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HomeMy WebLinkAboutDocument Markups - Subdivision Plat - 07/23/2024 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 STATEMENT OF OWNERSHIP AND SUBDIVISIONo 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, W MULBERRY ST NDO'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; J REGISTRATION NO.: 2. S84'28'14"W A DISTANCE OF 155.34 FEET; 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; J riS t'Ct✓� - a , ACCEPTANCE CERTIFICATE THENCE ON SAID NORTHERLY LINE, N46'48'36"W A DISTANCE OF 21.99 FEET; > ORCHARD PL coT THE DEDICATION OF DITCH EASEMENTS ARE HEREBY ACCEPTED FOR OWNERSHIP AND MAINTENANCE 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 Z <!e THE QUIT CLAIM DEED RECORDED UNDER REC. NO. 202001 1 01 9 2; d CO_j � � cc PLEASANT VALLEY AND LAKE CANAL J W J THENCE ON SAID EASTERLY LINE, NOO'00'19"E A DISTANCE OF 17.51 FEET; Lu d t BY: go THENCE ON THE NORTHERLY LINE OF PROPERTY DESCRIBED IN THE QUIT CLAIM DEED RECORDED UNDER REC. NO. 20200110192 AND THE NORTHERLY LINE OF O TITLE: THAT PROPERTY DESCRIBED IN THE QUIT CLAIM DEED RECORDED UNDER RECEPTION NO. 2021 0059 01 3, N78'54'38"W A DISTANCE OF 192.76 FEET; 0 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; t CITY OF 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. NAME TITLE THENCE CONTINUING ON SAID EASTERLY LINE AND IT'S EXTENSION, NO0'00'28"W A DISTANCE OF 658.99 FEET, TO A POINT ON THE NORTH LINE OF THE k WITNESS MY HAND AND OFFICIAL SEAL SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 16; � MY COMMISSION EXPIRES: THENCE NOO'00'28"W A DISTANCE OF 141.23 FEET; !i 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 RECEPTION NO. 19335; SURVEYOR'S STATEMENTi 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; ! .' i 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; j 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. 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; THENCE CONTINUING ON SAID WESTERLY LINE, SOO.51'45"W A DISTANCE OF 30.00 FEET, TO THE SOUTHERLY RIGHT-OF-WAY LINE OF ORCHARD PLACE AS APPROVED AS TO FORM, CITY ENQINEER� SHOWN THE PLAT OF LOCUST GROVE SECOND FILING; VICINITY MAP 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 THIS DAY OF A.D., 20_ BOOK 1770 AT PAGE 599; J THENCE ON SAID WESTERLY LINE, SOO'00'52"W A DISTANCE OF 1083.81 FEET, TO THE POINT OF BEGINNING. WHICH ABOVE DESCRIBED TRACT CONTAINS A CALCULATED AREA OF 893,493 SQUARE FEET OR 20.5118 ACRES, MORE OR LESS MAINTENANCE OUARANTEEe CITY ENGINEER 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 f� 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 APPROVALi WITH 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 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 �� 1 REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT. / CERTIFICATE OF DEDICATIONS THIS DAY OF A.D., 20 \6 4 THE OWNER SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL CONSTRUCTION STANDARDS, v 1 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 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 N0110E 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 `� 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 i 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. RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS CONSISTENT WITH THE INTENDED PURPOSE OF THE EASEMENTS; THE GENERAL NOTESP 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 OUARANTEEi 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 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 /EET. ONE METER EQUALS 39.37/12 U.S. SURVEY DEDICATION, , 