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HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 12/17/2024 e) � ° de ,vALUDFAMILYHEALH 0 A CENTER 1 all }�' . �.y IOU, 0 ioA T CT OF LA � D LOCATED IN THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 7 NORTH , RANGE 69 �w a� fl F FCOLLINS , COUNTY OF LARIMER STATE OF COLORADO WEST OF THE NTH PRINCIPAL MERIDIAN , CITY O FORT C O � � o � b L STATE OF OWNERSHIP AND SUBDIVISION: -� LIENIIOLDER: DEVELOPER/APPLICANT J John Land Title Guarantee Company,Commitment No.FCC25125833-6,dated 03-12-2015) Santis Salud BY:Y. Saiud Familyy Health Centers � `� •° � PARCEL I: -- --- 203 S. Rollie Avenue o a Fort Lupton, CO 80621 3 �' CONSIDERING THE SOUTH LINE OF THE NW 1/4 OF SECTION 10,TOWNSHIP 7 NORTH,RANGE 69 WEST OF THE 6TH P.M.,COUNTY OF LARIMER,STATE OF OLORADO AS (303)892-6401 — o BEARING N 890 50'30"E 2650.16 FEET AND WITH ALL BEARINGS HEREIN RELATIVE THERETO:BEGINNING AT A POINT ON THE EAST LINE OF THE SW 1/4 THE NW 1/4 OF STATE OF COLORADO ) SAID SECTION 10,WHICH POINT BEARS N 00° 16'W 435.71 FEET FROM THE W 1/16 CORNER,ON THE CENTER LINE OF SAID SECTION 10,(WHICH W 1/16 CO BEARS N 890 )ss. ARCHITECT r,SIILJp_ W VINE DR o (U E 50'30"E 1325.08 FEET FROM THEW 1/4 CORNER OF SAID SECTION 10);THENCE N 00' 16 W 890.51 FEET TO THE NW 1/16 CORNER OF SAID SECTION 10;THENCE ONG THE COUNTY OF LARIMER ) TVII Beck Architects ri p, o a NORTH LINE OF THE SW 1/4 OF THE NW 1/4 OF SAID SECTION 10,S 89"40'W 329.81 FEET TO THE NW CORNER OF THE EAST 1/4 OF SAID SW 1/4 OF THE NW I/4; CE o 170 South St. Vrain Ave. — ALONG THE WEST LINE OF SAID EAST 1/4,S 00° IT E 889.51 FEET;THENCE N 89'50'30"E 330.79 FEET TO THE POINT OF BEGINNING. The foregoing instrument was acknowledged before me this day of 20 by _ U tsn a� EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 27,2012 AT RECEPTION NO.20120012755 Estes PO Park,x 57 _ _ - as of E P , CO 80517 �`t o O o o o AND (970) 586-3913 CONSIDERING THE SOUTH LINE OF THE NW 1/4 OF SECTION 10,TOWNSHIP 7 NORTH,RANGE 69 WEST OF THE 6TH P.M.,COUNTY OF LARIMER,STATE OF COLORAD ,AS _ z �y� co Z �° �._ . z BEARING N 890 50'30"E 2650.16 FEET,AND WITH ALL BEARINGS HEREIN RELATIVE THERETO:BEGINNING AT A POINT ON THE WEST LINE OF THE SE 1l4 OF THE 114 OF PLANNER/ - r n i t> Gy'c�u�t SAID SECTION 10,WHICH POINT BEARS N 00- 16'W 611.28 FEET FROM THE W 1/16 CORNER,ON THE CENTER LINE,OF SID SECTION 10,(WHICH W 1/16 BEARS N 89°5 '30"E LANDSCAPE ARCHITECT r LAPORTE AVE 1325.08 FEET FROM THEW 1/4 CORNER OF SAID SECTION 10);THENCE N 00' 16'W 714.94 FEET TO THE NW 1/16 CORNER OF SAID SECTION 10;THENCE ALONG THE ORTH Witness my hand and official seal LINE OF THESE 1/4 OF THE NW 1/4 OF SAID SECTION 10,N 89°40'E 523.02 FEET;THENCE S 00°23'E 246.09 FEET;THENCE N 89°35'E 139.98 FEET;THENCE S 26'20'W 40.25 Ripley Design, Inc. s FEET;THENCE S 04100'E 107.68 FEET;THENCE S 09' 10'W 84.79 FEET;THENCE S 300 49'W 262.44 FEET;THENCE S 071 1 I'E 110.60 FEET;THENCE N 57°29'W 224.73 FE 419 Canyon Avenue, Suite 200 V THENCE N 490 30'W 189.01 FEET;THENCE N 75' 12'W 98.16 FEET TO THE POINT OF BEGINNING. My commission expires: Fort Collins, CO 80521 - s EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 27,2012 AT RECEPTION NO.20120012755. (970) 224-5828 d: AND z T_ o CONSIDERING THE EAST LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 10,TOWNSHIP 7 6 ST OF THE 6TH P.M.,COUNTY OF LARIMER,STATE OF Notary Public SITE ENGINEER d � z � COLORADO,AS BEARING N 00°31'W WITH ALL BEARINGS HEREIN RELATIVE TO; INNING AT A WHICH BEARS S 890 40'W 796.70 FEET AND AGAIN S 00 31' EPS Group, Inc. SITE W MULBERRY ST vwi o r E 233.35 FEET FROM THE CN 1/16 CORNER OF SAID SECTIO N 89° 24 CE S 2 0'W 14.02 FEET;THENCE S 89°35'W 139.98 FEET;THEN N Blaine Matheson, PE 000 23'W 12.74 FEET TO THE POINT OF BEG 301 North Hawes Street, Suite 100 PARCEL II: Fort Collins, Colorado $0521 APPROVAL (970) 221-4158 ;" LARIMER COUNTY CANAL No.2 IRRIGATING COMPANY OV THE WEST 3/4TFI OF THE SE 1/4 OF THE NW 1 F SE NKOWNS NORTH,RANGE b9 ST OF THE 6TH P.M.,COUNTY OF LARIMER,STATE OF COLORADO Z .