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HomeMy WebLinkAboutJEROME STREET STATION - Filed S-SUBDIVISION PLAT - RECEPTION#20240051445, 12/2/2024 1:34:19 PM,1 of 3,S33.00 Tina Harris,Clerk&Recorder,Larimer County,CO JEROME STREET STATION BEING A REPLATU`4- F BLOCK 1 & TRACT ER I'd JJJ , OLD TOWN NORTH , AND LOT 2 BLOCK' 1 WILL SUBDIVISION LOCATED IN THE 9 SOUTHWEST QUART to �� o OF SrE'0CTION 1 5 TOWNSHIP 7 NORTHV RANGE 69 WEST OFTHE 6TH P . M . , CITY OF COLLINS , COULNTY og STATEMENT OF OWNERSHIP AND SUBDIVISION: MAINTENANCE GUARANTEE: .a= o 1 Jerome Street Station, LLC f a Know all persons by these presents,that the undersigned owner(s)of the following described land: 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 Russel! Baker the improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the 417 Jefferson Street Block 1 &Tract JJJ Old Town North and Lot 2 Block 1 Will Subdivision located in the Southwest Quarter of Section 1 Township 7 North Range 69 West of the 6th P.M., City 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 Fort Collins, CO 80524 ' � � � �. � p � g tY P 1 tY g Y 970 657-2399 d � of Fort Collins, County of Larimer, State of Colorado Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all other a urtenant str�ucttt�rivs and amenities 1 'n� ( ) g 9 pp g' PA -pP Y- O within the rights-of-way, Easements and other public properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, o ' E Said described tract contains 310,839 square feet or 7.136 acres,more or less. culverts, catch basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be coordinated with the owning L ;l W r 0 -0 o 8 utility company or department. LAWDSCAPE ARCHITECT -o 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 Ripley Design, Inc. this Plat to be known as JEROME STREET STATION (the "Development"), subject to all easements and rights-of-way now of record or existing or indicated on this Plat. The The Owner shall maintain said improvements ir� a manner that will assure compliance on a consistent basis Frith all construction standards, safety i ° 02 0 rights and obligations of this Plat shall run with the land. Alex Canyon + o g g requirements and environmental protection requirements of the C� The Owner shall also correct and ° or cause to be corrected and o q p q City. �, repair, 419 Canyon Avenue, Suite 200 repaired, all damages to said improvements resulting.from development-related or building-related activities. In the event the Owner fails to Fort Collins, Colorado 80521 E.VSNEoMAve 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 (970)224-5828 ® � CERTIFICATE OF DEDICATION: 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. SITE ENGINEER 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 Northern Engineering Services, lnc. � � "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 h ® CRC ® ct Amanda Poincelot ® „� =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 REPAIR GUARANTEE: 301 North Howes Street, Suite 1001 °F o cn w o_ W.MULBERRY AVENUE FL E-- Z 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 Fort Collins, Colorado 80521 o Z Z 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 In of the approval of this final Plat and other valuable consideration,the Owner does hereby agree to hold the City harmless for a five (970)221-4158 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 5 ear eriod commencin u on the date of com letion and first acce tance b the Ci of the im rovements to be constructed in connection with MIMM® ®® �E®M®1 ( )Y p 9 g p P P Y �Y p ��®® ® �❑ ®FUMM � 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 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 i purposes that do not interfere with the full enjoyment of the rights hereb anted. The City is responsible for maintenance �®A 0 U M E®®� P _ J YY t Y P ance of its own improvements and for repairing any damage public improvements of the property shown herein; and the Owner furthermore commits to make necessary repairs to,said public improvements, to ® !