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, i 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 IN THIJ 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 SURVEY E 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 DETERMINE OW ERSHIP 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 VERIFY ASEMENTS 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 RELIED COMMITMENT 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, 02 AT 5:00 P. . AND 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 DULY 23, 2021 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, TO IP NORTH, 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 OWNERS 3" ALUMINUM CAP STAMPED "PLS 20123 1989" IN A RANGE BOX, BEARING 589'07'36"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 )) 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. )ss. COUNTY OF )) 8. THE PORTION OF THE EASEMENTS DESCRIBED IN THE DOCUMENTS RECORDED IN BOOK 1215 AT PAGE 493 AND RECEPTION NO. 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_ APPLICANTZOWNER POLESTAR GARDENS, INC MY COMMISSION EXPIRES ATTN: MICHAEL GORNIK WITNESS MY HAND AND SEAL PO OX 271582 NOTARY PUBLIC TRACT TABLEe FORT TCOLLINS, CO 80521 Tract AREA (SF) USAGE OWNERSHIP MAINTENANCE P-808.443.9956 A 277,033 ACCESS; DRAINAGE, LANDSCAPING, MAINTENANCE AND UTILITY EASEMENT HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION B 235,509 1 ACCESS, DRAINAGE, LANDSCAPING, MAINTENANCE AND UTILITY EASEMENT HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION JR ENGINEERING, �s�4 d„f s�. - JR ENGINEERING, LLC ATTN: JOEY FRAK, PE JOB NO. 39797.01 you L� 2900 SOUTH COLLEGE AVE, SUITE 3D 2024 10 c, rJ �R � FORT COLLINS, CO 80525 JU� , -1• d-�-�. NOTICE J-303.267.6232 SHEET 1 OF 4 FRANK@JRENGINEERING.COM ff ff ' ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND Z RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY SURVEYOR THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, JR ENGINEERING, LLC J-RENGINE G THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF ATTN: DEREK VAGIAS FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR 7200 S. ACTON WAY, SUITE C400 A Westrlan 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 0eflt@flflli;l 303-740-9393 • 'f✓0I0i8(j0 Springs 719--593-2593 Fort Coilins 970-491-9888 • wwwjrengineering.com POLESTAR VILLAGE FILING NO . I 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 _ _ 40.00' L1(T�E)� �j _ - SEE SHEET 3 If I N47'01'35"E`� / / ,� / 9.85'J 4- a a 0 I I \ \ \ s 3$ N o o 6,732 SF , Q a o , 6.59 80.$1 84.34 I r`� I TRACT A LOT 30 0.1545 AC 00 N89'59'08"W 171.75' !'' I I rn I I 277,033 SF N 41 N I 0 od ;° 1 1 6.3598 AC I I \ \ \,��0 .� 4.56' .� 0� / / :� Qi ' 8S g h, Gam,�iS �� 0 2,400 SF in o 1 r-1 °i I I ACCESS I 1 ACCESS & \ 4i' 2' A "�• ��" EMERGENCY �2a �` �' - ' ,LZp r/ CO ry �' �� a 0.0551 AC o 1`�1 w I I DRAINAGE, \rn ACCESS o a -- N6'1 `� i i j " 4, 9x� Z z I I `t'1 I MAINTENANCE \cam \w EASEMENT \ \ o �' i i N27'50 51 E 3r sr .^�� I S89'59 08 E o 1 4.00' sq. `9' � D E r 40.00' I I o AND UTILITY o I EASEMENT �� 7.50 S89'59 08 E 70.fl0' I z 1 I ��, c.►\ \e�.a \ `qi \���� s � N62'09'09"W I D D " -- - - - - - �2 ��� UTILITY \ �' �,�J c,^' 16.00, „ " �y EASEMENT ��-� a� N62'09 09 W S44'35 47 W cr\ r \\ _ ' " f \ .h ' , Q 1,90fl SF 1� "ram t,y \ 10 42 36.48 12.67 TRACT A 1�8517 42 �� r: r` 277,033 SF R=38.00' , � N62'09'09"W LO N 0.0436 AC I N od co 1 6.3598 AC L=56.57' ry N27'50'51"E 16.00' g' 70.00' ACCESS, DRAINAGE, CH=51.49' �� cS 38.00' 04 I I LOT 34 LANDSCAPING, S71'08'49"E �� � , i4j ;� 27RACT 7 433 SF o � 1,9035E 1 Ln MAINTENANCE AND 36 ^i p 6.3598 AC 0 r, 0.0436 AC I r 3 1 1 UTILITY EASEMENT ,.5k� 16,657 SF `y h Z N I N I 11 } N62'09 09 W ACCESS, DRAINAGE, ' "''0.3824 AC N N8959OSW 70.00 } L2fl(TIE) � 19.00 LANDSCAPING, MAINTENANCE I a 1 I \ AND UTILITY EASEMENT 10.00'--I = 1 1 \ S89'59'08"E 70.00 I g09- 0 10 44 I LO' ` \ 35 s 60 �" r: 1,900 SF I N I I c' \ II 0 `\ ,y 11,111 SF � g' N 0.0436 AC 1 12.0' 12.0'I 1 \ 7 0.2551 AC o LLJ70.00 I I z ` \ ^ a 45 . 