.97'
150.66'
5.46'
85.32'
32.46'
36.10'
60.51'
34.05'
32.85'
63.60'
26.55'
25.83'
58.99'
233.06'
28.03'
280.89'
31.42'
296.12'
315.96'
30.90'
18.76'
98.70'
25.66'
548.24'
217.97'
277.42'
618.04'
188.65'
51.04'
108.91'
253.66'
95.30'
138.63'
305.87'
306.23'
308.97'
52.26'
60.00'
277.56'
233.07'
112.87'
46.71'
21.97'
57.36'
31.22'
44.49'
8.71'
78.97'
BEARING
S43°37'30"W
N43°21'38"W
S46°42'59"W
N43°37'30"E
N61°03'55"E
N45°54'05"E
N08°36'10"W
N08°35'32"W
S44°49'10"E
N78°03'42"E
N18°29'30"E
S29°00'12"E
S76°40'35"E
S10°15'29"W
S40°51'06"E
S53°02'26"E
S67°04'39"E
S88°55'15"E
S21°45'12"W
S88°44'50"W
N10°01'00"E
N03°16'28"E
N02°51'20"E
N12°51'04"W
N61°13'57"W
S62°02'31"W
N37°01'07"E
N41°40'12"E
N16°15'32"E
N24°52'35"W
N40°38'56"W
N74°54'01"W
S77°34'04"W
S45°10'50"W
S08°35'32"E
S08°36'10"E
S44°05'55"E
N78°08'56"E
N89°24'49"E
S75°31'15"E
S27°50'50"W
S23°39'12"E
N23°39'12"W
N27°50'20"E
S56°28'12"W
S79°08'28"W
N79°08'20"W
N61°28'05"W
N43°24'25"W
N29°16'21"W
N08°36'10"W
N08°35'32"W
S75°25'41"W
S58°10'51"W
S30°31'19"E
S39°18'48"E
N47°16'14"W
N32°27'59"E
N09°10'47"E
N17°50'29"W
N55°28'28"W
N86°30'16"W
S81°10'20"W
S64°38'52"W
S29°04'40"W
CHORD
469.19'
21.21'
21.24'
385.64'
217.96'
28.65'
294.62'
315.10'
28.28'
235.97'
29.47'
1.65'
29.55'
28.49'
211.59'
85.56'
33.58'
18.78'
149.95'
5.46'
85.01'
32.46'
36.09'
59.95'
31.99'
32.06'
63.24'
26.50'
25.33'
57.59'
232.65'
25.79'
278.63'
28.28'
294.97'
314.73'
27.92'
18.66'
98.70'
25.40'
526.91'
211.83'
269.61'
594.01'
186.18'
50.93'
108.90'
250.32'
95.26'
137.78'
304.68'
305.03'
305.57'
52.24'
59.99'
276.82'
223.22'
111.93'
46.46'
21.67'
56.08'
31.22'
44.26'
8.69'
75.64'
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
LENGTH
61.54'
37.33'
59.64'
24.97'
14.32'
8.90'
1.54'
BEARING
N88° 21' 23"W
S85° 51' 02"W
N88° 29' 12"E
S88° 21' 25"E
S88° 21' 25"E
N18° 30' 12"E
N46° 32' 31"W
SHEET 5 SHEET 6
SHEET 7 SHEET 8
SHEET 3
SHEET 4
Sheet
Of 8 Sheets
GATEWAY AT PROSPECT NOTICE:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
2
CITY OF FORT COLLINS
STATE OF COLORADO
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
NORTH
GATEWAY AT PROSPECT
TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:13:32 AM, 1:1
SURVEYOR'S STATEMENT
I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from
an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the
foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
For and on Behalf of Northern Engineering
Robert C. Tessely
Colorado Registered Professional
Land Surveyor No. 38470
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
OWNER:
BY: ______________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
___________________________ as ______________________ of __________________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
DRAFT
6-8-20
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land:
Tracts of land located in Section 16, Township 7 North, Range 68 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado, and being more
particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 16 as bearing South 88° 21' 25" East and with all bearings herein relative thereto:
COMMENCING at the South Quarter corner of Section 16; thence along the West line of the Southeast Quarter of Section 16, North 00° 11' 16" East, 360.01 feet to the Northwest
corner of Lot 1, Block 1, Boxelder Estates Second Filing to POINT OF BEGINNING 1; thence continuing along said West line, North 00° 11' 16" East, 736.49 feet; thence, North 88°
20' 33" West, 315.26 feet; thence, North 25° 21' 13" West, 264.37 feet to the Southeast corner of Cooperslew Open Space Association; thence along the Easterly line of said Cooperslew
Open Space Association the following 4 courses and distances: North 00° 12' 15" East, 1649.54 feet; thence, South 89° 47' 45" East, 200.00 feet; thence, North 00° 12' 15" East, 216.34
feet; thence, South 83° 28' 53" East, 232.09 feet; thence, North 00° 08' 06" East, 1117.52 feet (a portion being coincident with the Easterly line of Sunrise Acres 2nd) to the
Southwesterly line of Crossroads East Business Center; thence along said Southwesterly line the following 4 courses and distances: South 25° 46' 37" East, 448.11 feet; thence, South
48° 55' 44" East, 1510.22 feet; thence, South 24° 21' 14" East, 195.19 feet; thence, South 58° 04' 14" East, 132.96 feet; thence, North 00° 11' 16" East, 33.04 feet to a point on the
Southerly line of Smithfield Subdivision, thence along said Southerly line the following 4 courses and distances: South 65° 21' 37" East, 353.30 feet; thence, South 79° 21' 37" East,
