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Home My WebLink AboutTHE QUARRY BY WATERMARK - FDP210016 - SUBMITTAL DOCUMENTS - ROUND 2 - 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" AND TRACT "B", PULSE P.U.D. FILING ONE, AND VACATED ALABASTER COURT, COROMANDEL CIRCLE AND A PROTION OF STUART STREETLOCATED 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 844,237 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. Unless shown otherwise, 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. 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 or terms. 11. 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. 12. 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. 13. 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" and Tract "B", Pulse P.U.D. Filing One, recorded at Reception No. 87043454, and vacated Alabaster Court, Coromandel Circle and a portion of Stuart Street per City of Fort Collins Ordinance No. _____TBD______ recorded at Reception No. ______TBD__________, 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 Northeast 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 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 generated from City of Fort Collins GIS 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. DRAFT 9-1-21 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O N LIENHOLDER: 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 POINT OF COMMENCEMENT NORTHWEST CORNER SECTION 23-7-69 FND. 3 1 4" ALUM. CAP ON #6 REBAR IN MONUMENT BOX, LS 20123 4.75' L9 (TIE) L2 0L17 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 581,932 sq. ft. 13.359 ac. N89°39'08"W 474.91'C1 S00°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 33' WATERLINE EASEMENT C3C2N10°23'56"W 183.56'26' EAE 26' EAE 26' EAE 26' A& EAE26' EAE 26' EAE 26' EAE 29' EAE 26' A&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 ONE,NORTHWOOD APARTMENTS, SPRING CREEK PLAZA,SPRING CREEK MANOR & BOOK R, PAGE 99)NORTHWOOD APARTMENTSNORTHWOOD APARTMENTSEASEMENT EXCLUSION EASEMENT EXCLUSION EASEMENT EXCLUSIONWEST LINE OF THENORTHWEST QUARTERSECTION 23-7-69BASIS OF BEARINGSN00°01'50"E 1984.64'24' 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 VACATED BY THIS PLAT 16.5' BICYCLE & PEDESTRIANACCESS EASEMENTREC. NO. 20200015508VACATED 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 25372 FND #4 REBAR W/1" YPC LS 34174 INTERMILL FND #4 REBAR W/1" YPC LS 14166N00°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 12) SEE NOTE 13 (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' 26' EAE EAE 48' MAINTENANCE, CONSTRUCTION ACCESS & SANITARY SEWER EASEMENT CITY OF FORT COLLINS 100-YR FLOODPLAIN CITY OF FORT COLLINS 100-YR FLOODWAY 15' SLOPE EASEMENT REC. NO. 90019873 VACATED BY THIS PLAT 80' DRAINAGE EASEMENT PER BOOK 2218 PAGE 697 & PULSE P.U.D. FILING ONE REC. NO. 