HomeMy WebLinkAboutPOLESTAR VILLAGE - FDP240010 - SUBMITTAL DOCUMENTS - ROUND 1 - Responses (4)�
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 OWNERSHP AND SUBDIVISION�
KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNER(S) OF THE FOLLOWING DESCRIBED LAND:
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, BEING MORE PARIICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE WEST QUARTER CORNER OF SECTION 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN;
THENCE ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 16, S89'07'36"E A DISTANCE OF 1,584.31 FEET;
THENCE ON THE WESTERLY LINE OF MOUNTAIRE SUBDIVISION RECORDED IN BOOK 1770 AT PAGE 599 IN THE RECORDS OF THE LARIMER COUNTY CLERK,
N00'00�52"E A DISTANCE OF 206.04 FEET, TO THE POINT OF BEGINNING;
THENCE DEPARTING SAID WESTERLY LINE, THE FOLLOWING THREE (3) COURSES:
1. N68'10'45"W A DISTANCE OF 42.86 FEET;
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;
THENCE ON SAID NORTHERLY LINE, N46'48'36"W A DISTANCE OF 21.99 FEET;
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
THE QUIT CLAIM DEED RECORDED UNDER REC. N0. 20200110192;
THENCE ON SAID EASTERLY LINE, N00'00'19"E A DISTANCE OF 17.51 FEET;
THENCE ON THE NORTHERLY LINE OF PROPERTY DESCRIBED IN THE QUIT C�AIM DEED RECORDED UNDER REC. N0. 20200110192 AND THE NORTHERLY LINE OF
THAT PROPERTY DESCRIBED IN THE QUIT CLAIM DEED RECORDED UNDER RECEPTION N0. 20210059013, N78'54'38"W A DISTANCE OF 192.76 FEET;
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
SCENIC VIEWS, P.U.D. RECORDED UNDER RECEPTION N0. 98027263;
THENCE ON SAID EASTERLY LINE, N28'39'08"W A DISTANCE OF 321.27 FEET;
THENCE CONTINUING ON SAID EASTERLY LINE, N26'43'08"W A DISTANCE OF 57.01 FEET;
THENCE CONIINUING ON SAID EASTERLY LINE AND IiS EXTENSION, N00'00'28"W A DISTANCE OF 658.99 FEET, TO A POINT ON THE NORTH LINE OF THE
SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SEC110N 16;
THENCE N00'00'28"W A DISTANCE OF 141.23 FEET;
THENCE S89'08�59"E A DISTANCE OF 15.21 FEET, TO A POINT ON THE SOUTHERLY UNE OF THE PLAT OF LOCUST GROVE THIRD FILING RECORDED UNDER
RECEPTION N0. 19335;
THENCE ON SAID SOUTHERLY UNE THE FOLLOWING THREE (3) COURSES:
1. S89'08�59"E A DISTANCE OF 359.67 FEET;
2. S00'13'10"W A DISTANCE OF 30.04 FEET;
3. S88'40'S8"E A DISTANCE OF 170.00 FEET, TO THE WESTERLY UNE OF THE PLAT OF LOCUST GROVE SECOND FILING RECORDED UNDER RECEPTION N0.
897435;
THENCE ON SAID WESTERLY LINE, S00'49'37"W A DISTANCE OF 110.00 FEET, TO A POINT ON THE NORTH UNE OF THE SOUTHWEST QUARTER OF THE
NORTHWEST QUARTER OF SAID SECTION 16;
THENCE CONIINUING ON SAID WESTERLY LINE, S00'51'45"W A DISTANCE OF 30.00 FEET, TO THE SOUTHERLY RIGHT-OF-WAY L1NE OF ORCHARD PLACE AS
SHOWN THE PLAT OF LOCUST GROVE SECOND FlLING;
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
BOOK 1770 AT PAGE 599;
THENCE ON SAID WESTERLY LINE, S00'00�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
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FOR THEMSELVES AN TH I
D E R SUCCESSORS IN INTEREST (COLLECIIVELY, OWNER ) HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND
SUBDIVIDED INTO LOTS, TRACTS AND STREETS AS SHOWN ON THIS PLAT TO BE KNOWN AS POLESTAR VILLAGE FILING N0. 1(THE "DEVELOPMENT"), SUBJECT TO
ALL EASEMENTS AND RIGHTS-OF-WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. THE RIGHTS AND OBLIGATIONS OF THE PLAT SHALL RUN
WITH THE LAND.
CERTIFICATE OF DEDICATION�
..
THE OWNER DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO (HEREAFTER CITY"), FOR PUBLIC USE, FOREVER, A PERMANENT
RIGHT-OF-WAY FOR T
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STREE PURPOSES AND THE EASEMENTS AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT (1) ACCEPTANCE BY
THE CITY OF THIS DEDICAl10N OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DEDICATED, AND (2) ACCEPTANCE
BY THE CITY OF THIS DEDICATION OF STREETS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN STREETS SO DEDICATED UNTIL SUCH TIME AS THE
PROVISIONS OF THE MAINTENANCE GUARANTEE HAVE BEEN FULLY SATISFIED. THE STREETS DEDICATED ON THIS PLAT ARE THE FEE PROPERTY OF THE CITY AS
PROVIDED IN SECTION 31-23-107 C.R.S. THE CITYS RIGHTS UNDER THE EASEMENTS INCLUDE THE RIGHT TO INSTALL, OPERATE, ACCESS, MAINTAIN, REPAIR,
RECONSTRUCT, REMOVE AND REPLACE WITHIN THE EASEMENTS PUBLIC IMPROVEMENTS CONSISTENT WITH THE INTENDED PURPOSE OF THE EASEMENTS; THE
RIGHT TO INSTALL, MAINTAIN AND USE GATES IN ANY FENCES THAT CROSS THE EASEMENTS; THE RIGHT TO MARK THE LOCATION OF THE EASEMENTS WITH
SUITABLE MARKERS; AND THE RIGHT TO PERMIT OTHER PUBLIC UTILITIES TO EXERCISE THESE SAME RIGHTS. OWNER RESERVES THE RIGHT TO USE THE
EASEMENTS FOR PURPOSES THAT DO NOT INTERFERE WITH THE FULL ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR
MAINTENANCE OF ITS OWN IMPROVEMENTS AND FOR REPAIRING ANY DAMAGE CAUSED BY ITS ACIIVITIES IN THE EASEMENTS, BUT BY ACCEPTANCE OF THIS
DEDICATION, THE CITY DOES NOT ACCEPT THE DUTY OF MAINTENANCE OF THE EASEMENTS, OR OF IMPROVEMENTS IN THE EASEMENTS THAT ARE NOT OWNED BY
THE CITY. OWNER WILL MAINTAIN THE SURFACE OF THE EASEMENTS IN A SANITARY CONDI110N IN COMPLIANCE WITH ANY APPLICABLE WEED, NUISANCE OR
OTHER LEGAL REQUIREMENTS.
