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HomeMy WebLinkAboutSALUD FAMILY HEALTH CENTER LOT 4 - FDP200011 - SUBMITTAL DOCUMENTS - ROUND 4 - SUBDIVISION PLATLAPORTE AVE N T A F T H I L L R D N S H I E L D S S T W VINE DR W MULBERRY ST Sheet Of 3 Sheets SA L U D F A M I L Y H E A L T H C E N T E R NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l a c t i o n b a s e d up o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s a f t e r y o u d i s c o v e r s u c h de f e c t . I n n o e v e n t m a y a n y a c t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y be c o m m e n c e d m o r e t h a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n he r e o n . 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. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 For and on Behalf of Northern Engineering 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” (with the exception of the "Ditch Easement" which is conveyed to Larimer County Canal No. 2 Irrigating Company) 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: Gast Johnson & Muffly PC 323 S. College Ave., #1 Fort Collins, CO 80524 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: Salud Health Centers, LLC BY: _________________________________ John Santistevan, President/CEO STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by John Santistevan, as President/CEO of Salud Health Centers, LLC. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public SALUD FAMILY HEALTH CENTER A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO LAND SURVEYOR NOTES: 1. The Basis of Bearings is the South line of the Northwest Quarter of Section 10, Township 7 North Range 69 West of the 6th P.M. as bearing South 89° 14' 44" East (assumed), and monumented as shown on drawing. 2. All information regarding easements, rights-of-way or Title of Record, Northern Engineering relied upon Property Information Binder Order No. FCIF25176029, prepared by Land Title Guarantee Company, dated June 12, 2020. A current title commitment will be provided to the surveyor prior to finalizing the survey. 3. The lineal unit of measurement for this plat is U. S. Survey Feet. 4. The word “certify” or “certification” as shown and used hereon is an expression of professional opinion regarding the facts of the survey, and does not constitute a warranty or guaranty, expressed or implied. DORA Bylaws and Rules (4 CCR 730 1.6.B.2). 5. Northern Engineering or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends the owner retain an expert to address these matters. Northern Engineering or the Professional Land Surveyor listed heron assumes no responsibility for the mineral rights upon the subject property. 6. For easements created by separate document and shown hereon refer to record document for specific terms. 