=o EXCEPT THAT PORTION LYING SOUTH AND T CERTAIN EXISTING GA AL REFERRED TO IN DEED RECORDED MARCH 27, 1946 IN BOOK 807 T SURVEYOR Cr PAGE 562; c ALSO EXCEPT THOSE PARCELS CONVEYED BY DEEDS RECO EMB 1 19 K 3 AT PAGE 496 AND DECEMBER 7,1955 IN BOOK 1008 AT PAGE 161 BY. EPS Group, Inc. w 0 W MARCH 23, 1955 IN BOOK 990 AT FADE 194 AND AUGUST 7, 1956 BO�iK'�U GE 233 AND T , 1959 IN BOOK 1101 AT PAGE 124 AND SEPTEMBER 5, 1973 VICINITY I N ITY MAP = o a RobertC. Tessely, PLS NORTH W c BOOK 1570 AT PAGE 546 p 1 /� 301 North Howes Street, Suite 100 1"=2000' O / STATE OF COLORADO ) Fort Collins, Colorado 80521 O z PARCEL III: SU )ss. (970) 221-4158 Zw — COUNTY OF LARIMER ) z 0 BEGINNING AT 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 EAST 100 FEET;THENCE NORTH 300 FEET;THENCE EAST 318 FEET,MORE OR LESS,TO THE CENTER OF THE EXISTING IRRIGATION CANAL;THENCE The foregoing instrument was acknowledged before me this day of 20 ,by ~ NORTHWESTERLY ALONG HE CENTER LINE OF SAID CANAL TO THE WEST LINE OF SAID SE 1/4 OF THE NW 1/4 OF SECTION 10;THENCE SOUT H ALONG SAID WEST LINE C ' T cmn W OF THE SE 1/4 OF THE NW 1/4 586 FEET,MORE OR LESS,TO THE POINT OF BEGINNING. ,as of the Larimer County Canal No.2 Irrigating Company. o O Q O C3 AND THE WEST 15 FEET AND T1 E NORTH 150 FEET OF THE FOLLOWING: W BEGINNING AT A POINT 200 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 PLANNING APPROVAL APPROVED AS TO FORM,CITY ENGINEER CM OF LARIMER,STATE OF COLORADO;THENCE NORTH 300 FEET;THENCE EAST 100 FEET;THENCE SOUTH 300 FEET;THENCE WEST 100 FEET TO THE POINT OF BEGINNING. Witness my hand and official seal By the Director of Community Development and Neighborhood Services of the By the City Engineer of the City of Fort Collins,Colorado on this day PARCEL IV: City of Fort Collins,Colorado on this day My commission expires: BEGINNING AT A POINT 150 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 �2 Z J J OF LARIMER,STATE OF COLORADO;THENCE EAST 50 FEET;THENCE NORTH 300 FEET;THENCE WEST 1 CE SOUTH 60 FEET;THENCE SOUTHEASTERLY TO A .N 4 POINT 230 FEET NORTH OF THE POINT OF BEGINNING,AND 50 FEET FROM THE EAST BOUNDARY LINE;T NCE SOUT 30 FEET TO THE POINT OF BEGINNING. N U EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 5,1964 IN BOOK 1 6 AT PAGE 446 r} Notary Public City Engineer Director of Community Development and Neighborhood Services , A-T't;a t T BEGINNING AT A POINT 150 FEET EAST OF THE SW CORNER OF THE SE 1/4 OF THE NW 114 OF SECTION 10,TOWNSHIP 7 NORTH,RANGE 69 WEST OF THE 6TH P.M.,COUNTY AND + �T` OF LARIMER,STATE OF COLORADO;THENCE NORTH PARALLEL TO NORTH AND SOUTH CENTER LINE OF SECTION,230 FEET;THENCE IN A NORTHWESTERLY DIRECTION p TO A POINT 50 FEET WEST AND 240 FEET NORTH OF POINT OF BEGINNING;THENCE SOUTH 240 FEET;THENCE EAST 50 FEET TO POINT OF BEGINNING. 21 EXCEPTING THEREFROM THAT PARCEL DESCRIBED IN DEED RECORDED FEBRUARY 5, 1964 IN BOOK 1236 AT PAGE 446 LAND SURVEYOR NOTES: T �-� # W MAINTENANCE GUARANTEE: V f Containing 981,018 square feet or 22.52 acres,more or less. 1.The Basis of Bearings is the South line of the Northwest Quarter of Section 10,Township 71Lorth Range 69 West of the 6th P.M.as bearing South 89° 4'44"'East ti _Jr_ The Owner herebywarrants and guarantees to the City, for period of two 2 ears from the date of completion and first acceptance b the Cityof the improvements warranted (assumed),and manumented as shown on drawing. o itsuccessors in interest collective) "Owner" have caused the above described land to be surveyed and subdivided into lots,tracts and streets as shown on this Plat to be own ty, p { ) Y p y p Far themselves and the (collectively ) Y 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 2.All information regarding easements,rights-of--way or Title of Record,Northern Engineering relied upon Land Title Guarantee Company,C ent o. 