- caused b its activities in the Easements but b acceptance of this dedication the City does not accept the du of maintenance of the Easements or of im rovements in the 5 , , , , , p 9 9 g g right-of-way, SITE SURVEYOR ® Z Y 9 Y P tY P duty p include without limitation the roads streets fills embankments ditches cross ans sub-drains culverts walls and brill es within the ri ht-of-wa 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 Easements and other public properties, resulting from failures caused by design and/or construction defects. This agreement to hold the City Northern Engineering Services, Inc. UJ legal requirements. harmless includes defects in materials and workmanship, as well as defects caused by or consisting of settling trenches,fills or excavations. Bob Tessely, PLS a, L 301 North Howes Street, Suite 100 p expressly p approved p p g �,, Fort Collins. Colorado so521 VICINITY Except as ex ressl permitted in an a roved plan of development or other written agreement with the City, Owner will not install on the Easements or permit the installation on 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 > (970)221-4158 � 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). or his/her successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques 1"=2500' W 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 and due caution in the construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from D 0 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 natural creeks and rivers, and any other matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall 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. be the liability of the Owner. I further warrant that I have the right to convey said land according to this Plat. SURVEYOR NOTES: The rights anted to the City b this Plat inure to the benefit of the City's agents, licensees ermittees and assi p p g tY Y '' g 9 9 p assigns. 1) The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00 38 34e West (assumed bearing) NOTICE OF OTHER DOCUMENTS: West Quarter corner of Section I being a 2 2" aluminum capon#6 rebar, stamped PLS 31169 and the Southwest corner of Section 1 being a 3-1" OWNER: Jerome,Street Station,LLC brass cap on#6 rebar, stamped Colo.Dept. of Hwys. 0 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 2) For all information regarding easements,right-of-way or title of record,Northern Engineering relied upon Commitment No. BY: 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 580-F0666889-383-BAI,Amendment No.2, dated June 26,2024;prepared by Fidelity National'Title Company,and Commitment No. may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and 580-F0678519-383-BA1,Amendment No. 3, dated June 26,2024,prepared by Fidelity National Title Company. > STATE OF COLORADO ) 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 W )ss. in purchasing any portion of the Development site. 3) The lineal unit of measurement for this plat is U.S. Survey Feet. 8 COUNTY OF LARIMER ) 4) Northern Engineering or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends U The foregoing instrument was acknowledged before me this day of SePAC4, .L-e - , 20 j by the owner retain an expert to address these matters.Northern Engineering or the-Professional Land Surveyor listed heron assumes no responsibility us5��/ 73w�C asGll�1Cc of Jerome Street Station,LLC. for the mineral rights upon the subject property. --� APPROVED AS TO FORM, CITY ENGINEER 5) A copy of the title commitment and the documents contained therein were provided to the owner,client and attorney listed hereon for their use By the City Engineer of the City of Fort Collins, Colorado this 26 day of November A.D., 20 24 and review. N o Witness my hand and official seal —DocuSigned by: �` < i 6) Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions 000 (A all� My commission expires: CHRIST NA FRE€ fro, Tr are shown hereon with sufficient data to establish their position. Owner,Client and others should refer to the title commitment and those documents NOTARY PUBM listed therein for a true understanding of all rights of way, easements,encumbrances, interests and title of record concerning the subject property. 