HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - PDP200019 - - SUBDIVISION PLATSTUART STREET
HOBBIT ST.
HILL POND R
D
.SHIELDS STREETPITKIN STREET
PROSPECT ROAD
LAKE STREET
SHEELY DR
.
Sheet
Of 4 SheetsTHE QUARRY BY WATERMARKNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comMAINTENANCE 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
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:
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
THE QUARRY BY WATERMARK
BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, 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
SURVEYOR NOTES:
1.The Basis of Bearings is the West line of the Northwest Quarter of Section 23 as bearing North 00° 01' 50" 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 Order No. ABC25178582, prepared by Land Title Guarantee
Company, dated August 13, 2020.
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 844,238 square feet or 19.381 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 lineal unit of measurement for this plat is U. S. Survey Feet.
8. For easements created by separate document and shown hereon refer to recorded document for specific details and terms.
9. All previous lot lines and easements as shown and dedicated on Pulse P.U.D. Filing One, recorded at Reception Number 87043454 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.
10. Adjacent property owner information per the Larimer County Land information Locator.
11. 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.
12. 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.
13. 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., the plat of Youngs Creek and the plat of Landmark Apartments. 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. See the plat of Landmark Apartments for further information.
This position was destroyed during construction after the recording of the plat of Landmark Apartments.
14. 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. See Note 13.
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned, being owner(s) of the following described land:
Lots 1-5, Tract "A", Tract "B", Alabaster Court, Coromandel Circle and Stuart Street, Pulse P.U.D. Filing One recorded at Reception No. 87043454,
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 Northwest Quarter of Section 23 as bearing North 00° 01' 50" East and with all bearings contained herein relative
thereto;
COMMENCING at the Northwest corner of Section 23; thence along the West line of the Northwest Quarter, South 00° 01' 50" West, 661.56 feet;
thence continuing along said West line, South 00° 01' 50" West, 51.73 feet; thence departing said West line, South 89° 58' 10" East, 50.00 feet to the
POINT OF BEGINNING; thence along a curve concave to the Southeast having a central angle of 90° 19' 00" with a radius of 25.00 feet, an arc length
of 39.41 feet and the chord of which bears North 45° 11' 22" East, 35.45 feet; thence, South 89° 39' 08" East, 456.98 feet; thence along a curve concave to
the North having a central angle of 01° 36' 22" with a radius of 267.00 feet, an arc length of 7.48 feet and the chord of which bears North 89° 32' 41" East,
7.48 feet; thence along a curve concave to the Southwest having a central angle of 59° 28' 17" with a radius of 40.00 feet, an arc length of 41.52 feet and
the chord of which bears South 61° 31' 37" East, 39.68 feet; thence along a curve concave to the Northwest having a central angle of 161° 06' 55" with a
radius of 61.42 feet, an arc length of 172.71 feet and the chord of which bears North 67° 38' 37" East, 121.18 feet to the Southwest corner of Landmark
Apartments; thence along the South line of Landmark Apartments, South 89° 33' 55" East, 321.90 feet; thence, South 89° 08' 28" East, 76.56 feet to a
point on the Northerly line of Hill Pond on Spring Creek Second Filing; thence along said Northerly line and along a curve concave to the South having a
central angle of 13° 06' 10" with a radius of 518.12 feet, an arc length of 118.49 feet and the chord of which bears South 83° 49' 04" West, 118.23 feet to
the Westerly line of Hill Pond on Spring Creek Second Filing; thence along said Westerly line the following 4 courses and distances: South 10° 23' 56"
East, 153.80 feet; thence along a curve concave to the Northeast having a central angle of 24° 24' 51" with a radius of 664.52 feet, an arc length of 283.16