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 with 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 prepared b Land Title Guarantee Com an dated June t2,20 A a FCC25125833-6,dated 03-12-2015 and Property Information Binder Order No.FCff25176029,prep y p the land. appurtenant structures and amenities lying within the rights-of-way, Easements and other public properties, including,without limitation, all curbing, sidewalks, bike paths, drainage current title commitment will be provided to the surveyor prior to finalizing the survey. 3��4) 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 3,The lineal unit of measurement for this plat is U.S.Survey Feet. o m z u 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 .� w m CERTIFICATE OF DEDICA then said damages may be 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 a Q iJ m 0 -i development-related or building-related activities. In the event the Owner fails to correct any damages within thirty(30) days after written notice thereof, g Y warranty or guaranty,expressed or implied.DORA Bylaws and Rules(4 CCR 730 1.6.13.2). convected 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 exception of the"Ditch Easement"which is conveyed to Lorimer County Canal Na.2 Irrigating Companyy)assi The Owner does hereby dedicate and convey to the City of Fort Collins,Colorado{hereafter"City"),forub use,forever,a permanent right-of-way sand the"Easements"{with the 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. 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 laid out and designated on this Plat;provided,however,that(1)acceptance by the City of expert to address these matters.Northern Engineering or the Professional Land Surveyor listed heron assumes no responsibility for the mineral rights upon the subject 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 property 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 REPAIR GUARANTEE: 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 6. For easements created by separate document and shown hereon refer to record document for specific terms. 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 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 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 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 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. 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 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 n Easements that are not owned b the City.Owner will maintain the surface of the Easements in a sanitary condition 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 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 does not accept the duty of maintenance of the Easements,or of improvements r the Ease a is y ty STY �'Y p 1? P in compliance with any applicable weed,nuisance or other legal requirements. 