EXCEPT AS EXPRESSLY PERMITTED IN AN APPROVED PLAN OF DEVELOPMENT OR OTHER WRITTEN AGREEMENT WITH THE CITY, OWNER WILL NOT INSTALL ON THE
EASEMENTS, OR PERMIT THE INSTALLAl10N ON THE EASEMENTS, OF ANY BUILDING, STRUCTURE, IMPROVEMENT, FENCE, RETAINING WALL, SIDEWALK, TREE OR
OTHER LANDSCAPING (OTHER THAN USUAL AND CUSTOMARY GRASSES AND OTHER GROUND COVER),IN THE EVENT SUCH OBSTACLES ARE INSTALLED IN THE
EASEMENTS, THE CITY HAS THE RIGHT TO REQUIRE THE OWNER TO REMOVE SUCH OBSTACLES FROM THE EASEMENTS. IF OWNER DOES NOT REMOVE SUCH
OBSTACLES, THE CITY MAY REMOVE SUCH OBSTACLES WITHOUT ANY UABILITY OR OBLIGATION FOR REPAIR AND REPLACEMENT THEREOF, AND CHARGE THE
OWNER THE CITY'S COSTS FOR SUCH REMOVAL. IF THE CITY CHOOSES NOT TO REMOVE THE OBSTACLES, THE CITY WILL NOT BE LIABLE FOR ANY DAMAGE TO
THE OBSTACLES OR ANY OTHER PROPERTY TO WHICH THEY ARE ATTACHED.
THE RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITY'S AGENTS, LICENSEES, PERMITTEES AND ASSIGNS.
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POLESTAR VILLAGE HOLDINGS, LLC
BY: DATE:
(NAME) (TITLE)
STATE OF
ss.
COUNTY OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY
OF POLESTAR VILLAGE HOLDINGS, LLC, THIS DAY OF
MY COMMISSION EXPIRES _
WITNESS MY HAND AND SEAL
NOTARY PUBLIC
20_
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ATTORNEY'S CERTIFICATION�
I HEREBY CERTIFY TNAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 2.2.3(c)(3)(a) THROUGH (e) INCLUSIVE OF T}iE
LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORAl10N OR OTHER ENTITY
ARE DULY AUTHORIZED SIGNATORIES
UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFlCATION 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 INFORMAl10N DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS
AUTHORIZED BY SECTION 2.2.3(c)(3)(f) OF
THE LAND USE CODE.
ACCEPTANCE CERTIFICATE
THE DEDICATION OF DITCH EASEMENTS ARE HEREBY ACCEPTED FOR OWNERSHIP AND MAINTENANCE BY PLEASANT VALLEY AND LAKE CANAL.
PLEASANT VALLEY AND LAKE CANAL
BY:
TI TLE:
STATE OF
COUNTY OF SS
CITY OF
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _ DAY OF . 20
BY AS OF PLEASANT VALLEY AND LAKE CANAL.
NAME TITLE
WITNESS MY HAND AND OFFICIAL SEAL
MY COMMISSION EXPIRES:
NOTARY PUBLIC
SURVEYOR'S STATE�NT�
I, DEREK LEE VAGIAS, A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS SUBDIVISION PLAT WAS PREPARED FROM AN
ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WERE FOUND OR SET AS SHOWN, AND THAT THE
FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY KNOWLEDGE, INFORMAl10N AND BELIEF.
DEREK LEE VAGIAS
COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR #38578
APPROVED AS TO FORM, CITY ENOINEER�
BY THE CITY EN�INEER OF THE CITY OF FORT COLLINS, COLORADO THIS _ DAY OF
ATTORNEY:
ADDRESS:
REGISTRATION NO.:
A.D., 20_
MAINTENANCE OUARANTEE�
THE OWNER HEREBY WARRANTS AND GUARANTEES TO THE CITY, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COMPLETION AND FIRST ACCEPTANCE
BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE MAINTENANCE AND REPAIR OF THE IMPROVEMENTS TO BE
CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH
THE CITY LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULAl10NS, AS APPLICABLE. THIS GUARANTEE APPLIES TO THE STREETS AND ALL OTHER
APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS-OF-WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITAl10N,
ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR
REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT.
THE OWNER SHALL MAINTAIN SAID IMPR N
OVEME TS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL CONSTRUCTION STANDARDS,
SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE OWNER SHALL ALSO CORRECT AND REPAIR, OR CAUSE TO BE
CORRECTED AND REPAIRED, ALL DAMAGES TO SAID IMPROVEMENTS RESULTING FROM DEVELOPMENT-RELATED OR BUILDING-RELATED ACTIVITIES. IN THE EVENT
THE OWNER FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE
CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE OWNER. THE CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS
AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION
OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE OWNER.
REPAIR OUARANTEE�
IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE OWNER DOES HEREBY AGREE TO HOLD THE CITY
HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS TO BE
CONSTRUCTED IN CONNECTION WITH THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT, FROM ANY AND ALL CLAIMS, DAMAGES, OR DEMANDS ARISING ON
ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN; AND THE OWNER FURTHERMORE COMMITS TO MAKE
NECESSARY REPAIRS TO SAID PUBLIC IMPROVEMENTS, TO INCLUDE, WITHOUT LIMITATION, THE ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS,
SUB-DRAINS, CULVERTS, WALLS AND BRIDGES WITHIN THE RIGHT-OF-WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM FAILURES CAUSED BY
DESIGN AND/OR CONSTRUC110N DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL AS
DEFECTS CAUSED BY OR CONSISTING OF SETTLING TRENCHES, FILLS OR EXCAVATIONS.
FURTHER, THE OWNER WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY SHALL NOT BE LIABLE
TO THE OWNER OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGUGENCE IN
EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF
COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER WHATSOEVER ON PRIVATE PROPERTY. ANY AND
ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF THE OWNER. f FURTHER WARRANT THAT I HAVE THE RIGHT TO
CONVEY SAID LAND ACCORDING TO THIS PLAT.
NOTICE OF OTHER DOCUMENTS�
ALL PERSON5 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
CONS?ITUTE PROMISES AND COVENANTS THAT, ALONG WITH THE OBLIGATIONS UNDER THIS PLAT, RUN WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE
AMENDED
FROM TIME TO TIME AND MAY INCLUDE, WITNOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL
LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY AND SHOULD BE CLOSELY
EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE.
TRACT T�►BLE�
Tract AREA (SF)
A 277,580
B 235,509
USAGE
ACCESS, DRAINAGE, LANDSCAPING, MAINTENANCE AND UTILITY EASEMENT
ACCESS, DRAINAGE, LANDSCAPING, MAINTENANCE AND UTILITY EASEMENT
OWNERSHIP MAINTENANCE i
HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION il
HOME OWNERS ASSOCIATION HOME OWNERS ASSOCIATION ;
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY
THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY,
THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF
FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR
RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE
CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS
PUBLIC STREETS OR DRIVES.
CITY ENGINEER
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PLANNN�1a APPROVAI.� << �� �
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BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES THE CITY OF FORT COLLINS, COLORADO ,�r ,
THIS DAY OF A.D., 20 �t- �'� }�'`��r
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DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
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QENERAL NOTES� l � � /
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1. PER C.R.S. 18-04-508, ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUB C LAND�SURVEY MONUMENT OR LAND MONUMENT OR
ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR.
2. PER C.R.S. 38-51-106, ��ALL LINEAL UNITS DEPICTED ON THIS LAND SURVEY PLAT ARE U.S. SURVEY FE T. ONE METER EQUALS 39.37/12 U.S. SURVEY
FEET, EXACTLY ACCORDING TO THE NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY."
3. PER C.R.S. 13-80-105, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEF CT IN THIS URVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION BASEO UPON ANY DEFECTIN IS SURVEY B COMMENCED MORE THAN TEN YEARS FROM THE
DATE OF THE CERTIFlCATION SHOWN HEREON.