18.0' 17.0' w \ � N r 1,901 SF I FEn S46'36'43"W N o ry N50`29'16"W r 0.0436 AC I r 1 I w 20.14' z N N 35.00' I _ $.87' N N89'59'08"W 70.00' I ao 24 0 1 r�i LOT 35 L `\ \ r n , 10.00' 00 /1. S89'59 08 E 94.00 L3(TIE) S89'59'08'E 70.00' 1 0 fl/1 \ST Gtio ti W S39'30'44"W 0 z 3 C14 D N 4 r� 1,900 SF I n I I �V)i o46 to I tx "`� N 0.0436 AC I N I 1 1 g w o v ma's s� • � r� w 70.00 1 I I �04 N N " �' 47 1 I 1 ° J A o . 02 �j, 'S cry 3 rn o 'n 1,901 SF 1 0 11 (n v I LOT 1, BLOCK 1, �. THE SECOND REPLA T OF S� j� �6 9�s,, 28.17' "�� N 4$ z N 0.0436 AC I N I SCENIC MEWS, P.U.D. y�' ��.. �G'o� F N84'30 44 E I I a `�' 8,648 SF `r' j I MOUNTArRE SUSDIk7510N �� IFS FOUND 1-f 4" ORANGE PLAS77G GAP o 0.1985 AC o N89'59'08"W 70.00' REC. NO, 98027263 � !y � � g / "ILLEGIBLE" a ao L�90'00'00" I I I I A-90'00'00" BOOK 1770, PAGE 599 L �` z cn UTILITY R=25.00' I I I R=25.00' E IE g?. � S7gs-p. ! 1 1 Z NE.•EASEMENT L�39.27 L=39.27'154 CH=35.36' / 11 CH=35.36' / L O O S832g'17" S89'S9'0$"E N45'00'52"E , / I S44'59'08"E E 72.04 v 25'�QEFEREN ' ` ` 45.00 L2 LOT 36 / __ J \ �;8,: �-E L/r1✓�c 4 � 1;5pS,� " N89.59'08"W 94.00' w 0 I I N FOUND 1-1/4 BLUE PLAS17C CAP ,N I 0 0 0 I I 01 , ) ' STAMPED.•LS 38470 01 � Ci � I 1 010 r7 Ln ui Q N7 • y ' FOUND 1-f/4" BLUE PLAS77C CAP o I N N I I N I 8S4' ,. �... N0000'19"E i �' zL -- - - --- --- ---- - LI- - -J con UNPLAT7FD 38 W 192.76' � 15!67'� �633), STAMPED.•LS J8470 N89'59'08"W 124.00' ����, N46 4836"W ACCESS & EMERGENCY EMERGENCY p E4s, �.` � 27.76' ACCESS EASEMENT ACCESS EASEMENT NW CDR. SEC.16, T7N, R69W �- C�- '9ND '9Nr V \�, 1 STAMPED.•LPLSNUM CAP 24307 2005 OC L E O OY S NY N>2. Cq,�E GqN��j` \ S49 47'41 IF POINT OF 7 I /N A RANGE BOX / -_ \ 30 33' " BEGINNING 1 I UNPLA TIED 11 " h' ' S84 2g14 W 155 .34 WN R N00'017.51 3 r �~� \\�ti�1 N68'10'45"W LM/X _ S N A ON/ S YN Mr TR S N72. •� �� \ \ 42.86' NElGH DRHD I 46'364W � \ \ DNE. '9S 97' ACCESS EASEMENT BY SET 18" LONG NO. 5 REBAR \ SEPARATE DOCUMENT KEY MAP L W D si Y ,�, WI77-1 A 1.5" ALUMINUM CAP STAMPED.•JR ENG PLSTYP 78 ti ) 3 N46'48'36"W \ \ UNPLATIE•D 21.99' \ \ O UNPLA T7ED MI ® �` o LOT 39 h ®E3 E3 I JA h a LINE TABLE ZONE. LINE BEARING DISTANCE s = 1 } } LEGEND I L1 S89-59-08"E 25.00' } } SET 18" LONG N0. 5 REBAR ' 1 1 Q WITH A 1.5" ALUMINUM CAP L2 S89'59'08"E 5.00' STAMPED "JR ENG PLS 38578" L18 S75'05'46"E 39.18' 1 I 30 15 0 30 f PROPERTY LINE iiiiii L19 S28'32'54"E 28.52' I J RIGHT-OF-WAY LINE ORIGINAL SCALE: 1" = 30' J 1 J EASEMENT LINE L20 N46'36'43"E 2.45 f J J _-. .� _... ..._ - .� J J SF SQUARE FEET I J AC ACRES BLOCK NUMBER I JOB NO. 39797.01 I i 1-1/4" BLUE PLAS77C CAP o JU N E 7, 2024 W ELIZABE7N ST °o i STAMPED.LS 38470 o� �. SHEET 2 OF 4 1584.31' - E4 POINT OF COMMENCEMENT S89 0736"E 2590.83` SDU1x/ LINE NWl 4 - - Wl/4 COR. SEC.16, T7N, R69W / SEC 16, T7N, R69W 3--1/4" ALUMINUM CAP BASIS OF BEARINGS C1/4 COR. SEC 16, T7N, R69W J-R ENGINEF.RI NG STAMPED. PLS 20123 1987 / 3" ALUMINUM CAP N A RANGE SOX STAMPED.- PLS 20123 1989 A Westrian Company IN A RANGE BOX Centennial 303-740-9393 • Colorado Springs 719--593-2593 Fort Collins 970-491-9888 • WwWjrengineeling.c0m POLES AR VILLAGE FILING NO . 