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 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 Except as expressly permitted in an approved plan of development or other written agreement with the City,Owner will not install an the Easements,or permit the installation on the Easements,of any materials and workmanship,as well as defects caused by or consisting of settling trenches,fills or excavations. understanding of all rights of way,easements,encumbrances,interests and title of record concerning the subject property. and customary asses and other and cover).In the event such obstacles are installed in the Further,the Owner warrants that he/she owns fee simple title to the roe shown hereon and agrees that the City shall not be liable to the Owner or his/her successors in interest 9. Easements and other record documents s or ted h eon were examined as to location and purpose and were not examined as to restrictions,exclusions, building,structure,improvement,fence,retaining wall,sidewalk,tree or other landscaping(other than usual wary grasses ground ) p property rty :�' '�•""' 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 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, conditions,obligations,terms,or as to a right to grant the same. 7 �"''� 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 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 z "'"� L.J obstacles or any other property to which they are attached. 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. 10. Adjacent property owner information per the Larimer County Land information Locator. W J The rights granted to the City by this Plat inure to the benefit of the City"s agents,licensees,permittees and assigns. (3)(a), ) 11. Per CRS 38-51-105 (3 (b),(4)(b),(4)(c),&5,the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the interior J NOTICE OF OTHER DOCUMENTS: 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. 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 12. Centerline of Larimer County Canal#2 at time of field work performed February 2,2015.A right-of--way as granted to the Lorimer County Land Improvement J 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, 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 < 0 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 description of said right-of-way and only mentions"rights to ditches". UJI purchasing any portion of the Development site. fit ' „n�L� ,,r4,L�f1✓ 13. The temporary access easement will be extinguished upon the completed construction of the Maple Street expansion. OWNER: Salud Health Centers,LLC br �✓ ' 14. is survey is a onuments have not been set or upgraded.Monuments will be set and/or upgraded�dZsLurvey. and/or recording."Set"corner O 1 r ation depicted hereon is for reference purposes only.This note will be rem prior to the surveyor signing _J � L+L John Santistevan,President/CEO ATTORNEYS CERTIFICATION 4 ��� NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: � LL STATE OF COLORADO 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 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 UJ )ss. 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 by Sections 12-120-12-122 of the City code. LL COUNTY OF LARIMER ) 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. The foregoing instrument was acknowledged before me this day of ,20 ,by SURVEYOR'S STATEMENT J f]ry Attorney: < V J John Santistevan,as President/CEO of Salud Health Centers,LLC. I,Robert C.Tessely,a Colorado Professional Land Surveyor do hereby s that this vision Plat was ared from an actual survey under my personal supervision, that the monumentation as indicated hereon were fo shown, at the f t is an ac to representation thereof,all this to the best of my knowledge, Address: Gast Johnson&Muffly PC information and belief. 323 S.College Ave.,#1 Witness my hand and official seal Fort Collins,CO 80524 Registration No.: My commission expires: NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION,MAINTENANCE AND „o t RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE Notary Public PRIVATE PROPERTY T14AT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE O Sheet OWNERS OF SAID PROPERTY,EITHER INDIVIDUALLY,OR COLLECTIVELY,THROUGH A .w 1� PROPERTY OWNERS ASSOCIATION,IF APPLICABLE•THE CITY OF FORT COLLINS SHALL � � � HAVE NO OBLIGATION OF OPERATION,MAINTENANCE OR RECONSTRUCTION OF SUCH unooses O PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO I Robert C.Tessely ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. 