4. THIS LAND SURVEY DOES NOT CONSIITUTE A TITLE SEARCH BY JR ENGINEERING, LLC 0 DETERMINE OWNERSHIP OF THIS TRACT, VERIFY THE DESCRIP110N
SHOWN, VERIFY THE COMPAl1BILiTY OF THIS DESCRIPTION WITH THAT OF ADJACENT ACTS, OR VE IFY EASEMENTS OF RECORD. FOR ALL INFORMATION
REGARDING EASEMENTS, RIGHTS-OF-WAY OR TITLE OF RECORD, JR ENGIN RI , ED UPO TITLE COMMITMENT N0. FC25190115-3, PREPARED BY
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, EFFECTIVE DATE OF AUGUST 3, 20 . . AND TITLE COMMITMENT N0. FCC25190596,
PREPARED BY OLD REPUBLIC NATIONAL T1TLE INSURANCE COMPANY, EFFE TE F Y 23, 2021 AT 5:00 P.M.
5. BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SEC110N 16, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL
MERIOIAN, 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
3" ALUMINUM CAP STAMPED "PLS 20123 1989" IN A RANGE BOX, BEARING S89'07'36"E AS REFERENCED TO COLORADO STATE PLANE NORTH ZONE.
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
NUMBER 08069C0960F, EFFECTIVE DATE DECEMBER 19, 2006. PORTIONS OF THIS PROPERTY ARE IN THE CITY-DESIGNATED CANAL IMPORTATION FLOODPLAIN
AND FLOODWAY AND MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE.
7. THERE SHALL BE NO PRIVATE CONDI110NS, COVENANTS OR RESTRICTIONS THAT PROHIBIT OR LIMIT THE INSTALLATION OF RESOURCE CONSERVING EQUIPMENT
OR LANDSCAPING THAT ARE ALLOWED BY SEC110NS 12-120 - 12-122 OF THE CITY CODE.
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-EXIINGUISH.
APPLICANT/OWNER
POLESTAR GARDENS, INC
ATTN: MICHAEL GORNIK
PO BOX 271582
FORT COLLINS, CO 80521
PN808.443.9956
ENGINEER
JR ENGINEERING, LLC
ATTN: JOEY FRANK, PE
2900 SOUTH COLLEGE AVE, SUITE 3D
FORT COLLINS, CO 80525
PN303.267.6232
JFRANK�JRENGINEERING.COM
SURVEYOR
JR ENGINEERING, LLC
ATTN: DEREK VAGIAS
7200 S. ALTON WAY, SUITE C400
CENTENNIAL, CO 80112
PN303.267.6218
DVAGIAS�JRENGINEERING.COM
JOB N0. 39797.01
AU GU ST 29, 2023
SH EET 1 OF 4 �12�
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J•R ENGINEERING
A Westrian Company
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A PARCEL OF LAiVD 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 _ _ _ _
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-. LANDSCAPING, S71 08 � ��, ;,� ;� o� 1 901 SF � >' �
MAINTENANCE, PARKIN ,�'S 36 „� 0 6737 $� AC o r 0.0436 AC � r 3 � �
AND PEDESTRIAN �o N62'09 09 W ,„ , �
ACCESS EASEMENT c�� 16,657 SF `� ,� '" DRAINAGE LANDSCAPING Z N I N ~ � I
---7-�' SEE SHEET 3
30.74' L1(TIE) I � � __ __
o � � � � �
o O � � � �� � i TRACT A �or 30
�° w I r� 2 7 7 5 8 0 S F
41 N �� � ao � � � 6.3724 AC
1,839 SF o I� I r�i M � � DRAINAGE,
0.0422 AC ,00 � cD I w I LANDSCAPING,
o N� I ' MAINTENANCE,
Z I I `n � o`�o PARKING AND
S89'S9'08"E � � o �� PEDESTRIAN
30.56' � � o � M ACCESS
7.50' S89'59'08"E 70.00' ��• z � i EASEMENT
�
o�n 42 ��n I �
"� � 1,900 SF �'- � � �
� c�v 0.0436 AC � N� � � �
�'' 70.00' � � M � �
N � � LOT 34
---- � I �- �
o � 4g ��, � � w�
K' � �� � � �vwi
� r� 1, 900 SF
`n N 0.0436 AC � N � � �� w
L'-I �%�. Dd� � I I W(n
� � 47 � I � �w
� o'n 1,901 SF � in � � w Q
� o � 0. 04 3 6 A C �� ( � �
� z N I� � I Q
oN89'S9'08"W 70.00' I I �
0 o=so•oo'oo" I � � � a=so•oo'oo„
� UTILITY R=25.00' I � R=25.00�
EASEMENT L=39.27' I I � L=39.27'
S89'S9'08"E CH=35.36' � / �\ CH=35.36'
N45'00'S2"E , / � S44'59'OS"E
45.00'� _ _
�� I � I��� L2
�--- �
`� 785438'��0j6� -''--____ \\����� 8�8 , FOUND 1-1/4'" BLUE PLAST/C CAP N89'59'08"W 94.00' �� o 0 0 � � o,Nn
�'--- �8 STAMPED.•LS .38470 0 � o � � I � � � o
��'- � o ui
;� N78. � �, „�'' \�� FOUND 1-1/4" BLUE PLAST/C CAP o � N L I- J v�i
�� s>. ��.� r'�. W S39'30'44"W �o
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tis� o\�� ' ��, �9A ��� S 28 � �� � p S � � o
