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Document Markups - Subdivision Plat - 01/14/2025
POLESTAR VILLAGE FILING NO . 1 A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITE" OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO STATEMENT OF OWNERSHIP AND SUBDIVISIONS ATTORNEY'S CERTIFICATIONi. KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNER(S) OF THE FOLLOWING DESCRIBED LAND: 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 A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, ARE DULY AUTHORIZED SIGNATORIES COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 COMMENCING AT THE WEST QUARTER CORNER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN; AUTHORIZED BY SECTION 2.2.3(c)(3)(f) OF THE LAND USE CODE. THENCE ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, S89'07'36"E A DISTANCE OF 1,584.31 FEET; ATTORNEY: THENCE ON THE WESTERLY LINE OF MOUNTAIRE SUBDIVISION RECORDED IN BOOK 1770 AT PAGE 599 IN THE RECORDS OF THE LARIMER COUNTY CLERK, j W MULBERRY ST N00'00'52"E A DISTANCE OF 206.04 FEET, TO THE POINT OF BEGINNING; ADDRESS: THENCE DEPARTING SAID WESTERLY LINE, THE FOLLOWING THREE (3) COURSES: 1. N68'10'45"W A DISTANCE OF 42.86 FEET; REGISTRATION NO.: 2 2. S84'28'14"W A DISTANCE OF 155.34 FEET; lu r 3. S43'11'24"W A DISTANCE OF 54.84 FEET, TO A POINT ON THE NORTHERLY LINE OF THAT PROPERTY DESCRIBED IN BOOK 1069 AT PAGE 267; r t <z , F "/ I` ACCEPTANCE CERTIFICATE THENCE ON SAID NORTHERLY LINE, N46'48'36"W A DISTANCE OF 21.99 FEET; ORCHARD PIL W THE DEDICATION OF DITCH EASEMENTS ARE HEREBY ACCEPTED BY PLEASANT VALLEY AND LAKE CANAL. THENCE CONTINUING ON SAID NORTHERLY LINE, N72'46'36"W A DISTANCE OF 85.97 FEET, TO A POINT ON THE EASTERLY LINE OF THAT PROPERTY DESCRIBED IN ® <Ye THE QUIT CLAIM DEED RECORDED UNDER REC. NO. 20200110192; Q CO� ��` ¢ PLEASANT VALLEY AND LAKE CANAL J THENCE ON SAID EASTERLY LINE, NOO'00'19"E A DISTANCE OF 17.51 FEET; w IL \� t BY: > m THENCE ON THE NORTHERLY LINE OF PROPERTY DESCRIBED IN THE QUIT CLAIM DEED RECORDED UNDER REC. NO. 20200110192 AND THE NORTHERLY LINE OF 0 TITLE: THAT PROPERTY DESCRIBED IN THE QUIT CLAIM DEED RECORDED UNDER RECEPTION NO. 20210059013, N78'54'38"W A DISTANCE OF 192.76 FEET; co Y STATE OF THENCE CONTINUING ON SAID NORTHERLY LINE, N53`11'08"W A DISTANCE OF 130.42 FEET, TO A POINT ON THE EASTERLY LINE OF THE SECOND REPLAT OF W ELIZABETH ST COUNTY OF SS SCENIC VIEWS, P.U.D. RECORDED UNDER RECEPTION NO. 98027263; CITY OF r THENCE ON SAID EASTERLY LINE, N28'39'08"W A DISTANCE OF 321.27 FEET; i THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20 - THENCE CONTINUING ON SAID EASTERLY LINE, N26'43'08"W A DISTANCE OF 57.01 FEET., �� BY AS OF PLEASANT VALLEY AND LAKE CANAL. THENCE CONTINUING ON SAID EASTERLY LINE AND IT'S EXTENSION, NOO'00'28"W A DISTANCE OF 658.99 FEET, TO A POINT ON THE NORTH LINE OF THE j �J NAME TITLE WITNESS MY HAND AND OFFICIAL SEAL SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 16; r' MY COMMISSION EXPIRES: THENCE N00'00'28"W A DISTANCE OF 141.23 FEET, r NOTARY PUBLIC THENCE S89'08'59"E A DISTANCE OF 15.21 FEET, TO A POINT ON THE SOUTHERLY LINE OF THE PLAT OF LOCUST GROVE THIRD FILING RECORDED UNDER f RECEPTION NO. 19335; SURVEYOR'S STATEMENT, THENCE ON SAID SOUTHERLY LINE THE FOLLOWING THREE (3) COURSES: I, DEREK LEE VAGIAS, A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS SUBDIVISION PLAT WAS PREPARED FROM AN 1. S89'08'59"E A DISTANCE OF 359.67 FEET; ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WERE FOUND OR SET AS SHOWN, AND THAT THE FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. 2. SOO'13'10"W A DISTANCE OF 30.04 FEET; 1 3. S88'40'58"E A DISTANCE OF 170.00 FEET, TO THE WESTERLY LINE OF THE PLAT OF LOCUST GROVE SECOND FILING RECORDED UNDER RECEPTION NO. r/_ W PROSPECT RD 897435; DEREK LEE VAGIAS � COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR #38578 THENCE ON SAID WESTERLY LINE, SOO'49'37"W A DISTANCE OF 110.00 FEET, TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE ��� NORTHWEST QUARTER OF SAID SECTION 16; 1 THENCE CONTINUING ON SAID WESTERLY LINE, S00'51'45"W A DISTANCE OF 30.00 FEET, TO THE SOUTHERLY RIGHT-OF-WAY LINE OF ORCHARD PLACE A5 APPROVED AS TO FORM, CITY ENGINEER SHOWN THE PLAT OF LOCUST GROVE SECOND FILING; VICINITY MAR THENCE ON SAID SOUTHERLY RIGHT-OF-WAY LINE, S89'07'37"E A DISTANCE OF 261.10 FEET, TO THE WESTERLY LINE OF MOUNTAIRE SUBDIVISION RECORDED IN SCALE:1"=1000' BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO ON THIS DAY, BOOK 1770 AT PAGE 599; THENCE ON SAID WESTERLY LINE, SOO'00'52"W A DISTANCE OF 1083.81 FEET, TO THE POINT OF BEGINNING. MAINTENANCE GUARANTEE, CITY ENGINEER V WHICH ABOVE DESCRIBED TRACT