HomeMy WebLinkAboutLANDMARK APARTMENTS EXPANSION - FDP190002 - SUBMITTAL DOCUMENTS - ROUND 4 - SUBDIVISION PLATSTUART STREET
HOBBIT ST.
HILL POND RD.
SHIELDS STREET
PITKIN STREET
PROSPECT ROAD
LAKE STREET
SHEELY DR.
Sheet
Of 4 Sheets
LANDMARK APARTMENTS 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
301 North Howes Street, Suite 100 hereon.
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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.
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
(R) S90°00'00"E 122.77'
S89°39'24"E 122.77'
S27°01'18"E 76.99'
S05°02'26"W 185.97'
(R) S04°37'47"W 186.00'
(R) S88°11'01"E 203.74'
S87°52'25"E 203.78'
73.35'
PORTION OF LOT 1
ARTHUR C. SHEELY
FIRST SUBDIVISION
REC. NO. 96062292
OWNER:
HOGESTAD,
PER M & VEDA V
PROSPECT ROAD
(ROW VARIES)
30' ROW
PER SEAMAN
SUBDIVISION
51'
51'
30' ROW
PER ARTHUR C. SHEELY
FIRST SUBDIVISION
LOT 1
LOT 6
SEAMAN SUBDIVISION
OWNER: EWAN,
JOHN L & YVONNE S
FND #4 REBAR
NO CAP
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642
30'
ADDITIONAL ROW PER
REC. NO. 20070068646
21.00'
23.63'
21' ADDITIONAL ROW DEDICATED
PER YOUNG'S CREEK PLAT
15' UTILITY
EASEMENT
PER YOUNG'S
CREEK PLAT
L6
C
N89°33'55"W
47.85'
(R) S90°00'00"W
48.24'
C
4
C
5
L4 L3
C
6
(R) S88°11'01"E 203.74'
S87°52'25"E 203.78'
S00°08'47"W 349.20'
(R) S00°20'00"W 350.62'
C
1
L1
L2
C2
C
3
(R) S90°00'00"W 200.68'
N89°33'55"W 202.32'
31.48'
24.00'
24' EAE
26' EAE
LOT 3
OWNER:
HUFBAUER, RUTH &
SEAN GILLIES
LOT 2
OWNER:
FONTE, STEVEN J
AND SARAH C
LOT 4
OWNER:
HANSCH, EDWARD C
AND DEBRA J
LOT 5
OWNER:
DEVORE,
JANICE S
ARTHUR C. SHEELY
FIRST SUBDIVISION
TRACT B
PULSE PUD FILING ONE
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
TRACT C
YOUNG'S CREEK
OWNER: CITY OF
FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF
FORT COLLINS
STUART STREET
(54' ROW PER PULSE
X
LOT 3
OWNER:
HUFBAUER, RUTH &
SEAN GILLIES
LOT 2
OWNER:
FONTE, STEVEN J
AND SARAH C
PORTION OF LOT 1
ARTHUR C. SHEELY
FIRST SUBDIVISION
REC. NO. 96062292
OWNER:
HOGESTAD,
PER M & VEDA V
LOT 4
OWNER:
HANSCH, EDWARD C
AND DEBRA J
LOT 5
OWNER:
DEVORE,
JANICE S
ARTHUR C. SHEELY
FIRST SUBDIVISION
TRACT B
PULSE PUD FILING ONE
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
TRACT C
YOUNG'S CREEK
OWNER: CITY OF
FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF
FORT COLLINS
STUART STREET
(54' ROW PER PULSE
P.U.D. FILING ONE)
PROSPECT ROAD
(ROW VARIES)
30' ROW
PER SEAMAN
SUBDIVISION
51'
51'
30' ROW
PER ARTHUR C. SHEELY
FIRST SUBDIVISION
SHEELY DRIVE
(50' ROW PER ARTHUR C. SHEELY
SECOND SUBDIVISION)
10' SEWER EASEMENT
(BOOK 1204 PAGE 344
LOT 1
LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK
HOUSING LLC
LOT 6
SEAMAN SUBDIVISION
OWNER: EWAN,
JOHN L & YVONNE S
FND #4 REBAR
NO CAP
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 33642
FND #4 REBAR
w/PLASTIC CAP
LS 33642 FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
NOT ACCEPTED
FND #4 REBAR
NO CAP
NOT ACCEPTED
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 37899
NOT ACCEPTED
SOUTHWEST CORNER
OF TRACT A
YOUNG'S CREEK
FND #4 REBAR
w/PLASTIC CAP, LS 25372
NOT ACCEPTED
FND #4 REBAR
w/PLASTIC CAP
LS 34995
30'
ADDITIONAL ROW PER
REC. NO. 20070068646
21' ADDITIONAL ROW DEDICATED
PER YOUNG'S CREEK PLAT
HILL POND ON SPRING CREEK
2ND P.U.D. DRAINAGE TRACT
STORM DRAINAGE
DEDICATED TO CITY
OF FORT COLLINS AT
REC. NO. 86072551
FND #4 REBAR
w/PLASTIC CAP
LS 34995
HOBBIT STREET (ROW VARIES)
(PER LANDMARK SUB P.U.D.)
HOBBIT STREET (ROW VARIES)
(PER PULSE P.U.D. FILING ONE)
HOBBIT ST.
(51' ROW
PER YOUNG'S
CREEK PLAT
VACATED BY
ORDINANCE NO. 065, 2019
REC. NO. ______________
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
SEE NOTE 11
(SHADED AREA)
SEE NOTE 15
(SHADED AREA)
SEE NOTE 12
(HATCHED AREA)
TRACT A
PULSE PUD FILING ONE
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
NORTHWEST CORNER OF
TRACT A, YOUNG'S CREEK
X X X
EASEMENT
RECEPTION NO.
20180045811 &
NO. 2018044808
EASEMENT
RECEPTION NO.
20180045813 &
NO. 20180044809
EASEMENT
RECEPTION NO.
20180045812 &
NO. 20180044810
LOT 1
LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK
HOUSING LLC
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
EXISTING FENCE AT
TIME OF SURVEY 6-13-16
EASEMENT
RECEPTION NO.