1 A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 691 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT OUNTY OF LARIMER� STATE OF COLORADO _ _ SEE SHEET 4 SEE SHEET 4 COLLINS,/ UTILITY ACCESS & EMERGENCY U ��� 0 �r UTILITY ACCESS & EMERGENCY CURVE TABLE CURVE TABLE EASEMENT �ppYR ACCESS EASEMENT - off ' EASEMENT ACCESS EASEMENT CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD -- -- -- - - - -- - - - ----- -- Cl 8'2$33 368.50 54.51 S85'44 51 E 54.46 C14 1'36 12 431.50' 12.08 S32'2012 E 12.08 jp - HOKU LANE - --- Cs 11 c7 0 o MELE LANE- LOT 23 p}�, 100 I 1 - 0 acs - a " - r 0 N t - 4 - N - - 0 - r » r p I r » a r r a r r » r r r n r �i' 0 S$9'S9 08 E 177.37 0 r -• r 0 589'S9 OS E 218.$7 0 C2 1'S3 29 368.50 12.16 S$0'33 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� +� o _0 174.98' 10.00' ''T 11.50' » " n r C3 1.5410 368.50 12.24 S78`40 0d E 12.24 C16 8 00 52 431.50 60.36 S38.4517 E 60.31 11.00' i L - - °r c J 1 �`' 1 � -°° - S89.59'08"E 50.30' S89.59'o8"E 50.30' -- 1 I ---, '(P-0- -A - _ - 2515' 25.15' 25.15' 25.15' \ 43.61' 25.15' 25.15' 25.15 25.15' C4 1.7'15'18" 368.50' 110,98' S47'33'40"E 110.56' C17 14*13'20" 431.50' 107.1V S49'52'23"E 106.84' L- - - - - -- -- - - -- - -- -. - _ - - - - - --- - - --- -- -- J r n a r r » r f » ° ° _ " ' MOUNTAIRE SUBDf I//SfON \ - C5 1'S6 03 3fi8.50 12.44 S15'16 04 E 12.44 C18 3'34 4fi 431.50 26.96 S58'46 26 E 26.95 0 0 8.73' �� 0 p 1 0 0 o o a BOOK 1770 PAGE 599 coo 0 coo 0 Q G O, "p' N �' ca w C5 C3 c`; cca 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' LiJ (p O co p11 w W r " r r r » r r n e r a n r E car 9 10 N 11 cO 12 co \ w,� � 0, \ N 19 20 c� 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`57 14 E 12.00 0 I `n 1,509 SF 1,509 SF 'n 1,509 SF 1,509 SF 3 1!► Y \ `n 1,509 SF 1,509 SF ` 1 509 SF 1 509 SF "� » " ' » 0 0 r o o ° 0 Cl o 3.37 41 431.50 27.32 S08'441 o 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 \ % / �� \ 0 0.0346 AG 0.0346 AC o !0.0346 AC 0.0346 AC o Ln o 0 0 \ �`,' / �, ' \ v ©' o L Z '� / C11 1.37'31" 431.50' 12.24' S11'21'46"E 12.24' LOT 24 z �n P \��, .a o z z cn 0o ZA <G `�'' \ , , / 0 C12 1.38'07" 431.50' 12.32' S12'59'36"E 12.32' 25.15 25.15 25.15 25.15 cn , C� 3 c� \ 25.15 25.15 25.15 25.15 I B D z Y � \ W r » r a r ar r n " �� t� ° " ° ° ° c� C13 17'43 26 431.50 133.48 S22'40 23 E 132.95 N89'59 08 W 50.3o N89`59 08 W 50.30 \ � �► �� \ N89'59 08 W 50.30 N89'59 08"W 50.30 TRACT B Of ui w ui N00'00'52"E �O �- .0 �= \\ SS), 235,509 SF °i1 PER CEXISRNTY OF FORT COLLINS 60.00. 5q , \ \ o ?S ¢2, 5.4065 AC �3 W r TRACT A, •� "� ��5 \ cP r� r'� o 26., 6 UTILITY 0 THE SECOND REPEAT OF 6p�0 \ c3; a \ �i' v)� EASEMENT 5 �': S'' ACCESS DRAINAGE rn U SCENIC k7EWS, P.U.D. N 15 s�, o \ L11(TIE) h sp3 , LANDSCAPING, MAINTENANCE 0 0 -- - ~� \ �\ s�i r�/ 2 a AND UTILITY EASEMENT r -- o �L6(TIE) r - 0 REC ND. 98027263 N 10! \ '�s c� �` \\ .^��` qo Srs' a` I - S89`59'08"E 158.80-- -- --- -- - 1 r'DOYR ' 17 °so \ ` \ ,,,'� 23 hoi' r 24od' I- --- - -- - - -^- - � - � YR z / g0� 51'S ��, � o � o \ s° \ �� 1f4$4 SF r - - - ,� - 71.25'- -�-- � I-- - -- --$7.55'-- -- --- _� �z % 10 0\ o. ��� \ o°j Q\\ \ a.o341 ac 24 i ll �- 12 I I I 112.0' 21 0'I ,v f B ° \ a. 1,484 SF d r " 118.Q 18.0 1 I W I� I © I ° I F Q N ti Do 16 3 �' �, $,s2' !�\ s, a s 0 �� I o w S89.59 08 E 60.00 0 18.0 17.0 ayg 1 0 p ' v' 2S 0.0341 AC r Fjg Lr I I ¢ , �, o w ri 1"i 1 35.00 z' 1� t�i ��� O� NS �S• hyb` �,F, �* sr 36.00 1 1 r r 15 �© boo o. s° 25 �o \ ,� ��• 4�� ,A g• y �h ,,y°` , C'' 27 2 1� 14 a;.