CONTAINS A CALCULATED AREA OF 893,493 SQUARE FEET OR 20.5118 ACRES, MORE OR LESS THE OWNER HEREBY WARRANTS AND GUARANTEES TO THE CITY, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COMPLETION AND FIRST ACCEPTANCE FOR THEMSELVES AND THEIR SUCCESSORS IN INTEREST (COLLECTIVELY, "OWNER") HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE MAINTENANCE AND REPAIR OF THE IMPROVEMENTS TO BE SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS SHOWN ON THIS PLAT TO BE KNOWN AS POLESTAR VILLAGE FILING NO. 1 (THE "DEVELOPMENT"), SUBJECT TO CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH U ALL EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. THE RIGHTS AND OBLIGATIONS OF THE PLAT SHALL RUN THE CITY LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS APPLICABLE. THIS GUARANTEE APPLIES TO THE STREETS AND ALL OTHER PLANNING APPROVAL, x WITH THE LAND. APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS-OF-WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, 1 �� ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES THE CITY OF FORT COLLINS, COLORADO REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT. � \ CERTIFICATE OF DEDICATIONe ON THIS DAY, f ,w THE OWNER SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL CONSTRUCTION STANDARDS, THE OWNER DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO (HEREAFTER "CITY"), FOR PUBLIC USE, FOREVER, A PERMANENT SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE OWNER SHALL ALSO CORRECT AND REPAIR, OR CAUSE TO BE " V �J RIGHT-OF-WAY FOR STREET PURPOSES AND THE EASEMENTS AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT (1) ACCEPTANCE BY CORRECTED AND REPAIRED, ALL DAMAGES TO SAID IMPROVEMENTS RESULTING FROM DEVELOPMENT-RELATED OR BUILDING-RELATED ACTIVITIES. IN THE EVENT THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DEDICATED, AND (2) ACCEPTANCE THE OWNER FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES" 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 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 (1�(, �Sk !U'� PROVISIONS OF THE MAINTENANCE GUARANTEE HAVE BEEN FULLY SATISFIED. THE STREETS DEDICATED ON THIS PLAT ARE THE FEE PROPERTY OF THE CITY 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 PROVIDED IN SECTION 31-23-107 C.R.S. THE CITYS RIGHTS UNDER THE EASEMENTS INCLUDE THE RIGHT TO INSTALL, OPERATE, ACCESS, MAINTAIN, REPAIR, OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE OWNER. �U r RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS CONSISTENT WITH THE INTENDED PURPOSE OF THE EASEMENTS; THE GENERAL NOTESi LI RIGHT TO INSTALL, MAINTAIN AND USE GATES IN ANY FENCES THAT CROSS THE EASEMENTS; THE RIGHT TO MARK THE LOCATION OF THE EASEMENTS WITH REPAIR GUARANTEEi SUITABLE MARKERS; AND THE RIGHT TO PERMIT OTHER PUBLIC UTILITIES TO EXERCISE THESE SAME RIGHTS. OWNER RESERVES THE RIGHT TO USE THE 1. PER C.R.S. 18-04-508, ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND MONUMENT OR EASEMENTS FOR PURPOSES THAT DO NOT INTERFERE WITH THE FULL ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE OWNER DOES HEREBY AGREE TO HOLD THE CITY ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR. MAINTENANCE OF ITS OWN IMPROVEMENTS AND FOR REPAIRING ANY DAMAGE CAUSED BY ITS ACTIVITIES IN THE EASEMENTS, BUT BY ACCEPTANCE OF THIS HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS TO BE / DEDICATION, THE CITY DOES NOT ACCEPT THE DUTY OF MAINTENANCE OF THE EASEMENTS, OR OF IMPROVEMENTS IN THE EASEMENTS THAT ARE NOT OWNED BY CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT, FROM ANY AND ALL CLAIMS, DAMAGES, OR DEMANDS ARISING ON 2. PER C.R.S. 38-51-106, ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY rEET. ONE METER EQUALS 39.37/12 U.S. SURVEY THE CITY. OWNER WILL MAINTAIN THE SURFACE OF THE EASEMENTS IN A SANITARY CONDITION IN COMPLIANCE WITH ANY APPLICABLE WEED, NUISANCE OR ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN; AND THE OWNER FURTHERMORE COMMITS TO MAKE FEET, EXACTLY ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY." OTHER LEGAL REQUIREMENTS. 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 3. PER C.R.S. 13-80-105, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT !N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST EXCEPT AS EXPRESSLY PERMITTED IN AN APPROVED PLAN OF DEVELOPMENT OR OTHER WRITTEN AGREEMENT WITH THE CITY, OWNER WILL NOT INSTALL ON THE DESIGN AND/OR CONSTRUCTION DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL AS DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEJ BE COMMENCED MORE THAN TEN YEARS FROM THE EASEMENTS, OR PERMIT THE INSTALLATION ON THE EASEMENTS, OF ANY BUILDING, STRUCTURE, IMPROVEMENT, FENCE, RETAINING WALL, SIDEWALK, TREE OR DEFECTS CAUSED BY OR CONSISTING OF SETTLING TRENCHES, FILLS OR EXCAVATIONS. DATE OF THE CERTIFICATION SHOWN HEREON. 