y�-`.�� ' s�, �j• �' •'y° �, `C� L''` rn
LOT 1, BLOCK 1, �
��y � 29. , 0 �,�1
T N E S E C O N D R E P L A T O F S >> �� � 6� � s 3 2 g'17 �� � S(r w
SCENIC li/EWS; P. U.D. �y1' ��p, � ����oa F Ng4'30�44"E �� ��� � � �
REC. NO. 98027263 \ �8�y ��� ��S9 FOUND 1-1/4" ORANGE PLAS77C CAP l/� 1� a o
ZONE.. \ ��0 ��`\ � 96'' "/LLEG/BLE'" � S � � � �i�� o
LOW DENS/TY - .�?' ��� � �S7g• i' � ` � z
M/XED-USE ` - S� 4O "E 6p , � d �
_ _s¢ �, ,���
NEIGHBORHOOD -''--_____ � - � _ S8,j2g
___ __ 't7"E'7204.
____ ____ _ �S, REFE _ _ _ _ _ �
�
_N _____ ENCE L/ \ S,,•
\� \ �`o �R�. 3 S89'59'08"E 94.00' L3(�E) S89'59'08"E 7d.00' 10.00' I
I_ a j I
44 I �' _ � I �
1,900 SF � N � � � o
0.0436 AC
�o.00' � i2.o' �2.o'I � Z � �
- � s. s� � h ---- - - - � � o, � , $. o' , �. o' � � � �
�� � �, s i o,sos sF �, � � ��, y o 45 J w
�� �\ w � 0.2504 AC N N �`� �� � s i''� � o� 1.901 SF �� � � �¢
\�� �\�s s' cV N 2�p'42g'1 g"�ly �`�� � a �c� Z N 0.0436 AC � N 35.00� � � � w
�cr \ '
`�\ \�" � N89'59'08"W 70.00' � I ao
24 0 � � LOT 35
UNPLATTED � 543g"`,y ��-•- N000019E�ti ��s's3. STAMPED.�LS 38470 Z------- ------- - -
� 192.7 ' � 19.67' � � 3j� N89'S9'08"W 124.00'
�� �\,� i ,o�� ��6� 6,� N46 4836"W ACCESS & EMERGENCY ACCESS
�\ '9S' � •2 27.76' ACCESS EASEMENT EASEMENT
NW COR. SEC.16, T7N, R69W � _ �,, -9Np qN�- �8�
I STAMPED.• LP�S 24307 2005 OCHEL TREE TRO� W SONNY �� � l N)?: ,, CA�`c qNq� y\ � S49 47'41 "E
� /N A RANGE BOX � � � �' st636; ry� ,\\` � 30. 33' �» � 55. 34'
� UNPLA TTED � � � � S84'2814 W
� ZONE.• I N00'0019 E � 3,3�%��-, � k�
17.51' \
L OW DENS/TY OWNER.• �� � �`�' ,
M/XED-USE STERN AARON/✓OSSEL YN FAM/L Y TRUST N72•4 , `�� Dc�
4��` \ \
NE/GHBORHOOD I 6 36 bW ` �' h�`� \
3
�
�
���
�o
� �
N W
�
?N \
O =
�IW
�IV
�
I�
` � \ ACCESS EASEMENT BY
ZONE.• I 85 9�' �+� \ � SEPARATE DOCUMENT
KEY MAP LOW DENS/TY , ,ti
M/XED-USE � p0 ��` � �
NE/GHBORHODD �,�' ��� � � �
\
N46'48'36"W � \ �
I , 21.99' � \ ' � \\ �\
�
I
--�--
POINT OF COMMENCEMENT
W1/4 COR. SEC.16, T7N, R69W
.3-1/4" ALUM/NUM CAP
STAMPED: PLS 20123 1987
/N A RANGE BOX
LINE TABLE
LINE BEARING DISTANCE
L1 S89'59'08"E 25.00'
L2 S89'59'08"E 5.00'
L18 S75'05'46"E 39.18�
L19 S28'32�54"E 28.52�
L20 N46'36'43"E 2.45'
U/VPLA TTED
OWNER.•
✓ARED ROSS
ZONE.•
LOW DENS/TY
M/XED-USE
NE/GHBORHOOD
/
/
N68'10�45"W
42.86'
SET 18" LONG N0. 5 REBAR
W/TH A 1. 5" ALUM/NUM CAP
ST'AMPED.• JR ENG PLS 38578
(TYPICAL)
UNPLA TTED
\ � OWNER.•
\ � DENN/S STENSON
\ �
\ �
\ \
� �
� �
� �
- 1� t� LEOEND
� �
I I
� �
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%
/ /
/ /
I /
� /
: / /
/ � /
O
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SF
AC
SET 18" LONG N0. 5 REBAR
WITH A 1.5" ALUMINUM CAP
STAMPED "JR ENG PLS 38578"
PROPERTY LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
SQUARE FEET
ACRES
BLOCK NUMBER
W EL/ZABETH S
- - - - - _ - - - - _ _ _ _ 1584..31 � - -
S89 07'.36 "E 2590. 8,3'
SOUTN L/NE NW>/4 SEC.16, T7N, R69W
BAS/S OF BEAR/NGS
ao
0
3
N
�
Q
O
O
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0
O
N
W
h
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ORIGINAL SCALE: 1" = 30'
�
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__ __ __ �
�
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MOUNTA/RE SUBD/I//S/ON
BOOK 1770, PAGE 599
ZONE.•
LOW DENS/TY
RES/DENTIAL
LOT 36
POINT OF
BEGINNING
LOT 39
1-1/4 " BL UE PLAS7IC CAP p
STAMPED.•LS .38470 �
��
- - _ � ^ _ �_
\/
C1/4 COR. SEC.16, T7N, R69W
3" AL UM/NUM CAP
STAMPED.• PLS 20123 1989
/N A RANGE BOX
//
//
JOB N0. 39797.01
AU GU ST 29, 2023
SH EET 2 OF 4 \�.�
�\�°�
�
J•R ENGINEERING
A Westrian Company
�It � 1 •t4� � � . � � � �� ►! •i •i
� � • 1 �• •::: : � :o, � ►�
�
��
�� /,
__�
� TRACT A,
7NE SECOND REPLA T OF
SCEN/C 1�/EWS, P. U. D.
REC. ND. 98027263
ZONE.•
L OW DENS/TY
M/XED-USE
NE/GHBORHOOD
�\
LINE TABLE
LINE BEARING DISTANCE
L1 S89'S9'08"E 25.00'
L5 S89'59�08"E 19.00�
L6 N00'00'52"E 9.71'
L7 S89'59'08"E 12.00'
L8 N89'S9'08"W 12.00'
L10 S47'20'26"E 8.42'
L11 N51'03'59"E 10.18'
L15 N54'22'04"W 9.16'
L16 N01'15�39"W 16.47'
L17 S52'30'55"E 42.85�
L18 S75'05'46"E 39.18'
L19 S28'32'54"E 28.52'
L20 N4636'43"E 2.45'
L21 S33'00'57"W 11.44�
L22 S47'14'17"W 10.72'
KEY MAP
� � I,�� `'
� \�`� � �., 562. 30 15 0
� � F� �9 p9, ^4�
\��\ �� tiR O �`��, F 8p �'�' ORIGINAL SCALE: 1" = 30'
�' �' 69' �
r
\� � ��s r....�..�.-,„�., _ �i9 �.� tn^
SEE SHEET 2
SEE SHEET 4 _ _ _ _
W PLUM ST
�or 30
w �o.00' I ° �� JOB N0. 39797.01
����f � � 43 � AU GU ST 29, 2023
��,L� � o� �,so� sF �� Q � SHEET 3 OF 4
� � � o� r 0.0436 AC �
Z N iN 3 I �
DRAI AGE, LANDSCAPING, �
LS 38578 ACCESS EASEMENT �jC p�6 0.3824 AC � N62 09 09 W
L20(TIE) Z 19.00 MAINTENANCE, PARKING AND
`\� � �L���,rZ � `rR�, PEDESTRIAN ACCESS EASEMENT
� �
N89'59'08"W 70.00' I a I
10.00'-�-r = �
S89'59'OS"E 70.00' a I
�- a I
M� 44 I� a �
_
� N 1,900 SF � N � �
�.
a\�
a\� \ ��
J•R ENGINEERING
A Westrian Company
� � � • � a : . �Ii � 1 •i�!i � � . � � � � • •� •
� � � . � , • •,i:: a � :� � ��
� �-.