20180045810 &
NO. 20180044811
SW CORNER OF NE 1
4
OF NW 1
4 OF NW
1
4 OF
SECTION 23-7-69
FND MODEL "T" AXLE
W/3 3/4" STEEL CAP,
IN COLLAR OF STONE
(SEE NOTE 18)
POINT A
T-POST
WOOD FENCE POSTS (6)
WOOD FENCE POST
METAL FENCE POSTS
FENCE POST HOLES (12)
ON OR NEAR PROPERTY LINE
X
X X
X
X
X
X X
X
X X
X X
X
X X X
X
X
X X
X
X
X X
X X X X X
FND #4 REBAR, DISTURBED
±1' WEST OF PROPERTY LINE,
ORIGINAL LOCATION COULD
NOT BE DETERMINED,
NOT ACCEPTED
FND #4 REBAR
OBLITERATED CAP
SEE NOTE 14
SEE NOTE 13
(SHADED AREA)
FENCELINE ON
OR NEAR
PROPERTY LINE
FENCELINE 6.3' ±
TO PROPERTY LINE
FENCELINE ON OR
NEAR PROPERTY LINE
FENCELINE ON OR
NEAR PROPERTY LINE
FENCELINE ON OR
NEAR PROPERTY LINE
FENCELINE ON OR
NEAR PROPERTY LINE
FENCELINE 1.2'±
TO PROPERTYLINE
CHAINLINK
FENCELINE 1.0'±
TO PROPERTYLINE
EXISTING CENTERLINE
OF HOBBIT STREET
SEE NOTE 13
(SHADED AREA)
SEE NOTE 17
SEE NOTE 16
SEE NOTE 16
SEE NOTE 17
PORTION OF LOT 1
ARTHUR C. SHEELY
FIRST SUBDIVISION
REC. NO. 96062292
OWNER:
HOGESTAD, PER M & VEDA V
X X
X
DILAPIDATED WOOD FENCE
& POSTHOLES ON OR NEAR
PROPERTY LINE
TIMBER LANDSCAPE WALL ON
OR NEAR PROPERTY LINE
3.4' TO
PROPERTY
LINE
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
(M) S44°18'41"W 79.65'
(M) N00°00'24"W 61.13'
(M) S70°12'35"W 152.92'
(M) S74°43'05"W 159.60'
(M) S56°50'02"W 214.26'
(M) S30°41'23"W 157.18'
(M) S89°33'55"E 150.55'
(R) S69°52'W 152.83'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S74°17'W 159.29'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S56°30'W 213.36'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S30°10'W 158.78'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) WEST 149.09'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) N00°20'W 61.06'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S43°41"W 79.65'
(PER ARTHUR C.
SHEELY FIRST SUB.)
ROW VACATED BY
ORDINANCE NO. 065, 2019
REC. NO. _______________
PARCEL TO BE RETAINED
AS UTILITY EASEMENT
FND #4 REBAR
NO CAP
Sheet
Of 4 Sheets
LANDMARK APARTMENTS 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
301 North Howes Street, Suite 100 hereon.
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
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
SET 18" #4 REBAR w/1" BLUE
PLASTIC CAP, PLS 38470
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SECTION LINE
EAE EMERGENCY ACCESS EASEMENT
UE UTILITY EASEMENT
CITY OF FORT COLLINS
100-YR FLOODPLAIN
FEMA 100-YR HIGH-RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODWAY
SHEET FOR OBSERVED
EVIDENCE PURPOSES
FENCELINE
X
POST/POST HOLES
LANDMARK APARTMENTS
BEING A REPLAT OF LOTS 1, 2, 3 AND 4; TRACTS A, D, E AND F; AND A PORTION OF HOBBIT STREET, YOUNG'S CREEK; AND A TRACT TO THE CITY OF
FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
CALCULATED POSITION ONLY
P.U.D. FILING ONE)
10' SEWER EASEMENT
(BOOK 1204 PAGE 344
LOT 1
LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK
HOUSING LLC
FND #4 REBAR
w/PLASTIC CAP
LS 33642 FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
NOT ACCEPTED
FND #4 REBAR
NO CAP
NOT ACCEPTED
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 37899
NOT ACCEPTED
SOUTHWEST CORNER
OF TRACT A
YOUNG'S CREEK
FND #4 REBAR
w/PLASTIC CAP, LS 25372
NOT ACCEPTED
FND #4 REBAR
w/PLASTIC CAP
LS 34995
HILL POND ON SPRING CREEK
2ND P.U.D. DRAINAGE TRACT
STORM DRAINAGE
DEDICATED TO CITY
OF FORT COLLINS AT
REC. NO. 86072551
FND #4 REBAR
w/PLASTIC CAP
LS 34995
HOBBIT STREET (ROW VARIES)
(PER LANDMARK SUB P.U.D.)
EASEMENT
EXCLUSION
C
1
5
L22
L23
C16
L24
HOBBIT STREET (ROW VARIES)
(PER PULSE P.U.D. FILING ONE)
PROPOSED 24' EMERGENCY
ACCESS EASEMENT
REC. NO. (TBD) (SEE NOTE 19)
HOBBIT ST.
(51' ROW
PER YOUNG'S
CREEK PLAT
VACATED BY
ORDINANCE NO. 065, 2019
REC. NO. ______________
C
1
7
8.85'
9' UE
L9
C
8
L10
L11
L12
C
9
C
1
0
L13
L14
C
1
1
L15
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
24' EAE
PROPOSED TEMP.
CONST. EASEMENT
REC. NO. (TBD)
(SEE NOTE 19)
PROPOSED
PEDESTRIAN ACCESS
EASEMENT
REC. NO. (TBD)
(SEE NOTE 19)
UTILITY & ACCESS
EASEMENT
REC. NO. (TBD)
(HATCHED AREA)
(SEE NOTE 19)
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
PROPOSED ADD'L ROW
REC. NO. (TBD)
(SEE NOTE 19)
PROPOSED ADD'L ROW
REC. NO. (TBD)
(SEE NOTE 19)
9' UTILITY EASEMENT
REC. NO. 20180059143
9' UTILITY EASEMENT
REC. NO. 20180059143
PROPOSED DRAINAGE
EASEMENT (SEE NOTE 19)
REC. NO. (TBD)
(R) S90°00'00"W 96.09'
N89°33'55"W 96.40' (TIE)
N00°13'32"E 90.01' (TIE)
(R) N00°20'00"E 90.00'
SEE NOTE 11
(SHADED AREA)
SEE NOTE 15
(SHADED AREA)
SEE NOTE 12
(HATCHED AREA)
EXISTING 20' UTILITY EASEMENT
PER LANDMARK SUB. P.U.D.
EXISTING 6' UTILITY EASEMENT
PER LANDMARK SUB. P.U.D.
80' DRAINAGE EASEMENT
PER PULSE P.U.D.
FILING ONE
TRACT A
PULSE PUD FILING ONE
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
X X
X
X
EASEMENT
RECEPTION NO.
20180045811 &
NO. 2018044808
EASEMENT
RECEPTION NO.
20180045813 &
NO. 20180044809
EASEMENT
RECEPTION NO.