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 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 4. THIS LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JR ENGINEERING, LLC TO DETERMI E OWNERSHIP OF THIS TRACT, VERIFY THE DESCRIPTION OBSTACLES, THE CITY MAY REMOVE SUCH OBSTACLES WITHOUT ANY LIABILITY OR OBLIGATION FOR REPAIR AND REPLACEMENT THEREOF, AND CHARGE THE TO THE OWNER OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN SHOWN, VERIFY THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS, OR,4�RTF- EASEMENTS OF RECORD. FOR ALL INFORMATION 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 EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF REGARDING EASEMENTS, RIGHTS-OF-WAY OR TITLE OF RECORD, JR ENGINEERING, LLC RELI Lfp N TI OMMITMENT NO. FC25190115-3, PREPARED BY THE OBSTACLES OR ANY OTHER PROPERTY TO WHICH THEY ARE ATTACHED. COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER WHATSOEVER ON PRIVATE PROPERTY. ANY AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, EFFECTIVE DATE OF AUGUST 30, 2 1 AT 00 P.M. ND TITLE COMMITMENT NO. FCC25190596, ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF THE OWNER. I FURTHER WARRANT THAT I HAVE THE RIGHT TO PREPARED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, EFFECTIVE DATE OF ULY 23, 2021 A 5:00 P.M. THE RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITY's AGENTS, LICENSEES, PERMITTEES AND ASSIGNS. CONVEY SAID LAND ACCORDING TO THIS PLAT. 5. BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 16, ORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL NOTICE OF OTHER DOCUMENTS MERIDIAN, BEING MONUMENTED AT THE WEST END BY A 3-1/4" ALUMINUM CAP STAMPED "PLS 20123 1987" IN A RANGE BOX AND AT THE EAST END BY A OWNERi 3" ALUMINUM CAP STAMPED "PLS 20123 1989" IN A RANGE BOX, BEARING S89'07'36"E AS REFERENCED TO COLORADO STATE PLANE NORTH ZONE. ALL PERSONS TAKE NOTICE THAT THE OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT WHICH CREATE CERTAIN RIGHTS AND POLESTAR VILLAGE HOLDINGS, LLC OBLIGATIONS OF THE DEVELOPMENT, THE OWNER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS 6. THIS SITE IS NOT WITHIN A DESIGNATED F.E.M.A. FLOODPLAIN, AS DETERMINED BY THE FLOOD INSURANCE RATE MAP FOR LARIMER COUNTY, COLORADO, MAP CONSTITUTE PROMISES AND COVENANTS THAT, ALONG WITH THE OBLIGATIONS UNDER THIS PLAT, RUN WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE NUMBER 08069CO960F, EFFECTIVE DATE DECEMBER 19, 2006. PORTIONS OF THIS PROPERTY ARE IN THE CITY-DESIGNATED CANAL IMPORTATION FLOODPLAIN BY: DATE: AMENDED AND FLOODWAY AND MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. (NAME) (TITLE) 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 7. THERE SHALL BE NO PRIVATE CONDITIONS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE INSTALLATION OF RESOURCE CONSERVING EQUIPMENT STATE OF �Ss. EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. OR LANDSCAPING THAT ARE ALLOWED BY SECTIONS 12-120 - 12-122 OF THE CITY CODE. COUNTY OF 8. THE PORTION OF THE EASEMENTS DESCRIBED IN THE DOCUMENTS RECORDED IN BOOK 1215 AT PAGE 493 AND RECEPTION N0. 88000344 LYING WITHIN THE RIGHT-OF-WAY DEDICATED WITH THIS PLAT WILL SELF-EXTINGUISH. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY AS OF POLESTAR VILLAGE HOLDINGS, LLC, THIS DAY OF 20� APPLICANT/OWNER POLESTAR GARDENS, INC MY COMMISSION EXPIRES WITNESS MY HAND AND SEAL TRACT TABL& ATTN:PO BOX 715 2715 L GORNIK 82 NOTARY PUBLIC Tract AREA (SF) USAGE OWNERSHIP MAINTENANCE FORT COLLINS, CO 80521 141 Ld �G A 244,357 ACCESS, DRAINAGE, LANDSCAPING, MAINTENANCE AND UTILITY EASEMENT HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION P-808.443.9956 �Nrr I , C✓ / 1��' B 235,509 ACCESS, DRAINAGE, LANDSCAPING, MAINTENANCE AND UTILITY EASEMENT HOMEOWNERS ASSOCIATION HOME OWNERS ASSOCIATION ENGINEER S� C I 32,676 LEASANTVALLEY LAKE AND CANAL DITCH COMPANY ACCESS, MAINTENANCE AND OPERATIO HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION TA JR ENGINEERING, LLC� G� .�- ATTN: JOEY FRANK, PE JOB NO. 39797.01 � � � 2900 SOUTH COLLEGE AVE, SUITE 3D �� 1L�• Cf� �f�� FORT COLLINS, CO 80525 NO E�4�BER tJ, L�'0�q- �(' I W' rr + �r'Sum NOTICE PN303.267.6232 SHEET 1 OF 4 JFRANKOJRENGINEERING.COM ( ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND ACO � RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE SURVEYOR ,I PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY ,�+ THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, JR ENGINEERING LLC J-R E�TLTINE'��''R NG THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF ATTN: DEREK VAGIAS LT FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR 7200 S. ALTON WAY, SUITE C400 A Westrian Company RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CENTENNIAL, CO 80112 CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS P-303.267.6218 PUBLIC STREETS OR DRIVES. DVAGIAS@JRENGINEERING.COM Centennial 30a-740�9393 • Colorado Springs 7V=593-2593 Fat Collins 970--491--9888 • www�rengineerir)g.com POLESTAR VILLAGE FILING NO . 