feet and the chord of which bears South 22° 39' 31" East, 281.02 feet; thence, South 55° 30' 31" West, 20.96 feet; thence, South 07° 31' 19" East, 410.01
feet to the Northwest corner of Windtrail on Spring Creek PUD; thence along the Westerly line of Windtrail on Spring Creek PUD, South 05° 55' 01"
East, 103.53 feet to the Northerly line of Wilderland Condominiums; thence along said Northerly line the following 6 courses and distances: North 52°
56' 34" West, 174.77 feet; thence, North 23° 04' 56" West, 9.43 feet; thence, North 75° 28' 21" West, 13.49 feet; thence, North 52° 56' 32" West, 71.89
feet; thence along a curve concave to the South having a central angle of 52° 27' 46" with a radius of 400.00 feet, an arc length of 366.26 feet and the
chord of which bears North 87° 31' 43" West, 353.60 feet; thence, South 66° 08' 51" West, 227.06 feet to a point on the Northerly line of Hill Pond
Condominiums; thence along said Northerly line the following 3 courses and distances: South 67° 46' 52" West, 95.00 feet; thence, South 44° 10' 12"
West, 213.28 feet; thence, South 59° 01' 52" West, 105.00 feet to the East right-of-way line of Shields Street; thence along said East line the following 5
courses and distance: North 00° 01' 52" East, 389.35 feet; thence along a curve concave to the Southeast having a central angle of 58° 39' 37" with a
radius of 25.00 feet, an arc length of 25.60 feet and the chord of which bears North 29° 21' 41" East, 24.49 feet; thence, North 05° 09' 14" East, 72.80 feet;
thence along a curve concave to the Northwest having a central angle of 74° 55' 24" with a radius of 25.00 feet, an arc length of 32.69 feet and the chord
of which bears North 37° 25' 50" West, 30.41 feet.; thence, North 00° 01' 52" East, 550.26 feet to the to the POINT OF BEGINNING, which above tract
contains 844,238 square feet or 19.381 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 THE QUARRY BY WATERMARK (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 COLLINSSTATE OF COLORADOSITE
VICINITY MAP
NORTH
DRAF
T
3-3-21
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Watermark Residential
111 Monument Circle, Suite 1500
Indianapolis, IN. 46204
(317) 853-5459
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
NOTES AS REQUESTED BY THE CITY OF FORT COLLINS:
1.The property described hereon is designated as flood zone “X”, area of minimal flood hazard, per FEMA flood map 08069C979H revised May 2, 2012. Lot 1 as shown
hereon is 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.
2.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.
3.Zoning: Site is zoned NC - Neighborhood Commercial and MMN - Medium Density Mixed Use Neighborhood District.
PRELIMINARY PLAT NOTES:
1.All easements will be defined prior to final submittal and are shown hereon for reference purposes and may change prior to final submittal.
2.Radius dimensions are depicted hereon to aid in the review process only, as requested by the site engineer.
3.Zoning information listed hereon for reference purposes only and will be removed prior to final submittal.
4.Adjoining owner information listed hereon for reference purposes only and will be removed prior to final submittal.
POINT OF COMMENCEMENT
NORTHWEST CORNER
SECTION 23-7-69
FND. 3 1
4" ALUM. CAP ON #6 REBAR
IN MONUMENT BOX, LS 20123
FND #4 REBAR
OBLITERATED CAP
FEMA 100-YR
HIGH-RISK
FLOOD FRINGE
N00°01'52"E 550.26'Delta= 90°19'00"
R=25.00' L=39.41'
Dir= N45°11'22"E
Chord= 35.45'
S89°39'08"E 456.98'
Delta= 1°36'22"
R=267.00' L=7.48'
Dir= N89°32'41"E
Chord= 7.48'
Delta= 59°28'17"
R=40.00' L=41.52'
Dir= S61°31'37"E
Chord= 39.68'
Delta= 161°06'55"
R=61.42' L=172.71'
Dir= N67°38'37"E
Chord= 121.18'
Delta= 13°06'10"
R=518.12' L=118.49'
Dir= S83°49'04"W
Chord= 118.23'S10°23'56"E 153.80'Delta= 24°24'51"
R=664.52' L=283.16'
Dir= S22°39'31"E
Chord= 281.02'
S55°30'31"W
20.96'
LOT 1
UTILITY & DRAINAGE
EASEMENT
580,679 sq. ft.
13.331 ac.
N89°39'08"W 474.91'C1S00°01'52"W265.40'S05°40'31"E65.37'12' ADDITIONAL PUBLIC ROW
TO BE DEDICATED BY THIS PLAT
15' UE
18.5' ADDITIONAL PUBLIC ROW
TO BE DEDICATED BY THIS PLAT
15' UE
1.5' ADDITIONAL PUBLIC ROW
TO BE DEDICATED BY THIS PLAT
9' UE
9' UE
9' UE
48' SANITARY SEWER
EASEMENT
C3C2N10°23'56"W183.56'26' EAE 26' EAE
26' EAE26' A&
EAE
26' EAE
26' EAE
26' EAE
26' A&
EAE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
DRAINAGE TRACT
HILL POND ON SPRING
CREEK 2ND FILING
BLOCK 1
HILL POND ON SPRING
CREEK 2ND FILING
HOBBIT STREET(ROW VARIES)
(PER LANDMARK SUB P.U.D.,
PULSE P.U.D. FILING ONE,
LANDMARK APARTMENTS SUB.