87043454 VACATED BY THIS PLAT DRAINAGE EASEMENT UTILITY EASEMENT EXCLUSION PUBLIC ACCESS & TRAIL EASEMENT N89°58'10"W 77.52'S00°01'50"W208.72'N00°01'50"E209.08'S89°58'10"E 77.52'S00°01'50"W208.63'N00°01'50"E208.29'S89°58'10"E 181.39'S00°01'47"W80.12'N00°01'50"E79.41'S89°44'41"E 369.25' S89°42'19"E 635.86'N00°01'33"ES00°01'50"W 421.03'N90°00'00"W 4.40'S00°01'50"W232.86'N90°00'00"W 18.24' N00°00'00"E 11.09' N89°58'10"W 56.04' L4 S00°01'50"W176.13'L3L2L1C 6 C 7 C8C 16N89°58'10"W 522.65'L49S89°58'10"E 94.65' C 1 7 S00°01'10"W289.51'C1 8 N73°07' 2 4 " E 46.40' C 2 0 C 2 S89°58'10"E 161.47'C 24N00°01'50"E141.50'C 2 3 N89°58'10"W 145.50'C22 S00°01'10"W141.50'C2 5 C3 6 L52 C 3 7 S00°01'50"W262.83'C38 C26 N89°58'10"W 18.94'C27 S00°01'50"W 11.00' C 28N89°58'10"W 118.56'C29 S00°01'50"W104.11'C 30N89°58'10"W 176.46'C31 S00°01'10"W102.50'C3 2 S89°58'10"E 293.82'C 3 3 N73°07' 2 4 " E 29.58' C 3 4 C 35C39 N00°01'50"E 250.83'C 4 0 L53 C4133.30'66.00'260.84'60.89'S89°44'41"E 369.12'S89°42'19"E 640.37'33.00'17.29'N90°00'00"E 77.80'N00°01'47"W80.53'N90°00'00"W 77.79'S00°01'14"E80.53'S89°58'10"E 77.70'N00°00'00"E81.13'N90°00'00"W 77.73'S00°01'14"E81.09'S00°01'14"E81.90'S89°58'10"E 78.24'N00°00'00"E81.71'S89°56'19"E 234.70' S89°49'35"E 334.96' S89°56'19"E 234.84'S89°40'33"E 348.35'S89°49'35"E 325.94' EASEMENT EXCLUSION S00°00'00"E72.00'S89°58'03"E 83.58'N00°00'00"E 78.72'S90°00'00"W 81.48' S89°58'12"E 212.55'N00°01'50"E64.82'N90°00'00"W 6.81' N00°00'00"E 8.95'S00°01'50"W73.65'S89°58'10"E 251.10' N00°01'50"E 58.73' N90°00'00"W 7.70' N00°00'00"E 13.57' S68°13'46"W 16.16' (TIE)N00°01'52"E 270.66'N00°01'52"E 253.86'S89°39'08"E 205.73' S89°39'08"E 243.40'S89°39'08"E 20.41' C43 N89°58'10"W 57.00' N00°01'47"E 25.11' S89°58'10"E 100.96'S01°10'12"W 25.11' S89°58'10"E 57.50' S00°01'47"W 24.64' 100.96' N00°01'42"E 24.64'59.24' 2.27' EASEMENT EXCLUSION 32.06' S00°01'50"W 6.01' N89°58'10"W 77.52'N00°01'50"E251.10'S89°58'10"E 46.16' 6.10'L24L23 L8 45.46'20.04'77.52'16.51'33.31'L50 ( TI E ) C44 C45C46C47C48 N88°30'59"W 55.10' C49N05°38'27"W49.35'C50N01°08'44"E38.94'L51 N00°01'14"W 21.74' (TIE) 88.31'78.27'103.21'48.83'1.73'39.30'2.04'95.77'N00°00'00"E83.00'S89°59'34"W 83.58'S00°00'00"E 82.74'116.64'83.58'125.71'C52C5 1 N89°58'10"W 139.80'L3496.33' L10L14112.59'L13N89°58'10"W 112.59' N89°58'10"W 113.56'C54 L16C5 7 S89°58'10"E 121.56'C 56L15C 5 5S89°40'33"E 348.31'L19L186.31' 2.66' L22 L21 36.40'66.00'260.83'N89°58'08"W 28.76'68.96'S89°58'08"E 28.76' L28 C62 N00°00'00"E 26.31' 10' UE L31 L 3 2 L35L3646.4' UE L39L37L3810' UEUE L42L41L43L4410' UE L4533' WATERLINE EASEMENT PEDESTRIAN PATHWAY EASEMENT REC. NO. 85033615 VACATED BY THIS PLAT S00°01'52"W252.44'196.85'125.05' C 6 3 33' WATERLINE EASEMENT N00°01'50"E 363.23'81.32'58.48' 69.39'40.88'171.30'28.48' 10.00'3.22' 10.00' 3.92'L4074.90'48.00'143.00'S05°40'31"E65.37'62.27'C58C64 C65 85.15'149.56'22.23' 