300.00 feet; thence, North 57° 08' 23" East, 197.00 feet; thence, North 69° 08' 23" East, 141.86 feet to the West right-of-way line of Interstate 25 Frontage Road; thence along said
West
line the following 2 courses and distances: South 00° 11' 10" West, 601.01 feet; thence, South 01° 58' 22" West, 408.31 feet to the Northeast corner of Lot 1, Interstate Land PUD First
Filing; thence along the North and West lines of said Interstate Land PUD First Filing the following 2 courses and distances: North 76° 26' 25" West, 300.61 feet; thence, South 11° 47'
57" West, 629.05 feet to the North right-of-way line of said Interstate 25 Frontage Road; thence along the Northwesterly right-of-way line of said Interstate 25 Frontage Road the
following 6 courses and distances: South 85° 36' 15" West, 289.72 feet; thence, South 82° 01' 25" West, 157.09 feet; thence along a curve concave to the Southeast having a central
angle of 62° 57' 26" with a radius of 449.26 feet, an arc length of 493.65 feet and the chord of which bears South 43° 37' 30" West, 469.19 feet; thence, South 05° 13' 35" West, 157.09
feet; thence, South 01° 38' 45" West, 455.56 feet; thence, South 46° 38' 49" West, 141.42 feet to the North right-of-way line of Prospect Road; thence along said North line, North 88°
21' 25" West, 194.86 feet to the Southeast corner of Lot 3, Block 2, Boxelder Estates Second Filing; thence along the East, North and West lines of said Lot 3 the following 3 courses
and distances: North 01° 38' 10" East, 270.01 feet; thence, North 88° 21' 50" West, 290.40 feet; thence, South 01° 38' 10" West, 269.97 feet to the North right-of-way line of Prospect
Road; thence along said North line, North 88° 21' 25" West, 95.00 feet to the East right-of-way line of Boxelder Drive; thence along the East, North and West right-of-way lines of said
Boxelder Drive the following 5 courses and distance: along a curve concave to the Northeast having a central angle of 89° 59' 35" with a radius of 15.00 feet, an arc length of 23.56
feet
and the chord of which bears North 43° 21' 38" West, 21.21 feet; thence, North 01° 38' 10" East, 314.96 feet; thence, North 88° 21' 50" West, 60.00 feet; thence, South 01° 38' 10" West,
314.95 feet; thence along a curve concave to the Northwest having a central angle of 90° 09' 21" with a radius of 15.00 feet, an arc length of 23.61 feet and the chord of which bears
South 46° 42' 59" West, 21.24 feet to the North right-of-way line of Prospect Drive; thence along said North line, North 88° 21' 25" West, 330.68 feet to the Southeast corner of Lot
1,
Block 1, Boxelder Estates Second Filing; thence along the East and North line of said Lot 1 the following 2 courses and distances: North 00° 11' 10" East, 330.01 feet; thence, North
88°
21' 50" West, 120.13 feet to POINT OF BEGINNING 1, containing 6,777,399 square feet or 155.588 acres, more or less;
ALSO:
COMMENCING at the Southeast corner of Section 16; thence along the South line of the Southeast Quarter of said Section 16, South 88° 21' 25" East, 1400.33 feet; thence North 01°
38' 35" East, 30.00 feet to a point on the North right-of-way line of Prospect Road, also being on the East right-of-way line of Interstate 25 Frontage Road, said point being POINT OF
BEGINNING 2; thence along the East right-of-way line of Interstate 25 Frontage Road the following 9 courses and distances: North 43° 21' 11" West, 141.39 feet; thence, North 01°
38' 45" East, 455.57 feet; thence, North 05° 03' 18" East, 142.46 feet; thence along a curve concave to the Southeast having a central angle of 62° 57' 26" with a radius of 369.26 feet,
an
arc length of 405.75 feet and the chord of which bears North 43° 37' 30" East, 385.64 feet; thence, North 82° 11' 42" East, 142.46 feet; thence, North 85° 36' 05" East, 289.72 feet;
thence, North 82° 01' 25" East, 157.09 feet; thence along a curve concave to the Northwest having a central angle of 28° 04' 38" with a radius of 449.26 feet, an arc length of 220.16
feet
and the chord of which bears North 61° 03' 55" East, 217.96 feet; thence, South 89° 48' 10" East, 79.52 feet to a point on the West right-of-way line of Interstate 25; thence along said
West line the following 4 courses and distances: South 00° 11' 10" West, 379.24 feet; thence, South 10° 33' 17" West, 201.18 feet; thence, South 26° 47' 14" West, 560.45 feet; thence,
South 61° 09' 08" West, 99.88 feet to the North right-of-way line of Prospect Road; thence along said North line, North 88° 18' 07" West, 203.23 feet; thence, North 00° 12' 05" East,