1 A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SEE SHEET 3 _ _ i _ 40.00' L1(T1E) SEE SHEET 3 N47'01'35"`�.f/ 1 / }/ times. f f 38 -- - - 9.85J o 0 o I E "r \ •p`L /L1$(��`` - fix,, 6,732 SF 6.59' so.s1' 84.34' C Q 0 I I 11) I I TRACT A LOT 30 � 0.1545 AC I ►n" !� w I r7 5 357 SF X / � E2 N 89'59 0$ W 171.75 04 (b c6 CO� " \ � � .. f, � � 41 N �I � ,,,� I 5.6097 AC ACCESS & ��0 4.56' „ 'I�Q1 f f 38S?Og�ly �6'�,RSA , ,�q��O cq 0 2,400 SF a I� I I ACCESS, I I "ram EMERGENCY \ 'r`Zd \ '` ' r20 r'/ f �� } ��� o0 0.0551 AC o I iv I ' LANDSCAPING, a rm ACCESS © o / N66 / " r(,� h%KK z " z i I o I I ob MAINTENANCE EASEMENT \ y I AND UTILITY o ai i N27'S0 51 E s:. ^� S89`59 0$ E I aQ y� Qrn\ , 4.00 `S9. � 40.00' I o I EASEMENT N62'09'09"W �y 7.50' S8959'08"E 70.00'I I z - r� 16.00' tr rZ UTILITY ' "i ems - r ' " ' 2fi7547 W 0 42 � r✓ � N62'09 09 W I I I 1" EASEMENT " LO TRACT A o� 36.48 ¢ 1,900 SF RACT C '�= 244,357 SF N62'09'09"W 0.0436 AC I N as �I I 32,676 SF 5.6097 AC �^+ N27'50'51"E 16.00' N 70.00' I , I I LOT 34 0.7501 AC ACCESS, DRAINAGE, ' " `Ssr 38.00 TRACT A a 43 f� _ LANDSCAPING, �4 L�8517 42 ©t, ,;� o to 1,901 SF I� >' MAINTENANCE AND �'�. R=38.00' 5.609 7 C 0 I r 36 5,6097 AC 0 r: 0.0436 AC r. A'S6w'�+tr UTILITY EASEMENT "� L=56.57' IV .45 ' " z N " N tK ' 1.3824 SF N62'09 09 W ACCESS DRAINAGE CH=51�49" L20(TiE) 0.3$24 AC $"" 19.00, LANDSCAPING, MAINTENANCE N$9`59'0$"W 70.00' S71`08 49 E S� AND UTILITY EASEMENT 10.00'-�- = S89'59'08"E 70.00' a ©sue 0 0 44 I = I I 35 x ,. F 8ps9, s r` 1,900 SF I N I I I ei 11,111 SF w N 0.0436 70.00' I 12.0' 12.0-I I �- rr 0.2551 AC 9� w N '�1� I w ti r ©. ? , '• in hd LO 18.0 17.0 0 o in 45 11n I F v try 7 1,901 SF I r S46*36'43"W � LD N50'29'16"W 0 r 0.0436 AC I n I I w "r u0i 20.14' Z N � 35.60 r �2, 8.87 N89`59'08"W 70.00' 00 rr ma`s' 1 p.00' 24 00' I I rr3 LOT 35 Go S89'59'08"E 94.00' W(TIE) S89'59'08"E 70.00' s ti S39'30'44"W I �- T`9� i tisr�. j, 19.88' , 7 I_ I I z w ON 3 ui ui Sq ao o 4 r: 1,900 SF I cn ,tK to LLJ0.0436 AC o 0' I I `` W tn . u) U) _ 47 I En� CDt.J © T 1,901 SF I ir3 I I w Q LOT 1, BLOCK 1, Ss 9y 28.17' "� w o r 0.0436 AC I r I c THE SECOND REPtAT OF �sti3 1� '��` ��?• o �� N8q•3p'44"E iv 4$ 4v z "r I N I I SCENIC WEWS, P.U.D. {) cP- D 'F o 8,648 SF a N89'59'08"W 70.00' I REC. NO. 9802726J 841 FOUND 1--1/4 ORANGE PLASTC CAP o 0.1985 AC o I I MOUNTAIRE 5UBDI14SION 00 o G-90'00'00" I I I I 1�90'00'00" BOOK 1770, PAGE 599 ��. S795a' " z U) UTILITY R=25.00' { II I R=25.00' 4a E 60.5 , EASEMENT L=39.27' 1 1 L=39.27' ¢ 29'17" CFI=35.36' / 11 CH=35.36' S83• S89'S9'08"E N45'00'52"E / I S44'59'08"E � E 72.04' 45.D0' _ N S - - i I I I \ L2 LOT .36cc / o' N7B;5¢ �q�%2OLf!4' `---_ SO57.'e g Y N89'59'08"W 94.00' I © I Q �6j• 7g FOUND 1-1/4 BLUE PLASTIC CAP ,� 0 0 o u7 STAMPED.•LS 38470 0 I 0 0� LO I I I o O LO N OIN N78. y ~, ~p`` S63, FOUND 1-1140 &OFPLAST/C CAP ZL ----- - -- ----- -LL_ - _ � N UNPLA TTE 54 38 W 192 7S' N00 D0'6" 3�46. STAMPED.•LS 38470 N89'59'08"W 124.00' ACCESS & EMERGENCY EMERGENCY N4648'36"W ACCESS EASEMENT ACCESS EASEMENT NW COR. SEC,16, T7N, R69W �} qNp�'QNT l�q 27.76' / 2-1/2 AL UMINUM CAP `- '`IkE �, ��Ey POINT OF / STAMPED. PLS 24307 2005 N��¢5,-3�,. "1L 5�9� p BEGINNING IN A RANGE BOX i I UNPLA TIED ND0'0O'19"E �3�y; `�p �� S84 ' „ZS 14 W 155.34 N6$'10 45 W 17.51' ,\� ti`1� \ 42.86' N72• K \ � ! ""a' �U I � ���` I �3&*W $ ,� � � � ACCESS EASEMENT BY m KEY MAP 0r( 0a T T � s s. , sEr18 LONG NO. SREBAR I' I 97 \ SEPARATE DOCUMENT ` OQ ti WITH A 1.5" ALUMINUM CAP ' 38578 CJ - %K \ \\ � �I q t . STAMPED.JR ENG P(TYP/CAL) \ IC K 1� �- RL Sc-NTs ��; N4648'36"W \\ \ UNPLA rTED 21.99' UNPLA TTED o, 011D \ N LOT 39 lei � B B I 1 o LINE TABLE o I W LINE BEARING DISTANCE LEGEND 14 L1 S89'59'08"E 25.00' �� 1y SET 18" LONG NO. 5 REBAR 0 WITH A 1.5" ALUMINUM CAP I I L2 S89`59'08"E 5.00' ` " " I STAMPED JR ENG PLS 38578 L18 S75`05'46"E 39.18' l PROPERTY LINE I 3® 15 Q 30 I L19 S28`32'54"E 28.52' I 1 RIGHT-OF-WAY LINE I ORIGINAL SCALE: 1" = 30' I L20 N4636'43"E 2.45' I / - ------ - EASEMENT LINE / SF SQUARE FEET f f AC ACRES � / O BLACK NUMBER � f SOB N0. 