13.89'2.49' 46.42' 46.42' 5.09' 10.00' 299.25'219.75' S89°57'25"E 26.00' (TIE) S06°34'10"E 26.17' (TIE) UTILITY EASEMENT EXCLUSION (SHADED) UTILITY EASEMENT EXCLUSION (SHADED) UTILITY EASEMENT EXCLUSION (SHADED) UTILITY EASEMENT EXCLUSION (SHADED) UTILITY EASEMENT EXCLUSION (SHADED)UTILITY EASEMENT EXCLUSION (SHADED) UTILITY EASEMENT UTILITY EASEMENT EXCLUSION (SHADED) 69.26'41.01'28.35'10.00'162.33'14.15'44.02'377.33'110.44'75.32' TIEASHLAR DRIVE(PRIVATE DRIVE)175.77'2.67' 168.38' S00°01'50"W 33.39' (TIE) 33' WATERLINE EASEMENT24' A&EAE 92.88' S89°58'10"E 189.21'C67EASEMENT SEE DETAIL SHEET 3 S89°58'10"E 241.07' 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 FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY FOUND SECTION CORNER AS DESCRIBED EMERGENCY ACCESS EASEMENTEAE ACCESS & EMERGENCY ACCESS EASEMENTA&EAE PRELIMINARY CALCULATED POSITION UTILITY EASEMENTUE THE QUARRY BY WATERMARK BEING A REPLAT OF LOTS 1-5, TRACT "A" AND TRACT "B", PULSE P.U.D. FILING ONE, AND VACATED ALABASTER COURT, COROMANDEL CIRCLE AND A PROTION OF STUART STREETLOCATED 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 DRAFT 9-1-21 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O N SEE SHEET 4 FOR LINE AND CURVE TABLES 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 581,932 sq. ft. 13.359 ac. S09°23'28"W 73.77'S00°01'52"W 140.98'12' ADDITIONAL PUBLIC ROW TO BE DEDICATED BY THIS PLAT 15' UE 33' WATERLINE EASEMENT FEMA 100-YR HIGH-RISK FLOOD FRINGE TRACT C UTILITY & DRAINAGE EASEMENT 37,950 sq. ft. 0.871 ac. TRACT B DRAINAGE, PUBLIC ACCESS AND TRAIL EASEMENT 152,876 sq. ft. 3.510 ac.S44°10'12"W 145.70'128.90'S89°58'15"E 314.25' S23°48'39"E 22.29'S66°0 8' 5 1 " W 2 2 5. 4 4' S67°46'52"W 20.13' C 5 164.3 9' C 4 S69 ° 5 6 ' 0 1 " E 1 3 9 . 6 7 ' 90.2 6 'N07°31'19"W 254.28'12.08' 26' EAE 29' EAE 26' A&EAE 26' A&EAE A&EAE (WIDTH VARIES) 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 APARTMENTSLOT 1, SPRING CREEK PLAZASPRINGCREEK LN.(60' ROW)SPRING CREEKPROFESSIONALPARK P.U.D.WEST LINE OF THENORTHWEST QUARTERSECTION 23-7-69BASIS OF BEARINGSN00°01'50"E 1984.64'PEDESTRIAN PATHWAY EASEMENT REC. NO. 85033615 VACATED BY THIS PLAT PEDESTRIAN PATHWAY EASEMENT REC. NO. 85033615 VACATED BY THIS PLAT 120' DRAINAGE EASEMENT BOOK 2218 PAGE 697 AND PER PULSE P.U.D. FILING ONE REC. NO. 87043454 VACATED BY THIS PLAT 120' DRAINAGE EASEMENT PER PULSE P.U.D. FILING ONE REC. NO. 87043454 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 25372 N89°58'10"W 49.98'875.30'TRACT A DRAINAGE, PUBLIC ACCESS & TRAIL EASEMENT 59,854 sq. ft. 1.374 ac.50' PUBLIC ACCESS & TRAIL EASEMENT 50' PUBLIC ACCESS & TRAIL EASEMENT 15' SLOPE EASEMENT REC. NO. 90019873 VACATED BY THIS PLAT 21' DRAINAGE EASEMENT DRAINAGE EASEMENT FEMA 100-YEAR FLOODWAY 80' DRAINAGE EASEMENT PER BOOK 2218 PAGE 697 & PULSE P.U.D. FILING ONE REC. NO. 87043454 VACATED BY THIS PLAT CITY OF FORT COLLINS 100-YR FLOODWAY S89°44'41"E 369.25' S89°42'19"E 635.86' S89°58'15"E 281.78'N00°01'33"E75.97'N89°58'10"W 206.48'N00°01'33"E49.13'N26°07'52"W 21.07' S68°4 0' 2 9 " W 9 6. 