7. A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review. 8. Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown hereon with sufficient data to establish their position. Owner, Client, Attorney and others should refer to the title commitment and those documents listed therein for a true understanding of all rights of way, easements, encumbrances, interests and title of record concerning the subject property. 9. 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. 10. Adjacent property owner information per the Larimer County Land information Locator. 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. Centerline of Larimer County Canal #2 at time of field work performed February 2, 2015. A right-of-way as granted to the Larimer County Land Improvement Company as recorded in Book G, Page 178 is referenced hereon. Said right-of-way easement is not defineable by its terms as document does not provide a definable description of said right-of-way and only mentions "rights to ditches". 13. The temporary access easement will be extinguished upon the completed construction of the Maple Street expansion. 14. This survey is a draft only. Monuments have not been set or upgraded. Monuments will be set and/or upgraded prior to finalizing and/or recording. “Set” corner information depicted hereon is for reference purposes only. This note will be removed prior to the surveyor signing the survey. STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned owner(s) of the following described land: BEGINNING AT A POINT 100 FEET EAST OF THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO; THENCE NORTH PARALLEL TO THE NORTH AND SOUTH CENTER LINE OF SAID SECTION, 192 FEET; THENCE EAST 100 FEET; THENCE SOUTH 192 FEET; THENCE WEST 100 FEET TO THE POINT OF BEGINNING. AND BEGINNING AT A POINT 300 FEET EAST OF THE SW CORNER OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO THENCE NORTH 300 FEET; THENCE EAST 118 FEET, MORE OR LESS, TO THE CENTER LINE OF THE EXISTING IRRIGATING CANAL; THENCE S 24° 18' E 328 FEET; THENCE S 89° 50' 30" W 250 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED AUGUST 3, 1971 IN BOOK 1471 AT PAGE 9 Being more particularly described as: A tract of land located in the Northwest Quarter of Section 10, Township 7 North, Range 69 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the South line of the Northwest Quarter of Section 10, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, County of Larimer, State of Colorado, as bearing South 89° 14' 44" East, and with all bearings herein relative thereto: COMMENCING at the West Quarter corner of said Section 10; THENCE along the South line of said Northwest Quarter, South 89° 14' 44" East a distance of 1325.02 feet; THENCE North 00° 42' 01" East a distance of 30.00 feet; THENCE North 00° 38' 41" East a distance of 20.00 feet to the northwest