� v s o „ 5q n $. `�� G 22s3 �^� s' �s� 1 1 N 33 FN I 34 N I 24 d' 11 �1r 1 509 SF J cr �, o. o. �5�� , \ �s s O� \ 2Sr "� �`�' F N6,391 SF I I LOT 25 in 13 � N`,1� o_ J'r, �o � 25 56q�1 ! q j`�O� •s°' �'�-,`'\ 'Sam s, � a 1,484 5F O r' s� n 0.0346 AC60.00' I � I I © 0.1194 AC 5,202 SF Fo 1 0.1467 AC o I r'I rn 1 I I c��� ° y 10.00 f, , / q `S \ C� �y \ a ` O' r• 1` o la 1 0 n W z w �' o �' / 'A�� �s S' 0.0341 AC c�°� cS- as 28 0o 11 0 0 o I I Q I I w M o�so °o. v�'c` �2���' ,�626� q 1�� ,Zg��i \ �00 F��� \ �,� L10{TlE) 0 N 1,218 SF `N I I I z (V) I V) I I N 1 I - - \ cc �+. �o C' i, rXl r O �' �` \ '� O 0.0279 AC 0 I I w _ w �,�g 11.14 y�,� O- C' \ `��..�s, 26 w N 60.00' I N 3 (6 1 1 1 1 I I w 0 25i 22 cs.\ f1� ( �� rr 1,484 SF q0 N N . I 1 I I I 1 I W N o s. C' o S \ \rS rn L5 TIE v� N o 1 .5 ) o cs�.�` �O `'cP.\6� �s �'�r \ r' 0.0341 AC ca°�' 'n 0 2� a, �n r,) I I 71.25 87.55 -{ �� I co I I w ri 0 0 'Lq �� � '�_-' s \ a . \ �''`- o N 4 I N 0 1 r, rn 0 co P ,' q� c�q 1.0.7fi 0, oU,o �� O uj. v' p, P 1,218 SF P O I I L8 TIE N89`59 0$ W 1 s$.$0 j o I In 0 o o °o. 515/ c��Csk 'S��"�1 � ��i was 21 oCy moo's \\ ti\``�a. s83 �y SRC. \ sat j �`� 0 0.0279 AC , 1 N N 1 ( ) 1-I 0 I 1 U Q r z \ `� q © > o. y-n rn ��F1 5,,, �� �S 3S, S- ��, z 60.00 (nw 1 I I v 3 \ Ar92'33'11" // S6 '1Sf ¢3'- ° c3`o n o `'� ' `�06 �9S sy 2 � °' NI 1 I I I I ¢ N LINE TABLE \ =3$.oa` ✓ �,�9�' 2F ` 30 1 �, _ _ s89.59'o8"E 60.00' S89`59'08"E 60.00' I �' R / 2Q 0 a, \S �P�� +. � LO 1,509 SF I LO o I o \ L=61.38' / / 0 , o v ti� O• S y� R• ui 0.0346 AC ui o u� 0 0 I_ I a LINE BEARING DISTANCE \ f / 19 �' o`�0 °- 15o �' 2�' d �S a�. 's , ,,� ��. L9(TIE} N I 0 ;�, 32 �, 0 �n 0 1 a I o CH=54.92 / / o ui '> > a �' 2 i z 1 o Mch \ S17'46'37"W f / "c3: o 'o rip °p, ga S, 2�3 S�, 2' �. I T 0 ui 1,509 SF ui 35 0 3 L1 589'59'08"E 25.00' / / �' o ' °- 'k'.n 5�5 ,�S �`'6 S d� - " p - - N1 0.0346 AC N Lo L N 1,509 SF I N LO I I LOT 29 » \ f t I Ta oo �° 'L 6NID �, saw aV, , g'ss. 21`31�36., N89•s9'0$ w 60.d0 1 04 N TRACT B �,, 0.0346 AC I 3 c L5 S89'59 08 E 19.00 I I �kP_ `' ,�� O 23 Sys,\ 6 O S8F (�13 I I I o 1 60.00 31 0 5.4065 AC N 60.00' 0 a 1 56376 52 W ( 235 509 SF 1 O 15 "a 00 `�QG ,� �+� �i'� 8. S, ` L7{11E) ACCESS DRAINAGE o 36 P n ao 25.00 ` o � ' qy O `\ \ C/y� _� `r 0 cril N 0 LANDSCAPING ' 4 1 509 SF Iw o I 1 L6 N 00'00 52 E 9.71 6' 25' q , s I I u 1,509 SF 10 u7 \ \ 0• W � O > > 1�3 *x d 0 0.0346 AC q o I FOUND 1-1/4" LUE PLASTfC CAP `� o �.• "� o} `S 9' 76 1 1 z N va ° o 0.0346 AC ui o L7 S89'59'08"E 12.00' \ o. �,� „�T! O c� S , 4' I MAINTT=NANCE AND z N I c� 0 1 5 �� 0 24 2 S s STAMPED LS 38 70 \ „ p , A 68• 1 G O , S� R,, h g; 57'07a ,�� UTILITY EASEMENT I 1 N j �• �i N89'59 d8 W 60.Qd a L8 N89'S9'08"W 12.00' �\ 5 � pc P O S} 9 3' E �� a ' \ '� \ . � 2- �� tZ' �O p0 If 22� � C3 I -- N89'59 D$ W 60.00 �0 - -I� - - - -- -- - -- - -- --- -- -- - --- -- - --- - - - - \� �\ �a ,�, o, L15{TIE) Sa C2 rr - L10 S47'20'26"E 8.42' ' ` l \ \o. r +�`- c' O �� h S . f r I r � \� \ \ \ \ q,Zti tip � � �S O. O �S, p` �i,� � ClC1 9 UTILITY EASEMENT 142.74 r 12.0 12.d 38.50 Ll1 N51•03'59"E 10.1$' `, \ ; \ \ \ \ 613° 34 sa Ts. ��'� -,A/ 4 25 S• ,� �� /� 4� r 1,900 SF �° s�=���f1 c3a, � .h`� ��PG N$9'S9'0$'W 205.24 r a , y� �' ; , \ \ \ 0.0436 AC 'e� E`•` !� ACT ^� ��' ��. 0 tK 0 �. Cy (.12 j _ o'• 1-0 0 L15 N54'22 04 W 9.16 \ o�QD \ \ "'�\ , `�_ 277,033 SF �,O'h ,�°s' 2fi OO ,�`.