8i'E,0FCC)w�00 QF6AA27D6B864EA..- Oe °t0 2cc7 City Engineer g ��COMOSSiON EXPREa JANUARY 29,2027 7) All previous lot lines and easements as shown and dedicated on the Final Plat Of Old Town North recorded at reception number 20040056692 at o � 9 � Notary Public ryr % q: M 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 w`i � 0 dedicated as shown hereon. o`er N ��F E <� DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVAL 8) For easements created by separate document and shown hereon refer to record document for specific terms. ACKNOWLEDGEMENT OF EASEMENT AT RECEPTION NO. 20240025774 ONLY: THE LADE CANAL COMPANY OF COLORADO, a Colorado mutual irrigation company By the Director of Community Development and Neighborhood Services tyLOY gfgF 603 Ruins, Colorado this 27th day of November A.D.,20 24 9) Adjacent property owner information per the Larimer County Land information Locator. BY; signed by: ED 10) 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 9 9 9 \ 99YY `2 $ bByron Collins,President monumentation of the interior corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of 6144 SEAL record of said subdivision plat has only the required responsibility of providing for the on the ground monumentation of the external boundary of STATE OF COLORADO ) "° �� the subdivision plat. jss. Director of Community Development and NeighborhoodServices COUNTY OF LA ER ) 11) The Professional opinion of the Surveyor is not a determination of law,nor a matter of fact. The foregoing 'instrument was acknowledged before me this /ram day of y 0_,r ,20 A4 ,by SURVEYOR'S STATEMENT 12) The adjoining rights of way are depicted hereon for reference only and as requested by the City of Fort Collins. Those areas depicted outside of Z Z 0 Byron Collins, President,Lake Canal Company of Colorado, a Colorado mutual irrigation company. the subject property boundary are for reference purposes only and have not been verified by this survey. 0. 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 13) Top of Ditch banks,as field located 8-11-2020, shown heron for reference purposes only. Witness my hand and official seal set as shown, and that the foregoing plat is an accurate representation thereof,all this to the best of my knowledge, �LISSA N.�Ui� information and belief. 14) It is unlawful under Colorado Revised Statutes Title 18. Criminal Code § 18-4-508 to knowingly disturb, deface,remove, or destroy a land a 0 NOTARY PUBLIC My commission expires: C9°f o% 0 2.� STATE��COLOR�DO survey monument or accessory. NOTARY ID 20054024373 v COMMISSIOtN EXPIRES JUL 8,2025 ®pADO w Notary Public �00 a o a� �o;©® NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: c_r M r 0 LL ma ®� Notes as requested by the City of Fart Collins and listed hereon are being required as a condition of approval by the City of Fort Collins. The LL ATTORNEY'S CERTIFICATION s®° ° �° o°°(y�� notes, as they appear hereon,were provided to Northern Engineering by the City of Fort Collins. LANO s� There shah be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or 0 W I hereby certify that this Subdivision Plat has been duly executed by Jerome Street Station;LLC, as the current owner of the recorded fee interest in the surface of the land described on the Plat as required pursuant to Section 2.2.3 C 3 a of the Land Use Code of the City of Fort Collins and that persons signing this Subdivision Plat on behalf of Robert C. Tessely landscaping that are allowed by Sections 12-120- 12-122 of the City code. q P � )( }( ) tY P g g a such Owner are duly authorized signatories of such Owner udder the laws of the State of Colorado. I'hereby further certify that no