REC. NO. 20200015505)
LOT 1
LANDMARK SUB PUD
WALLENBERG DRIVE (40' ROW)(PER HILL POND OF SPRING CREEK2ND FILING)LOT 2
LANDMARK APARTMENTS
TRACT C
YOUNG'S CREEK
LOT 1
LANDMARK
APARTMENTS
ARTHUR C. SHEELY
FIRST SUBDIVISION
LOT 5
SHIELDS STREET (100' ROW)(PER PULSE P.U.D. FILING ONEAND NORTHWOOD APARTMENT)NORTHWOOD APARTMENTSOWNER: U.S. HOUSING PARNERS II LPEASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSIONZONING: MMN - MEDIUM DENSITY MIXED USEZONING: MMN - MEDIUM DENSITY MIXED USE
ZONING: MMN - MEDIUM DENSITY MIXED USE
ZONING: RL - LOW DENSITY
RESIDENTIALWEST LINE OF THENORTHWEST QUARTERSECTION 23-7-69BASIS OF BEARINGSN00°01'50"E 1984.64'PEDESTRIAN PATHWAY
EASEMENT
REC. NO. 85033615
TO BE VACATED
BY THIS PLAT
24' DRAINAGE EASEMENT
REC. NO. 20200015504
UTILITY EASEMENT
REC. NO. 20200015508
TO BE VACATED BY THIS PLAT
UTILITY EASEMENT TO
THE CITY OF FORT COLLINS
REC. NO. 20200015508
TO BE VACATED BY THIS PLAT
16.5' BICYCLE & PEDESTRIANACCESS EASEMENTREC. NO. 20200015508TO BE VACATED BY THIS PLATFND #4 REBAR
W/1" YPC LS 25372
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 34174
INTERMILL
FND #4 REBAR
W/1" YPC LS 14166
R15.0'R15.0'R15.0'R15.0'R15.0'R15.0'
R7.0'R7.0'
R10.0'
R15.0'
FND #4 REBAR w/
PLASTIC CAP, LS 37899
NOT ACCEPTED
BEARS S25°49'16"E, 1.86'
FROM ACCEPTED POSITIONN00°01'50"E 661.56'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'FND #4 REBAR w/
1" PLASTIC CAP
LS 38470
FND #4 REBAR w/
1" PLASTIC CAP
LS 38470 S89°33'55"E 321.90'S89°08'28"E 76.56'
FND #4 REBAR w/
1" PLASTIC CAP
LS 38470
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 13)
SEE NOTE 14
(SHADED AREA)
S89°58'10"E
50.00'51.73'POINT OF
BEGINNING
TRACT A
DRAINAGE,
PUBLIC ACCESS
& TRAIL
EASEMENT
59,854 sq. ft.
1.374 ac.
N89°33'55"W
24.66'
FND #4 REBAR w/
PLASTIC CAP, LS 37899
NOT ACCEPTED
BEARS S16°12'35"E, 1.62'
FROM ACCEPTED POSITION
26' EAE
32' EAE
48' SANITARY
SEWER
EASEMENT
CITY OF FORT COLLINS
100-YR FLOODPLAIN
CITY OF FORT COLLINS
100-YR FLOODWAY
25' TEMPORARY CONSTRUCTION
EASEMENT REC. NO. 90019873
VACATED BY ITS TERMS
15' SLOPE EASEMENT
REC. NO. 90019873
TO BE VACATED
BY THIS PLAT
80' DRAINAGE EASEMENT
PER BOOK 2218 PAGE 697
& PULSE P.U.D. FILING ONE
REC. NO. 87043454
TO BE VACATED BY THIS PLAT
Sheet
Of 4 SheetsTHE QUARRY BY WATERMARKNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comNORTH
2 CITY OF FORT COLLINSSTATE OF COLORADORobert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
SEE SHEET 3
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
EMERGENCY ACCESS EASEMENTEAE
ACCESS & EMERGENCY ACCESS EASEMENTA&EAE
PRELIMINARY
THE QUARRY BY WATERMARK
BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, 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
UTILITY EASEMENTUE
WEST 1/4 CORNER
SECTION 23-7-69
FND. 2 1
2" ALUMINUM CAP
ON #6 REBAR IN MONUMENT BOX
LS 14823, 1988
Delta= 74°55'24"
R=25.00' L=32.69'
Dir= N37°25'50"W
Chord= 30.41'
S55°30'31"W
20.96'S07°31'19"E 410.01'S05°55'01"E 103.53'N
5
2
°
5
6
'
3
4
"
W
1
7
4
.