20180045812 &
NO. 20180044810
0.61'
L25
L26
L27
L28
L29
L30
41.94'
L85
L84
L83
L82 L81
L80
L79
L78
L77
L76
L75
L74
L73
L72
L71
L70
L69
L97
L98
L95
L96
67.40'
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
L121
L122
L123
L124
L125
L126
N47°01'02"E
25.99' (TIE)
L141
L142
L143
L144
L145
L146
L148
L147
L149
L150
L151
L152
L153
L154
L155
L156
L157
L158
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
S24°59'59"W
30.34' (TIE)
L170
L171
L172
L173
L174
L175
L176
L177
L179 L178
L180
L181
L182
L183
L184
L185
L186
L159
L160
L161
L162 L163
L164
L165
L166
L167 L168
L169
S65°34'45"E
14.85' (TIE)
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
EXISTING FENCE AT
TIME OF SURVEY 6-13-16
L5
EASEMENT
RECEPTION NO.
20180045810 &
NO. 20180044811
7.12'
N00°13'32"E 124.92'
ROW TO BE DEDICATED
PER THIS PLAT
551 sq.ft.
LOT 2
16,992 sq. ft.
0.390 ac.
LOT 1
113,425 sq. ft.
2.604 ac.
SW CORNER OF NE 1
4
OF NW 1
4 OF NW
1
4 OF
SECTION 23-7-69
FND MODEL "T" AXLE
W/3 3/4" STEEL CAP,
IN COLLAR OF STONE
(SEE NOTE 18)
N00°13'32"E 393.78'
BASIS OF BEARINGS
EAST LINE OF LANDMARK SUB.
AND SEAMAN SUBDIVISION AND
WEST LINE OF THE NE1
4 OF THE NW
1
4
OF THE NW1
4 OF SECTION 23-7-69
POINT A
FND #4 REBAR
OBLITERATED CAP
S31°02'37"E
1.58'
SEE NOTE 14
SEE NOTE 13
(SHADED AREA)
N16°12'35"W
1.62'
N25°49'16"W
1.86'
N49°57'27"W
2.93'
N86°25'35"W
1.94'
N86°26'21"W
1.66'
(R) N00°20'00"W 393.77'
SEE NOTE 13
(SHADED AREA)
SEE NOTE 17
SEE NOTE 16
SEE NOTE 16
(R) N00°20'00"W 126.85'
SEE NOTE 17
OWNER:
HOGESTAD, PER M & VEDA V
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
(M) N00°00'24"W 61.13'
(M) S70°12'35"W 152.92'
(M) S74°43'05"W 159.60'
(M) S56°50'02"W 214.26'
(M) S30°41'23"W 157.18'
(M) S89°33'55"E 150.55'
(R) S69°52'W 152.83'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S74°17'W 159.29'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S56°30'W 213.36'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S30°10'W 158.78'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) WEST 149.09'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) N00°20'W 61.06'
(PER ARTHUR C.
SHEELY FIRST SUB.)
ROW VACATED BY
ORDINANCE NO. 065, 2019
REC. NO. _______________
PARCEL TO BE RETAINED
AS UTILITY EASEMENT
FND #4 REBAR
NO CAP
N00°01'50"E 661.56'
N00°01'50"E
1984.64'
N89°48'58"W 661.86'
(R) N00°06'37"W 661.53'
PER LANDMARK SUB. P.U.D.
(R) N89°58'47"W 661.73'
PER LANDMARK SUB. P.U.D.
(R) S00°18'30"E 2646.19'
NORTHWEST CORNER
SECTION 23-7-69
FND. 3 1
4" ALUMINUM CAP
IN MONUMENT BOX
LS 20123
WEST 1/4 CORNER
SECTION 23-7-69
FND. 2 1
2" ALUMINUM CAP
IN MONUMENT BOX
LS 14823, 1988
S89°37'58"E
2657.68'
CENTER 1/4 CORNER
SECTION 23-7-69
FND. 3 1
4" ALUMINUM CAP
IN CONCRETE
LS 38480, 2016
N00°01'16"W
2647.33'
PORTION OF LOT 1
ARTHUR C. SHEELY
FIRST SUBDIVISION
REC. NO. 96062292
NORTH 1/4 CORNER
SECTION 23-7-69
FND. 2 1
2" ALUMINUM CAP
IN MONUMENT BOX
LS 17497, 1999
N89°33'55"W
47.85'
(R) S90°00'00"W
48.24'
C
4
C
5
L4 L3
C
6
(R) S88°11'01"E 203.74'
S87°52'25"E 203.78'
S00°08'47"W 349.20'
(R) S00°20'00"W 350.62'
C
1
L1
L2
C2
C
3
(R) S90°00'00"W 200.68'
N89°33'55"W 202.32'
31.48'
24.00'
24' EAE
26' EAE
LOT 3
OWNER:
HUFBAUER, RUTH &
SEAN GILLIES
LOT 2
OWNER:
FONTE, STEVEN J
AND SARAH C
LOT 4
OWNER:
HANSCH, EDWARD C
AND DEBRA J
LOT 5
OWNER:
DEVORE,
JANICE S
ARTHUR C. SHEELY
FIRST SUBDIVISION
TRACT B
PULSE PUD FILING ONE
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
TRACT C
YOUNG'S CREEK
OWNER: CITY OF
FORT COLLINS
TRACT B
YOUNG'S CREEK
OWNER: CITY OF
FORT COLLINS
STUART STREET
(54' ROW PER PULSE
P.U.D. FILING ONE)
10' SEWER EASEMENT
(BOOK 1204 PAGE 344
LOT 1
LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK
HOUSING LLC
FND #4 REBAR
w/PLASTIC CAP
LS 33642 FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
NOT ACCEPTED
FND #4 REBAR
NO CAP
NOT ACCEPTED
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 37899
NOT ACCEPTED
SOUTHWEST CORNER
OF TRACT A
YOUNG'S CREEK
FND #4 REBAR
w/PLASTIC CAP, LS 25372
NOT ACCEPTED
FND #4 REBAR
w/PLASTIC CAP
LS 34995
HILL POND ON SPRING CREEK
2ND P.U.D. DRAINAGE TRACT
STORM DRAINAGE
DEDICATED TO CITY
OF FORT COLLINS AT
REC. NO. 86072551
FND #4 REBAR
w/PLASTIC CAP
LS 34995
HOBBIT STREET (ROW VARIES)
(PER LANDMARK SUB P.U.D.)
EASEMENT
EXCLUSION
C
1
5
L22
L23
C16
L24
HOBBIT STREET (ROW VARIES)
(PER PULSE P.U.D. FILING ONE)
PROPOSED 24' EMERGENCY
ACCESS EASEMENT
REC. NO. (TBD) (SEE NOTE 19)
HOBBIT ST.
(51' ROW
PER YOUNG'S
CREEK PLAT
VACATED BY
ORDINANCE NO. 065, 2019
REC. NO. ______________
C
1
7
8.85'
9' UE
L9
C
8
L10
L11
L12
C
9
C
1
0
L13
L14
C
1
1
L15
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
24' EAE
PROPOSED TEMP.