� 9 85° C , ,n L1 fi N01'15 39 W 16.47 c,: oa_� 33 Q g / / e20 K 127. M ° \�SBT 18 LONG NO. REBAR ��`� 0- 1,420 SF s� 6.35DR AC 2s eG / 11 S71.1$ W PLUM ST L17 S52'30'55"E 42.85' �� WITH A 1.50 ALUM/NU CAP \ 0.0326 AC DRAINAGE, S2. TS• bq� �°. / / ` C2 f�»E �� �- - N89`59'08"W 205.24' W PLUM ST '� r' LANDSCAPING, O , r,, "� 1 L1=�'32'34" ° - r - - (50' R.O.W) STAMPED. JR ENG PLS 3 78 �• O L=66.62 154.74 50.50 n r � \ \ 32 s MAINTENANCE, PARKING �g, O .h0 / / / / BOOK 1770 PAGE 599 L18 S75'05 46 E 39.18 \ �. � 2s ,,,� / -, CH=66.54 S85`12'Sd"E 0 � ' 'p \ \ o\ 1,900 SF AND PEDESTRIAN / o, 4` L19 S28'32'S4"E 2$.52' �\ PLEASANT VALLEY \ \ �_ �o� qQq 0.0436 AC ACCESS EASEMENTp B `SQS S• o, / / Q / // (3�$44a cn ` AMD LAKE CANAL \ 'I q q4 ?pg� b a / / / •, C/y gdf M L20 N46'36'43"E 2.45' \ \ \ z, \ ,•�1 °` 9 F �`' `�' r " . G "'o.ctup \ ,�©a`L ,Igflq <v ry• 27 � .., I(. / / �, / 1/ ��� 13�31yE 4-T2`30 52 N89'59'08"W 205.24' L21 S33'00 57 W 11.44 � \ \\ \ y� \sue j\ ��,"� �� 968 SF / / �o/� / / _ - �: q2 0+ p / -- L= r " 87.d0' 9' UTILITY EASEMENT 55.74' 12.d' 120'I 38.50' ' 0.0222 AC ^ �' � / �' 94.25 \ ti \ a61�a 31 � h 28 �s '`' '�° // / zry ''^� // / a°c N04'1923 W / GH-s4.o6 - _ : - ` ^ -- --- -- -- -- -- -- --- -- - - - Try - - I-�- -- - L22 S47'14'17"W 10.72` - \ C� ' o d% 19.71' / S8 ' ° ar L�0.52'36" 3 112.0' 12.0° z 1,900 SF s� ry 968 SF 3 c1r ory / / / // / a 2 5105E L=6.60' N 1 18.0' 17.0' 1Ld 0.0436 AC / S00'00 52 W _ LOT 1, �G� \ \ \ �t�\ 10.00' tc` 0.0222 AC I / / CH=6.60' ti N -,U) ? , / / / 37 / 47.73 of S89`32 49 E 0 0 35.00 Q BLOCK 1, Q� �� u, \ \ [s, a „ THE SECOND REPLA T OF E� \�' tj 30 6 S S' ° / 5 241 SF / �2'31 45 uy o w PS �� \� \ \ �\ �q� 1,420 SF `��- ��g' ` ' / / / d.1203 AC / L=19.05' r 0 1_ 1 1 �' MDUNTAfRE SUBDII4fS/ON SCEN/C I//EWS, P.U Q , \ s\ pg„ / / / o �� / , S00.00'52"W 3 cn c�I 24.00' 1 BOOK 1770, PAGE 599 REC NO 9802726J \� \ Z 0.0326 AC �l' � 39 � / �a CH=19.05 = f �C>> / / � 5' NO-BUILD / O� S75'19'46"E 19.00 7 434 SF !� N89'S9'0$"W N89'S9 08 W LO 1* KEY MAP � a \ 2g G=38'21 29 ` Tj l / 1 EASEMENT 0,1707 AC 0 9.26' / •� / 30.74' I Ln I I }V) N \ \ s�. f �`J ✓ fi� r " 1 I Z rn z L L �, \ \ \ s� �\ i,900 SF R=38.00 `�\ / / / �, �1 S89'S9 08 E 0 --- _ ,,,,�� I U,z w w N A ,\ \ \ 0.043fi AC L=25.4 �� / / �� / , h 2.fi7' N (n 40.00' L1(TIE)1 1 1 1 a vi N B \ \ \ • / •z• S89'59 08 E cv 0 i� \ GH= 97 / / / / r n 0) u) I I I o w ¢ N47' 1'35"E / / / ? d P r 0 o I I ¢w +� \ s °' / �As, / 38 9.$5 N o o I I I w Lij �\ \` \\ •�pgrL / 18f77E)` �� 3 0.1545,732 AC SF 6.59' U) 80.81' 84.34' co cra I I w, I ITRACT A LOT 30 ,'� ` \ \ O \ S61 i X // / �62• �� N89'S9'08"W 171.75' w w I "� c * 1 1 277,033 SF , 6.3598 AC \ 4.56 r S �'!' j- �`\%- \\ ACCE55 \ \ \ i ` 'I q� f f / ;oo °j{'v 3g, Og' fS�, sus �' ��O , 0 0 0 5�1 AC o 1 r `� 1 1 ACCESS, \ 1 \ q i N Nam ' sr "� 0 1 c°I w I I DRAINAGE, EMERGENCY rya / •�22 `� +�' 0 0 I N I LANDSCAPING, e �� \rn_ ACCESS e� -- -- N66 i f ti ? `tK Z E, z z I "� 1cq MAINTENANCE `'fl \ EASEMENT °° i i N27`50'51"E �'• 2 "� t D N S89'S9'08"E I I a I 4.00' Ste, 9- �� - E 40.00 1 I 00 1 AND UTILITY r EASEMENT j� 1 vad` N62'09'09"W �L HB 7.5d' S89'59'08"E 70.00' 1 z - °cQ `s z \\� UTILITY �,r i 16.00' n » 1 c� t�` S44'35 47 W I. 1 !y EASEMENT �'�-� 3 N62`09 09 W 0, �n 42 36.48' 12.67 '� 1 900 SF TRACT A t 85.17'42" fl LO R r 00 00 TRACT A R=38.00' ,; N62.09'09"W N 0.043fi AC' I N (i 70.0o I � �i JOB N4, 39797.01 -" �\6.3598 AC L=56.57� �c'v N27'538.00' 16.00' JU N E 7 2024 LEGEND ACCESS, DRAINAGE, CH=51.49 s 43 „ �. TRACT A 0 . " LANDSCAPING, S71'08 49 E ate, �� , -cl 277,033 SF P LO 1,901 SF 1 ic, >' a 'SHEET 3 OF 4 SET 18 LONG N0. 5 REBAR MAINTENANCE AND , 'SA' 3s „�. ° 6.3598 AC o r- 0.0436 AC I r 1 Q WITH A 1.5 ALUMINUM CAP UTILITY EASEMENT .5co 16,657 SF c� h z N 1 N I I � 23 -Zc�/ STAMPED "JR ENG PLS 3$578" `� \ 6 ^ N62'09 09"W ACCESS, DRAINAGE, N89'S9'08"W 70.00' I � L20(T1E) 0.3824 AC �c'� 19 00 LANDSCAPING, MAINTENANCE \ S� AND UTILITY EASEMENT , a 10.00'-I-� = PROPERLY LINE �\` \ ���. S89'59 08 E 70.00 a I JR �NGIN`��RrNG F T RIGHT-OF-WAY LINE �\ \ 3 30 15 0 30 I. - -- ---- -- - EASEMENT LINE �, \ �r 909 y ^ 0 'n 44 A Westrian Company SF SQUARE FEET �� \ �� f 8p '`` ORIGINAL SCALE: 1" = 30' 1,900 SF 1 N AC ACRES � \ ,y 11,11135 SF �j, 69. w N 0.0436 AC 70.00 12.0' 12.0'1 Centel'x d ,�7*-W �aa0 �f1 ��j 25M v_ n n is�s A f' .9 , 4� r • ` 7 I:TJ.h7-C:i7:7 BLOCK NUMBER T SEE SHEET 2 i - Fort Cd'ms 970-491-9888 • WWWFengin enrigoom POLESTAR VILLAGE FILING NO . 