39797.01 1-1/4" BLUE PLASTIC CAP o NOVEMBER 25, 2024 W EUZABETH Sr o f STAMPED LS 38470 SHEET 2 OF 4 POINT OF COMMENCEMENT S89107'36"E259083' W1/4 COR SEC.16, T7N, R69W SOUrH L/NE NW1/4 SEC.16,BASIS OF BEARINGS ,, R69W C1/4 COR. SEC.16, 77N, R69W jR ENGUiffiMNG 3-1/4" A UM/NUM CAP JN ALUMINUM CAP INAA RANGE BOX 123 1987 STAMPED.- 20123 989 Company A Westrlan Com an IN A RANGE 80X Untenrd 3M-740-M • Colorado Spr ngs 7S-59&-2593 Fat Collins 970-49�-M • wwwker>gineerrgc om POLES R VILLAGE FILING 1 NO . A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT OUNTY OF LARIMER� STATE OF COLORADO _ SEE SHEET 4 SEE SHEET 4 COLLINS,I - - - - UTILITY ACCESS & EMERGENCY '1 U � � i ��O UTILITY ACCESS & EMERGENCY CURVE TABLE CURVE TABLE EASEMENT Lo YR ACCESS EASEMENT - owl I O , EASEMENT ACCESS EASEMENT CURVE DELTA RADIUS LENGTH CHARD CURVE DELTA RADIUS LENGTH CHORD - - - - - � - - - - - - - _ - _ r - - - - - - - �- - -- - - - - -- -- - - - - - - - - - �- � - - - - - - - - _ _ _ r r n n r r n � - - - d• r -- - -�- - - ''�- - -r - - - -- - - - - - - -- C1 8'28 33' 36$.50' 54.51 S85'44 51 E 54.4fi C14 1'36 12 431.50 12.08 S32'2a 12 E 12.a8 �1po - - - WOKU LANE 0 1 0 11 t��- 0T o MELE LANE 1 LOT 2,3 o 00, I f S89'59 08"E 177.37' 0 j - - 1 TT - 00 o S89 59 08 E 218.87' �� 1 I `� C2 1'53'29" 3fi8.50' 12.16' S80'33'50"E 12.16' C15 1'36'33" 431.50` 12.12' S33'S6'35"E 12.12' / - - , 0 134.05' 10.00' N 0 1 32.33' 32.39' c� 0 0 C6 174.98' 10.00' r �� \ r� N � 11.50' C3 1`54'10" 368.50' 12.24' S78'40'00"E 12.24' C16 8'00'52" 431.50' 60.36' S38'45'17"E 60.31' 11.00 yi -11- L - - °D � �� 1 cl� s'' � 1+ `�- -� - S89'59'08"E 50.30' � S89°59`d8"E 50.30' _ - J �---� (}'� 1 ` 1 1� C4 17*15'18" 368.50' 110.98' S47'33'40"E 110.56' C17 14'13'20" 431.50' 107.11' S49 52'23"E 106.84' L- - - - - 25 15 25.15' 25.15' 25_15' \ 43.61' - - 25.15' 25.15' - -25.15'- 25.15' " ' " n ' MOUNTAIRE SUBDI VISION - � 0 0 G5 1'S6 03 368.50' 12.44 515'1fi'04"E 12.44 C18 3'34 46 431.50 26.96' S5$`46'26 E 26.95 00 8.73' �� �� 0 \ 0 0 0 0 0 0 BOOK 1770, PAGE 599 0 COO 0 0 G a, �. 1 (D 0 � COU r , , n r r n , , rr r C6 1'55'04" 368.50 12.33 S13'20 31 E 12.33 C19 1'35 37 431.50' 12.00 S61'21 37 E 12.00 0 0 w 1.6.1 CD 0 �-j l s rYA. j. \ w W �j , °r r s r n , r n r r n r N 9 10 N 11 `° 12 s ��\ v� �v`. \ 19 20 21 22 C7 4'16 02 368.50 27.45 S10'14 57 E 27.44 C20 1'35 37 431.50' 12.00 S62'S7 14 E 12.00 Ln r, r r n r r , r , rr 1,509 SF 1,509 SF 1,509 SF 1,509 SF � \ \ 1,509 SF 1,509 SF 1 509 SF 1,509 SF 0 0 - r o 0 o C10 3`37'41 431.50 27.32 S08'44`10 E 27.32 C21 5'20 07" 431.50 40.18 S66'25 06 E 40.16' P 0.0346 AC 0.0346 AC P 0.0346 AC 0.0346 AC N v �� �� \ P 0.0346 AC 0.0346 AC o 0.0346 AC 0,0346 AC o 0 0 LO L( 1 O O 0 , n r r > n r O o o \ �" W 1L t \ o O O C11 1'37 31 431,50 12.24 S11'21 46 E 12.24 LOT 24 z cn P , .a z z cn 0 `,��� a' �G \\ C12 1'38'07" 431.50' 12.32' S12'59'36"E 12.32' 25,15' 25.15' 25.15 25.15 V) a c� 25.15 25.15 25.15 25.15 z r n , , „ . � ��, \ , " - ,-- r " r CD Z C13 17'43'26" 431.50' 133.48' S22'40'23"E 132.95' �- N89`59 08 W 50.30 N89'59 08 W 50.30 \ �� \ N$9'S9 d8 W 50.30 N89'59 08 W 50.30 w TRACT B o EXIS77NG 100 YEAR FLOODPLAIN N00'00'52"E o �. ac,'. \ S 0� \ Sj, 235,509 5F ¢ PER CITY OF FORT COLLINS TRACT A, 60.00' „��,� �+\ s J,� �,�� \ O© ?S7 ? s 5.4065 AC 6' UTILITY10 q 2 v: \ S' ACCESS, DRAINAGE, V) V) EASEMENT THE SECOND REPEAT OF rb \ 0, �`'�, "s, L1.1(TIE) c�°' s0 LANDSCAPING, MAINTENANCE w w - SCENIC VIEWS, P.U.Q 25�� 1 $ `��\ o ,\\ s , c�c� - - _ - L6{TIE) r ,,�v ?s O AND UTILITY EASEMENT v v © T REC NO. 980272d3 j \ �, �� O° rS' ¢ ¢ I r S89'S9'0$"E 158.80'- - - - - - - - --��� 1 r ! �' 17 �+ a�`ra \ ` \\ ,�� 23 �� 2400' - _ _ - - - - - - - - - �- -,�yj �f'oarR g016 5 2� o � \ `sa \ ��1r 1,4$4 SF r - - - - 71.25'- - - - ' - - - - - -87.55' - - - - - - - I I� �J�� I w ap'csa a0. ��� \'ao, `` 0.0341 AC 24 �.'.� O I 12.0' 12.0' i 0 v \ p0 i , r! 1 I_ I I 112.0' 12.0'1 ' J Ln o \ o \ 18.0 1$.o f I 6 0 / O° 1,484 SF `'�� 0 1 w 1 1 ' I D ¢ N 9 O16 j o .6 �J',n 8.92' i f ji S h ° `�,, S89'S9 08"E 60.00 I � o to 1 Q I 18.0 17.0 I 0 w ? 0.0341 AC �� �• u' I f o 0 IV �q^� 15 �r pc,,`xp ao. rno n >�51�© \ trT ti 1� `�� O .9-5��,�' % � +'5�`� �` 7 , ¢ 27 1 36.40' f I ��`' r, I� I r 1 35.00' 5�5 0 f o �aa o ! 50 3 �o �� ? •� �� �`' ems,, I I w � 1 24.00 I I 14 0'� s �' o. G 2�+., ? �, Li 1,509 SF s, ,t+ a. > �3� > s, �l�\ srs' � N 0,0346 AC I I ;; 33 F� I 34 I I I 1 I LOT 25 p p / S©, T�\ SO 25 S© ' I N o 5,202 SF �0 1 6,391 SF o ti i� �-i- rn 2 13 �� p_j�, o©. y`�'-� 10.00` �, `�� / 0�0, \O'� F`\ `3©' 1,484 SF ©O c's `�0 60.00 I I o 0.1194 AC l0 1 0.1467 AG P I ¢I a, I I z uj / p �� 9 \ r 1 I o 0 0 1 r�1 ui I I w r',� a ,� © sT C� ,� 65 ,,y 5 �� �� ss s \ 0.0341 AC Gjg s. co Q, 2$ 1'rn cq 0 10 1 0 0 caw - - c�n �5. �� 12�i! \ © �� \ L10(TIE) o N I N 0 1 I I z cn cn 1 1 N I I cn 1,218 SF �, �B 56 0 > 11.14 y� boo• 0�� \\ yc�'jsS- 26 © a.0279 AC o ; 1 1 1 I I I -'�' I 1 w 0 i0 �q. i �`\ �, p \ 'S s Rom. 1,484 SF 0 60.00' I 1 I 1 ! L5 TIE N 1 w V w �' ' + 9 B 6 1 2 22 '� \ ��2 f pis \ c \ 0.0341 AC �© _ uNr 71.25' 87.55' ( ) I 6 1 m N �, 0o cs. 6' cP.