CONST. EASEMENT
REC. NO. (TBD)
(SEE NOTE 19)
PROPOSED
PEDESTRIAN ACCESS
EASEMENT
REC. NO. (TBD)
(SEE NOTE 19)
UTILITY & ACCESS
EASEMENT
REC. NO. (TBD)
(HATCHED AREA)
(SEE NOTE 19)
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
PROPOSED ADD'L ROW
REC. NO. (TBD)
(SEE NOTE 19)
PROPOSED ADD'L ROW
REC. NO. (TBD)
(SEE NOTE 19)
9' UTILITY EASEMENT
REC. NO. 20180059143
9' UTILITY EASEMENT
REC. NO. 20180059143
PROPOSED DRAINAGE
EASEMENT (SEE NOTE 19)
REC. NO. (TBD)
(R) S90°00'00"W 96.09'
N89°33'55"W 96.40' (TIE)
N00°13'32"E 90.01' (TIE)
(R) N00°20'00"E 90.00'
SEE NOTE 11
(SHADED AREA)
SEE NOTE 15
(SHADED AREA)
SEE NOTE 12
(HATCHED AREA)
EXISTING 20' UTILITY EASEMENT
PER LANDMARK SUB. P.U.D.
EXISTING 6' UTILITY EASEMENT
PER LANDMARK SUB. P.U.D.
80' DRAINAGE EASEMENT
PER PULSE P.U.D.
FILING ONE
TRACT A
PULSE PUD FILING ONE
OWNER: NORTH SPRING CREEK
PROPERTIES LLC
X X
X
X
EASEMENT
RECEPTION NO.
20180045811 &
NO. 2018044808
EASEMENT
RECEPTION NO.
20180045813 &
NO. 20180044809
EASEMENT
RECEPTION NO.
20180045812 &
NO. 20180044810
0.61'
L25
L26
L27
L28
L29
L30
41.94'
L85
L84
L83
L82 L81
L80
L79
L78
L77
L76
L75
L74
L73
L72
L71
L70
L69
L97
L98
L95
L96
67.40'
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
L121
L122
L123
L124
L125
L126
N47°01'02"E
25.99' (TIE)
L141
L142
L143
L144
L145
L146
L148
L147
L149
L150
L151
L152
L153
L154
L155
L156
L157
L158
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
S24°59'59"W
30.34' (TIE)
L170
L171
L172
L173
L174
L175
L176
L177
L179 L178
L180
L181
L182
L183
L184
L185
L186
L159
L160
L161
L162 L163
L164
L165
L166
L167 L168
L169
S65°34'45"E
14.85' (TIE)
CITY OF FORT COLLINS
100-YR FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODPLAIN
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
FND #4 REBAR
w/PLASTIC CAP
LS 37899
FND #4 REBAR
w/PLASTIC CAP
LS 34995
EXISTING FENCE AT
TIME OF SURVEY 6-13-16
L5
EASEMENT
RECEPTION NO.
20180045810 &
NO. 20180044811
7.12'
N00°13'32"E 124.92'
ROW TO BE DEDICATED
PER THIS PLAT
551 sq.ft.
LOT 2
16,992 sq. ft.
0.390 ac.
LOT 1
113,425 sq. ft.
2.604 ac.
SW CORNER OF NE 1
4
OF NW 1
4 OF NW
1
4 OF
SECTION 23-7-69
FND MODEL "T" AXLE
W/3 3/4" STEEL CAP,
IN COLLAR OF STONE
(SEE NOTE 18)
N00°13'32"E 393.78'
BASIS OF BEARINGS
EAST LINE OF LANDMARK SUB.
AND SEAMAN SUBDIVISION AND
WEST LINE OF THE NE1
4 OF THE NW
1
4
OF THE NW1
4 OF SECTION 23-7-69
POINT A
FND #4 REBAR
OBLITERATED CAP
S31°02'37"E
1.58'
SEE NOTE 14
SEE NOTE 13
(SHADED AREA)
N16°12'35"W
1.62'
N25°49'16"W
1.86'
N49°57'27"W
2.93'
N86°25'35"W
1.94'
N86°26'21"W
1.66'
(R) N00°20'00"W 393.77'
SEE NOTE 13
(SHADED AREA)
SEE NOTE 17
SEE NOTE 16
SEE NOTE 16
(R) N00°20'00"W 126.85'
SEE NOTE 17
OWNER:
HOGESTAD, PER M & VEDA V
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
(M) N00°00'24"W 61.13'
(M) S70°12'35"W 152.92'
(M) S74°43'05"W 159.60'
(M) S56°50'02"W 214.26'
(M) S30°41'23"W 157.18'
(M) S89°33'55"E 150.55'
(R) S69°52'W 152.83'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S74°17'W 159.29'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S56°30'W 213.36'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S30°10'W 158.78'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) WEST 149.09'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) N00°20'W 61.06'
(PER ARTHUR C.
SHEELY FIRST SUB.)
ROW VACATED BY
ORDINANCE NO. 065, 2019
REC. NO. _______________
PARCEL TO BE RETAINED
AS UTILITY EASEMENT
FND #4 REBAR
NO CAP
FND #4 REBAR
NO CAP
(M) S44°18'41"W 79.65'
(M) N00°00'24"W 61.13'
(R) N00°20'W 61.06'
(PER ARTHUR C.
SHEELY FIRST SUB.)
(R) S43°41"W 79.65'
(PER ARTHUR C.
SHEELY FIRST SUB.)
Sheet
Of 4 Sheets
LANDMARK APARTMENTS 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
301 North Howes Street, Suite 100 hereon.
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
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
SEE SHEET 2
SET 18" #4 REBAR w/1" BLUE
PLASTIC CAP, PLS 38470
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SECTION LINE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
FEMA 100-YR HIGH-RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODWAY
FOUND SECTION CORNER
AS DESCRIBED
FENCELINE
X
LANDMARK APARTMENTS
BEING A REPLAT OF LOTS 1, 2, 3 AND 4; TRACTS A, D, E AND F; AND A PORTION OF HOBBIT STREET, YOUNG'S CREEK;
AND A TRACT TO THE CITY OF FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
EAE EMERGENCY ACCESS EASEMENT
UE UTILITY EASEMENT
RECORDED BEARING & DISTANCE
PER THE PLAT OF YOUNG'S CREEK
UNLESS OTHERWISE NOTED
(R)
CALCULATED POSITION ONLY
7
L7
L8
L9
L15
C
1
2
L16
L17
L18
C
1
3
L19
L20
C
1
4
L21
C18
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
21.30' 28.13'
EASEMENT
OVERLAP
EASEMENT
OVERLAP
26' EAE
PROPOSED TEMP.