SEE SHEET 4 CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
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,
UTILITY ACCESS & EMERGENCY �I U N �� �� UTILITY ACCESS & EMERGENCY CURVE TABLE
EASEMENT YR � ACCESS EASEMENT V
L0� _ _ _ _ _ _ _ _ _ _ _ _ ,� �,� � � E��SEMENT _ _ _ ACCESS EASEMENT _ _ _ _ _ _ � � CURVE DELTA RADIUS LENGTH CHORD
�----- � r------- �
Z ��`--- ------------- • ------------ ,„ . , .r ,
� HOKU LANE o` n r1 C�� o o MELE NE � � � C1 8'28 33 368.50 54.51 S85'44 51 E 54.46
I I o 00 S89'S9'08"E 177.37' � `� ' � � N °° o ,>� � I I
_ o o � � 1 o S89'59 08 E 218.87 0 � � C2 1'53'29" 368.50� 12.16' S80'33�50"E 12.16'
, I I ;° 0 134.05' 10.00' N o �� 32.33' 32.39' n� o o M 174.98' N 10.00' �� � 11.50� ��� � � � n �
11.00 00 N r� U' �i oo ..> > ,., , �� C3 1'5410 368.50 12.24 S78'40 00 E 12.24
� �__ •- � � � � _ S89'S9 08 E 50.30 � S89'59 08 E 50.30 __ J I��'IR
. , , � , , � � > > , � , � � � . �, �
L____ 25 15 25.15 __ _ 25.15 _ 25_15 \ 43.61 _�_ 25.15_ 25.15 25.15 25.15 � C4 17'1518 368.50 110.98 S47'33 40 E 110.56
- - - - - - - - - - - - - - - -�
0 o g,73' �� �+ N � v\\ o 0 0 0 0 o C5 1'S6'03" 368.50' 12.44' S15'16'04"E 12.44'
� o � O o o G w � �, \ � � O� � � � C6 1'55'04" 368.50' 12.33' S13'20'31 "E 12.33'
w � � o o� � �= � '� � w w 3 C7 4'16�02" 368.50� 27.45' S10'14'S7"E 27.44'
N 9 10 N 11 �O 12 ��� a�,� �' �`�,� \ N 19 20 N 21 22 N
0 1,509 SF 1,509 SF o 1,509 SF 1,509 SF 3�� < �► \ 0 1,509 SF 1,509 SF o 1,509 SF 1,509 SF o C10 3'37'41" 431.50' 27.32' S08'44'10"E 27.32'
,o0 0.0346 AC 0.0346 AC ,o0 0.0346 AC 0.0346 AC �\ yN �� / �� \ 0 0.0346 AC 0.0346 AC o 0.0346 AC 0.0346 AC o
� �\ o 0 o ZONE.• C11 1'37'31" 431.50� 12.24' S11'21'46"E 12.24'
z c�n o ���� o �,p .� � Z Z N LOW DENS/TY
o�
rn
�
�
cp
�
N
0
0
0
0
z
CURVE TABLE
CURVE DELTA RADIUS LENGTH CHORD
C14 1'36'12" 431.50� 12.08' S32'20'12"E 12.08'
C15 1'36'33" 431.50' 12.12' S33'56'35"E 12.12'
C16 8'00'52" 431.50' 60.36� S38'45'17"E 60.31'
C17 14'13'20" 431.50' 107.11' S49'52'23'�E 106.84'
C18 3'34'46" 431.50' 26.96' S58'46'26"E 26.95'
C19 1'35'37" 431.50' 12.00' S61'21'37"E 12.00'
C20 1'35�37" 431.50� 12.00� S62'57'14"E 12.00�
C21 5'20'07" 431.50� 40.18' S66'25'06"E 40.16'
o y - � ��
M/XED-USE r
25.15' 25.15' 25.15' 25.15' c�i� �'� C� G � ' ' ' ' NE/GHBORHOOD v C12 1'38'07" 431.50' 12.32� S12'59'36"E 12.32�
y 3 c�y 25.15 25.15 25.15 25.15 z
N89'59�08"W 50.30� N89'S9'08"W 50.30' � c� ��\ �► �� � N89'59'08"W 50.30� N89'59�08"W 50.30' � z C13 17'43'26" 431.50' 133.48' S22'40'23"E 132.95'
� � � \ � w ��
\ �
Noo•oo'S2"E � �� o� TRACT B W� --
� r'- �'- � W $ EX/STING 100 YEAR FL OODPLA/N
• p� \ SS). 235,509 SF W N
60.00 •0�1�„� 2�,�5 �\ �a �a� ��j \ o0 2S�s?26y N� 6� UTIL�TY � PER C/TY OF FORT COLLINS
� �15 \ 6,. � p\\ F Q3 , MAINTENA CE,APARK NGNAND � v v � - - - - �
6 � \ a � �' > > cn cn EASEMENT
N cs z�_ cS. L11(TIE) h S __ __
� `L � H ��� � �\ � 0 2S�S,� PEDESTRIAN ACCESS EASEMEN / p.G� Q Q r o �L6(TIE) r o 1 /�
c� � p � � \ "� O _167 �5+� � � � r' ------- . » . --� I � I /
� a� ' 17 � `� � � h i`� � 24 0 - - - - � -S89'59 08 E 158.80= _ - � - - - r _ �
•o�r \ ^ 23 0,• r- � � �--- -�
� 71.25----- 87.55 ------
1��� 90. 25�5 2as o� o��� \�'o � ,�� �,484 SF O �o�s �}� S� c � . r� } I I � -J� ��} W
, • s p, �� \'o ? 0.0341 AC O /p,� 12.0 12.0'
6� 0� 0 2 9 `r�'. ���� �� \�" �`�� �� 2 4 0,° , ,�(� �' !-( �' l/' � . .� r� I I I I i 2. o' 1 2. 0'� I J w
N9 2 16 � � , �• �,484 SF � o I" � . � . I�s.o i8.o � I �w , , �
O a� 3 J',� 8,92 � /\ cS�, y� O � S89'S9 08 E 60.00 �� o �o � o I I � a
2 O� 0 � 9 ,` , � �� 2,S 0.0341 AC r 4j�• u'j � � F Q p o 0 18.0 17.0 � w
Z� 15 � �� `ro �o. � � i 5�5 � �i ��� Oz �,S . �S� "��` .�F, `�s � 6.00' I I � ``' � O I� I � 35.00'
1�j p� � � t� O / Z �j0 � R' �1' Q\\ 'p 9' %St ,.`^ .�Dc '> �' d- 27
25• 14 •o'� ��' �n �� �' � 5°' � �o. ``� G`22 �.� s' ��., I I w �� � 3 24 o I
�+ � o. .� o. i �5 �1 � 6+ �j � 6'• 2S „�`L �j, �ri 1,509 SF I� = I � �
°o a o��� �� � 25' o�'`� � � s s>� �s �'� ��s 's' ��'� 25 s N o.0346 AC ��; � 33 P� I 34 � I- I I I
y 13 �+ r'��� �' y�'�` 10.00' � `�6�/ � \�� �� �� �`3�' 1 484 SF O r' � 60.00� N � � 0 5,202 SF Fo � 6.391 SF o ^ � I }�
� � F� • p S p. 0.1194 AC o 0.1467 AC o � � rn � c� z
r'c1; �� p`� �P �' � 5 5 .. 5�� ' i ��� ��S 9S � 0.0341 AC 9• •� i� � � � o �o � o `f I z W
� o�so o. �-c� i 25 � 626� „�� �N 2�/5� �o �R F`� � 5 S- ao a, 28 � o� 00 0 �o � o �� � o � w�
o�. �� n i, r� 1 p�0� i . \ p •�3 , F�,l, \ �'�, � ) � 1,218 SF � rn �� � � N � �� cn
L10 TIE o N c� o z cn v� c� w
�� nJ,,� ,�/2�?g �1, 6� �� 1 1�� g8 `'�L5 �� 122 ��c1;� 4������ ��'5��� \� �� � j`s� 1, 48 4 SF 0 N N 0.0279 AC � � N 3 � � � � � � � w i� � �� w
0• S � i C� � \ O � 60.00 N. '
/ 9 „ °� � � � �` \ � �' � S C' r'' 0.0341 AC � �n � a' ' ' L5 TIE � `n � � � w v�i
�o zo � ,1� `� �o , 3 0 �� �. � � �•� �R �s A � �s� � � o � 29 O � � I I _ o � �t
0• 10.76 'o � � '4 , � � 4 0 , 71.25 , „ , 87.55
�o. �5� c�6��� /�"� � 5�i � J' a 2� �o ��� '\ D��� q 6's�.`��. � S �/y r,s ,yD� ,00 0 1,218 SF � N o o � � L8(TIE) N89'59 08 W 158.80 � j� o I� � I w �
25' � � � � `L i s. ' o a' cP � \`l, O. C�,S, sr�, � s� •� .�' 1 o c� 0.0279 AC � o N �' � Z � Q
� / 6�t� , i s o� o. y-� � �,`L �,1 S�. �� �S �3�. �`S' g` L z 60.00' cn w � I� I � � v
�� �92'33'11 , / / S 25i5i � o�`so� �' o� `�'' `�O3 �`9�6699,. 2?1 � � �' 3Q I � I � S89'59'08"E 60.00' . .. . � � � � � a
R=38.00� / / i 2� rno = �, � � �- \S, �Q\� � � ,y F � � � � 1,509 SF � `n � S89'59 08 E 60.00 � �
� L-61.38 �/ / � o� • p F` y'c` ,�5 AG. sz� �y XR. � � o�n . �
� C H= 5 4. 9 2���/ / � Z 1 9 �o 'o�,�`o o. rn o � 25• � � s p�, � S �� 9 ��, L9(TIE) N 0.0346 AC � N oo �n o; n 3 2 ' n ro � } � �
� � M / tJ � � � �O . O � �iS`, � �� siS , � y � Z � � � `� � � � � Q �
S17'46 37 W � � / �: o. �o, �+ o, g 5 �3 � 8�' � � � o�ri 1 509 SF �ri � '`� �- 35 � �''� � �
� � / s�, •o so �n � ,� N� � F .�, s � a � � , � , - - � NI ' N � TRACT B � � 3
�o �, � v' � �� `L�� p� � �. S 8 Aj� ��7• N89'59 08 W 60.00 w �•0346 AC � �n N 1,509 SF � N�n � � �
� S6,376'S2 "W � 1 � � �' � r o O s r 3�� � � _ I
� = o� � c�6 '�j � .2 s � �, ��+, SS S 36, �\ � _ �,,� 0.0346 AC � � Z � �
� 2.5 00' � � � � '� , ,�� o � 23 .,s• c 8' �� � I I � � � I so.00' � , 235,5 �� N , N o°, I
� 1 �, �\ 6,0 �' 2 g �5 O ��^ � �� �5 Q. G �� ��� ti�s c� 13 8. 45, ��\ L 7( T I E) O � o; n � 31 ; n o 5. 0 6 5 A C � 6 0. 0 0 � n
� F O U N D 1- 1/ 4" B L U E P L A S T I C CAP \ � o , 50� �`� �`� O� �� ��� � Cy� l ��� I I a � o' n � p p�46 SqC ' n o ' ' � 1, 5 0 9 S F I' � � I
DRAtNAGE LANDSCAPING o � �
\ p_ ,�5 „� �• p'S o,• � SS 9' 3�6 � I I� � c� c� MAINTENANCE PARKING o� O I� o I
STAMPED.•LS 38470 � \ � 25� 0��� ��'s, O• `'� � 24 2S �pA� SRA� 4' Sgs S,\�� 1 ��[ Z I � AND PEDESTRIAN Z N 0.0346 AC I N N I � I
\N \ � �\ S6�` � �� �6�� s' � �.G �O , �S, �9ry `��. �0�"E � , „ , AC S EASEMENT I �
\ � � O �� ,� �• p0 F 22, � � - - I N89'S9 08 W 60.00 . „ ,
_ � �• `� \ � \� \ ��o � �p. � •��+ J,� ��R3 ,� o.�� ��`o��. L15(TIE) S� F C3 �2 � -------------- ------- N89'S908 W 60.00 Jo - --��-----
'� ��\ � �4 \ � \ � �p�� �• �L �'S O• ro �S `��' �.� \ C1 9' UTILITY EASEMENT , �r � • � ,
\ � \ '�� r' ! � � � ' 25 �s• ' � �, � 0 142.74 � 12.0 12.0 38.50
N\` cs �� \ � \ \ �fO� 1 900 SF ��3` ���,�� v s�� s� ,y�� i�` g� G v�'�� �'78 �tij� a��8'lj N89'59'08"W 205.24'
�a ��\°;. \ � �� � \ o.o43s ,ac � � �b��RACT A �� �,'�� o���a'`P o° \ � c� �� ���2� °
a; w �`fl_ � � \ �'�\ , 33 �' � �j 277,5so sF `' '`• o� h°'� 26 0° %�'� 9 'gs' � �
�i': cs'�` � ' � � ��� 0� �cS` 6.3724 AC 2 �� g�Q,G �°'' / �� � \2� CH,127»' S��•� � M
o �� ,SET 18" LONG NO. 5 REBAR �`- p 1,420 SF �. S
�4 �� W1TH A 1.5" ALUM/NUM CAP 2 \� 0.0326 AC � DR AG ti�` ��S• ��` � r� � � 800"
� ` r' `�-� LANDSCAPI �O �` ^��` o�'` / � / � � C2� E _Q��_ _ �_
� STAMPED.•✓R ENG PLS .38578 � � sr� '�� � � �
�� � � � \ ��, �\ 32 ��s MAINTENANCE, PARKING �9, ? p ,�,�`'� / � � / � � � -9�32 34 L=66.62'
�o�, � � s � \ . 1,900 SF AND PEDESTRIAN �Y S� „�1 / � o� / � � d� �H=66.54' S85'12'S0"E
�\ PLEASANT �ALLEY \ � �: �r'� � O� 0.0436 AC , ACCESS EASEMENT' S� S� g � o / ��4 S8' »
_ \ AND \AKE CANAL \ � � �y ��• o�p �� 62� , •�3�, � �"�' /� / � CG�3>S�4
�� \ � \ ac9 � \ .•�1 � , h 9�9 F i w // // r�, / � 1�� Sj �3749