\ s 2s g \ r' Cy, 2 9 b� "� I 1 - 0 cQ I w r7 ° , 0• 10.76' o 6+ � 3 p3 1 218 SF 4 o N89'59'08"W 158.80' _-�-. P1 1 c� O `L '1� c3` \ c� , O , \ N 1 N co c a 0� „�1 `� / ,�, �' '°i9 �, \ G'\ S \ �, a o ( ) I- I 0 I .- o 56376'S2"W 21 a s r 1 0 o I I L8 TIE 1 0 I 0 a 25.00' a. g�`� S� ,�� `L� �s a \ `L `40• �., `s s "1 0.0279 AC N 1 r; I C)6� O A \ '� o N o Z > q� 'S' g• .o S- �, z 60.00' cn I I I 3 z / S6� � > ' . Q'�s o. .�,n-c� rno �`1'�F1 `�'� ��,79``sd� `332 '�-�a. �`� h11 I n , r,�92'33'11°' / / 25� � 00 po_ Q' �sr�`,g7, ?�. 3Q I - S89'S9 08 E 60.0d S89'59'08 E 60.00 LINE TABLE R_38.o0' / > 2Q © fi \sue 4.11 tig 1,509 SF I o I a > o `" 5 61. 'y sz• vi 0.0346 AC ui o Ln O 1 0 1 1 I 0 LINE BEARING DISTANCE L-s1.38;- / ♦ ` y 19 a o © v 't 0 ? s s L9 TI\ 1 `L6 L6 1n a ! f a� 'o a. a' 0 Zia �,s O �s , rg s�3. ( ) c� cv o r� 3 2 n © 0 0 GH=54.92 / / o u j O ? z o rra T 1 T 1 1 r n / r'i3; a ;' .p z c0 •p , �0. 3`. ��,, •,Ss., 2� 1 ci Sri 1,549 SF Sri �n n; 35 0 3 L1 S89'59'08"E 25.00' S17'46 37 W 36,00' / / so+ a �a p, cr �� a. �� '�"�1 ,' Fs tiss Sg1 4� ` - Ln N1 0.0346 AC `V L 1,509 SF I N Ln 0 I 1 LOT 29 ?r• N89'59'08"W 60.00' UTILITY EASEMENT z� 6,�' vp 6 q5 ��' 2 Os g? Ss, 130„ r- _N I r TRACT B w 0.0346 AC 1 0 L5 S89'59 08 E 19.00 1 18.0 1 �, S S O• 6'' S 1 1 60.00 ,r, 235,509 SF 'cv N a I FOUND 1-114" 11a.0' � v`` � h� °o h� G3 Ts. \ t1 c `sF L'r`38 lc� i ' L7 TIE I 1 0 � 0 Ln1 31 �� ca 5.4065 AC � 60.00 � 1 L6 N00'00 52 E 9.71 BLUE PLASTIC CAP r 6' T36 S h"�' p� \ ,7 O s' I { �7 `n o 1,509 SF a ACCESS, DRAINAGE, 0 1n I 0 I STAMPED.•L5' J8470 1 ` p ro0• 5 43 a � 0 0.0346 AC a o f FO 1 0 0 �tb ` 00 �� yt) cH� ¢ 71 L6 1,509 SF I o I I L7 S89'59'08"E 12.00' \ \ \ o. �� +*�1 '\'0 h0' •ss 9' �64, I I z Ni cv LANDSCAPING, 0 N 0.0346 AC N o 1 MAINTENANCE AND z I cn 1 ©0 2 • 1 `� 0• 24 ? ?p sg S66' Q�,y `� I _ UTILITY EASEMENT I L(1 , n r ! L8 N89'59'08"W 12.00' ao. \4 \ 0 �ti \��\ 56 �� sa �� P 00 O° S' 9� 322 F E - , N89'S9 08 W 60.d0 N89'S9'08"W 60.00 a r, ACCESS & dry w\ 0° ?' h L15 TIE s F C3 IL - -- - - - - - - ---� - - - - - - - - - - - - - - - -- - - - - - - �^ -I� - - - - - L10 S47'20'26°'E 8.42' ` j' EMERGENCY \a. �- ��� °� h0 ( ) O C2 - - 1 U, \ �. �. ? ? 3a, , C1 9° UTILITY EASEMENT f s>, ACCESS \ \ '0`Z O' .Fr S� r p 142.74' - 12.d` 12.0' 38.50' r � \ \ �q34 � s js, ^� 25 s• L11 N51'03 59'E 10.18 �`� (=ASEMENT \ \ \ \ N6� 1,900 SF ��. ��©. �'Sh'1 •hh� �4q�' v 0,8 /'� Q�18'1706„ oo N89"59'd8"W 205.24' „ y \ ' sT \ \ \ 0.043fi AC F` `� '� 4� '� O C� rn 0 L15 N54'22 04 W 9.16' ,� \ rp_ TRACT A ^, a�„�� 26 O I` C79 12 .65, r 1 � �,. , z= 244,357 SF '` O h O C CHI ` L16 N01'15'39"W 1fi.47' c,! a, SET 18" LONG NO. 5 REBAR t\ 0 33 © 0 / 20 1271 p � WITH A 1.5" ALUMINUM CAP 0% 10 1,420 SF cp. 5.6097 AC ?s� �� �v h / ?g S%1`18 p0 W PLUM ST �� t STAMPED. ✓R ENG PLS 38578\ \ �, ACCESS, DRAINAGE, '�? S c f -__s� L17 S52'30'S5"E 42.85' 2 0.0326 AC s <v 0' N89'59'08"W 205.24' W PLUM ST �' LANDSCAPING, O , r�, "� O 0 2. �1 A: n -+ - - - 9'32'34 + (60' R.0 W. g O Cc, / 0/ L=6fi.62 154.74 50.50 L18 S75'05'46"E 39.18' \ \ \ r'�, �,\ 32 tr. MAINTENANCE AND 19,, ?s O' �hh �<v / / �� 0, i -6fi.54' 0 r?. / CH_ r BOOK 177D, PAGE 599 o\ 1,900 SF UTILITY EASEMENT BLS �s, tij tv <v / O°j `�/ / 4,4. S$5°12 50"E L19 S28'32'54"E 28.52' ^ \\ \\ gyp=,, lo. 0.0436 AC Ogp 0 Ss249 OsO, �� // // L20 N46`36'43"E 2.45' rri,ry,� 27 0 4S i.~. �`r / / ✓ 4, 5j1343¢gs y N89'59'08"W 205.24' L21 S33'00'57"W 11.44' �� -� \ \ p 6 �0 'E to �^ `�` 968 SF �`��, LD / / o/ '°� / / p,`1� E - , d�12',3()52' �� \ \ y \�: s\ S ,0?- ,s+ J / :� `� / / h / L_ 87.00' 9' UTILITY EASEMENT 55.74' 12.0' 12.0' 38.50' \9Z \ 1�0 �3 �'c#�. ry� h 20.0222 AC o / / ,�"� f / N04.19'23"W j � ' C 194.25' , _ - - - - - _ - - - - - - - - - - - - - - - - - - - !� - f L22 S47'14 17"W 10.72' z��, \ \9 N6 31 ^ $ �s �, / / / / H_94.06' �\ -c \C� a 1,900 SF ? �, �S' ry o� a. / 19.71' 2'5105,E f�=0'S2'3fi" I I w \ ry / / S8 12.0 12.0 z �p 968 Sr ti / / / r 0.0436 AC 0,0222 AC ,-�' �`t�� / "'S / ,� S00'00'52"W L=6.fi0' , N 18.0' 17.0' LOT 1, BLOCK 1, ©ECG �� \ \ \10.00 h h� / / 00' / / ,,4r 37 / 47.73' ri CH=6.60 ,r Ld o 35.00' F THE SECOND REPLA T OF F \ r'� N S? `� o �� 18 / 5,241 SF / A=2'31 45 S89'32 49 E ,n 0 w SCENIC WEWS, P.U.D. �pS �l \ \ \ �\ '610 1r420 SF `rcP. S?09' S �V ^ CVO / / 0 ltq p % 0.1203 AC / L=19.05' p 1_ I 1 MOUNTA/RE SUBDIVISION �o CH=19.05' S00'00 52 W cn N 1 24.00' 1 BOOK 1770 PAGE 599 REC. NO. 98027263 ` ` \ 09 ry / •0' / h °' / `� ' \ �' \ 2 0.0326 AC EY / /� (a h 39 !