0 1' C 1 5 S06°40'35"E 21.21'C9S68°4 0' 2 9 " W 1 8 4. 4 9' C 1 0 N89°58'05"W 26.72' N89°58'15"W 171.69' C11 N63°46'47"W 22.46' C12 N89°58'15"W 41.04' S89°58'15"E 276.27'C 1 3 N68°4 0' 2 9 " E 2 2 2 . 9 3'C1456.04' 7.41'53.80'19.00'97.78' 86.71'C1 8 S89°58'10"E 274.50' C 1 9 N73°07' 2 4 " E 46.40' C 2 0 C 2 1C38 C3 2 S89°58'10"E 293.82'C 3 3 N73°07' 2 4 " E 29.58' C 3 4 C 35C39 60.89'S89°44'41"E 369.12'S89°42'19"E 640.37'125.41'33.00'17.29'S76°57'10"E 116.29' N13°02'50"E 4.00' N76°57'10"W 98.99' 87.21' 17.76' S66°08'51"W 21.24' S67°46'52"W 19.42' C 4 2 S44°10'12"W 91.75'S89°58'15"E 44.66' N29°45'44"W 18.18' 4' ACCESS EASEMENT S89°58'10"E 77.70'N00°01'52"E141.53'N05°09'14"E72.80'N00°01'52"E141.53'N05°09'14"E72.80'N00°01'52"E 253.86'32.06' 77.52'6.10'L24S89°58'10"E 81.83' L23 L8 L7L6 L545.46'20.04'77.52'16.51'33.31'L50 (TI E ) C48 N88°30'59"W 55.10' C49L51 C52C5 1 N89°58'10"W 139.80'L3496.33' L10 L11C53L12 L26 C59L25 C60SHIELDS STREET (100' ROW)(PER PULSE P.U.D. FILING ONE,NORTHWOOD APARTMENTS, SPRING CREEK PLAZA,SPRING CREEK MANOR & BOOK R, PAGE 99)L28 C62 L29C61 4' ACCESS EASEMENT 12' ACCESS EASEMENT (HATCHED AREA)L30L39L37L3810' UEUE L42L41L43L4410' UE L4533' WATERLINE EASEMENT 61.05'63.30'N00°01'52"E128.90'133.64'49.4 1 '116.70'192.41'20.9 1 ' CITY OF FORT COLLINS 100-YR FLOODPLAIN 16.5 0 ' 12.0 0 ' L27S00°01'52"W252.44'293.31'33' WATERLINE EASEMENT 81.32'58.48' 69.39'40.88'171.30'28.48' 10.00'3.22' 10.00' 3.92'L4015.88'104.71'10.38' UTILITY EASEMENT EXCLUSION (SHADED) UTILITY EASEMENT EXCLUSION (SHADED)UTILITY EASEMENT EXCLUSION (SHADED) UTILITY EASEMENT EXCLUSION (SHADED) EXCLUSION (SHADED) 69.26'41.01'28.35'10.00'162.33'14.15'44.02'377.33'110.44'75.32' L33 TIE TIE W. STUART ST. (PRIVATE DRIVE) C 6633' WATERLINE EASEMENT24' A&EAE 92.88' S89°58'10"E 189.21'TIEC67EASEMENT EXCLUSION SEE DETAIL THIS SHEET SHEET 3 S89°58'10"E 241.07' PEDESTRIAN PATHWAY 24' ACCESS EASEMENT (HATCHED AREA) EASEMENT EXCLUSIONS00°06'44"W 32.98'S00°17'41"W 33.00'N00°17'41"E 33.06'UTILITY EASEMENT EXCLUSION (SHADED) 33' WATERLINE EASEMENT UE UE 6.58'41.85'28.86' 12' ACCESS EASEMENT (HATCHED AREA) 80.77'25.14'28.96'48.33' 110.44' S89°42'19"E 635.86' S89°42'19"E 640.37' 33' WATERLINE EASEMENT 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 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 FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY FOUND SECTION CORNER AS DESCRIBED EMERGENCY ACCESS EASEMENTEAE ACCESS & EMERGENCY ACCESS EASEMENTA&EAE CALCULATED POSITION UTILITY EASEMENTUE DRAFT 9-1-21 PRELIMINARY - NOT F O R C O N S T R U C T I O N , RECORDING PURPO S E S O R I M P L E M E N T A T I O N THE QUARRY BY