1 KEY MAP A PARCEL OF LAND BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 7 NORTH RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO LOT 24 a h S89'08'59"E LOT 23 LOT 22 LOT 21 15.21' FOUND D LOCUST GROVE, THIRD FILING FOUND 4 2 YELLOW PLAS77C CAP ID REC NO. 19335 f" RED PLASTIC CAP Cs I STAMPED•LS 14823 S89'08'59"E 359.67' STAMPED.•LS 6839 o�� 65.23 60.00 60.00' - 60.00' -- 60.00'UNPLATTED - -- -- --- •-- �.-- -- -- -- -- - -- - -- - - - - - -- - - - ..� - --. - - - - - --69.66' -- - .� � LOT 11, E : I - LOCUST GROVE, THIRD FILING - - PL�+�r AC EASEMENT i, "W UTILITY 0REC. NO 19335 L '�' S00 310 ., 6' UTILITY R" N EASEMENT _ ZONE. 2" YELLOW PLAS COUND CAP I 30.04' 4 W I in (1 1 _ LOW DENSITY STAMPED S88'40'58"E 170.00' LS 14823 Z r` 00 MIXED-USE I 110.00, - OC3 - - - - Q a 0 o vi NEIGHBORHOOD a;, I I 1 W 4J g N1 R- - O O I d � V~$ Cr N 0i I 1 3 ( `0 M 1 6' U TI LI TY W "� �1 7 065 SF N 2 Ks 3 "� 4 5 3 of 1 ( 1 EASEMENT I W W a r r 6,585 SF 6,586 SF N 6,588 SF N n 6 1 G I I q Ua 4s a`ti I 0.1622 AC N 6,589 SF N 7 572 SF N W 0.1512 AC ,n 0.1512 AC N 0.1513 AC 0.1738 AC I } ' I V 0.1512 AC �v I 9 UTILITY a6 W ©0 I a o 0 0 o I :� N I EASEMENT LOT 6, BLOCK 3 cn W� O Q I En cn a V) 0 0 0 N 1 u o LOCUST GROI/E LOT 7, BLOCK 2 cn v�'i F- T P 1 I o0 o SECOND FILING Q LOCUST GROVE 1 Q 0 I 9' UTILITY I M P 0 I 8,572 SF 1 r• v REC. NO 897435 SECOND FILING I 4 W W z I EASEMENT " I O V 1 0.1968 AC I REC. NO. 897435 I p S45'52 23 W 0 1 i : " � R71 , J N S44'07 37 E I ., ---- ---- -- - - 21.21 cq - :63.54' _60.00- T` _60.00'_ -- - 0 -60.00' _60.00'- - _55.00'^ �' o N89'07'37"W 358.54' - - - in -- S89'07'37"E 95.06' b 20' SANITARY SEWER EASEMENT - 33' WA TERLINE EASEMENT - - - - - - - �` 4 - - -c� - 33' WA 7FRLINE EASEMENT `n FOUND ORCHARD PL - BOOK 1215, PAGE 493 REC. NO. 88000344 tb (SEE NOTE,f8) REC NO. B800D344 n NAIL & SHINER (60' R.O W) (SEE NOTE ,#8) SS9.07'37"E 543.14' (SEE NOTE 8� STAMPED.•LS 14823 PER LOCUST GROVE SECOND FILING FOUND 202.7T - - - - - - - REC. ND. 897435 200.00 - W ORCHARD PL 1-1/4 BLUE PLASTIC CAP ORCHARD PL 70.73 69.64' - - - - - - - S00'S1'45"W - (27' R.D.W.) STAMPED.-LS 38470 63' R.O.W. DEDICATED , s BY THIS PLAT " FOUND 30.00 FOUND i 30' R.O W. PER k 1-1/4 ORANGE PLAS77C CAP © FOUND 1-1 4" BLUE PLASTIC CAP STAMPED•LS 5028 M /� O� MOUNTAIRE SUBD/i/JS/ON N$9'0T37"W 155.78' 1-f/4'° BLUE PLASTIC CAP STAMPED LS 38470 i BOOK 1770, PAGE 599 51.39' ° rt(, • " STAMPED LS 38470 S$9 07 37 E 261.10 50.00 54.39' �sz. 'S 589'07 37 E 555.00 " ' 21 0 >, �`L . 50.00 50.00 - 50.00 50.00 50.00 20.00' 50.00' 50.00' 50.00' S0.00' 5Q00' 35.00' 04� ,� ��• ��h ��ti ✓-- - -- -- - - -- - - - -- --- -- - -- - - - -- (ZI � 9' UTILITY �' -- - - -.� - - -- - - -- -- - Q EASEMENT o I I 9' UTILITY DEDICATED BY - - - - ^ ---- ---- 1.50'- 00 o ® 0 1 EASEMENT THIS PLAT 9, UTILITY q o' aoi i I o ® EASEMENT cn Noo{�Tpo 01 z C 0 0 o b o f Z 4,500 SF N 4,895 SF )I w I� 1 0 2 0¢ � 3 � 4 � OU TLOT A �' � y� o 0 o w W ;n 0.1033 AC ;n 0.1124 AC I cn 1 n 4,500 SF 4,500 SF 4,500 5F 0) 4,500 SF 4 500 SF rn rn 5 Q 0 8 O 9 r�I W 0 © 1 < I i 0 0.1033 AC 0.1033 ACC-, 0.1033 AC 0.1033 AC 0.1033 AC 4,500 SF 4,500 SF 4,500 SF 4 500 SF NI Vr j � w I o YR 0.1033 AC 0.103� AC 0.1033 AC 0.1033 AC `~ � ► 6 UTILITY 1 w Iz t ' 0.103� AC ©I i� � EASEMENT I -a vwi 6' UTILITY � I MOUNTAIRE SUBDIVISION N p W I Z) w i EASEMENT o 6' UTILITY '� zI BOOK 1770 PAGE 599 - - -- _ \\ EASEMENT I I I - rob YR 50.00' S4.39' I - �-- -- - --.