1 L Colorado ProfessionaUat For and on Behal , nc. Of 3 Sheets SALUD FAMILY HEAL H CEN ER Z0 ATRACT 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 � y .� U N PLATTEDr 28.62' ► ,, UNPLATTED N89054'14"E ro UNINCORPORATED FOUND#4 REBAR WITH 13.65' ° FOUND#4 REBAR � FOUND#4 REBAR WITH '� a YELLOW PLASTIC CAP 5.9b / o a o YELLOW PLASTIC CAP ( � 'I ER �' NTY S89 24 33 E 1320.17 FOUND#4 REBAR WITH C56 1.08' .Y E 6.62' > ' 50.98' s, LS 14823 146.25' p 329.98 49.9s' 682.62' -12.96' YELLOW PLASTIC CAP C59 U 8 m -v I ♦gym 410.88' 154.41` C53 rrIT, cU ° aka \ I \.s ♦2���. 6.22' 4.36' r, .� 07.57 % - a \ ♦'suer' '�S♦� 5.7a' 4 C55 I � y II V I O u Oar IICR. C58 N ♦ Q, '� "' 12'PUBLIC ACCESS 26Z > f r 299gt EASEMENT(HATCHED) 10'UE �j 12 PUBLIC ACCESS Co -~ 4E r,, EASEMENT(HATCHED) S7844D� 302.g1 z i o I! 30'SANITARY SEWER ` 20'UTILITY 1 .� EASEMENT ENT ~� . J `1 1 10'UE L67 I o 0 o z 0 rn EASEMENT �` I EASEMENT I L68 I _ � y I „I 10'POWER LINE � � i- n � �+ MENT LL.I W C7 '� �� �` ~�\ \ �11 �1 co I - TO CITY OF `} °�j d. C DRAINAGE EASEMENT `\ \ I Q FORT COLLINS o C37 N I NCli \ \ w�" `" 1� M P ....I {BOOK 15s9 1 tiEx t- o - � I \\ , C I PAGE 612) 1 ch 0 U) I 30'SANITARY SEWER \ �� �� I m � cNi ® z EASEMENT I LOT 5 I 25'SEWER EASEMENT " \ EASEMENT DETAIL z o (REC-NO.20120012756) \ \\ \ ti I I 102,175 sq.ft. c+M CO L@J- "a z ,.. THAT PORTION LYING "\� \ \ \ N I 2.346 ac. f „ =w o I WITHIN THE BOUNDARY _ \ \ p I ` 1 =3 O ) LINES OF THIS PLAT IS \ f t7 \ 0 I I to \ - J in HEREBY VACATED , \ \ 1 \ I M Q 9 W I N UPON RECORDATION '�, \ y zo 'L 20'EAE �'�, I CV z OF THIS PLAT , `\ l\V L21 L16 I O w cy 10'POWER LINE EASEMENT o TO THE CITY OF FORT COLLINS U) L) i (BOOK 1599 PAGE 812) 00 I c t" ------ ------- CM 8917'14' W l 1 ` `ram -- -- , 6, i---- ---------------I-- LOT 24'EAE \ �i /' r" �p 32s.s4' l BLANKET ACCESS & C18 \1F3 \ ! I S � 173,361 sq.ft. I / o,+ \ \ I ' Lo Lo 3.980 ac. I s�74-so4» 11 DRAINAGE EASEMENT �+/ �� \\\ \�� TEMPORARY \\ \\ L1a p LLB I �c 343,076 sq.ft. \ r\ EASEMENT r ,1''I 9'UTILITY ?q pn, 00 l 7.87fi ac. �"�� \ \ ��\ �\ _C C6 r EASEMENT UTILITY EAS T Lo z (p I l \ \ SEE NOTE 13 \ \ 1 - -----------�---- BY SEPARA DOCUMENT v L ----------- ------ - S89°54`14"W 299.28 o I f lti //L19�.� REC.NO TBD w 0 N 24'EAE a o EASEMENT EXCLUSION l \ \ C51 0 s �'l �r `- \ \ - MAPLE STREETof o �1� ll�` \\\\ c29\\ c60 \ WIDTH 3s.D" (PRIVATE DRIVE) c) MAPLE STREET 20'UTILITY o / �l \ �.'� VARIES EASEMENT I ;h � / C19 C`Z _ S89°54'14"W 298.97' _ - - �1 28.62' 285.00' 1,.61 c� (60 PUBLIC R.O.W.) O)LO'� 11 f� s7 ° Zlll ,�' N89°54'346"� - FOUN #4 RE AR N89°14'4411W 285.00'FOUND#4 REBAR WITH Co")) (PER EKBLAD SUB.) � ©21 Lij N t42-4 4 C4g �, f l f ;29p4E l , YELLOW PLASTIC CAP Q 0 , w i12.00' _` \ L44� l �r /l ff Z8d0 - l / 0 / SEE DETAIL LS 14823 r. a\ sI9 L33 C i ` ��r, 1 =iU _l / Y� THIS SHEET I 24.01 zs \\?? �4S L46 / l o f /' G�1 J 1 1 CO3 Z o L34 ��� \ l L11 { / _ 1CO 0 r l^- ~' C40 L50 5 ¢7 ` `� ? \ f'(TIE) f !r / i6fl' 711 I U N P LATT E D Z r ^ 3 C2T \ \ S74° f 3"i TEMPORARY UE `` l 12'PUBLIC ACCESS ,� o z 4 Z E �9�4E f ! G� ACCESS I 1 EASEMENT(HATCHED) U -J o( w 5 ¢ cn c2s r r1�sp� f r/ �� EASEMENT UNINCORPORATED w 00 Xo Um o J SEE NOTE1a LARIMER COUNTY W (M S'E2o\ Ci�3 CAIP'L #2 C21 L51-- � 2SIy\ ` /! L ,/ } c Co I c�4 �\ � , ?27\ s'uT1LITY ✓ /"�` � I� ` �g SEE NOTE 12 1 ! ! ♦ \\ Q' ~ \��$`.� EASEMENT ! ` / !