WATERMARK BEING A REPLAT OF LOTS 1-5, TRACT "A" AND TRACT "B", PULSE P.U.D. FILING ONE, AND VACATED ALABASTER COURT, COROMANDEL CIRCLE AND A PROTION OF STUART STREETLOCATED 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 SEE SHEET 4 FOR LINE AND CURVE TABLES DETAIL (1"=20') STUA R T S T R E E T ( 5 4' R O W ) EXISTI N G P U B LI C 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. _ _ _ TBD ____ REC. N O. _ _ _ _ _ _ TBD _____ _ _ _ S T U A R T S T R E E T ( 5 4 ' R OW ) E X I S T I N G P U B L I C R I G H T - O F -W A Y D E D I C A T E D B Y P U L S E P . U . D . F I L I N G O N E V A C A T E D B Y O R D I N A N C E N O . _ _ _ T B D _ _ _ _ R E C . N O . _ _ _ _ _ _ _ T B D _ _ _ _ _ _ _ ALABASTER COURT EXISTING PUBLIC RIGHT-OF-WAY DEDICATED BY PULSE P.U.D. FILING ONE VACATED BY ORDINANCE NO. ___TBD____ REC. NO. _______TBD_______ COROMANDEL CIRCLE EXISTING PUBLIC RIGHT-OF-WAY DEDICATED BY PULSE P.U.D. FILING ONE VACATED BY ORDINANCE NO. ___TBD___ REC. NO. ______TBD_______ HOBBIT STREET SHIELDS STREETLINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 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 L49 L50 L51 L52 L53 LENGTH 10.22' 12.00' 10.22' 19.36' 15.12' 53.40' 24.56' 5.50' 20.38' 181.42' 6.75' 24.04' 24.04' 16.00' 8.00' 16.36' 47.59' 27.99' 14.00' 160.96' 36.17' 15.90' 16.28' 4.10' 4.00' 6.75' 78.48' 147.98' 16.82' 5.13' 59.51' 32.73' 24.00' 48.00' 48.00' 33.00' 33.00' 33.00' 32.98' 20.73' 17.34' 11.50' 24.89' 33.00' 26.00' 26.93' 19.13' 81.28' 91.28' BEARING N00° 01' 50"E S89° 58' 19"E N00° 01' 50"E S89° 58' 10"E N00° 07' 13"E S89° 54' 30"E S00° 07' 13"W N00° 01' 14"W S00° 01' 41"W S05° 27' 49"E S20° 03' 59"W N00° 01' 50"E S00° 01' 50"W N00° 01' 50"E S00° 01' 50"W N28° 18' 41"E N00° 03' 39"E N28° 29' 30"W N57° 02' 40"W N89° 39' 07"W N67° 20' 50"W N00° 17' 41"E S00° 01' 50"W S89° 56' 18"E N66° 55' 53"W S20° 03' 59"W S89° 58' 10"E S05° 27' 49"E N20° 36' 05"E S00° 01' 50"W S43° 36' 55"E S69° 47' 22"E N00° 01' 50"E S00° 01' 50"W S00° 01' 50"W N00° 15' 19"E N00° 15' 19"E S00° 15' 19"W N00° 01' 50"E N00° 01' 50"E N45° 17' 41"E N45° 17' 41"E N00° 01' 50"E N00° 17' 41"E S00° 01' 50"W S65° 55' 23"W S72° 58' 57"E S89° 58' 04"E N89° 58' 04"W 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 DELTA 90°19'00" 17°16'14" 20°11'50" 52°19'36" 23°36'40" 52°38'52" 24°36'50" 83°51'13" 68°38'39" 21°21'16" 26°11'28" 26°11'28" 21°21'16" 61°45'34" 24°16'30" 90°00'00" 89°59'20" 89°59'20" 16°54'26" 12°52'28" 111°45'40" 90°00'40" 90°00'00" 90°00'00" 89°59'20" 90°00'00" 90°00'00" 92°07'12" 90°05'34" 90°00'00" 90°00'40" 89°59'20" 16°54'26" 16°24'58" 89°30'32" RADIUS 15.00' 744.74' 159.00' 520.00' 470.00' 61.42' 61.42' 61.42' 75.00' 70.00' 3.00' 105.00' 96.00' 101.00' 48.95' 25.00' 15.00' 43.50' 103.50' 74.00' 25.00' 15.00' 15.00' 7.00' 7.00' 15.00' 15.00' 36.04' 6.99' 15.00' 10.00' 15.00' 75.00' 100.00' 