73.12 feet; thence, South 85° 22' 02" West, 328.26 feet; thence, North 88° 33' 23" West, 82.80 feet; thence, South 00° 12' 06" West, 78.70 feet; thence, North 88° 21' 25" West, 59.24
feet to POINT OF BEGINNING 2, containing 983,735 square feet or 22.583 acres, more or less;
Said described tracts contain 7,761,134 square feet or 178.171 acres, more or less.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this
Plat to be known as GATEWAY AT PROSPECT (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The rights and
obligations of this Plat shall run with the land.
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and the
“Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to maintain
the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated until such time as the
provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in Section 31-23-107 C.R.S. The City's
rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the Easements public improvements consistent with the
intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right to mark the location of the Easements with suitable
markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full
enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for repairing any damage caused by its activities in the Easements, but by
acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City. Owner will
maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation on the
Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground cover). In the
event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not remove such obstacles,
the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for such removal. If the City chooses
not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the improvements
warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development which is the subject of this
Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to
the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including, without limitation, all curbing,
sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with
the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and
environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said improvements resulting
from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after written notice thereof, then said
damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other remedies available to it as authorized by
law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination of said period shall remain the responsibility of the
Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period,
commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the subject of
this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown herein; and the
Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills, embankments, ditches, cross pans,
sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures caused by design and/or construction defects.
This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in
interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the construction of cross
drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other matter whatsoever on private
property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have the right to convey said land
according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the
Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that, along with the obligations
under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the Development Agreement, Site And
Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be
closely examined by all persons interested in purchasing any portion of the Development site.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort
Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the State of Colorado.
This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat and other information discovered
by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVAL
By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this _____ day
of ___________ A.D., 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
VICINITY MAP
NORTH
SITE
OWNER: Colorado Department of Transportation (CDOT)
BY: ______________________________________
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
___________________________ as ______________________ of __________________________________.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
C:\Northern\892-002\892-002 PLAT.dwg, 6/8/2020 7:13:28 AM, 1:1