corner of right-of-way dedicated by Reception No. 20230029846, said point being the POINT OF BEGINNING; THENCE North 00° 38' 41" East a distance of 385.71 feet; THENCE North 89° 14' 49" West a distance of 330.72 feet; THENCE North 00° 42' 46" East a distance of 656.12 feet; THENCE South 89° 24' 33" East a distance of 1320.17 feet; THENCE South 00° 23' 46" West a distance of 377.97 feet; THENCE North 89° 14' 44" West a distance of 285.00 feet; THENCE South 00° 23' 46" West a distance of 472.81 feet; THENCE North 87° 54' 20" West a distance of 249.40 feet; THENCE South 07° 37' 19" East a distance of 72.44 feet; THENCE North 89° 14' 44" West a distance of 86.39 feet; THENCE North 00° 23' 46" East a distance of 21.00 feet; THENCE North 89° 14' 44" West a distance of 83.00 feet; THENCE South 00° 23' 46" West a distance of 50.00 feet; THENCE North 89° 14' 30" West a distance of 85.50 feet; THENCE South 00° 45' 13" West a distance of 98.46 feet to the East line of right-of-way dedicated by Reception No. 20230029846; THENCE along the north line of said right-of-way the following 5 courses and distances: Along the arc of a non-tangent curve concave to the Northeast a distance of 26.13 feet, said curve has a Radius of 20.00 feet, a Delta of 74° 51' 56" and is subtended by a Chord bearing North 29° 08' 59" West a distance of 24.31 feet; THENCE North 81° 43' 01" West a distance of 72.00 feet; THENCE South 08° 16' 59" West a distance of 19.18 feet; THENCE along the arc of a curve concave to the Northwest a distance of 21.59 feet, said curve has a Radius of 15.00 feet, a Delta of 82° 28' 17" and is subtended by a Chord bearing South 49° 31' 08" West a distance of 19.77 feet; THENCE North 89° 14' 44" West a distance of 114.18 feet to the POINT OF BEGINNING, containing 981,019 square feet or 22.521 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 Salud Family Health Center (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 CI T Y O F F O R T C O L L I N S ST A T E O F C O L O R A D O SITE VICINITY MAP NORTH NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: 1. 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. 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 SITE ENGINEER SURVEYOR John Santistevan Salud Family Health Centers 203 S. Rollie Avenue Fort Lupton, CO 80621 (303) 892-6401 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Ripley Design, Inc. 419 Canyon Avenue, Suite 200 Fort Collins, CO 80521 (970) 224-5828 ARCHITECT TW Beck Architects 170 South St. Vrain Ave. PO Box 57 Estes Park, CO 80517 (970)586-3913 LARIMER COUNTY CANAL No. 2 IRRIGATING COMPANY APPROVAL BY: _________________________________ STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by ________________________, as ______________________________ of the Larimer County Canal No. 2 Irrigating Company. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public 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 DRAFT 11-15-23 PRELIMINA R Y - N O T F O R C O N S T R U C T I O N , RECORDIN 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 S89°54'14"W 299.28' 5.50' L 5 9 26. 0 9 ' 19 . 0 3 ' FND #4 REBAR NO CAP FND #4 REBAR W/CAP LS 5028 FND #4 REBAR NO CAP FND #4 REBAR FND #4 REBAR W/YPC LS 14823 FND #4 REBAR W/YPC LS 14823 FND #4 REBAR W/YPC, LS 14823 FND #4 REBAR W/YPC, LS 14823 FND #4 REBAR W/YPC, LS 14823 TRACT D UNPLATTED LO T 2 , 1 S T R E P L A T SC H M I D T B E R G E R S U B (R E C . N O . 9 4 0 2 1 9 7 ) UNPLATTED UNINCORPORATED LARIMER COUNTY TRACT C LOT 6 113,179 sq. ft. 2.598 ac. N89°54'14"E 13.66' S89°54'14"W 298.97' C 4 S38 ° 3 0 ' 2 5 " W 397 . 4 2 ' LOT 5 102,175 sq. ft. 2.346 ac. LOT 4 BLANKET ACCESS & DRAINAGE EASEMENT 343,429 sq. ft. 7.884 ac. S0 1 ° 2 1 ' 5 8 " W 4 9 2 . 2 5 ' S0 0 ° 2 3 ' 4 6 " W 3 3 4 . 1 6 ' 682.62' 70 . 4 4 ' N0 0 ° 4 2 ' 4 6 " E 6 5 6 . 1 2 ' S89°24'33"E 1320.17' LOT 3 173,361 sq. ft. 3.980 ac. LOT 2 96,805 sq. ft. 2.222 ac. C 1 3 C 1 2 L39 C 1 5 C14 36 . 0 0 ' 11.61' MAPLE STREET (PUBLIC ROW DEDICATED PER THIS PLAT) 30' SANITARY SEWER EASEMENT DRAINAGE EASEMENT 20' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 20' UTILITY EASEMENT 285.00' N89°14'49"W 330.72' 128.81' N 5 3 ° 3 0 ' 4 7 " W 24' EAE L 5 7 C 2 4 19 0 . 8 5 ' L 3 5 C 2 3 N6 2 ° 2 5 ' 5 4 " W 2 9 2 . 7 4 ' C22L34 N0 0 ° 3 8 ' 5 4 " E 24 8 . 2 3 ' C21 UN P L A T T E D UNPLATTED UNINCORPORATED LARIMER COUNTY 146.25' 29 2 . 1 3 ' 20' UTILITY EASEMENT C27 N1 5 ° 3 0 ' 5 6 " E 11 6 . 5 4 ' S74°2 9 ' 0 4 " E 24.00' S1 5 ° 3 0 ' 5 6 " W 13 2 . 3 4 ' C26 74. 0 0 ' 27. 8 9 ' C25 L33 24' EAE C 3 2 C31 TEMPORARY ACCESS EASEMENT SEE NOTE 13 N89°17'14"W 326.64' 29 2 . 8 5 ' 19 9 . 4 1 ' DRAINAGE EASEMENT 30' SANITARY SEWER EASEMENT 49.99'50.98' L 2 8 C 1 6 L8 L7 L6 C17L3L4 L5 C18 L 2 7 24' EAE 20' EA E 20' EAE 9' UTILITY EASEMENTL9 L1 0 N74° 2 9 ' 0 4 " W 220.5 0 ' S1 5 ° 3 0 ' 5 6 " W 22 8 . 0 2 ' S74°2 9 ' 0 4 " E 112.5 0 ' N1 5 ° 3 0 ' 5 6 " E 98 . 8 3 ' S74°2 9 ' 0 4 " E 126.0 0 ' N1 5 ° 3 0 ' 5 6 " E 1 0 3 . 0 8 ' EASEMENT EXCLUSION L11 (TIE) CL LARI M E R COUNT Y CANAL #2 10' POWER LINE EASEMENT TO THE CITY OF FORT COLLINS (BOOK 1599 PAGE 612) 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) C L L A R I M E R C O U N T Y C A N A L # 2 SEE NOTE 12 SEE NOTE 12 25' SEWER EASEMENT (REC. NO. 20120012756) THAT PORTION LYING WITHIN THE BOUNDARY LINES OF THIS PLAT IS HEREBY VACATED UPON RECORDATION OF THIS PLAT S 5 3 ° 2 1 ' 2 8 " E 5 5 . 2 5 ' S76°40 ' 0 4 " E 299.91' S 5 3 ° 2 1 ' 2 8 " E 1 0 2 . 6 5 ' S76°4 0 ' 0 4 " E 302.91' L 1 L 2 L16 L 1 7 L18 L 2 3 L 2 2 L21 L 2 0 L19 C 3 4 L25 C 3 3 C 3 0 L2 4 L26 C 3 7 C 3 6 N0 0 ° 2 3 ' 4 6 " E 95 . 