CONST. EASEMENT
REC. NO. (TBD)
(SEE NOTE 19)
22' EAE
SEE NOTE 11
(SHADED AREA)
EXISTING 6' UTILITY EASEMENT
PER LANDMARK SUB. P.U.D.
NORTHWEST CORNER OF
TRACT A, YOUNG'S CREEK
LOT 1
LANDMARK
SUBDIVISION PUD
OWNER: LANDMARK
HOUSING LLC
L41
L42
L43
L44
L45
L46
L47
L48
L49
L51
L52
L53
L50
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
S57°56'59"E
27.08' (TIE)
L66
L67
L68
L65 50.61'
L87
L86
L85
L84
L72
L71
L70
L69
L94
L93
L91 L92
L90
L88 L89
S39°40'29"W
13.60' (TIE)
L16
N00°13'32"E 393.78'
LOT 1
113,425 sq. ft.
2.604 ac.
BASIS OF BEARINGS
EAST LINE OF LANDMARK SUB.
AND SEAMAN SUBDIVISION
WEST LINE OF THE NE1
4 OF THE NW
1
4
OF THE NW1
4 OF SECTION 23-7-69
FND #4 REBAR, DISTURBED
±1' WEST OF PROPERTY LINE,
ORIGINAL LOCATION COULD
NOT BE DETERMINED,
NOT ACCEPTED
SEE NOTE 11
(SHADED AREA)
N89°39'25"W 664.17'
N00°20'35"E
30.00'
(R) N90°00'00"E 1991.57'
(R) S27°16'01"E 100.29'
(R) N00°20'00"W 393.77'
S89°39'25"E 1991.10'
(R) N90°00'00"E 664.00'
PORTION OF LOT 1
ARTHUR C. SHEELY
FIRST SUBDIVISION
REC. NO. 96062292
OWNER:
HOGESTAD, PER M & VEDA V
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
LENGTH
13.13'
44.37'
35.87'
21.63'
44.44'
47.37'
123.89'
37.45'
78.73'
141.60'
24.00'
134.19'
46.38'
46.29'
108.38'
62.26'
22.00'
68.48'
0.27'
124.22'
26.02'
132.59'
26.00'
132.59'
65.03'
2.96'
150.96'
5.11'
89.07'
6.77'
12.33'
0.96'
27.42'
1.00'
12.33'
10.83'
2.00'
42.08'
2.00'
21.23'
7.04'
36.73'
3.04'
27.83'
2.00'
3.04'
9.33'
2.50'
27.42'
2.00'
2.50'
9.33'
3.04'
30.79'
1.58'
30.88'
3.58'
15.17'
3.58'
30.04'
1.58'
29.96'
2.00'
BEARING
S69° 59' 22"E
S69° 59' 22"E
N69° 59' 22"W
N69° 59' 22"W
N00° 55' 14"W
S26° 55' 25"E
S04° 58' 23"W
S01° 54' 43"W
S04° 58' 23"W
S87° 50' 25"E
S02° 09' 35"W
N87° 50' 25"W
N89° 59' 25"W
S89° 59' 25"E
N04° 58' 23"E
N89° 59' 25"W
N00° 00' 35"E
S89° 59' 25"E
S01° 54' 43"W
N04° 58' 23"E
N26° 55' 25"W
S89° 39' 24"E
N00° 20' 36"E
S89° 39' 24"E
N00° 55' 14"W
N56° 50' 34"E
N00° 55' 11"W
S74° 37' 34"W
N00° 55' 14"W
N70° 12' 34"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
S00° 00' 35"W
S89° 59' 25"E
S00° 00' 35"W
S89° 59' 25"E
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
S89° 59' 25"E
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
N89° 59' 25"W
N89° 59' 25"W
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
LINE TABLE
LINE
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
L121
L122
L123
L124
L125
L126
LENGTH
1.92'
19.33'
14.17'
19.33'
14.17'
25.17'
6.00'
32.17'
1.00'
35.27'
2.00'
10.10'
5.85'
6.96'
19.17'
6.04'
25.08'
5.00'
10.48'
82.14'
3.50'
28.57'
3.00'
19.38'
13.23'
3.50'
33.62'
3.50'
13.23'
19.38'
3.00'
11.50'
18.00'
11.50'
18.00'
24.42'
5.50'
9.90'
11.04'
3.00'
46.04'
3.00'
19.00'
9.90'
6.96'
15.88'
7.04'
11.44'
3.04'
6.83'
0.96'
16.04'
20.21'
3.10'
8.79'
1.40'
30.42'
4.50'
18.17'
10.00'
6.96'
15.77'
7.04'
BEARING
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
S89° 59' 25"E
S00° 00' 35"W
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
S00° 00' 35"W
S89° 59' 25"E
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
N89° 59' 25"W
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
N89° 59' 25"W
S02° 09' 35"W
N87° 50' 25"W
N02° 09' 35"E
S87° 50' 25"E
N21° 27' 24"W
N68° 32' 36"E
N21° 27' 24"W
N68° 32' 36"E
N21° 27' 24"W
N68° 32' 36"E
S21° 27' 24"E
N68° 32' 36"E
S21° 27' 24"E
N68° 32' 36"E
S21° 27' 24"E
N68° 32' 36"E
S21° 27' 24"E
S68° 32' 36"W
S21° 27' 24"E
S68° 32' 36"W
S21° 27' 24"E
S68° 32' 36"W
S21° 27' 24"E
S68° 32' 36"W
S21° 27' 24"E
S68° 32' 36"W
N21° 27' 24"W
S68° 32' 36"W
N21° 27' 24"W
S68° 32' 36"W
N21° 27' 24"W
S68° 32' 36"W
LINE TABLE
LINE
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
L151
L152
L153
L154
L155
L156
L157
L158
L159
L160
L161
L162
L163
L164
L165
L166
L167
L168
L169
L170
L171
L172
L173
L174
L175
L176
L177
L178
L179
L180
L181
L182
L183
L184
L185
L186
LENGTH
5.50'
12.54'
4.00'
13.23'
20.50'
2.00'
30.54'
7.96'
23.96'
2.00'
21.08'
13.23'
5.50'
21.08'
17.50'
19.27'
2.00'
20.50'
16.04'
0.96'
3.04'
4.42'
13.63'
10.00'
3.86'
2.00'
27.64'
2.00'
20.50'
13.23'
5.50'
21.08'
9.33'
4.50'
23.74'
7.07'
15.95'
1.25'
6.92'
0.44'
2.60'
7.14'
0.56'
10.81'
2.00'
12.77'
25.79'
34.31'
27.79'
2.00'
36.50'
5.83'
26.58'
12.25'
1.67'
11.52'
1.29'
27.92'
1.29'
9.40'
BEARING
S15° 56' 36"W
S74° 03' 24"E
S15° 56' 36"W
S74° 03' 24"E
S15° 56' 36"W
S74° 03' 24"E
S15° 56' 36"W
S74° 03' 24"E
S15° 50' 04"W
N74° 03' 24"W
S15° 56' 36"W
N74° 03' 24"W
S15° 56' 36"W
N74° 03' 24"W
N15° 56' 36"E
N74° 03' 24"W
N15° 56' 36"E
N74° 03' 24"W
N15° 56' 36"E
N74° 03' 24"W
N74° 03' 24"W
N15° 56' 36"E
N15° 56' 36"E
S74° 03' 24"E
N15° 56' 36"E
N74° 03' 24"W
N15° 56' 36"E