� CL 10'POWER LINE EASEMENT 4 ��, p !! /! \Ta \ \ ! /` TO CITY OF FORT COLLINS I g'" CD ��\ \ / pc G, `C/ ! (BOOK 1599 PAGE 612) I I Z W �- ! `_ 42 lye rO ♦ r�\^Y. \ \ ^' L`v C38 G `` I V/ - L54 \ \ 29.5'PAE \ \ ' h ! in x ;Cq� ! ! ♦♦ \ "e \� \ L48 !/ �1r v" Q- ,. I I I ....) UUJ o �' I \\ /' ,' ♦ 24'EAE I\\ �c�� / ,S� !! I p 36'UE ♦ / h 10'UE ' © tL s� DRAINAGE EASEMENT I �,� / �Ll �♦ ASS ��\ � C'�� °��ry ` '0� / I 1 C12 'err �y �J'1J - �`� co Z DITCH EASEMENT I / ♦ . ��@ C7s ♦ ,�`� I I N COLLINS CT. O (WIDTH VARIES) I DIT,�, i SEMENT `� �Q ♦ C48--� <Sv s 24.00' �`b� / I I It ti i� (w�brF VARIES) ♦ � � U ♦♦ c49--I� �° �' I W (451 PUBLIC R.O.1lI�i.) W M1 �. ,IN / ♦ ` � L3s ! 12.54' _ ,J CO QIN // / !\♦ !�� / N00°234s°I eo (0 (PER EKBLAD SUB.) - o ♦ ! ryh , / 443.15f 1 r ..L � - FOUND#4 REBAR / ♦2�. ! ♦�\ / ago/ati / v LCT /• 1 N00°2348"E Nr N FOUND#4 REBAR WITH CAP,LS 5028 I / 10'UTILITY ♦ O� �` y`� �'� IIrT o (f , p �h� -7�] 128.81' I // EASEMENT ?��� � /orL li �`�8 11.32' !' EASEMENT 443.70' 1 LEEPER SUBDIVISION J V J < 0 FOUND#4 REBAR WITH Nv90 14�49" 330. 2� I // r/ ♦♦♦ L39 YELLOW PLASTIC CAP I , / ♦ 23.36'�'�`5 / ! L30 I I LS 14823 I / / LOT 2 `� t32' ! LOT 6 I I _ 80 I / / 96,594 sq. ft. � ! 112,814 sq. ft. � O r p � / / 2.217 ac ♦ g �♦ 2.590 ac. L31 I i I I ...1 ! �p SEE NOTE 12 I JLL TRACT C TRACT D �p f ,> o�� TRACT q ° ,> ♦tis� a I I - O 1.852 ac. �ryg ` r2O� I I I LL I I 0 LLl I d ! ' ham vg7 �I4s� c�,Ir ��`b �� ry�i � � � I � I � T ©i NORTH _j 5 LEGEND E _ T 50 0 50 100 150 Feet BOUNDARY LINE SET 18"#4 REBAR w11"BLUE IN U.S. SURVEY FEET } PLASTIC CAP,PLS 3847D RIGHT-OF-WAY LINE 1 inch = 50 ft. �� ION "0% 4 - - - - - - - - _- 04 FOUND PROPERTY CORNER a++ C s LOT LINE Q MONUMENT AS DESCRIBED EASEMENT LINE FOUND SECTION CORNER y�' ESCRIBED � ` RU EXISTING RIGHT-OF-WAY LAND USE TABLE „. �i *�./ �01 �1�m�,3`i (j> SECTION LINE EAE EMERGENCY ACCESS EASE T PARCEL AREA PERCENT USE OWNED & MAINTAINED BY � tV Im CENTERLINE DITGH PAE PUBLIC ACCESS EASEMENT LOTS 1-3, 5-7 557,285 S.F. 12.79 A.G. 56.81% Future Development Property Owner Sheet UE UTILITY EASEMENT LOT 4 343,076 S.F. 7.88 A.C. 34.97% Commercial Development f Blanket Drainage & Access Easement Property Owner PRELIMINARY Row RI��PF+w�F 61%6r-M ^r TRACT A 8©,657 S.F. 1.85 A.C. 8.22% Private Drive Wain 4& { � r 4ez Property Owner � � 2 � Robert C.Tersely TOTAL 981,018 S.F. 22.52 A.C. 100A0°lU � � Colorado Professional Land Surveyor No.38470 For and on behalf of EPS Group,Inc. Cof 3 Sheets 1 TOWNSHIP 7 NORTH RANGE 69 y SALUD FAMILY HEALTH CENTER A TRACT OF LAND LOCATED 1N THE NORTHWEST QUARTER OF SECTIONo , �o WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF FORT COLLINS COUNTY OF LARIMER, STATE OF COLORADO �"0 . 2 a �' SEE SHEET 2 E H G •� v C ys W U c E C41 '� oIN { { \� f�\ f�� �/ ` f, ., 443.15' I I I °r° ��--- FOUND#4REBAR =1 { �`ySr° f/ •�']//,�1 N0023%!6 o FOUND#4 REBAR WITH CAP,LS 5028 I / 10'UTILITY r "� �'` "� �' - 128.81' I v{ { EASEMENT �'O��Sp /N' r <� / 9'UTILITY /O Gs `5 443.70' 1 / { s ryh 11.32' / EASEMENT FOUND#4 REBAR WITH N890 14'49"W 330.72' ' { {/ L39 / °`° �° f/ III 141 YELLOW PLASTIC CAP I �{ / \\23.36' �O� hh / f L30 I I LS 14823 I { { LOT 2 � � �► 11.32' LOT 6 I � co LEGEND co 1 { / 96,594 sq.ft. "� 112,814 sq.ft. �i { ��� 2.590 ac. L31 I A a M w o 2.217 ac. > g ti { N, p z � TE1 I I E � z TRACT D I `� TRACT A c D s I I W BOUNDARY LINE Q a z < 0) TRACT C '1 ,f /� ��' 80,657 sq.ft. 3 0, - II q �o{l+ zo RIGHT-OF-WAY LINE 1.852 ac. 00 * �2 I I I f n I,t p 5' �AFi °4� 00 I N LOT LINE 7 ° t ''I/ f I I - - - - - - EASEMENT LINE °0 C aq' 42' \ 10'UE �I I Z EXISTING RIGHT-OF-WAY Z co l / / g� i '�u'• \ POWER LINE EASEMENT I I z / TO THE CITY OF FART COLLINS I I I I SECTION LINE - E x LILAC APARTMENTS REVISED I `�s'7j / 36' :},� r�"'o• \ (BOOK 1599 PAGE 612) I I " CENTERLINE DITCH w w r w r� °O° =w S_ m (REC. NO. 20 008492) ''1 I �94 /ry0 �,� ff ' \ 45 -\ N25°1459"W I I I P PSET LASTI #4 C REBAR AP,PLS 3raa GLUE _ I 10'UTILITY 7S /V 36' / f c 2 L14 -�102.40' I I V z EASEMENT // // 87'DITCH � 1 I \\ I 10'POWER LINE EASEMENT I I FOUND PROPERTY CORNER Z w. r I / EASEMENT \ "r �'O \' I Q MONUMENT AS DESCRIBED z { T�., L12 \ (BOOK 1599 RAGE 612) Ln o u"I LLJ V cy)00 II { �`�' 9'UTILITY LOT 7 \\ '2 �L �S115631'W 1,131 I FOUND ENTSEC AS GARNER w MONUMENT AS DESCRIBED cb 1 21.44'1 T1E) L!J I {/ V //y,, ` / EASEMENT 33,557 sq.ft. \ 5.23' con "' m '1 TRACT B p { ``�VG any, FOUND#4 REBAR ° " " , I EAE EMERGENCY ACCESS EASEMENT cl) /� / 0.770 ac. \'� I I { ~ O / ?\ �� WITH YELLOW N87 54 2O 1N 249.40 5.23' r CO 4ce) U ^ { FOUND#4 REBAR FOUND#4 REBAR rn\� PLASTIC CAP PAE PUBLIC ACCESS EASEMENT � �() { WITH YELLOW WITH YELLOW "cr`c° ''� 10, �i o LS 14823 4 77' BRASS TAG, I 14823 Ups TILR TY EA E ANT 9'UTILITY / LC/ { PLASTIC CAP PLASTIC CAP \ N w U N P LATT E D W a LOT f Q ` { FOUND#4 REBAR .P z � I EASEMENT �/ �Q / LS 14823 LS 14823 -Q ROW RIGHT-OF-WAY WITH YELLOW ' cl? I 38,784 sq. ft. 1 �' 1 N89°14'44"W PLASTIC CAP Tfl Uj - U I II 0.890 ac. r1 Q '� S3.O©, LS 14823 U) I 1 14.16' co m I FOUND#4 REBAR N89°14'44'W LOT z WITH YELLOW J 1 f PLASTIC CAP 86.39 N o N�, I 1 a LEEPER o 0 TRACT E I 1 1 co U5 LS 14823 N00°23'46"E 21.00' TRACT A + N89°14'30"W N SUBDIVISION 85.50' S00°23'4f"W 50.00' ALUMINUM caP w FOUND#4 REBAR WITH io .-ti Iivi W a0 YELLOW PLASTIC CAP ON#6 REBAR M } I °' LS 14823 LS 24307 U N P LATT E D a ti I z w I ' � 0 STODGY BREWING � N J POINT OF I j ��! [0 15'UTILITY SUBDIVISION =�I BEGINNING I I EASEMENT N81°43'01 1 o FOUND#4 REBAR 14.I a1'1 10,00, U�--- '-- 72•00' FOUND#4 REBAR WITH 3 ' POINT OF NOS°16'59"E�1 YELLOW PLASTIC CAP 12'ROW PER STODGY r m N89°14'44"W 114.18' BREWING SUBDIVISION w a COMMENCEMENT BASIS OF BEARINGS N00°38'41"E 19 18' � LS 14823 'o 3 E I WEST 1/4 CORNER SOUTH LINE OF NW 1/4 20.00'(TIE) C2 1 o cc SECTION 10-7N-69W 50 o 0 m 0 -1 FOUND 2-112"ALUMINUM CAP SECTION 10 20'RIGHT-OF-WAY IN MONUMENT BOX,LS 29407 PER RECEPTION NO. 30'ROW PER ROAD FOUND PK NAIL& N00'42'01"E 20230029846 BOOK 5 PAGE 50 30'ROW PER ROAD BRASS TAG,LS 14823 S$9°14'44"E 30.00'(TIE) BOOK4,PAGE50 WEST LAPORTE AVENUE 1325.02' � ' W , S89°14'44"E 30' RIGHT-OF-WAY PER 30'ROWPER (PUBLIC R.O.W. VARIES) # - - . RECEPTION NO. 1325.01 ' 20230029846 FREY SUBDIVISION 38'ROW PER W FREY STREET COTTAGES CENTER 114 CORNER U N P LATTE D SCENT R ECTIQN�10EST-L-7N 16 69W CORNER RE i ti7 1. L7 D I Y I S I o N SECTION 10 7N 69W FOUND 3-1/4"ALUM CAP E IN z w FOUND 30"#6 REBAR W w CITY PARK NORTH MONUMENT BOX,�LS PIP 497 WITH 2-1/2"ALUMINUM CAP / Q IN MONUMENT BOX LL � SUBDIVISION W LS 31169,2023 I'- Z . 0 NORTH U J Q 2 © � 50 0 50 100 150 Feet r 1 0 LINE TABLE LINE TABLE LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE CURVE TABLE { IN U.S. SURVEY FEET ) �1 J LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING CURVE DELTA RADIUS LENGTH BEARING CHORD CURVE DELTA RADIUS LENGTH BEARING CHORD CURVE DELTA RADIUS LENGTH BEARING CHORD 1 inch = 50 ft, W L 1 93.6T S08'59'35"E L21 79.97' S27°50'34"E L43 28.3T S62'25'54"E L64 127.80' S21'50'35"W C1 74151'56" 20.00' 26.13' S29°08'59"E 24.31' C21 610525" 250.44' 26.62' N78'54'08"W 26.61' C41 53°03'33" 142.68' 132.13' S74"58'57"W 127.46' X L2 94.68' S131 33'251E L22 96.33' S131 33'25"E L44 5.08' S27°34'06"W L65 107.70' S37°23'57"W C2 82°28'17" 15.00' 21.59' N49°31'08"E 19.77' C22 26'55'11" 88.00, 41.35' N75°53'30"W 40.97' C42 49142'11" 244.04' 211.70' S73°181611W 205.13' 0 LL L3 %00' N74 29'04"W L23 95.70' S08'59'35"E L45 13.00' N62°25'54"W L69 95.31' N00'23'46"E C3 30'13'26" 275.00' 145.06' S23-23-42"W 143,39' C23 10'56`19" 88.00' 16.80' N56°57'44"W 16.77' C43 30°30'49" 200.00' 106.51' N66°35'14"W 105.26' J U. L4 20,00' S15'30'56"W