3 1 ' 10' UE L 3 2 L31 L 2 9 L30 DITCH EASEMENT (WIDTH VARIES)DITCH EASEMENT (WIDTH VARIES) N 5 1 ° 1 9 ' 5 0 " W 2 0 9 . 6 6 ' C4 3 C42 C41 L36 C 4 4 C40 C39 C38 N 5 3 ° 3 0 ' 4 7 " W 1 2 0 . 2 7 ' S6 2 ° 2 5 ' 5 4 " E 2 9 2 . 7 4 ' 12' PUBLIC ACCESS EASEMENT S38 ° 3 0 ' 2 5 " W 48. 0 8 ' 58 5 . 6 8 ' C5 S38 ° 3 0 ' 2 5 " W 2 5 7 . 0 9 ' L38 21.98' C 7 C6 N38°30'25"E 48.08' L 4 0 N38 ° 3 0 ' 2 5 " E 2 5 2 . 6 3 ' C 1 1 L 4 1 26. 1 4 ' 21. 9 3 ' C49 L 5 6C48 L5 5 L54L5 3 L 5 2 L51 C47L50 36' UE 29.5' PAE 36.0' WIDTH VARIES 51 . 4 1 ' 45 . 6 9 ' 24 7 . 8 7 ' 22 . 8 4 ' 22. 0 8 ' L37 16. 9 5 ' 37. 9 1 ' 12.54' 24.00' C19 C28 C29 C50 C51 C52 154.41' 4.36' 5.78' 6.22' 410.88' N69°2 3 ' 3 7 " E 262.20 ' N69°2 3 ' 3 7 " E 239.90 ' L 5 8 L42 C45 L4 3 L46 L4 5 L44 L4 7 C 4 6 L48 MA P L E S T R E E T (72 ' P U B L I C R O W DE D I C A T E D P E R T H I S P L A T ) 10' UE L49 C53 TEMPORARY ACCESS EASEMENT SEE NOTE 13 LOT 1 LEEPER SUBDIVISION EK B L A D S U B D I V I S I O N LO T 1 0 LO T 9 LO T 4 LO T 1 3 20 ' A L L E Y ( P E R E K B L A D S U B . ) MAPLE STREET (60' PUBLIC R.O.W.) (PER EKBLAD SUB.) COLLINS CT. (45' PUBLIC R.O.W.) (PER EKBLAD SUB.) UN P L A T T E D R E C . N O . 2 0 0 8 0 0 3 9 3 5 3 3.86' 32 . 1 3 ' 10' UE 19. 4 9 ' N89°14'44"W 285.00' S38 ° 3 0 ' 2 5 " W 9 2 . 2 5 ' 77 . 1 8 ' 33 0 . 3 6 ' 307.57' S0 0 ° 2 3 ' 4 6 " W 3 7 7 . 9 7 ' 329.98' 12.96' 44 . 8 6 ' 24.01' 12.00' N00°23'46"E 443.70' N00°23'46"E 443.15' 12.57' 28.62' 44 4 . 1 8 ' N0 0 ° 2 3 ' 4 6 " E 4 7 2 . 8 1 ' C54 C 3 5 N38 ° 3 0 ' 2 5 " E 9 6 . 7 1 ' L 4 1 26. 1 4 ' 19. 4 8 ' S38 ° 3 0 ' 2 5 " W 9 2 . 2 5 ' Sheet Of 3 Sheets SA L U D F A M I L Y H E A L T H C E N T E R NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l a c t i o n b a s e d up o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s a f t e r y o u d i s c o v e r s u c h de f e c t . I n n o e v e n t m a y a n y a c t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y be c o m m e n c e d m o r e t h a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n he r e o n . SALUD FAMILY HEALTH CENTER A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 2 CI T Y O F F O R T C O L L I N S ST A T E O F C O L O R A D O NORTH PRELIMINARY CENTERLINE DITCH SEE SHEET 3 SET 18" #4 REBAR w/1" BLUE PLASTIC CAP, PLS 38470 LEGEND BOUNDARY LINE LOT LINE FOUND PROPERTY CORNER MONUMENT AS DESCRIBED RIGHT-OF-WAY LINE FOUND SECTION CORNER MONUMENT AS DESCRIBED EMERGENCY ACCESS EASEMENTEAE PUBLIC ACCESS EASEMENTPAE UTILITY EASEMENTUE SECTION LINE DRAFT 11-15-23 PRELIMINA R Y - N O T F O R C O N S T R U C T I O N , RECORDIN 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 EXISTING RIGHT-OF-WAY EASEMENT LINE Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 For and on behalf of Northern Engineering Services, Inc. LAND USE TABLE PARCEL AREA PERCENT USE OWNED & MAINTAINED BY LOTS 1-3, 5-7 558,170 S.F.12.81 