7
7
'
N23°04'56"W 9.43'
N75°28'21"W 13.49'
N
5
2
°
5
6
'
3
2
"
W
7
1
.
8
9
'
Delta= 52°27'46"
R=400.00' L=366.26'
Dir= N87°31'43"W
Chord= 353.60'
S66°0
8'
5
1
"
W
2
2
7.
0
6'
S67°4
6'
5
2
"
W
9
5.
0
0'S44°10'12"W 213.28'
S59°
0
1'
5
2"
W
1
0
5.
0
0'N00°01'52"E 389.35'Delta= 58°39'37"
R=25.00' L=25.60'
Dir= N29°21'41"E
Chord= 24.49'N05°09'14"E 72.80'FEMA 100-YR
HIGH RISK
FLOOD FRINGE
LOT 1
UTILITY & DRAINAGE
EASEMENT
580,679 sq. ft.
13.331 ac.S00°01'52"W252.44'S09°23'28"W
73.77'S00°01'52"W 140.98'CURVE TABLE
CURVE
C1
C2
C3
C4
C5
DELTA
90°19'00"
17°16'14"
20°11'50"
52°19'36"
23°36'40"
RADIUS
15.00'
744.74'
159.00'
520.00'
470.00'
LENGTH
23.64'
224.48'
56.05'
474.90'
193.68'
BEARING
S45°11'22"W
N19°05'02"W
N17°37'14"W
S87°36'29"E
S55°58'32"W
CHORD
21.27'
223.63'
55.76'
458.57'
192.32'
12' ADDITIONAL PUBLIC ROW
TO BE DEDICATED BY THIS PLAT
15' UE
33' WATERLINE
EASEMENT
FEMA 100-YR
HIGH-RISK
FLOOD FRINGES00°01'52"W252.44'TRACT C
UTILITY &
DRAINAGE
EASEMENT
39,204 sq. ft.
0.900 ac.
TRACT B
DRAINAGE, PUBLIC ACCESS
AND TRAIL EASEMENT
152,876 sq. ft.
3.510 ac.S44°10'12"W
145.70'132.90'S89°58'15"E
312.48'
S23°48'39"E
26.66'
S66°0
8'
5
1
"
W
61.05'
S67°4
6'
5
2
"
W
20.13'
C 5
N66°0
8'
5
1
"
E
164.3
9'
C 4
S69
°
5
6
'
0
1
"
E
1
3
9
.
6
7
'
90.2
6
'
227.0
6'N07°31'19"W254.28'1
7
4
.
7
7
'
8.08'
1
7
4
.
7
7
'
227.0
6'
26' EAE
29' EAE
26' EAE
26' A&EAE
A&EAE
(WIDTH VARIES)
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
LOT 1
LOT 2
BLOCK 2
HILL POND ON SPRING
CREEK 2ND FILING
TRACT A
HILL POND ON
SPRING CREEK
2ND FILING
OPEN SPACE 'C'
WINDTRAIL ON
SPRING CREEK
PUD
TRACT A
WILDERLAND
CONDOMINIUMS
HILL POND
CONDOMINIUMSW. STUART ST.(80' ROW)NORTHWOOD APARTMENTSOWNER: U.S. HOUSING PARNERS II LPLOT 1, SPRING CREEK PLAZAOWNER: 1006 SPRING CREEK LLCSPRINGCREEK LN.(60' ROW)SPRING CREEKPROFESSIONALPARK P.U.D.OWNER: NEW COLONY LTDZONING: MMN - MEDIUM DENSITY MIXED USEZONING: MMN - MEDIUM DENSITY MIXED USEZONING: RL -
LOW DENSITY
RESIDENTIAL
ZONING: NC - NEIGHBORHOOD COMMERCIALSHIELDS STREET (100' ROW)(PER PULSE P.U.D. FILING ONEAND NORTHWOOD APARTMENT)WEST LINE OF THENORTHWEST QUARTERSECTION 23-7-69BASIS OF BEARINGSN00°01'50"E 1984.64'PEDESTRIAN PATHWAY
EASEMENT
REC. NO. 85033615
TO BE VACATED BY THIS PLAT
PEDESTRIAN PATHWAY
EASEMENT
REC. NO. 85033615
TO BE VACATED
BY THIS PLAT
120' DRAINAGE EASEMENT
BOOK 2218 PAGE 697 AND
PER PULSE P.U.D. FILING ONE
REC. NO. 87043454
TO BE VACATED BY THIS PLAT
120' DRAINAGE EASEMENT
PER PULSE P.U.D. FILING ONE
REC. NO. 87043454
TO BE VACATED BY THIS PLAT
FND #4 REBAR
W/1" PC LS 14166
FND #4 REBAR
W/PC, BROKEN
FND #4 REBAR
W/PC BROKEN, ILLEG.