S74° 03' 24"E
N15° 56' 36"E
S74° 03' 24"E
N15° 56' 36"E
S74° 03' 24"E
S89° 59' 25"E
N00° 00' 35"E
S89° 59' 25"E
S00° 00' 35"W
S89° 59' 25"E
S00° 00' 35"W
S89° 59' 25"E
S69° 59' 22"E
S00° 00' 35"W
S89° 59' 25"E
S69° 59' 22"E
S00° 00' 35"W
S89° 59' 25"E
S00° 00' 35"W
S89° 59' 25"E
S00° 00' 35"W
N89° 59' 25"W
S00° 00' 35"W
N89° 59' 25"W
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
N89° 59' 25"W
N00° 00' 35"E
S89° 59' 25"E
N00° 00' 35"E
EXISTING RIGHT-OF-WAY DEDICATED BY YOUNG'S
CREEK PLAT VACATED BY ORDINANCE NO. 065, 2019
REC. NO. _________________
HOBBIT STREET (51' ROW)
EXISTING RIGHT-OF-WAY DEDICATED
BY YOUNG'S CREEK PLAT VACATED
BY ORDINANCE NO. 065, 2019
REC. NO. _________________
HOBBIT STREET (51' ROW)
HOBBIT STREET (51' ROW)
EXISTING RIGHT-OF-WAY DEDICATED
BY YOUNG'S CREEK PLAT VACATED
BY ORDINANCE NO. 065, 2019
REC. NO. _________________
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
DELTA
20°52'37"
2°31'02"
42°19'26"
50°07'56"
3°06'34"
20°22'26"
31°53'48"
92°48'48"
66°25'55"
64°16'56"
85°02'13"
94°57'47"
88°05'53"
31°53'48"
23°20'42"
9°57'48"
41°16'48"
12°31'18"
RADIUS
106.37'
195.00'
195.00'
285.00'
285.00'
196.37'
10.00'
8.00'
25.00'
49.00'
25.00'
10.00'
5.00'
25.00'
40.00'
14.00'
61.42'
45.00'
LENGTH
38.76'
8.57'
144.04'
249.37'
15.47'
69.83'
5.57'
12.96'
28.99'
54.97'
37.10'
16.57'
7.69'
13.92'
16.30'
2.43'
44.25'
9.83'
BEARING
S80°25'33"E
S68°43'40"E
S46°18'26"E
N41°48'52"W
N68°26'07"W
N80°10'35"W
S10°58'31"E
S41°26'01"E
S58°56'37"W
S57°52'07"W
N47°29'29"E
N42°30'31"W
N45°57'39"E
N10°58'31"W
N78°40'14"E
N85°21'40"E
S34°13'42"E
N20°39'46"W
CHORD
38.54'
8.57'
140.79'
241.49'
15.46'
69.46'
5.50'
11.59'
27.39'
52.14'
33.79'
14.74'
6.95'
13.74'
16.19'
2.43'
43.30'
9.82'
NORTH 1/4 CORNER
SECTION 23-7-69
" ALUMINUM CAP
IN MONUMENT BOX
LS 17497, 1999
NORTH 1/4 CORNER
SECTION 23-7-69
" ALUMINUM CAP
IN MONUMENT BOX
LS 17497, 1999
NORTH 1/4 CORNER
SECTION 23-7-69
" ALUMINUM CAP
IN MONUMENT BOX
LS 17497, 1999
NORTH 1/4 CORNER
SECTION 23-7-69
FND. 2 1
2" ALUMINUM CAP
IN MONUMENT BOX
LS 17497, 1999
NORTHWEST CORNER
SECTION 23-7-69
FND. 3 1
4" ALUMINUM CAP
IN MONUMENT BOX
LS 20123
NORTHWEST CORNER
SECTION 23-7-69
" ALUMINUM CAP
IN MONUMENT BOX
Sheet
Of 4 Sheets
LANDMARK APARTMENTS 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
301 North Howes Street, Suite 100 hereon.
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
NORTH
2
CITY OF FORT COLLINS
STATE OF COLORADO
EXISTING RIGHT-OF-WAY TO BE
VACATED BY COUNCIL ACTION
Robert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
PRELIMINARY
SEE SHEET 3
NORTH
SET 18" #4 REBAR w/1" BLUE
PLASTIC CAP, PLS 38470
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
FOUND PROPERTY CORNER
AS DESCRIBED
SECTION LINE
EAE EMERGENCY ACCESS EASEMENT
UE UTILITY EASEMENT
CITY OF FORT COLLINS
100-YR FLOODPLAIN
FEMA 100-YR HIGH-RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODWAY
FOUND SECTION CORNER
AS DESCRIBED
LANDMARK APARTMENTS
BEING A REPLAT OF LOTS 1, 2, 3 AND 4; TRACTS A, D, E AND F; AND A PORTION OF HOBBIT STREET, YOUNG'S CREEK; AND A TRACT TO THE CITY OF
FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
RECORDED BEARING & DISTANCE
PER THE PLAT OF YOUNG'S CREEK
UNLESS OTHERWISE NOTED
(R)
Land Surveyor No. 38470
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.
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.:__________________________________
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.
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
PLANNING APPROVAL
By the Director of Community Development and Neighborhood Services of the City of Fort Collins, Colorado this _____ day
of ___________ A.D., 20_____.
____________________________________________________
Director of Community Development and Neighborhood Services
OWNER: RTA Hobbit, LLC, a Delaware limited liability company
BY: _________________________________
Michael B. Earl, Vice President
STATE OF COLORADO )
)ss.
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
Michael B. Earl, as Vice President of RTA Hobbit, LLC, a Delaware limited liability company.
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
LANDMARK APARTMENTS
BEING A REPLAT OF LOTS 1, 2, 3 AND 4; TRACTS A, D, E AND F; A PORTION OF HOBBIT STREET, YOUNG'S CREEK; AND A TRACT
TO THE CITY OF FORT COLLINS, LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NOTES:
1. The Basis of Bearings is the West line of the Northeast Quarter of the Northwest Quarter of the Northwest Quarter of Section 23 as bearing North 00° 13' 32" East (assumed bearing),
and monumented as shown on drawing.