A.C.56.53%Future Development Property Owner LOT 4 343,429 S.F.7.88 A.C.34.78%Commercial Development / Blanket Drainage & Access Easement Property Owner ROW 85,854 S.F.1.97 A.C.8.69%Right of Way City of Fort Collins TOTAL 987,453 S.F.22.67 A.C.100.00% RIGHT-OF-WAYROW CENTER 1/4 CORNER SECTION 10-7N-69W FND 3 1/4" ALUM CAP ON 2" ALUM PIPE IN MON BOX, LS 17497, 1993 POINT OF COMMENCEMENT WEST 1/4 CORNER SECTION 10-7N-69W FND 2 1/2" ALUM CAP IN MON BOX, LS 29407 FND #4 REBAR W/YPC, LS 14823 FND #4 REBAR NO CAP CENTER WEST 1 16 CORNER SECTION 10-7N-69W FND 30" #6 REBAR W/2 1/2" ALUM CAP IN MONUMENT BOX LS 14823, 2015 FND #4 REBAR W/YPC, LS 14823 FND #4 REBAR W/YPC, LS 14823 FND #4 REBAR W/YPC, LS 14823 FND #4 REBAR W/YPC, LS 14823 FND PK NAIL & BRASS TAG, LS 14823 FND PK NAIL & BRASS TAG, LS 14823 FND #4 REBAR W/YPC, LS 14823 FND #4 REBAR W/YPC, LS 14823 TRACT D LO T 1 , 1 S T R E P L A T SC H M I D T B E R G E R S U B LOT 1 LEEPER SUBDIVISION FREY SUBDIVISIONUNPLATTED TRACT ETRACT A TRACT B TRACT C LOT 6 113,179 sq. ft. 2.598 ac. C3 S0 8 ° 1 6 ' 5 9 " W 95 . 1 2 ' N00°23'46"E 21.00'N89°14'30"W 85.50' WEST LAPORTE AVENUE (PUBLIC R.O.W. VARIES) LOT 2 96,805 sq. ft. 2.222 ac. LOT 1 38,784 sq. ft. 0.890 ac. L39 N6 0 ° 2 6 ' 1 7 " W 1 9 4 . 1 5 ' 50' 30' 38' ROW PER FREY STREET COTTAGES 30' ROW PER ROAD BOOK 4, PAGE 50 30' ROW PER FREY SUBDIVISION 30' ROW PER ROAD BOOK 5 PAGE 50 36' 36' S89°14'44"E 1325.02' N00°42'01"E 30.00' (TIE) POINT OF BEGINNING 15' UTILITY EASEMENT LILAC APARTMENTS REVISED (REC. NO. 20110058492) BASIS OF BEARINGS SOUTH LINE OF NW 1/4 SECTION 10 N89°14'49"W 330.72' 9' UTILITY EASEMENT LOT 7 33,866 sq. ft. 0.777 ac. LO T 7 N 5 3 ° 3 0 ' 4 7 " W 9 4 . 1 7 ' N 2 5 ° 1 4 ' 5 9 " W 7 0 . 1 1 ' UNPLATTED STODGY BREWING SUBDIVISION UNPLATTED CITY PARK NORTH SUBDIVISIONFR E Y ST R E E T GR A N D V I E W AV E N U E POWER LINE EASEMENT TO THE CITY OF FORT COLLINS (BOOK 1599 PAGE 612) SEE NOTE 12 S11°56'51"W 21.44' (TIE) L1 3 L12 L1 5 L14 L31 L30 N25°14'59"W 102.40' N 5 3 ° 3 0 ' 4 7 " W 1 2 0 . 2 7 ' N 2 5 ° 1 4 ' 5 9 " W 1 1 6 . 5 5 ' N 5 3 ° 3 0 ' 4 7 " W 1 0 1 . 4 4 ' 87' DITCH EASEMENT S38 ° 3 0 ' 2 5 " W 48. 0 8 ' L38 21.98' N38°30'25"E 48.08' L 4 0 N0 8 ° 1 6 ' 5 9 " E 9 5 . 1 2 ' C10 N38 ° 3 0 ' 2 5 " E 9 6 . 7 1 ' L 4 1 26. 1 4 ' 21. 9 3 ' MA P L E S T R E E T (7 2 ' P U B L I C R O W DE D I C A T E D P E R T H I S P L A T ) 22 . 8 4 ' 22. 0 8 ' L37 12' ROW PER STODGY BREWING SUBDIVISION S89°14'44"E 1325.01' 10' POWER LINE EASEMENT (BOOK 1599 PAGE 612) 10' UE FND 2-1/2" ALUMINUM CAP ON #6 REBAR LS 24307 14.16' FND #4 REBAR W/YPC, LS 14823 9' UTILITY EASEMENT 7.35' RIGHT-OF-WAY PER RECEPTION NO. 20230029846 45' 42' 5.23' 19. 4 9 ' 19. 4 8 ' N87°54'20"W 249.40'S 0 7 ° 3 7 ' 1 9 " E 7 2 . 4 4 ' N89°14'44"W 86.39' N89°14'44"W 83.00' S00°23'46"W 50.00' N81°43'01" W 72.00' N89°14'44"W 114.18' 20' RIGHT-OF-WAY PER RECEPTION NO. 20230029846 N08°16'59"E 19.18' C 1 C2N00°38'41"E 20.00' (TIE) 30 8 . 