25.00' LENGTH 23.64' 224.48' 56.05' 474.90' 193.68' 56.44' 26.39' 89.89' 89.86' 26.09' 1.37' 48.00' 35.78' 108.87' 20.74' 39.27' 23.56' 68.32' 30.54' 16.63' 48.76' 23.56' 23.56' 11.00' 10.99' 23.56' 23.56' 57.95' 11.00' 23.56' 15.71' 23.56' 22.13' 28.65' 39.06' BEARING S45°11'22"W N19°05'02"W N17°37'14"W S87°36'29"E S55°58'32"W S58°07'22"E N83°14'47"E N29°00'45"E S34°21'09"W S79°21'07"W N76°52'31"W N76°52'31"W N79°21'07"E N37°47'42"E S80°48'23"W S45°01'50"W S44°58'30"E S44°58'30"E N81°34'37"E N79°33'38"E S38°07'19"E S45°01'30"W N44°58'10"W N45°01'50"E S44°58'30"E N44°58'10"W S45°01'50"W S43°56'32"W S45°01'50"W S45°01'50"W S45°01'30"W S44°58'30"E N81°34'37"E N81°19'53"E N44°47'06"E CHORD 21.27' 223.63' 55.76' 458.57' 192.32' 54.47' 26.18' 82.08' 84.58' 25.94' 1.36' 47.58' 35.57' 103.67' 20.59' 35.36' 21.21' 61.51' 30.43' 16.59' 41.39' 21.22' 21.21' 9.90' 9.90' 21.21' 21.21' 51.91' 9.90' 21.21' 14.14' 21.21' 22.05' 28.55' 35.20' CURVE TABLE CURVE C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 DELTA 90°00'00" 89°59'54" 90°00'00" 90°12'02" 89°59'54" 90°00'06" 23°36'40" 17°58'35" 167°01'31" 2°52'55" 3°20'20" 16°41'13" 99°13'26" 66°11'24" 9°23'14" 90°00'00" 83°06'55" 25°31'48" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 20°35'28" 10°12'06" 10°22'13" 25°31'48" 21°56'14" 41°29'42" 5°14'18" 5°41'46" 50°54'58" 6°47'40" RADIUS 25.00' 51.00' 15.00' 24.94' 25.00' 15.00' 520.00' 40.00' 4.42' 1498.19' 943.04' 130.50' 6.72' 6.53' 420.10' 25.00' 25.00' 50.00' 15.00' 7.00' 7.00' 7.00' 70.41' 305.03' 309.03' 38.00' 84.43' 40.00' 70.41' 70.41' 75.00' 84.43' LENGTH 39.27' 80.11' 23.56' 39.26' 39.27' 23.56' 214.29' 12.55' 12.88' 75.36' 54.95' 38.01' 11.63' 7.55' 68.83' 39.27' 36.27' 22.28' 23.56' 11.00' 11.00' 11.00' 25.31' 54.31' 55.93' 16.93' 32.32' 28.97' 6.44' 7.00' 66.65' 10.01' BEARING S44°58'11"E S44°58'07"E S44°58'10"E N44°59'20"E N44°58'07"W S45°01'53"W S55°58'32"W S82°16'28"E N77°55'15"E S21°16'04"E S25°26'16"E S18°53'51"E S33°44'10"W N54°35'53"W N00°56'50"W S44°58'10"E S48°28'22"W S07°18'05"W S45°01'50"W N44°58'10"W N45°01'50"E S44°58'10"E N00°53'46"W N17°58'04"E S17°53'00"W S07°18'05"W S16°25'56"E S52°32'20"E N12°01'07"E N17°29'09"E N43°13'00"E N21°03'48"W CHORD 35.36' 72.12' 21.21' 35.33' 35.35' 21.21' 212.77' 12.50' 8.78' 75.35' 54.95' 37.87' 10.23' 7.13' 68.75' 35.36' 33.17' 22.10' 21.21' 9.90' 9.90' 9.90' 25.17' 54.24' 55.86' 16.79' 32.13' 28.34' 6.44' 7.00' 64.48' 10.01' 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 PUBLIC RIGHT-OF-WAY TO BE VACATED BY COUNCIL ACTION PRELIMINARY DRAFT 9-1-21 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O N THE QUARRY BY WATERMARK BEING A REPLAT OF LOTS 1-5, TRACT "A" AND TRACT "B", PULSE P.U.D. FILING ONE, AND VACATED ALABASTER COURT, COROMANDEL CIRCLE AND A PROTION OF STUART STREETLOCATED 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