FND #4 REBAR
W/1" YPC LS 34174
INTERMILL FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
NO CAP
W/1" YPC LS 25372
FND #4 REBAR
NO CAP
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 14166
FND #4 REBAR
W/1" YPC LS 25372R15.0'
N89°58'10"W
49.98'875.30'TRACT A
DRAINAGE,
PUBLIC ACCESS
& TRAIL
EASEMENT
59,854 sq. ft.
1.374 ac.
80' DRAINAGE EASEMENT
PER BOOK 2218 PAGE 697
& PULSE P.U.D. FILING ONE
REC. NO. 87043454
TO BE VACATED BY THIS PLAT
50' PUBLIC ACCESS &
TRAIL EASEMENT
50' PUBLIC ACCESS &
TRAIL EASEMENT
25' TEMPORARY CONSTRUCTION
EASEMENT REC. NO. 90019873
VACATED BY ITS TERMS
CITY OF FORT COLLINS
100-YR FLOODPLAIN
15' SLOPE EASEMENT
REC. NO. 90019873
TO BE VACATED
BY THIS PLAT
CITY OF FORT COLLINS
100-YR FLOODWAY
Sheet
Of 4 SheetsTHE QUARRY BY WATERMARKNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com3 CITY OF FORT COLLINSSTATE OF COLORADORobert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
SEE SHEET 2
NORTH
PRELIMINARY
THE QUARRY BY WATERMARK
BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, 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
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
EMERGENCY ACCESS EASEMENTEAE
ACCESS & EMERGENCY ACCESS EASEMENTA&EAE
CALCULATED POSITION
UTILITY EASEMENTUE
STUA
R
T
S
T
R
E
E
T
(
5
4'
R
O
W
)
EXISTI
N
G
RI
G
H
T
-
O
F
-
W
A
Y
D
E
DI
C
A
T
E
D
BY PU
L
S
E
P.
U.
D.
FI
LI
N
G
O
N
E
VACA
T
E
D
B
Y
O
R
DI
N
A
N
C
E
N
O.
_
_
_
_
_
_
_
_
_
REC.
N
O.
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_STUART STREET
(54
'
ROW
)EXIST
ING
R
IGHT
-OF
-WAY
DED
ICATEDBY PULSE
P
.U
.D
.
F
IL
ING
ONEVACATED BY
ORD
INANCE
NO
.
_________REC.
NO
.
_________________
ALABASTER COURT
EXISTING RIGHT-OF-WAY DEDICATED
BY PULSE P.U.D. FILING ONE
VACATED BY ORDINANCE NO. _________
REC. NO. _________________
COROMANDEL CIRCLE
EXISTING RIGHT-OF-WAY DEDICATED
BY PULSE P.U.D. FILING ONE
VACATED BY ORDINANCE NO. _________
REC. NO. _________________
Sheet
Of 4 SheetsTHE QUARRY BY WATERMARKNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com4 CITY OF FORT COLLINSSTATE OF COLORADORobert C. Tessely
Registered Professional Land Surveyor
Colorado Registration No. 38470
For and on behalf of Northern Engineering Services, Inc.
NORTH
EXISTING RIGHT-OF-WAY TO BE VACATED BY COUNCIL ACTION
PRELIMINARY
THE QUARRY BY WATERMARK
BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, 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