`� \ � \ c'�. `sc9. r'�\ O 0� � 0� ,.<v ,� 27 �S > , i .~. � / �•. � � 1�. � 34 3�„ � ` � �
�� \ � \ �y �s�,, •��\ S61 � , 02 E � � h� `�' 968 SF S � ° � / �o /�°j � / �`L e / ` - - _ _ _ a=12'30'53" ,
�� \ �9� � � �� O �c9. :o � 0.0222 AC � / ^ ,�^' � � ��� � � / - �=94.25' _ 86.83
�\ \ \ � � �o N6� 31 r'�. `� ^ 28 �S ^� �o / / 2ti •. � / � N04'19 23 W / CH=94.06' - - - - - - - - „
- � \ �' � 1,900 SF ? c�, �S� ry� �`�% � / 19.71 / S82'51'OS"E �0'52'36
�� \ \ � �C� r,, 0.0436 AC `rcP, 968 SF ,� � � / � / , „ L=6.60
LOT 1, BLOCK 1, �'(GNN'� \��t�` 10.00' �` 0.0222 AC ^ / / � / S00'00 51 W �
O E N \ , � 4 �rj ,tr� /� rtc, 37 / 47.73
� CH=6.60'
THE SECOND REPLAT OF Pc�E�`\ \ 3 \ � � ��� p0 3� � N62. `S�S• ^ � / / / � '� 5 241 SF / �2'31'45" � S89'32'49"E
SCEN/C l/IEWS, P. U. D. E � 0• '�3` D `� � � � ' �
REC. NO. 98027263 � \ �- � \ cs.\ � 1,420 SF c9. 9'p9, `v ^ � / � � p % 0.1203 AC � L=19.05' , „
� � N � � ��, 0.0326 AC bY �`�' � � ,h � � ��o CH=19.05' S00'00 52 W 39 �
�� �cn � �• ����>> � � � `� `y 5' NO-BUILD � �' S75'19'46"E 19.00' �
ZONE.• `� \a, \ � r'�, a\ 29 �38'21'29 � �� �j� / � � / � EASEMENT � �O 7,434 SF
LOW DENS/TY �� \N \� cS�,, �� � 1,900 SF R=38.00 �FJ/ � /� ���.��' S89'S9'08"E 3 0.1707 AC o
M/XED-USE �� ��_ � � � �\ �p0 0.0436 AC L=25.44� `/�� � / � A� / � 2.87 � �o
NE/GHBORHODD � � \ � , CH=24.97' � �� � / •� / p�� � » o� �n �
� \ \ � / sr• p� S89'59 08 E cv -
� � � \ 0� N47'01'35"E / � / / � �
- ��\ \� \� � cSW. r��� ��� �� � / � \\ C / -� �'�s• � 9.85' N o
� `+`T�
�\ � � � ��s\ 1.�002 � � � � � � 'B�nE� � ��� 38 � so.8�'
�Q �\ � � 0 � `'6 � � � � X /� � : N62• `�!y 6,732 SF N89'59'08"W 181.08'
2 � \ \ p�. , � � � , / h 09. � 0.1545 AC
� \`��, \ N \\ � 2 � �`L� � 4.56� � � � i' �� �1 / / � `'�� °jry `38S �9yly �6'j, RS �`°
� �� N ACCESS & � i �E � / ^ �' 2� srj, �'S•
Cj� 1, � . N�\ � v; EMERGENCY �`L' � - - / � � .�,L20� � � � �� �' ,,y�
��� - �: �� � a,_ ACCESS \ _ _ � � � � 1
y o � � \\ EASEMENT \ \\ 4� w' N � � � i � / N27'50'51"E �AA,`�A �`�� ZONE.•
� � m '�� � � � / � � 4.00 s���9� p�� LOW DENS/TY
r'� ' ` � , � \ o � � � � � � y �jry 5 M/XED-USE
c,��, w``� � N \ �ro `���� �� � i �o` N62'09 09 W �y lVE/GHBORHOOD
� z \� UTILITY�� �_ _���`���� �
16.00'
o�� -_ ��� � ' EASEMENT � _ _ , ��� ,,3 N62'09'09"W S44'35'47"W
`��� ��� TRACT A o=s5��'42"` ' � o� 3s.4s �2.s�'
c�� `� 277,580 SF R=38.00' ,� N62'09'09"W
�� 6.37 C L=56.57' �N N27'50'51 "E 16.00'
RAINAG , CH=51.49' h� S 38.00'
TRACT A
LANDSCAPING, S71'08'49"E �� ��, ��" 277 580 SF
REBAR AINTENANCE, PARKI G �'S� 36 �� '``�^
1M CAP �� AND PEDESTRIAN � ,.��0 16 657 SF `�� h� •� ^ 72
N89'S9�08"W 205_24'
154.74'
�o 0
u.� �r?
� �
50.50'
0
o �?
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�
N89'59'08"W 205.24'
9' UTILITY EASEMENT 55.91' � 12.0� 12.0'I 38.50'
-------- N-------- �- -- -----
�n � ��2.0� �2.��� � W
w 18.0' 17.0' � w
a, N 35.00' � Q
io
�� I i� � 24 �00' � � � w °'
LOT 23
MOUNTA/RE SUBD/l//S/ON
BOOK 1770, PAGE 599
ZONE.•
LOW DENS/TY
RES/DENT/AL
LOT 24
_� � _
\ �'ooi'R
LOT 25
00
r�i
ao
0
3
s
N
�
0
0
0
N
LOT 29
W PLUM ST
(60' R. O. W.)
BOOK 1770, PAGE 599
MDU/V iA/RE SUBD/ li/SION
BOOK 1770, PAGE 599
ZOIVE.•
L OW DENS/TY
RES/DENT/AL
40 0 � r- o
7,418 SF `n
0.1703 AC � I�� I I�}�~ �
N89'59�08��W ��J � �� Z w w
30.74' L1(TIE)� � I � w� � w
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o I i � I I¢w w
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41 N � � � 2��.sso sF
�� � � � 6.3724 AC
S00'09'32"E 1,839 SF o � � I � M � � DRAINAGE,
35.83' 0.0422 AC ,00 � cO I w � � LANDSCAPING,
o � cv � �„� MAINTENANCE,
Z I � `n � oo PARKING AND
S89'59'08"E o � � PEDESTRIAN
30.56' � I o �� ACCESS
7.50' S89'59�08"E 70.00' ��• I Z � � EASEMENT
� �
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LEOEND
�
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
S89'08'59"E
15.21'
UNPLA TTED
OWNER.•
PLEASANT I/ALLEY ACRES
ZONE.•
� LOW DENS/TY
� RES/DEN77AL
�
W �
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Q
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(27' R. O. W.)
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TRACT A,
THE SECOND REPLA T OF
SCEN/C l//EWS, P. U. D.