parties within the meanings of Sections Colorado Registered Professional Land Surveyor No. 38470 ® FLOOD ZONE DESIGNATION: According toWhitewater Park LOMR for Larimer County, effective date June 25,202I,this tract lies 2.2.3(C)(3)(b)through(e)of the Land Use Code of the City of Fort Collins, other than those acknowledging this Plat, are required to execute this Plat. This Certification is based For and on Behalf of Northern Engineering Services,Inc.' within a FEMA designated area of Special Flood Lazard(Zone AE)and Area with 0,2%Annual Chance Flood Hazard(Zone X). solely upon the records of the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the Plat,to the extent reflected in the Title Commitments from Mum CD Fidelity National Title Company dated June 26,2024, Commitment No. 580-F0666889-383-BA1,Amendment No.2 and Commitment No. 580-FO678519-383-BA1,.Amendment ® Portions of this property are located in the FEMA regulated, 100-year and 500-year Poudre River Floodplain. Any development within Ito:3, and is based upon other information discovered by me as of the date hereof through reasonable inquiry made of Owner and as reflected in a certification delivered by Owner the floodplain must comply with the safety regulations of Chapter 10 of City Municipal Code. confirming the foregoing. This Certification regarding Sections 2.2.3(C)(3)(d)and(e)is additionally based upon the inspection by Owner of this Plat to discover that no person Any construction activities in the flood fringe(e. . structures,sidewalk or curb & utter installation/re lacement,utilitywork, under Section 2.2.3(C)(3)(d)or(e), other than those acknowledging this Plat,has a rights that would take, injure,diminish,or weaken the City's interests in any land, easement,or g g g p NOTICE landscaping, etc.)must be preceded by an approved floodplain use permit, the appropriate permit application fees, and approved plans. right-of-way which is dedicated to the City or to the public on the plat,which persons include the holders of general real property tax liens and assessments,water rights and claims of title to water, and patent reservations, easements,encroachments,restrictions,reservations,agreements and covenants of record or apparent as shown on the ALTA Construction of residential and/or mixed use structures is prohibited in the Poudre River 100-year Floodplain. Commitment. This Certification is further limited as authorized by Section 2.2.3(C)(3)(f)of the Land Use Code. This Certification is limited to the matters expressly set forth ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND above. RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE ® Outside storage of equipment or floatable materials whether permanent or temporary is prohibited. PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE Attorne Y OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY,THROUGH A ® At-Risk population, essential services,hazardous materials, and government services critical facilities are prohibited in the 100-year PROPERTY OWNERS'ASSOCIATION,IF APPLICABLE. THE CITY OF FORT COLLINS SHALL floodplain. Cory M z HAVE NO OBLIGATION OF OPERATION MAINTENANCE OR RECONSTRUCTION OF SUCH Sheet 9 � The applicant acknowledges that this Site Development Plan does not comply with the current regulatory floodplain. Permits cannot be Address: 950 17th Street Suite 1600 PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO r ti � floodplain until a LO1 ,R is approved through FEMA. It is at our own risk that we ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. issued for residential structures in the regulatory Denver,CO 80202 continue through the planning.process. Registration No.: 41qgr UO f 3 Sheets RECEPTION#20240051445, 12/2/2024 1:34:19 PM,2 of 3,S33.00 Tina Harris,Clerk&Recorder,Larimer County,CO uvcuo,yli u,vc,vp/c Iv.u iu ,v./<-vuu --r1/-..-wvu-r, 1./v-r, ./va u/ JEROME STRF..