- -- -- -.._ -- - - -- -- ---- -- - -- -- - - -- - -- - --- - -- -- - -- - ---- �6 UTILITY Q1 ? + 50.00' S0.00' SO.00' 50.00' 50.00' 50.ODr - --- -- ---- ------ - -- -- -- - , N89'0T37"W 104.39'� I It 50.00' 50.00' 50.00' 50.00' J EASEMENT i N89'07'37"W 250.00, - - TRACT A, �p�j 1 ao °} I S89'07'37"E 250.00' LOT 19 THE SECOND REPLA T OF '= -� N SCENIC 14EWS, P.UD. I o O 100 �� CURVE TABLE REC. NO 98027263 1 rn ``-.�, N rn I EXISTNG 100 YEAR FLOODPLAIN 1 N �:{' I CURVE DELTA RADIUS LENGTH CHORD ZO 1 a N 1 PER CITY OF FORT COLLINS O D I w z ~w C5 1'56'03" 368.50' 12.44' S15'16'04"E 12.4,V Z n % C6 1'55'04" 368.50' 12.33' S13'20'31"E 12.33' O cV I o 0 I �� p C7 4*16'02" 368.50' 27.45' S10*14'57"E 27.44' 0 0 TRACT A I t J z \ I D C8 8*59'19" 368.50' 57.81' S03'37'17"E 57.75' 277,033 SF I � 1 \ " , " 6.3598 AC ` C9 7'47 43 431.50 58.71 S03'01 29 E 58.66 ACCESS, DRAINAGE, I I LINE TABLE Cl0 3'37'41" 431.50' 27.32' SO8'44'1O"E 27.32' LANDSCAPING, MAINTENANCE I AND UTILITY EASEMENT I ¢ I LINE BEARING DISTANCE C1l 1'37'31" 431.50' 12.24' S11'21'46"E 12.24' ¢ I I L12 S89'59'08"E 7,09' C12 138'07" 431.50' 12.32' S12'59'36"E 12.32' ate•FW , f- 1 _- N I I ` L13 S89'59'08"E 12.87' _��WY- -- - t° I I I iL t 5 6-uX ��7'+C.J�".��H c�t� �Z \ � I a C L001FL ►� � �n��"� • ,�d rLl4 S89'S9'08"E 10.00' ` LOT 22 I i wv*+ urZA, I+o�d t� �, m m-� - aM FOY 0!00 OR I I co S89 59 08 E 110.13 I S89'59 08 E 93.83 S89'59 08 E 77.54 / 00 ' - , , r , r I r > , , , r , r , {+�� 22.48 16.29 16.29 16.29 16.29 22,48 I I b 22.48 16.29 16.29 16.29 22.48 22.48 16.29 16.29 22.48 cQ •� Q o 3 I I 1to 0 11 12 13 14 0 15 16 17 18 0 ~' yyYj L 0 3 4 5 6 7 8 ( 1 0 1 �Li (0 to :`*J co 30 15 0 30 � 0 LOT 23 w I N I �' LL-¢ u-¢ c� c� Lj c� c� EXISTING FL OODWA Y .� 0 �" �'-0 Q O O U N'I 0 co In L ` L�Q `` iv N u-Q LL-" Q N PER CITY OF FART COLLINS TRACT B " N � ORIGINAL SCALE. 1 = 30 u, cn¢ u-a �-¢ '�a ¢ u� t L) I LO ,� cn cn � en LO cn � cn Q '� o N co►° N N co(D co(D co`n o I 0 KD N cn N 04 to � `°N O o co N ;° uA 0 235,509 SF K] N O K] K3 N 0 -0 O N( N N Q K) N N N O 5.4065 AC 0 0 00 t ON ON �n 11 �a O0, 00 _0 0 0 �0 �O 00 0 0 0 d- N _© N N o t Z T ci �0 0 0 I 2 ,_o ¢o -o 0 0 o o o r o ACCESS, DRAINAGE, Q -0 0 v L12{TIE) O . LANDSCAPING, MAINTENANCE r L13(TIE) l r - r -'� �� `� AND UTILITY EASEMENT / JOB N©. 39797.01 22.48' 16,29 16.29' 16.29 16.29' 22.48' _ r 111 22.48 16.29 16.29 16.29 22.48' 22.4$ 16.29 16.29 22.48 N89'59'08"W 110.13' � -�!� � N89'59'08"W 93.83' �L14(TIE) N89'59'08"W 77.54' / o � LEGEND �� �JUNE 7, 2024 UTILITY ACCESS & EMERGENCY }� N 1 , >> UTILITY ACCESS & EMERGENCY / ll�y SET 18 LONG N0. 5 REBAR SHEET 4 OF 4 EASEMENT yR ACCESS EASEMENT v 0` �y�-EASEMENT ACCESS EASEMENT �, Q WITH A 1.5 ALUMINUM CAP L� -- ----- --- - -- -- �`- - - -- -- -- --- -- -- STAMPED "JR ENG PLS 38578" r- -- -- r -- �., - - -- ' -- --------- - 1 q HOKU LANE o ` 0 N 0 0 0 MELE LANE { i `� ` -mow(- PROPERTY LINE- - - J'R ENG NG �pD I I o °° S89`59'08"E 177.37' a a r r° S89'S9'08"E 218.87° o �� RIGHT-OF-WAY LINE EXISTING 100 YEAR FLOODPLAIN -� 1 1 K`6i o 134.05' 10.00' 0 1 N 32.33' 32.39' o o n 174.98' N 10.00' �- 11.50 PER CITY OF FORT COLLINS - - - - - - - EASEMENT LINE A Westrlan Company 11.00 L-- o N 1 `°� -°Q S89'59'08"E 50.30' S89'59'08"E 50.30' - J `� '� I � --- I 100 SF SQUARE FEET 25.15' - -25.15= 25_15' S 43.61' --- 25.15' 25.15' - -25.15'- 25 -.15' ----J �p AC ACRES r, n O n n- - n C7' Cl$1II11�1 ' '�7Q aC�O _ � BLOCK NUMBER COIOf *� �2� SEE SHEET 3 Fat Co ns 97Q-491- • wwwr