2. All information regarding easements, rights-of-way or Title of Record, Northern Engineering relied upon File No. 100-N0022113-010-TO2, Amendment No. 1, prepared by Fidelity
National Title, dated June 5, 2019.
3. The referenced title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review.
4. Not all documents listed in the title commitment are plottable or definable. All easements that are definable by their descriptions are shown hereon with sufficient data to establish
their position.
5. Gross area is 130,967 square feet or 3.007 acres.
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 hereon assumes no responsibility for the mineral rights upon the subject property.
.7. The property described hereon is designated as flood zone “X”, area of minimal flood hazard, per FEMA flood map 08069C979H revised May 2, 2012. Lots 1 and 2 as shown
hereon are bisected by a designated flood zone “AE”, 100 year flood plain, per FEMA flood map 08069C979H revised May 2, 2012. Floodplain lines indicated hereon are approximate
only. Lines are scaled from FEMA generated PDF files.
8. A blanket utility and drainage easement is hereby dedicated across the entire subject property except for the Easement Exclusion areas as shown. Presence of overlaying easements
does not signify an exclusion from the said blanket easement.
9. 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.
10. The lineal unit of measurement for this plat is U. S. Survey Feet.
11. In reference to the area between the West Boundary of Young's Creek and the East lines of Landmark Subdivision P.U.D. and Seaman Subdivision as depicted hereon also being
referenced on the Plat of Youngs Creek. It is the surveyor's professional opinion that the adjoining properties were intended to be contiguous; containing no gores, gaps or overlaps
along their common boundaries. It is the Surveyors Professional opinion that the gap is of a mathematical nature (bearings and distance) and that there is no gap or overlap in current
or
prior ownership.
12. A portion of the area referenced in Note 11 was quit claimed to the city of Fort Collins by Grace-Cynkar LLP at Reception No. 20040017621 in the records of the Larimer County
Clerk and Recorder. It is the surveyor's professional opinion that the adjoining properties were intended to be contiguous; containing no gores, gaps or overlaps along their common
boundaries. It is the Surveyors Professional opinion that the gap is of a mathematical nature (bearings and distance) and that there is no gap or overlap in current or prior ownership.
13. In reference to the area between the South Boundary of Young's Creek and the North line of Pulse P.U.D. Filing One as depicted hereon. It is the surveyor's professional opinion
that the adjoining properties were intended to be contiguous; containing no gores, gaps or overlaps along their common boundaries. It is the Surveyors Professional opinion that the gap
is of a mathematical nature (bearings and distance) and that there is no gap or overlap in current or prior ownership.
14. In reference to the area between the East Boundary of Young's Creek and the West line of Arthur C. Sheely First Subdivision as depicted hereon. It is the surveyor's professional
opinion that the adjoining properties were intended to be contiguous; containing no gores, gaps or overlaps along their common boundaries. It is the Surveyors Professional opinion that
the gap is of a mathematical nature (bearings and distance) and that there is no gap or overlap in current or prior ownership.
15. In reference to the area between the South Boundary of Landmark Subdivision P.U.D. and the North line of Pulse P.U.D. Filing One, being within the Right of Way of Hobbit
Street as depicted hereon. It is the surveyor's professional opinion that the adjoining properties were intended to be contiguous; containing no gores, gaps or overlaps along their
common boundaries. It is the Surveyors Professional opinion that the gap is of a mathematical nature (bearings and distance) and that there is no gap or overlap in current or prior
ownership.
16. In reference to the area between the West and South Boundary of Young's Creek and the East and South lines of Youngs Creek Tract C also being a Drainage Easement Rec. No.
86072551 as depicted hereon also being referenced on the Plat of Youngs Creek. It is the surveyor's professional opinion that the subject properties were intended to be contiguous;
containing no gores, gaps or overlaps along their common boundaries. It is the Surveyors Professional opinion that the gaps are of a mathematical nature (bearings and distance) and
that there is no gap or overlap in current or prior ownership.
17. In reference to the Fence lines along the East Boundary of Young's Creek as depicted hereon also being referenced on the Plat of Youngs Creek and referenced in those easements
recorded at Reception Numbers 2018044808, 20180044809, 20180045810, 20180044811 20180045810, 20180045811, 20180045812 and 20180045813.
18. In reference to the Southwest corner of the Northeast Quarter of the Northwest Corner of the Northwest Corner of Section 23 , Township 7 North, Range 69 West as depicted
hereon and as referenced on the plat of Landmark Subdivision P.U.D. and the plat of Youngs Creek. A found axle firmly set vertically in the ground within a 3' diameter collar of stone
and alongside a dilapidated wood fence post with barbed wire (wire running North, East & West for several feet). It is the surveyors professional opinion that the Axle (described as
a
model “T” axle on the Plat of Landmark Sub. P.U.D.) is the true and historical position of the Southwest corner of the Northeast Quarter of the Northwest Corner of the Northwest
Corner of Section 23.
19. The proposed easements and rights-of-way depicted on the exterior boundary are shown for reference only.
20. The following documents were used in preparation of this plat: Book 727, Page 25; Book 913, Page 213; Book 953, Page 392; Book 953, Page 393; Book 953, Page 478; Book 844,
Page 282; Book 844, Page 284; Book 909, Page 353; Rec. No. 970337, Rec. No. 86013008; Rec. No. 96036978; Rec. No 96038527; Rec. No. 93047503; Rec. No. 96036978; Book
2214, Page 565; Book 2214, Page 576; Book 2240, Page 978; Book 2109, Page 817; Book 2109, Page 820; 2100, Page 840; Book 2100, Page 845; Book 2100, Page 851; Book 201,
Page 838; Book 2061, Page 457; Book 1012, Page 23; Rec. No. 716373, Book 1095, Page 359, Book 1116, Page 125; Book 793, Page 421; Book 793, Page 425; Book 822, Page
200-201; Book 881, Page 354-359; Book 891, Page 156-157; Book 896, Page 13; Book 909, Page 353; Book 759, Page 248; Rec. No. 20040017621; Rec. No. 97077608; Rec. No.
20040040225; Rec. No. 20130083709; Rec. No. 20130082676; Rec. No. 20150058378; Rec. No. 20180059140; The Plat of Youngs Creek, The ALTA of Youngs Creek Rec. No.
20150067764; The Arthur C. Sheely First Subdivision, The Artur C. Sheely Second Subdivision, The Arthur C. Sheely Third Subdivision, Land Survey Plat of a portion of The Arthur
C. Sheely First Subdivision Rec. No. 94052432; The Plat of Seaman Subdivision; Pulse P.UD. Filing One; ALTA Survey of Portions of Pulse P.U.D. Filing One Rec. No.