=,. ET STATION BEING A REPLAT OF BLOCK 1 & TRACT JJJ , OLD TOWN o BLOCK 1 WILL LOCATED IN THE SOUTHWEST QUARTER NORTH , & LOT 9 ®SUBDIVISION , ® W 'k OF SECTION COUNTY OF STATE OF COLORADO WEST CORNER 9 TOWNSHIP 7 P . M . ,RANGE 69 WEST OF THE 6TH FORT LARWER, o SECTION 1-7-69 FND 2� ALUMINUM CAP a ON#6 REBAR LAN®USE TABLESEE ° Y 8 IN MONUMENT BOX PARCEL AREA PERCENT USE OWNED&MAINTAINED BY PLS 31169 TRACT A 90,826 S.F. 2.09 A.C. 29.22% Private Access,Drainage&Utility Easement HOA TRACT B 104,900 S.F. 2.41 A.G. 33.75% Private Access,Drainage&Utility Easement HOA III N90000'00"E 57.00° ° _ 5 7.00` LOTS(66) 92,998 S.F. 2.13 A.G. 29.92% Property Owner 1 I I o S86 55 25 W 'A ROW 22,115 S.F. 0.51 A.G. 7.11% g of Way City of Fort Collins 1 1 C' ®T 4 " o 0- O Ri ht c� I o O L®T cal d M-31 TOTAL 310,839 S.F. 7.94 A.C. 100.00% i 1254 sq.ft LO � `� � ! to 1254 sq.ft. ® .9 ® N90°00'00"E 57.00' rao � ° " 0 � - � � S86 55'25 W 57.00 � M � o � � o v TRACT A =- o o CO o o = ® yw y 00 � L®T 5 �u w,: �� " ``�L®T 543 1254 sq.ft. ® ` CIA 1254 sq.ft. C-4 co o ® -� �'� i 1 O �• q' 0 o r ra +A bA d3 1 I o ° 1 " o� , 0 Delta= 24 09 02 M-30 O ;� 0 o N90 00 00 E .,7.00 0 I ° = 1 0 , ® S86 55 25' 57.00 ,-.1 R=648.00' L=273.14' o z ® o - - - - - -- - EASEMENT LINE I z N LOT 6 t n� - `Dir= S15°51'31"E � �, ° U O s EXISTING EASEMENT LINE L8(TIE' ) I 1254 sq.ft. t , LOT 6 Chord= 271.12' 0 O- EXISTING EASEMENT LINE -- _-1 �_- N90°00'00"E 57.00' �_ 1666 sq.ft. CT A _ M-29 � ------~-------------- VACATED BY THIS PLAT I S86°55'25"W 57.00' t° 1 , ! ` � °�/ 9'UTILITY EASEMENT ' U C) o_ 0 ���FJ PER PLAT OF RIGHT-OF-WAY j 1 a ` o O , OLD TOWN NORTH ;: a LOT 7 its 1 O \ ��°° T O REMAIN ,:Y -28 EXISTING RIGHT-OF-WAY ! "' 1L sq.ft. c")) f _ 1 , \ 5°6� ��g 500-YEAR BOUNDARY LINE ® I I6 G FLOODPLAIN z L o N90000'00"W 57,00' M-27'=4 o to LOT LINE { S89°59'59"W 65.92' L21 \ 0 z I I � \ i LOT1 � , v,.y � .- (- i A A r� 1653 sq.ft. v. r: 1 20'SEWER LINE EASEMENT Ito 100 YR FLOODPLAIN LINE \ 0 PER PLAT OF OLD TOWN NORTH go. 5�" p T-� N 1 VACATED BY THIS PLAT a vr 500 YR FLOODPLAIN LINE II 25'SANITARY \ \ 56�5 LOT 2 SET 18"#4 REBAR w/1"BLUE ° SEWER EASEMENT O\ \ 1254 s ft. r� ° ' z �LAST�c cA�,PLS 3847Q ( �'\ ` N� �° 63 - t, M-26 LLJ FOUND PROPERTY CORNER °�, 2� 0o NiJ�° Uj I. 1 MONUMENT AS DESCRIBED nLIJ ° n I \ \ ��`' LOT 3 " ° M-25 Z i LLJ FOUND SECTION CORNER tY 1 1 \ 1254 sq.ft. d? f I MONUMENT AS DESCRIBED U- I MAINTENANCE EASEP ENT \ �p ��®� ®o � � WW' FLOOD ZONE ARROW O ° m i I TRACT A 30'EMERGENCY ACCESS \�'�° ' 65 LOT 4 ° i�-24 � UE UTILITY EASEMENT rx &UTILITY EASEMENT \®� 1254 sq.ft" o, z w ( AD&U \ ° \� �� 6.10® �� FND#4REBARCDM ROW RIGHT OF WAY 1 90,826 sq.ft. 'Jg'o oo „� oa \\\ UV/YPC,LS 38106 1 I 1 2.085 ac. �w 1 UTILITY EASEMENT DRAINAGE& 1;1fig` � �66 1254 sq.ft. -23 0 AD&UERPIVATE 1 i 1°5� �� �'a �� q ���o �� �27°56'02"E 32.20' S8921 53'F s ( , - - - - - - 1o3z2' - - - - - - - -- 6�°�,� _ �� FND -REBAR f L12(TIE); I S89020'59"E 117.50' \ S28°00'1I E `✓ LOT WNPC,LS 38106 � \ 117.56' \ 1254 sq.ft. 0 L 11 q w 24'ACCESS EASEMENT PER 1995 us 2 PLAT _--- 25.00' 22.00' 22.00' 22.00' 26"50' 4° IE o ; e ea �'" I \ \ 5�' � ) Delta= 1 G0 00 00 �,� `� � RECEPTION NUMBER:19950037349 20'TEMPORARY EMERGENCY ACCESS b \ oo �r�} . o �,33 L34 fy a , ® o 1955 DEED GRANTS ONLY THE SOUTH 20'FEET EASEMENT PER REC.NO.20040022045 0 \N p R=8.00 L=13.9606 PER BOOK 1003 PAGE 19 OF LARIMER COUNTY RECORDS FND NAIL&BRASS VACATED BY THIS PLAT FND#4 REBAR ^ o o o ' � o a ��o \ �6t3°6 __ o c "► a w --- ------_--�_- -- __ TAG,ILLEGIBLE N ti t~ LO - - '` _ ____�o -- -------- LOT 7_____L32 ®Ir= 322 03 58 �V NO CAP r� u- > 389027'54"E 200.00' C-4 .y m wy �-aa _���y -"'�` \ 1653 sq.ft. f/(�0 9.ao` (/`�) Chord= 12.26' .° -• "- b_ / 1 •`-.. _ _®.. _.... i , V ..