+ I O \\ r / / try ry �,/ �' S75'19 46 E 19.d0 7,434 SF 0 7,14 SF N89'59 08 W 30.74` 1 Ln KEY MAP \\ �c9. r�\ 29 I�38'21'29" �T�� 5' EASEMENT , , 0 n 0.1707 AG P '9.26' N89'S9 08 W u�I I « U vi z 1,900 SF R=38,00 `,�! / / / / S89'59'08"E 0 0.1652 AC ----- 1 1 (n z w w (n w 1 wc�0w 00 0.0436 AC L=25.44' / / / sr� / 5*� 2.67 0 ( ) j v ¢ cn� \ � 'l0• � it to 40.00' L1 TIE 1 \ \ C1 CH=24.97' / � / / / �A. // �tK S89'59'08"E N 's~ I 1 1 1 ¢ w \\ Z. \\ \\ `�W. �\ +'� �00 N47'01 `5�/ J/ -- / / tins• / 3$ 9.85' N o N o �] 0 1 I 1 1 I w �� \ \ 1�\ ©q'L >> >> l ��18�TIE� --- � � fi,732 SF 6.59' 0 80.81' 84,34' (0 LJ I ! rn I I TRACT A LOT JO 0.1545 AC N89'S9'0$"W 171.75' � !� I M �; 1 244,357 SF � N 41 04 1 0 1 00 ram, 1 1 5.6097 AC `\��N \\ \ \1`L© \ 4.56' > o'> -� 01 !/ ,ha S20y''l� f'6,,g,S� jbF' 0 2,400 SF o I 1 I 1 ACCESS, 19Dµ �\�'- ACCESS & �0 \ �' 2o'F. / , cy ry �, h n 0 a.0551 AC o I I 1 EMERGENCY > y� w I DRAINAGE, p ti`�. > 0 0 c�I ' LANDSCAPING, ® » Lo ACCESS o0 0 - N66 > �' ! ti� �g , h�� z S89`59'08"E z 1 1 o I MAINTENANCE EASEMENT \ O w > > N27'S0 51 E AS -29+ �`� 1 P AND UTILITY o > 40.00 1 0 r7 N62'09'09"W 2�� ' S89'59'08"E 70.00' 1 ` z i 1 EASEMENT - - 7.50 e ��� lis+\z UTILITY r ewr^� > �' 16.00' �y ���� �c3` EASEMENT r - e �� t� N62'09'09"W S44°35'47"W 0 in 42 f Un I I 36,48' 12.67' �"� r; 1,900 SF 17 � a� TRACT A oco TRACT C 244,357 SF �' N62'09'09"W N a.a436 AG !N co on (0 32,676 SF 5.6097 AC N27'50'51"E 16.00` N 7o.0a' I ! JOB N0. 39797.01 0.7501 AC s `' 38.00' 43 I NOVEMBER 25, 2024 LEGEND �' ACCESS, DRAINAGE, x� TRACT A a � SET 18" LONG NO. 5 REBAR \ tea_ LANDSCAPING, ho 4=85'17°42" ©,�- ;�" 244,357 SF 1 MAINTENANCE AND �>\. R=38.00' ,v� 0 = 1,901 SF 1 SHEET 3 OF 4 36 � p 5.6097 AC O r` 0.0436 AC r. 0 WITH A 1.5 ALUMINUM CAP t /¢c UTILITY EASEMENT K L=56.57' 16,657 SF `� , N62'09'09"W ACCESS, DRAINAGE, z N 1 N I I r � STAMPED "JR ENG PLS 38578" �` CH=51.49' 0.3824 AC ry , LANDSCAPING, MAINTENANCE N89'59 08 W 70.00 1 a I T L20(TIE) 19.d0 10,ov- , ti off' S71'08'49"E s� AND UTILITY EASEMENT r n TA PROPERTY LINE �`r s S89'59 as E 70.00 a 1 J-R ENGINEERING RIGHT-OF-WAY LINE (� �j 562, 30 15 0 30 1 a' 1 - - - - - - - - EASEMENT LINE ``, F, 0909, >\� 0 In r 44 I Ln 1 A Westrian Company SF SQUARE FEET �� 35 (90 ham' ORIGINAL SCALE: 1 = 30 N 1,900 SF I N 1 ,� 0.0436 AC I AC ACRES 11,111 SF s w 70.00' i 12.0' 12.0'I �Cent@nnd 303-740-9393 • Cdorado *ings !S-- -2593 0 BLOCK NUMBER R)rt COIIinS 970-491- WWW�f6ilglneefingwm SEE SHEET 2 POLES R VILLAGE FILING 1 NO . KEY MAP A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TA TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO � E LDT 24 LOT 22 LOT 21 O S89'08'59"E LOT 23 �!� C� 15.21' FOUND LOCUST GROVE,, THIRD FILING FOUND 2" YELLOW PLASTIC CAP REC NO. 19335 .. 1 STAMPED:LS 14823 1 RED PLASTIC CAP V O I STAMPED:LS 6839 �o p� ❑ S89'08'59"E 359.67' �U 6- -23' 6--0.00' - -60. -` -- -- 60.00'F --_ 60.00' �'UNPLATTED --"'- `- -" �- _ -_- ------ - -- -- ------ -- -- -- -- 6 - W _ � ° � � LQr 11, LOCUST GROVE, THIRD FILING -- - - I UTILITY o RE EASEMENT I REC. NO 19335 FOUND I ,O S00'13'10"W 6 UTILITY 2" YELLOW PLASTIC CAP I 30.04 EASEMENT ^ « STAMPED:LS 14823 S88'40'58"E 170.00' - - " Q o I I I �3Wg , o m TY `k Q � 01 1 Ira 23 4 5 1 3 I I EASEMENT- to I �u I 7,065 SF N 6,586 SF N 6 588 SF N 6 o I :✓ I O o �r 6,585 SF N 0 I 3 I 0.1622 AC h' 0.1512 AC �,� 6,589 SF N 7 572 SF I N } 0.1512 AC CN v ;ra ,� 0.1512 AC iv I 9 UTILITY �- qj I o 0 0.1513 AC 0.1738 AC I 0 N EASEMENT 1 c� O PO LOT 6 BLOCK 3 W R o © I cn o 0 0 �' © I 1 l o o LOCUST GROVE v LOT 7, BLOCK 2 _ 'oo I to 1 r :n I SECOND FILING LOCUST GROVE 1ii r o 8,572 SF I r REC. NO. 897435 `'' SECOND FILING O z I EASEMENT „ I c9' UTILITY �.� I 0,1968 AC 1 3 REC. NO 897435 oQW "� �� I S455223 W j I N m 1_- -- -- - ---- - - - --- -- -- --- - -1 J - c� S44'07,37 E cZ P21.21, 04 CN n ' ---- - ------ ^ `63.54' _60.00'_ -60.00' -_60.00°- _55.00'_60.00'_ (n 0 N89'07 37"W 358.54' - �` - - 589'07'37"E 95.06' 20' SANITARY SEWER EASEMENT .33' WATERLINE EASEMENT EA SEMEN T FOUND ORCHARD PL'n BOOK 1215, PAGE 493 REC NO 88000344 33' WA TERLINE REC. NO. 88000344 � NAIL & SHINER (60' R.D.W)' (SEE NOTE 0 (SEE NOTE ,¢�8) S89'07'37"E 543.14' (SEE NOTE ,#8) STAMPED.•LS 14823 PER LOCUST GROVE SECOND FfL/NG FOUND 202.77' - - - - - - - - _ R_EC NO 897435 200.00' -7 W ORCHARD PL 0 1-1/4" BLUE PLASTIC CAP ORCHARD PL 70.73' v 69.64' 30 0.01'45"W - (27' R.0 W.) STAMPED.•LS 38470 63' R.O.W. DEDICATED BY THIS PLAT FOUND o FOUND o i 30' R.O W. PER 1-f 4 ORANGE PLASTIC CAP FOUND 1-1/4' BLUE PLASTIC CAP o� MOUNTA/RE SUBDIVISION STAMPED.