L24 95.29' NOW 23'46"E L46 5.08' N27'34'06"E C4 51'23'48" 275.00' 246.69' S64'12'19 W 238.50' C24 10156'19" 112.00' 21.38' N56°57'44"W 21.35' C44 8°58'53" 1096.07' 171.82' N50'10'43W 171.64' LL L5 86.89' S74°29'04"E L25 4.06' N69°05'01"W L47 251.37' S62°25'44"E C5 51°23'48" 311.00' 278.98' S64'12'19"W 269.72' C25 26*5611" 112.00' 52.62' N75°53'30"W 52.14' C45 26'55'11" 124.00' 58,26' S75°53'30"E 57.73' Q Q w L6 33.00' S15'30'56"W L26 4.06' N69°05'01"W L48 7.63' S51°29'35"E C6 1°31'46" 311.00' 8.30' S89°08'20"W 8.30' C26 77'56'50" 25.00' 34.01' S23'27'29"E 31.45' C46 10'56'19" 124.00' 23,67' S56'57'44"E 23.64' NINO L L7 20.00' N74°29'04'W L27 96.32' S26°53'51"E L50 11.91' N89°21'05"W C7 49152*02" 311.00' 270.68' S63'26'26"W 262.22' C27 102103*10" 25.00' 44.53" N66°32'31"E 38.87' C47 26'55'11" 82.50' 38.76' N75°53'30"W 38.41' Q L8 45.67' N15'30'56"E L28 110.43' N26°53'51"W L51 157.88' N62'25'54"W C8 30'13'26" 311.00' 164.05' S23123'42"W 162.16' C28 3°47'51" 311.00, 20.61' S62"47'23"W 20.61' C48 10'56'19" 82.50' 15.75' N56'57'44"W 15.73' 17 :D L9 18.00' N741 29'04"W L30 336.77' S00°23'46"W L52 11.93' N29'24'28"W C9 17°03'09" 311.00' 1 92.56' S16°48'34"W 92.22' C29 0°37'31" 311.00' 3.39' S651001041W 3.39' C49 50'1943" 19.49' 17.1 V N26'20'5911W 16,57' v/ L10 26.10' N15'30'57"E L31 335.36' S00°23'46'W L53 5.30' N62'25'54"W C10 30'1T26" 239.00' 126.07' N23'23'42"E 124.62' C30 39°00'06" 148.00' 100.75' N19°06'18"W 98.81' C50 5'32"49" 311.00' 30.1 V S68°05'14"W 30.10' ��ry L11 30.5V S36'06'18"W L33 11.54' N89°21'05"W L54 11.93' S84'32'40"W C11 51*23,48" 239.00' 214.39' N64°12'19"E 207.28' C31 31'01'31" 239.00' 129.42' S54°01'10"W 127.84' C51 17108141" 311.00' 93.06' S79°25'59"W 92.71' L12 30.00' N89°14'44"W L34 11.85' N89°22'37"W L55 109.56' N62°25'54"W C12 59°01'32" 92.68' 95.47' S77'57'56"W 91.31' C32 285°5545' 60.00' 299.42' N14°44'32"W 72,28' C52 0'22"08" 311.00' 2.00' S88°11'23"W 2.00' '4 L13 30.00' S00°23'46"W L35 16.63' N51°29'35"W L56 1.63' N51'29'35"W C13 49°3659" 294.04' 254.55' S73'15'10"W 246.67' C33 30°28'40" 148.00' 78.73' N53°50'41"W 77.80' C53 3153'58" � 230.00' 15.65' S87'57'14"W 15.65° L14 30.00' S89°14'44"E L36 2T69' N54'13'58"W L57 16.63' N51'29'35"W C14 29°49'36" 250.44' 130.37' N67°02'03"W 128.91' C34 69126'17" 106.00' 128.46' N34'21'52"W 120.75' C54 20°37'16" 311.00' 111.93' S48'49'03"W 111.33' � Y L15 30.00' NOW 23'46"E L37 27.54' S51'29'35"E L58 262.57' S21'59'53"€ C15 5°33'10" 1900.92' 184.23' N49120'40'W 184.15' C35 69'35'49" 94.00' 114.18' N34'17'06"W 107.29' C55 4'30'31" 62.00' 4.88' N33'22'02"E 4.B8' OR l Lib 78.41' S27°50'341E L38 27.54° N51°29'35"W L59 273.40' 521°59'S3"E C16 42°24'48" 25.00' 18.51' N05°41'28'W 18.09' C36 39'00'06" 160.00' 108.91' N19°06'18"W 106.82' C56 1°45'23" 239.00' 7.33' S89°01'32"VV 7.33' I.IRPOS L17 82.58' S31°19'38"E L39 1.25' N53'52'35"W L60 37.60' S01°19'38"W C17 90°00'00" 28.00' 43.98' S60130'56'W 39.60' C37 30°28140" 160.00' 85.1 V N53'50'41"W 84.11, C57 15°00'00" 94.00' 24.61' N07°06'14"W 24.54' L18 5.43' S20'13'05"E L40 24W N51°29'33"W L61 57.70' S05'34'46'E C18 47°35'12" 25.00' 20.76' S50'41'28"E 20.17' C38 74'05'55" 50.68' 65.54' S85'30'08"W 61.07' C58 35113'32" 18.00' 11.07' N18°00'31"E 10.89' Sheet L19 2.40' S20'13'05"E L41 24,53' S51°29'33'E L62 75.92' S01'23'57'E C19 1°45'47" 311.00' 9.57' S60100'34"W 9.57' C39 17'37158" 336.04' 103.42' S57'16'10"W 103.01' C59 0°22'57 239.00' 1.60' S87°57'22"W 1.60' PRELIMINARY L20 81.91' 831'19'38"E L42 11.39, S89°21'05"E L63 167.02' S05°01'18"W C20 13'10'17" 311.00' 71.49' S31'55'17"W 71.34' C40 64°03'38" 314.88' 352.06' N82°23'55'W 334.00. C60 44'59'14" 230.00' 180.59' S61°00'02"W 175.99 Robert C.Tessely 3 Colorado Professional Land Surveyor No,38470 For and on behalf of EPS Group,Inc. UO-cf 3 Sheets