•- c V r Ste, a \ r] :Tl '"� W ✓ C2 AI89 2126"W 229.95 (TIE) - - --t"- €=a v, I N50°37'16"E 20,00' M 44.91 - 155.09' T�A�T A 3V SANITARY r _ eb C) t E� � z 0 t � r� � 0 6'UE SEWER a ® � ® nt ® � \\ ® 6°5� 67 3?' �-r;®O W/YPC,LS 38106 953 70 -� EASEMENT co I 1 0 r `y - oCD 0 o -+ o o �6 �` 10.32' -- ------`-- -------------- ---------------------------___.S77°59i „ - -- -----------�--�- i z � 'r cn rfp V UE CD \ 1 83 (tL1� 1 20'ACCESS EASEMENT _� 6.67 '--� _ 41 196• _`" ~- La 30�3 ���Cla�O�t1O�0(O NP�G�� i E� FND#4 REBAR FND#4 REBAR �l-� - f (� WNPC,LS 38106 -_ , -I 25.0G 22.00' 22.00--= 22.00_ 26.50 P®' P�O �S ,, PER REC.NO.2023003631 n 29 - - 1 wiRPC,ILLEGIBLE r _ 30 - PiRp «a� o�'° °3�` � °cS° Delta= 80°00'00" ,�2 _�77°59'41„ 0 60 N89°20'59"W 117.50' ""---_�-____ __ G���CS �11 3� ".� z37 7. C i I -- - - _ - 4 _____1 �2 12.27' R=8.00' L-11.17' M-2 �® Ld 0 474��� 6 -- ► TRACT A TEMPORARY EMERGENCY -__ _-� 37 Dir= S67°56'02"E "�11: I' IV DRAINAGE EASEMENT PER C2 ACCESS EASEMENT PER /� �� � �" - Chord= 10.28' ��/ N77-.59 `'1--�I PLAT OF OLD TOWN NORTH PLAT OF OLD TOWN NORTH JI I 35 00, ` ` S7 r�� v 23Masi3�4� ev � � VACATED BY THIS PLAT � � � VACATED Y THIS PLAT cJ71°383� ' p�v�DSO��O¢�� � 1 s W{YPC,FND#4 RLS38 06 AR ��-3 �� / Y� 0 2 , g°Op g „ �,0� OL. t\AP L38(TIE) LO - v G 3 pS _ AOR , {�1 OF p1.P- L17(TIE) L35 � �a ® F 9 >. � t 15g• , r '�-._ "" ,,,. „'� C �1.�' �� ` ) O / 11@� 1 .+P f'-' .0 100-YEAR ►® 22 0® �G 20'SEWER LING EASEMENT _ C1 I� o FLOODPLAIN TRACT o z2,00, `- PER PLAT OF OLD TOWN NORTH F���p 6� o®, 6 Q®, S27 56 G2 36.68 M-4 �- W C4 4-4i ;0 �2•°°' 3 ,?0 VACATED BY THIS PLAT �4Q' ��l Li� /' J 6'UE vPC °6a,3�°,� O, \ o a U 0 w � 6. 0 a� ® � E'+ �" co �� 6,UEO, <7S C3 r L16(TIE) TRACT .ZpO` p o �� M-5 0. r o' u! -- -. -N88°10°59"E 180.00'- _ r s d' m � Q I LOT-1,BLOCK 1 �- 4 ® to n " to i �� f1! > WILL SUBDIVISIONL "' ' I C'41 Iq ® � H °� 1 I �� 22.00' 22.00' 22.00' 22.00' 22.00' 35.00` ) o y ® N Uj ;t, _ (TIE) 3 0 a `� I ! l 35.oG p �+ �, ,� 4 M-6 L93 1 IE 5 0 coUJ i- e" ® � E,„a �" o Q "ca ® ® p ® � N �' to �� �y -► ® b p' v3 °us o ® � 1 ® o rs �aa o r- ®• m; E- "' �-1 eu °tom M M �° r , BLOC T- a9 a1 r O Ln lf3 r" e-9 11 ®�i o e-1 0 6 ® � on o �/ I TI$ACT � z o ® 1117$° 2,2"G®, c0 I 30'SANITARY [.� Cg �, �, �- € w �° - cn I _ n --� 0Q S9„W 22"G -� SEWER ® � u.l E-+ cn w �' + w ® ,ten o ® Q ® � ® �, �+ 0� 2 �� �. •' 15 Og G �� EASEMENT o N `��, --- S82 3540'E 35.QG= ( t i 1 1 � i� N 20�; _ __ 1 S89°2132`E N01°4901'W ° --- - - 30.05' 57.00' oUi o 2606, c��1°3 D�'lt = 16°57'18" 15'DRAINAGE 4- S82°3540"F , BLOCK 11 EASEMENT PER 20�'- ____� 5'SANITARY 1 } AO' 22.00' 22A0' 22.00 22.00, 22.00 35.00 010,10 9'UTILITY EASEMENT R--572.00' L=169.27' WILL SUBDIVISION - ___� SEWER EASEMENT i 35 S88°10'S9"W 180.00' PER PLAT OF ®ir= 319°27'24"� T®REMAIN y-`� # OLD��TOWN c15 Chord= 168.65' TRACT B ca 20'SEWER LINE EASEMENT I " S00°38'28 W U A��t� PER PLAT OF OLD TOWN NORTH 452.07' Ly _ 104,900 sq.ft. VACATED BY THIS PLAT = 100-YEAR0 1 a 30'UTILITY EASEMENT 2.40$aC. , # 3V U T ILITY°&DRAINAGE EASEMENT PER FLOODPLAIN } - 0 ` ® PER WILL SUBDIVISION - S00°3716"W PLAT OF OLD TOWN NORTH TO REMAIN ,� � 4 a !` FND#4 REBAR TO REMAIN _ 205 21 I _1 !`s , �� WNPC,LS 38106 N 1 TRACT Bop n I i FND#4 REBAR �`�- N 104,900 sq.ft. o r ar FND#4 REBAR W/YPC LS 38106 I M CS -" s.- 2.408 C. ' s ® 0 ° 1 138 (M) N00 29 56 E W/BPC,PLS 38470 _ �o�� � _ ®��G���®�5 0Col . LL LOTT 1 3S 48.91 (E�)4-- 73'LAKE CANAL EASEMENT �� - - _ ��� 5���� °§6° BRUSH MOBILE v N FND#4 REBAR PER RECEPTION v I __ z `�®®� �� �ry \� 0 -----HOME P.U.D. ---N89°2126"W -- NO CAP NO.20240025774 L 30'GAS LINE EASEMENT TO -- 230.12'(TIE) __ __ ---...,_ 100-YEAR " `- -- 1 _ FLOODPLAIN " '- _ PUBLIC SERVICE CO. 1 Delta- 4°23'11°' s � PER REC.NO.85028305 \ a r °°,mow I° , '` -_ C13 R=572.00 L=43.79 76°5 ,�;;�. - ® Uj �� CO I1zz `""`� _ i - N Dir= S08°47'09"E LOT 2 .� w - >s `�- s BRUSH MOBILE (RJ 167 Sg 67,45, m i !8 TOP OF DITCH BANK b _ _ _- -_ WNPC,LLs REBAR 4q `� 1 N Chord= 43.7ii SEE NOTE 14 , ,®. `` � ---- HOME P.U.D. - i In CANAL AR 10.52i WiYPC,LSUj 38106 8 Q6 73'LAKE�ANAL EASEMENT_ 1 / _ PER RECEPTION - t NO.20240025774 0 13 C ® rtl�Q 2f>rgB � ��2 t _� _ o ® ,v G�'�o �o°(°',Ae°°F°Qo�'�✓� .... .. NORTH «) 152•33 38 "~- -_ N82 59 25 �4' �o� . '°`�33 038.12 FND - - -_.M - ' � . i UNPLATTED 11 F S00°56'17 W ° �e 30 0 30 60 . 