-LS 5028 1-1/4" BLUE PLASTIC CAP STAMPED:LS 38470 ,o i BOOK 1770, PAGE 599 N89'0 50.00 155.78` S89'07'37"E 555.00' STAMPED.•LS 38470 �yR 51,39 50.00 54.39' �sr. "� ` S89407'37"E 261.10' ~ - -- - - _ Off+ ry`L , 50.00 50.00' 50.00' 50.00' 50.00' 20.00' 50.00' 50.00' 50.00' 50.00' 50.00' 35.0D' © ! - -- - --- -- - - -- -� ��� � - ---- - - -- - -- -...._ _ -�- -- -- �-- -- -- - - - - -- - - - - - -- - - --- - --- - -- - - - --- - ---- -- -- -- p g J N 9' UTILITY 1 1.50' R.Q.W. r Z V�°� �\ EASEMENT o I 1.50' ` ,o o I I- 9 UTILITY DEDICATED BY 9' UTILITY 1 0 o o EASEMENT 0 I I THIS PLAT EASEMENT b lc�jy� A so 01 I� ��� of o c� r7 1 ;r, 2 o z I; b o' o a o 4' N © w 1 0 o 0 0 0 �Gb o i� b �. Z 4,500 SF 4,895 SF M 2 I N o 2 0 3 4 OUTLOT A o w V N i� W 4,500 SF o� o 0 0 6 5 6 7 $ o 1 J cn 0.1033 AC I"�N� 4,500 SF a� 4 500 SF rn a� o \ 0.1124 AC I < I 0.1033 ACC 41500 SF rn 4,500 SF 4,500 SF rn 4 500 SF 4 500 SF NI 0 0 ¢ � 0.1033 AC 4,500 SF rn 4,500 SF rn , 0.1033 AC 0.1033 AC 0.1033 AC 0.1033 AC 0.1033 AC 0.1033 AC 0.1033 AC 0.103 j AC QI � k o 0 6 z 10 00YR , o $ 6' UTILITY I M I z 1 EASEMENT I J cn 1 6' UTILITY o �� I MOUNTAIRE SUED/14SION N O I w EASEMENT o 6 UTILITY I BOOK 1770, PAGE 599 � - - -- � ( � \ L EASEMENT I i I °' I r�Y1p I \ ppYR -- � 50.00 54.39' I -_ -- --_- - -- - - - -- ---- - -- -- - -- - --- - - - - - -- L6' UTILITY _ - - -5 - --- - -- 00' ----- -- -- - F 50.00 50.00 50.Od 50.00' 50.00' S0.00' 50.00' 50.00' 50.00' 50- - N$9'07'37"W 104.39'` I 1 I N89'07'37"W 250.00' - - J EASEMENT �. - - TRACT A, �- 100 1 � 0 I S89'07'37"E 250.00' LOT 19 THE SECOND REPLA T OF �� I � w k SCENIC VIEWS, Fu.Q I 100 �� CURVE TABLE REC. NO. 9802726J I 0 N o C41 �' EX/STING 100 YEAR FL OOOPLAIN 1 ��"' "' 1 PER CITY OF FORT COLLINS CURVE DELTA RADIUS LENGTH CHORD I N Q V w z uj 1 C5 1'56'03" 368.50' 12.44' S15*16'04"E 12.44' i� AZp C6 1'55'04" 368.50' 12.33' S13'20'31„E 12.33' N N \ o t� \ C7 4'16'02" 368.50` 27.45' S10'14'57"E 27.44' I TRACT A z I z 1 \ C8 8'59'19" 368.50' 57.81' S03'37'17"E 57.75' I 244,357 SF I C9 7'47'43" 431.50' 58.71' S03'01'29"E 58.66' 5.6097 AC i I ACCESS, DRAINAGE, g I LINE TABLE C10 3'37'41" 431.50' 27.32' S08'44'10"E 27.32' LANDSCAPING, MAINTENANCE AND UTILITY EASEMENT I 1 r. LINE BEARING DISTANCE C11 1'37'31" 431.50' 12.24' S11'21'46"E 12.24' DC,* �dyY1 W T'RJ v1J�li \ L12 S8 ' 9'08"E 7.09 07„ 431,50, 12.32_ 512 59,36"E 12.32, b 44 ` ---- - FWWr- - to I s () U rL U i`-Z Q L13 S89'59'08"E 12.87' l l � I '�L L��q--5 15 +I I II1 vre% GX LOT 22. T6+ �LOvd LA)dAIc WK wOtL - boo 4 -4 � 0 PO co S89'S9'08"E 110.13' 1589'59'08"E 93.83' S89'59'08"E 77.54' \ / ` ' o \ > , . , , , , , wy If) lk 22.48 16.29 16.29 16.29 16.29 22.48 12.2.48 16.29 16.29 16.29 22.48 22.48 16.29 16.29 22.48 N I w o 00 / �� C� b 3 �' PLO (0 10 11 12 13 14 © 0 15 16 17 18 0 0 0 0 1 o z � 3 4 5 6 7 $ ( I o N,� � Q 30 15 0 30 / o LOT 23 w 3 I I -Q � v w U EXISTING FL OODWA Y / ton 0 v '`¢ c� c� cj N U co o to to -¢ N N ,�Q u¢ � N TRACT B „ ¢ n¢ ¢ ¢ ,�¢ I 1. c� I o ,n o v3¢ to¢ LO �¢ cn ¢ En ¢LO to _,�, PER CITY OF FORT COLLINS ORIGINAL SCALE: 1 = 30 / o �L �M ttoto N� �(0 DLO p I � O �M NN w� tom trDN o O �N (D (pca dun o to -0 LO235,509 SF NN oN NK) (0 �N rn z o oQ NN NN o �� oN NN 5.4065 AC O N N if �� �Q O � oo «o~o O �Q «o O� o z oo o o o C 0 o yl o 0 0 0 o o ACCESS, DRAINAGE, , �; o .-o to I o T o cn z o o T o to LANDSCAPING, MAINTENANCE L12(TIE) -fLDWY �' AND UTILITY EASEMENT 22.48' 16.29' 16.29' 16.29' 16.29' 22.48' L13(TI E) 22.48' 16.29' 16.29' 16.29' 22.48' 22.48' 16.29' 16.29 22.48' ..� JOB NO. 39797.01 N89'59'08"W 110.13 ` ~- N89'59'08"W 93.83' �L14(T1E) N89'59'08"W 77.54' �! LEGEND NOVEMBER 25, 2024 '2o SET 18 LONG NO. 5 REBAR SHEET 4 OF 4 UTILITY ACCESS & EMERGENCY a n �� UTILITY ACCESS & EMERGENCY " EASEMENT LOpYR ACCESS EASEMENT o� ! EASEMENT ACCESS EASEMENT �\ 0 WITH A 1.5 ALUMINUM CAP -� _ - - ---- -- - -- -- - - -- -- -- - STAMPED "JR ENG PLS 38578" -- -- - -- -- - -- -I I- HOKtJ LANE o 11 n o o MELE LANE - --- -- -- -i , - - PROPERTY LINE 0 I I WY o ao „ , o r,; a c� 06 „ I I \ FLD /�� - o S89 59 08 E 177.37 o r - _ - r oo s89'S9 08 E 218.87_� � �� RIGHT-OF-WAY LINE J-R ENGINEERING , 7 EXISTING 100 YEAR FLOODPLAIN 134.05 10.00 d i3 c� 32.33 32.39 c r o c7 u' 174.98 b 10.00 - - --- - - EASEMENT LINE N N u, to N r 1•� 11.50 PER CITY OF FORT COLLINS A Westnan Company 11.00 I L - - -r S89'59 OS'E 50.30 S89'59 08 E 50.30 --J I �� 14p SF SQUARE FEET 2515 25.15' 25.15' 25.15' 43.6i' 25.15' 25.15' 25.15' 25.15' F--- ` - - - _j ---- - -- - -- --J oo AC ACRES Centenr>lal 30�14(�9�93 • COkxado3fICX�S 719-5 -23 n - -- -- n - --- r v _ _! - -'r, - o a BLOCK NUMBER R)II Cdit $IG--491- • wwwletlilflf'wl9com SEE SHEET 3