20110043594; Land Survey Plat of Pulse P.U.D. Filing One Rec. No. 97048713; Plat of Wind Trail Condominiums; Landmark Subdivision P.U.D.; Book 38, Page 131; Book 82, Page
30; Book 220, Page 521; Book 197, Page 105; Book 186, Page 425; Book 126, Page 408; Book 100, Page 98; Book 953, Page 478; Book 374, Page 549; Book 285, Page 480; Book
304, Page 474; Book 364, Page 250; Book 227, Page 415; Book 247, Page 19; Book 254, Page 241; Book 254, Page 242; Rec. No. 367641, Page 217, 5-10-193; Rec. No. 224073, Page
384, 6-3-1921; Rec. No. 335585, Pages 428-430, 2-1-1928; Rec. No. 455987, Page 296, 10-23-1937; Rec. No. 419201, Page 163, 1-9-1935; Rec. No. 386995, Page 204, 11-27-1931;
Rec. No. 369074, Page 233, 6-16-1930; Book 844, Page 282; Book 771, Page 188; Book 844, Page 284.
21. For easements created by separate document and shown hereon refer to recorded document for specific details and terms.
22. All previous lot lines and easements as shown and dedicated on Young's Creek recorded at reception number 20040037611 at the Larimer County Clerk and Recorder which are
located within the boundary lines of this plat are hereby vacated upon recordation of this plat and dedicated as shown hereon.
23. The Items depicted and referenced on page 4 were considered as evidence of occupation in preparation of this plat and are shown for reference only.
24. An encroachment is a legal condition, not a matter of survey, and thus cannot be identified as such by a surveyor.
25. The Professional opinion of the Surveyor is not a determination of law.
26. A Shared Joint Access Agreement is recorded to permit full and equal joint access to all outdoor common areas, amenities and vehicular and pedestrian facilities, including the
access drive, swimming pool, volleyball court, lawns, walkways, and picnic tables by all owners and tenants of buildings in the Landmark Apartments Expansion Project #FDP190002.
The Joint Access Agreement provides such access in perpetuity regardless of any changes in ownership and cannot be terminated without written approval by the City. Recorded at
Larimer County, Reception No. 201900________.
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned, being owner(s) of the following described land:
Lots 1, 2, 3 and 4; Tracts A, D, E and F; and a portion of Hobbit Street, Young's Creek, and a tract to the City of Fort Collins recorded at Reception No. 20040017621,
located in the Northwest Quarter of Section 23, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, more
particularly described as follows:
Considering the West line of the Northeast Quarter of the Northwest Quarter of the Northwest Quarter of Section 23 as bearing North 00° 13' 32" East and with all
bearings contained herein relative thereto;
BEGINNING at the Southwest corner of the Northeast Quarter of the Northwest Quarter of the Northwest Quarter of Section 23, being monumented by a found
Model “T” axle, with 3 ¾” steel cap in collar of stone; thence along the West line of the Northeast Quarter of the Northwest Quarter of the Northwest Quarter of
Section 23, said line also being the East line of Landmark Subdivision P.U.D. and the East line of Seaman Subdivision, North 00° 13' 32" East, 124.92 feet to Point A;
thence along a curve concave to the South having a central angle of 20° 52' 37" with a radius of 106.37 feet, an arc length of 38.76 feet and the chord of which bears
South 80° 25' 33" East, 38.54 feet; thence, South 69° 59' 22" East, 13.13 feet; thence, South 69° 59' 22" East, 44.37 feet; thence along a curve concave to the southwest
having a central angle of 02° 31' 02" with a radius of 195.00 feet, an arc length of 8.57 feet and the chord of which bears South 68° 43' 40" East, 8.57 feet; thence
along a curve concave to the southwest having a central angle of 42° 19' 26" with a radius of 195.00 feet, an arc length of 144.04 feet and the chord of which bears
South 46° 18' 26" East, 140.79 feet to a point on the South line of the Northeast Quarter of the Northwest Quarter of the Northwest Quarter of Section 23; thence along
said line, North 89° 33' 55" West, 202.32 feet to the POINT OF BEGINNING, which above tract contains 17,542 square feet or 0.403 acres, more or less.
ALSO:
COMMENCING at aforementioned Point A; thence along the West line of the Northeast Quarter of the Northwest Quarter of the Northwest Quarter of Section 23,
said line also being the East line of Landmark Subdivision P.U.D. and the East line of Seaman Subdivision, North 00° 13' 32" East, 90.01 feet to the POINT OF
BEGINNING; thence continuing along said West line, thence, North 00° 13' 32" East, 393.78 feet to a point on the South right-of-way line of Prospect Road; thence
along said South line, South 89° 39' 24" East, 122.77 feet to a point on the West line of that tract of land described at Reception No. 96062292; thence along the West
and South lines of said tract the following 3 courses and distances: South 27° 01' 18" East, 76.99 feet; thence, South 05° 02' 26" West, 185.97 feet; thence, South 87°
52' 25" East, 203.78 feet to a point on the West line of Arthur C. Sheely First Subdivision; thence along said West line, South 00° 08' 47" West, 349.20 feet to a point
on the South line of the Northeast Quarter of the Northwest Quarter of the Northwest Quarter of Section 23; thence along said South line, North 89° 35' 55" West,
47.85 feet; thence along a curve concave to the southwest having a central angle of 50° 07' 56" with a radius of 285.00 feet, an arc length of 249.37 feet and the chord
of which bears North 41° 48' 52" West, 241.49 feet; thence along a curve concave to the southwest having a central angle of 03° 06' 34 " with a radius of 285.00 feet,
an arc length of 15.47 feet and the chord of which bears North 68° 26' 07" West, 15.46 feet; thence, North 69° 59' 22" West, 35.87 feet; thence, North 69° 59' 22"
West, 21.63 feet; thence along a curve concave to the south having a central angle of 20° 22' 26" with a radius of 196.37 feet, an arc length of 69.83 feet and the chord
of which bears North 80° 10' 35" West, 69.46 feet to the POINT OF BEGINNING, which above tract contains 113,425 square feet or 2.604 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 Landmark Apartments (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.
1
CITY OF FORT COLLINS
STATE OF COLORADO
PROJECT
LOCATION
VICINITY MAP
NORTH
The Birdsall Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE
ARCHITECT
DEVELOPER/
APPLICANT
SITE ENGINEER
SURVEYOR
Infusion Architects
206 East 4th Street
Loveland, Colorado 80537
(970) 775-2925
CLIENT
DRAFT
6-26-19
PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDING PURPOSES OR IMPLEMENTATION
Redwood Construction, Inc.
Contact: Daniel Peress
2082 Michelson Drive, 4th Floor
Irive, CA 92612
(949) 299-0875