90 Feet ---`"` _- OWNER: POWERHOUSE 11 LLC NO CAP;BENT M N82°59'29 s,�n raygo 253.67' - `_- 50.28° �s/�° ( IN U.S. SURVEY FEET ) (�)253.7V31 ` 3018, ' aC LA 1�� Sheet. SOUTHWEST CORNER SECTION 1-7-69 1 inch = 30 ft. �_D33B FND 3�'BRASS CAP ON#6 REBAR IN 46 13' FND#4 EBAR � Robert C.Tessely 2 MONUMENT BOX WNPC,LS 38106 FND#4 REBAR Colorado Registered Professional Land Surveyor No.38470 COLO.DEPT.OF HWYS. For and on behalf of Northern Engineering Services,lrc. Of 3 Sheets • i � WNPC,ILLEG. RECEPTION#20240051445, 12/2/2024 1:34:19 PM,3 of 3,$33.00 Tina Harris,Clerk&Recorder,Larimer County,CO vvwa+yn�.nvcw�rc,v.u,u�o-,vuc-t�ocr-•t,ro-�uvv-r�rovroravror f xi EROME STRE T STATION LOT 1 TRACT C Q 4 .r FIRST STOP PLAZA GR��WNE AT OLD LOT 4 ` � � � 2ND FILING TOWN NORTH CROWNE AT OLD TOWN NORTH BE [NG REPLAT OF BLOCK 1 & I RAC I JJJ5 OLD TOWN NORTH , AND LOT 29 BLOCK 1 , WILL SUBDIVISION , LOCATED IN THE SOUTHWEST QUARTER OF SECTION TOWNSHIP 7 RANGE 69 WEST OF THE 6TH . I NORTH , gib , CITY OF FORT COUNTY OF STATE OF COLORADO . SU f A LARIMER, (115' PUBLIC ROW PER CROWNS AT OLD TOWN NORTH) is S7 15'UTILITY EASEMENT ® o 20'DRAINAGE EASEMENT PER PLAT OF 0. PER REC.NO.94063868 OLD TOWN NORTH � •j -0 FND#4 REBAR TO REMAIN Delta= 90°00'001/ NO CAP R=9.00' L=14.14' - CURVE TABLE 589021'26°1E 178,92' Dir= 544°21'26"E CURVE DELTA RADIUS LENGTH BEARING CHORD 3$.12' L39 L40 Chard= 12.73' t71,)`\ TRACT A -�+ C1 30°21'45" 300.00' 158.98' S86°49'27"W 157.12' ill fif � S89°21'26"E 158.00' � ! 9'UTILITY EASEMENT C2 30°21'45" 278.00' 147.32' N86°49'27"E 145.60' o o ` I 35,00 22.00 22.00' 22.00' 22.00' 35.00' PER PLAT OF � Z b o BLOCK 1 o �� OLD TOWN NORTH C3 30°21'45" 322 00;•,.. 170.64' S86°4927"W 168.65' � z z ® p O ® p TO REMAIN TRACT C� o , n e o , n C4 6 1949 657A0 72.59' S00 4245E 72.55° C5 12°15'48" 366.00' 78.34' N21°52'17'W 78.19' ti O cp+ ® ,0 C6 16°22'57" 366.00' 104.65° N07°32'54"W 104.29' co 60° oCV) c-' 1 00 �+ °°I r-+ C7 57°46'59" 25.00' 25.21' S61 06'31"E 24.16' rn rs cn OD o ® c� �I ® M-1 C$ 9*01,191, 25.00' 3.94' N85°29'20"E 3.93' C9 8°53'35" 25.00' 3.88' N85°33'12"W 3.88' 35.00' 22.00' 22.00` 22.00' 22A0' 35.00' � C90 56°29'S0" 25A0' 24.65° S61°45'05'W 23.66' fe w (- ­1- - - -N89°21'26"W 158.00' - - U � I -�- �S89°20'S7"E TEMPORARY TURN-AROUND EASEMENT ® M-2 C11 28°38°46" 336.00' 167.99' S13040'49"E 166.24' 20'EMERGENCY ACCESS TRACT 149.33' r,I PER PLAT OF OLD TOWN NORTH 3 ( j &UTILITY EASEMENT -4 VACATED BY THIS PLAT � � O ' N89°1703 VY 6600 A�&�JE ( ~ C12 3°40'36" 572.00' 36.70' N08°25'S1"W 36.70' 11 826 sq.ft. Nag°21'1s°w - J . z - - - - - -n -r - 90, C13 0042'35" 572.00' 7.09' N10°37'27"W 7.09' 2.085 ac. 53.27` EASEMENT LINE " Pm 2 20'SEWER LINE EASEMENT I I ® - - - - - - - - C14 4°01'18" 572.00' 40.15' N16°41'43"W 40.14' EXISTING EASEMENT LINE PER PLAT OF OLD TOWN NORTH C15 1°25'31" 572.00' 14.23' Ni9°25'08'4V i4.23' I n L3(TIE)_ VACATED BY THIS PLAT I L4(TIE)_- I S89°21 0E EXISTING EASEMENT LINE ------ _ VACATED BY THIS PLAT C16 3042'20" 572.00' 36.99' N12°49'54"W 36.99' LOT 2 3_ -- S89°21`26"E 57.00' S89°21'26"E 57A1' �-4 BROOKS MINOR SUB. ' � LOT �ZD ° o RIGHT-OF-WAY C17 9°4645" 616.48' 105.22' S12°18'58"E 105.09' 1468 sq.ft. 04 � LOT � EXISTING RIGHT-OF-QUAY C18 0°05`50" 16077.99' 27.31' S03°37'59W 27.31' q 1482 sq.ft. _ _ o N89 21 26 W 67.01' - W H U Uj � BOUNDARY LINE ! o ® N89°21'26"W 57.00' � ° n- b _ _ LOT LINE W � ® 3° � i 1 (6 o Q p o U® q N O IA® R I ,. : N LOT 2 N �, (N LOT 2 �, �, - SECTION LINE I w 1254 sq.ft. n' 1254 sq.ft. �' o 2 (45 PUBLIC ROW . max- 100 YR FLOODPLAIN LINE i i$9°21'26" 57.oQ' 10 � ° „LU z6 co O PER OLD TOWN NORTH) N89 2126 W 57.01 M {® 500 YR FLOODPLAIN LINE ! c� c� rn � o °� LOT 3 o M � O Q M � @- d i .LINE TABLE LINE TABLE o N N o o N LOT 3 N o co SET 18"#4 REBAR w11"BLUE TRACT A 1254 sq.ft. n' 1254 s .ft. n' ® ® © PLASTIC CAP,PLS 3s47o �,� i q co �vj LINE LENGTH BEARING LINE LENGTH BEARING I ° w E- ® `°� !13 