5 3 ' C8 S0 8 ° 1 6 ' 5 9 " W 9 5 . 1 2 ' S0 0 ° 4 5 ' 1 3 " W 9 8 . 4 6 ' C9 S38 ° 3 0 ' 2 5 " W 9 2 . 2 5 ' C 20 77 . 1 8 ' N0 0 ° 3 8 ' 4 1 " E 3 8 5 . 7 1 ' 4.77' 5.23' CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 DELTA 74°51'56" 82°28'17" 30°13'26" 51°23'48" 51°23'48" 1°31'46" 49°52'02" 30°13'26" 17°03'09" 30°13'26" 51°23'48" 59°01'32" 49°35'59" 29°49'36" 5°33'10" 42°24'48" 90°00'00" 47°35'12" RADIUS 20.00' 15.00' 275.00' 275.00' 311.00' 311.00' 311.00' 311.00' 311.00' 239.00' 239.00' 92.68' 294.04' 250.44' 1900.92' 25.00' 28.00' 25.00' LENGTH 26.13' 21.59' 145.06' 246.69' 278.98' 8.30' 270.68' 164.05' 92.56' 126.07' 214.39' 95.47' 254.55' 130.37' 184.23' 18.51' 43.98' 20.76' BEARING S29°08'59"E N49°31'08"E S23°23'42"W S64°12'19"W S64°12'19"W S89°08'20"W S63°26'26"W S23°23'42"W S16°48'34"W N23°23'42"E N64°12'19"E S77°57'56"W S73°15'10"W N67°02'03"W N49°20'40"W N05°41'28"W S60°30'56"W S50°41'28"E CHORD 24.31' 19.77' 143.39' 238.50' 269.72' 8.30' 262.22' 162.16' 92.22' 124.62' 207.28' 91.31' 246.67' 128.91' 184.15' 18.09' 39.60' 20.17' CURVE TABLE CURVE C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 DELTA 1°45'47" 13°10'17" 6°05'25" 26°55'11" 10°56'19" 10°56'19" 26°55'11" 77°56'50" 102°03'10" 3°47'51" 0°37'31" 39°00'06" 31°01'31" 285°55'45" 30°28'40" 69°26'17" 69°35'49" 39°00'06" RADIUS 311.00' 311.00' 250.44' 88.00' 88.00' 112.00' 112.00' 25.00' 25.00' 311.00' 311.00' 148.00' 239.00' 60.00' 148.00' 106.00' 94.00' 160.00' LENGTH 9.57' 71.49' 26.62' 41.35' 16.80' 21.38' 52.62' 34.01' 44.53' 20.61' 3.39' 100.75' 129.42' 299.42' 78.73' 128.46' 114.18' 108.91' BEARING S60°00'34"W S31°55'17"W N78°54'08"W N75°53'30"W N56°57'44"W N56°57'44"W N75°53'30"W S23°27'29"E N66°32'31"E S62°47'23"W S65°00'04"W N19°06'18"W S54°01'10"W N14°44'32"W N53°50'41"W N34°21'52"W N34°17'06"W N19°06'18"W CHORD 9.57' 71.34' 26.61' 40.97' 16.77' 21.35' 52.14' 31.45' 38.87' 20.61' 3.39' 98.81' 127.84' 72.28' 77.80' 120.75' 107.29' 106.82' CURVE TABLE CURVE C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 DELTA 30°28'40" 74°05'55" 17°37'58" 64°03'38" 53°03'33" 49°42'11" 30°30'49" 8°58'53" 26°55'11" 10°56'19" 26°55'11" 10°56'19" 50°18'43" 5°32'49" 17°08'41" 0°22'08" 3°53'58" 20°35'48" RADIUS 160.00' 50.68' 336.04' 314.88' 142.68' 244.04' 200.00' 1096.07' 124.00' 124.00' 82.50' 82.50' 19.49' 311.00' 311.00' 311.00' 230.00' 310.89' LENGTH 85.11' 65.54' 103.42' 352.06' 132.13' 211.70' 106.51' 171.82' 58.26' 23.67' 38.76' 15.75' 17.11' 30.11' 93.06' 2.00' 15.65' 111.76' BEARING N53°50'41"W S85°30'08"W S57°16'10"W N82°23'55"W S74°58'57"W S73°18'16"W N66°35'14"W N50°10'43"W S75°53'30"E S56°57'44"E N75°53'30"W N56°57'44"W N26°20'59"W S68°05'14"W S79°25'59"W S88°11'23"W S87°57'14"W S48°49'50"W CHORD 84.11' 