FOUND PROPERTY CORNER N89 2126 W 57.0Q 0 w S89°21'26"E 57.01' � L1 25.74' N53°42'58"W L21 16.31' S740 38'55"W ! �. �- M-34 MONUMENT AS DESCRIBED L2 15.00' N00°38'34"E L22 19.91' N00°38'44"E N `" LOT 4 '6 U¢ ® LOT 4 FOUND SECTION CORNER �' ! N Z W CO cfl 9'UTILITY EASEMENT ° - cv �E ¢� I 1496 sq.ft. w L1 1482 sq.ft. N MONUMENT AS DESCRIBED L3 34.88' N89 22 44"W L23 19.98' S0fl°49'00"W �\ cs a � 00 M _ 1y� p q PER PLAT OF L4 29.99' S89°21'26"E L24 33.31' N90°00'00"E N89°21'26"1N 57.00' LU N89°21'26°°VU 57.01' _- OLD TOWN NORTH FLOOD ZONE ARROW ! LU w TO REMAIN M-33 I LS 34.78' N89°22'42"W L25 35.27' N90°QO'00"W ( 0)Lu TRACT A S89°21'26"E J UE UTILIT`f EASEMENT I m i TRACT A 1. M 9.01, L6 32.10' S76°28'28"W L26 30.45' S00°37'16"W LO m y S00°3834"w S89021'26"E 57.01' ROW RIGHT OF WAY ®� L m 255.04' C-�+ -32 w I m ° ° " t� Cc z _ S89 2126E 5T00 I a b -� � It- I ° , „ , L7 31.92' N89 22 44'W L27 9.06' N82 41'31 W E o L®T 1 p RP!VATE ACCESS,DRAINAGE& --_ - O N E W o� I a; I N AD&UE UTILITY EASEMENT L8 33.49' N89°22`44"W L28 9.35' S87°29'50"W d U �< ® t- n 1482 sq.ft. s$s°2z44"E ,�; LOT 1 I t - 22 -; N '� �'' L9 12.00' S00°38'34"W L29 84.88' S02°30'10"E 25.00' _ 1468 �q.ft. N I O ! I t I N89'21'26"W 57.01' U M_31 Z L10 12.86' S530 31'27"E L30 6.73' N87°29'S0"E ° ° „ ° O z I ( S89 2126E 57.00. N00 38 34'E o j 0 o ° b ��381.52' ni L®T 2 � � L11 9.97' N59 49'26 E L31 9.06'LOT 2 ® o C6 1254 sq.ft. cv o 0 ! ( c�i _ c6 q co F- L12 25.00' N89°22'44"W L32 11.29' S30°17°26"E ywfi, I 1 -o 1254 sq.ft. ® N$9°21'26"W 57.01' �- r _ _j L13 28.31' N890 22'15"W L33 9.76' S59°42'.W K S89021'26"E 57.00' ttl ® LOT 3 p M-30CIJ ® L14 43.04' N66°06'09"W L34 9.08' S27°56'02'E i Ill �? o �,'It `�' 1254 sq.ft. Nco „ N LOT 3 � ? 00 - L15 33.63' S62°21'28"E L35 6.29' N59°42'34 E N 1254 sq.ft. "' ° _ r I N ® N$9 2126 W 57.01 o L16 13.47' S79°23'17"E L36 17,04' S30°17'26"E o L17 19.37' N12 24'08 E L37 15.60' S27 56 02 E ® S89°21'26'E 57.00' a ® LOT 4 ® 30 0 30 60 90 Feet p N N L27 TIE ! ( z .o � o Cl) N 1254 sq.ft. N (TIE) LOT 1I N LOT 4 i q L18 19.89' S03°54'23"W L38 9.08' N54°18'45"E z Z 0 N N F.ND#4 REBAR ( IN U.S. SURVEY FEET ) ! 1254 sq.ft. � � .�..' q I N89°21'26"W 57.01' WIYPC,LS 38106 n BROOKS MINOR SUB. I i I M-28 1 inch = 30 ft. L19 4.48' NO2°37`04'E L39 6.33' N00°46'41 E c L28 o Delte= 96008°51 B0 L20 7.39' N31°48'21"E L40 149.51' N89°13'18"W S89°21'26'E 57.00' LOT 5 0 , i p 4 I R=8.00' L=13.42' j LOT 5 I N ° 1482 sq.ft. N Dir= S43°43'00°"�i N 149b ft. N I N89 2126 W 57.01 I I q. �6 t��>v� L19(TIE) Chard= 11.90' M-27 L5(TIE) I I -- -- -I--- ° + FND#4 REBAR f 1 N�89 21261� '7.00 \ WNPC,LS 38106 1 ! F- 0 25'SANITARY I \j - - - -C8 PER PORTION OF UTILITY EASEMENT OF OLD TOWN NORTH I SEWER EASEMENT L24 Y 1 I TRACT A VACATED BY THIS PLAT(HATCHED) 24'EMERGENCY N crj ! I AD&U1 ACCESS& `� o ° t° 0 LL 1 " I i S02 3010E 66.88U. I 90,82b sq.ft. UTILITY EASEMENT �� � yT I I TA R i FND#4 REBAR , I 2.085 ac.P _.._9- - L25 °'' �u�Lrc 100-YEAR Gq0 - W/YPC,LS 381.06 ���® Uj r FLOODPLAIN 1 500-YEAR Ucs Delta= 79°25'34" PER OLD TOWN NOS r H ). 0 W FLOODPLAIN R=8.00' L=11.09' N90°00'00"E 57.00- 1 Lzo(TIE) Dir= S43°29'47"E ---- (TIE}-1. I I I N86°55'25°E 57:00' Chard= 10.22' Uj I o oI I 1 LOT " I L30 i�I" FND#4 REBAR I ( ' 1995 sq.ft. ' M I ( � LOT 1 � WIYPC,LS 38106 t I S00°3834"w eD �` M-34 UNPLATTED ' 1 I 79.61'� I N 1640 sq.ft. L31(TIE) �I °e©oo. F 0_ N9Q 0000E 57.0Q p o n LdC OWNER: BOWL FORT COLLINS LLC ; ( ° n O p $$6 5525 W 57.00, U { O p ; p p ®fly' S • '� b�.r. ! o Lb T 2 N LOT 2 cv `O°�r ( m "' 1254 sq.ft. `„ w cli N 1254 sq.ft. N M-33 P a ' I ' N90000'00"E 57.00' o �, a 38470 !L ® S$6°55'25"Utz 57,09 LOT 0 p M-32 %tV p O LOT� N a c ! 1254 sq.ft. h U) �e ! o 1; z N 1254 sq.ft. ��At LAN© N9o°00'oo"E 57.00' I ! S86055'25W 57.00'ao o tx Sheet I I N L®T'4 N I o LOT 4 N r M-31 I i N 1254 sq.ft k N N 1254 sq.ft. N 6 l Robert C.Tessely Colorado Registered Professional Land Surveyor No.38470 For and on behalf of Northern Engineering Services,Inc.