61.07' 103.01' 334.00' 127.46' 205.13' 105.26' 171.64' 57.73' 23.64' 38.41' 15.73' 16.57' 30.10' 92.71' 2.00' 15.65' 111.16' LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 LENGTH 93.62' 94.68' 59.00' 20.00' 86.89' 33.00' 20.00' 45.67' 18.00' 26.10' 30.51' 30.00' 30.00' 30.00' 30.00' 78.41' 82.58' 5.43' 2.40' 81.91' BEARING S08° 59' 35"E S13° 33' 25"E N74° 29' 04"W S15° 30' 56"W S74° 29' 04"E S15° 30' 56"W N74° 29' 04"W N15° 30' 56"E N74° 29' 04"W N15° 30' 57"E S36° 06' 18"W N89° 14' 44"W S00° 23' 46"W S89° 14' 44"E N00° 23' 46"E S27° 50' 34"E S31° 19' 38"E S20° 13' 05"E S20° 13' 05"E S31° 19' 38"E LINE TABLE LINE L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 LENGTH 79.97' 96.33' 95.70' 95.29' 4.06' 4.06' 96.32' 110.43' 99.84' 336.77' 335.36' 99.96' 11.54' 11.85' 16.63' 27.69' 20.00' 20.00' 8.80' 17.00' BEARING S27° 50' 34"E S13° 33' 25"E S08° 59' 35"E N00° 23' 46"E N69° 05' 01"W N69° 05' 01"W S26° 53' 51"E N26° 53' 51"W S12° 15' 25"E S00° 23' 46"W S00° 23' 46"W S12° 15' 25"E N89° 21' 05"W N89° 22' 37"W N51° 29' 35"W N54° 13' 58"W S51° 29' 35"E N51° 29' 35"W N53° 52' 35"W N51° 29' 35"W LINE TABLE LINE L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 LENGTH 17.00' 11.39' 221.80' 5.08' 13.00' 5.08' 57.94' 7.63' 13.66' 11.91' 157.88' 11.93' 5.30' 11.93' 109.56' 1.63' 16.63' 262.57' 273.40' BEARING S51° 29' 35"E S89° 21' 05"E S62° 25' 54"E S27° 34' 06"W N62° 25' 54"W N27° 34' 06"E S62° 25' 54"E S51° 29' 35"E S89° 54' 14"W N89° 21' 05"W N62° 25' 54"W N29° 24' 28"W N62° 25' 54"W S84° 32' 40"W N62° 25' 54"W N51° 29' 35"W N51° 29' 35"W S21° 59' 53"E S21° 59' 53"E 26. 0 9 ' S38 ° 3 0 ' 2 5 " W 397 . 4 2 ' L39 S38 ° 3 0 ' 2 5 " W 48. 0 8 ' L38 16. 9 5 ' Sheet Of 3 Sheets SA L U D F A M I L Y H E A L T H C E N T E R NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l a c t i o n b a s e d up o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s a f t e r y o u d i s c o v e r s u c h de f e c t . I n n o e v e n t m a y a n y a c t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y be c o m m e n c e d m o r e t h a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n he r e o n . SALUD FAMILY HEALTH CENTER A TRACT OF LAND LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 3 CI T Y O F F O R T C O L L I N S ST A T E O F C O L O R A D O NORTH Robert C. Tessely Colorado Registered Professional Land Surveyor 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 FOUND PROPERTY CORNER MONUMENT AS DESCRIBED FOUND SECTION CORNER MONUMENT AS DESCRIBED EMERGENCY ACCESS EASEMENTEAE PUBLIC ACCESS EASEMENTPAE UTILITY EASEMENTUE DRAFT 11-15-23 PRELIMINA R Y - N O T F O R C O N S T R U C T I O N , RECORDIN 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 CENTERLINE DITCH BOUNDARY LINE LOT LINE RIGHT-OF-WAY LINE SECTION LINE EXISTING RIGHT-OF-WAY EASEMENT LINE RIGHT-OF-WAYROW