REC. NO. 98027263
ZONE.•
LOW DENSITY
M/XED-USE
NE/GHBORHOOD
�y�
` /1
_i
0
LOT 24
ZONE.• LOT 2,3
LOT 22
LOT 21
FOUND LOW DENS/TY LOCUST GROI/E, TH/RD F/L/NG FOUND
2" YELLOW PLAST/C CAP RES/DENT/AL REC. NO. 193.35 1" RED PLASIIC CAP
STAMPED.•LS 14823 STAMPED.•LS 6839
S89'08'59"E 359.67'
(�--_ 65.23' _ _ 60.00� _ _ _ _ _ _ 60.00' _ 60.00' 60.00� 69.66'
-- --------- - ------- ---------- ----------1
� 6' U TI LI TY I o
EASEMENT � o
� 6� UTILITY 2" YELLOW PLAS COCAP � M
EASEMENT ZONE.• I
I ^ ia O � LOW DENSITY STAMPED.•LS 14823 �
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O �.,�
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cjOO�Z
v`'V � W
o W �
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30.04'
LOT 11,
LOCUST GROI/E, TH/RD F/L/NG
REC. NO. 19335
S88'40'58"E 170.00'
ZONE.•
LOW DENS/TY
RES/DENT/AL
� r oo MIXED-USE ''� 110.00� - -
N � o 0 0 o NE/GHBORHOOD o � � I I
� �
N� � � 3 3 3 3 � � cO M I 6' U TI LI TY ��
��� 7,065 SF N 6,5 5 SF N 3 '`' 4 ►� 5 3 6 � 3 p � � � O EASEMENT �
��� 0.1622 AC N N 6,586 SF N 6,588 SF N 6,589 SF N "� u� � �
3 � 0.1512 AC cv 7,572 SF c� �
� 0.1512 AC N I > t �
,n 0.1512 AC ,n 01513 AC N 01738 AC N � 9 UTILITY �
co � � o ' :n • �n � '''� LOT 6, BLOCK 3
N o 0 0 0 o I � a, c.� � EASEMENT
"�o i � N � v�i � I o � � N (� o L OCUST GRO l/E
N tn F- ,_ :� � I� o SECOND F/L/N6
� 9' UTILITY � � � 0 8,572 SF � r� � REC. NO. 897435
Z � EASEMENT � � I3 N � 0.1968 AC I 3
� S45'S2'23"W I i� , „ ;
1--- � 21.21' / J N � S44'07 37 E � �
------ `^ � 21.21 � �
- - - - - - - - - -
� - - - - - - - - - - - - - - - - - o
- - - - - - - - - J
-- a �------------ �--1 0
- -63.54' - - - _60.00'- - - 60.00'- - - 60.00� - - - _60.00'- _ - - - - - - - - � - � N
- - _55.00'- _
N89'07'37"W 358.54' - - - - - - - - -
- - - - .- , - _ _ _ _ S89'07�37"E 95.06'
0 20' SAN/TARY SEWER EASEMENT ,33' W.4 TERL/NE EAS � - - - - - - - - -
�
/
EMENT - o - _ _ _
� 33" WA TERL/NE EASEMENT `n FDUND ORCHARD PL
BOOK 1215, PAGE 49.3 REC. NO. 88000.344 - - - -" - - - - -
``� (SEE NOTE ,#8) (SEE NOTE 8 REC. NO. 88000344 � NA/L & SH/NER
#) �" ' STAMPED.•LS 14823 PER LOCUST GROIE SECOND F/L/NG
- - S89'07 37 E 543.14 (SEE NOTE ,¢B� REC. NO. 897435
FOUND 202.77' - - -
� 1-1/4" BLUE PLAS77C CAP OR�� � 200.00� 70.73' 69.64' . � � - - - - - - -
� STAMPED.•LS 38470 63' R.O.W. DEDICATED S00 51 45 W --r -
`� BY THIS PLAT FOUND o 30.00� FOUND i 30' R. O. W. PEf�
� 1-1/4 " ORANGE PLAS77C CAP w o i
, n � o FOU/VD 1-1/4 BL UE PLASTIC CAP o � MDUNTA/RE SUBD/ l//S/ON
N89'07 37 W 155.78 STAMPED: LS 5028 '� �-��4" BLUE PLAST/C CAP STAMPED: LS 38470 � o i BOOK 1770 PAGE 599
---51.39'- 50.00� 5 4. 3 9� �� s r. ' S�' S89'07'37"E 555. Q 0' STAMPED.•LS .38470
� O,, •`L , 50.00� 50.00' - - -50.00'- ' ' 50.00'
-- -- ----- ------ ,.��L ,� 50.00' S0.00 20.00 50.00'
,� --� �,'�j� ��� ���, /-.------- --------
� - - - - - - - - -
1 ---- --
\ 9' UTILITY -------- ---------
o EASEMENT o � � i 9� UTILITY
\o O o I �o O � EASEMENT
� 4
rn � � °o'. �,p0 - �
3
� 1 � �� z 1='' � o 0
N � 4,500 SF -`� 4,8 5 SF rn� � � N � 0 2 0 3 � 4 � o o �4l�
;n 0.1033 AC � 0.1124 AC � cWn I c� 4,500 SF rn 4,500 SF rn� 4,500 SF rn 4,500 SF � OUTLOT A o o -rj / 6 0��,
00 � o Q � �. 'n 0.1033 AC 0.1033 AC� 0.1033 AC 4,500 SF rn rn 4,500 SF 4,500 SF rn
N � N � w w � o '�� � 0.1033 AC 0.1033 AC 0.1033 AC 0.1033 AC
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- - - - - -
rn �
50.00' 54.39' � � ---- ,--- --------
, - --,------------ ---
N89'07'37"W 104.39' � o � � � 50.00 50.00 50.00 50.00' ' � - •
- - - - - - - - - -
50.00 50.00 50.00'
�� �� � � I N89'07'37"W 250.00� - -
� �o° / -�
\ � � 1 �� w�
� M����• � I EX/STING 100 YEAR FLOODPLA/N CURVE TABLE
I N oo � N PER C/TY OF FORT COLL/NS
� w Z � w � -p• CURVE DELTA RADIUS LENGTH CHORD
M M � O
� N N ( �2p� �y C5 1'S6'03" 368.50� 12.44' S15'16'04"E 12.44'
N
;n � � \ ZONE.•
� o o \ LOW DENS/TY \ C6 1'55�04" 368.50' 12.33' S13'20'31 "E 12.33'
z Z � M/XED-USE -�
TRACT A � � � i \ NEIGHBORHOOD LINE TABLE C7 4'16'02" 368.50� 27.45' S10'14'S7"E 27.44'
277,580 SF I �
24 �-, � � LINE BEARING DISTANCE C8 8'59'19" 368.50' S7.81' S03'37'17"E 57.75'
ACCESS, DRAINAGE, g � � L12 S89'S9'08"E 7.09' �9 7'47�43" 431.50' 58.71' S03'01 �29"E 58.66'
LANDSCAPING, MAINTENANC I ,,(� �� a I �O
AND UTILITY EASEMENT �p�1 � � � � \ L13 S89'59'08"E 12.87' C10 3'37'41" 431.50' 27.32' S08'44'10"E 27.32'
`� r � � � � /�n L14 S89'59'08"E 10.00' C11 1'37'31" 431.50' 12.24' S11'21'46"E 12.24' _
� L
�
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S89'S9'08"E 110.13' �
22.48' 16.29' 16.29' 16.29' 16.29' 22.48' I
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N89'59'08"W 110.13'
UTILITY ACCESS & EMERGENCY � o
EASEMENT LOpYR� _ ACCESS EASEMENT _� v
r------ -
� .P�-- ------------- --�-
_�/ o HOKU LANE o� � n
� I _ o� S89'59'08"E 177.37' o `V �
, I I ;° 0 134.05' 10.00' N o ��
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ORIGINAL SCALE: 1" = 30'
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� S89'59'08 .83' S89'59'08"E 77.54' � � �
I o 22.48� 16.29' 16.29' 16.29 .' 22.48' 16.29' 16.29' 22.48' \ /� �
w �
�� ��10 11 12 13 14 o g 15 16 17
o -``' � � 4O �
N �� v � 3 w 3 EX/S77NG FL OODW.4 Y
� v �� N�n N� .ci Q c�`i� Q N a ,N � � Q u Q N Q � a ,� PER CITY OF FORT COLLINS TRACT B
� �p �M NN �pM �p� cON O � �N N� �� �� 0 2 3 5, 5 0 9 S F
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13(TIE) � � 22.48' 16.29' 16.29' 16.29' 22.48' 22.48' 16.29' 16.29' 22.48' \�
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32.33' 32.39' �� o o ;° 174.98' N 10.00' ��' ��, � 1.50' � EX/STING 100 YEAR FLOODPLA/N
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\ 43.61' � _ _ 25.15' 25.15' _ _25.15� _ 25.15' _ _ _ _ � � �$
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SEE SHEET 3
KEY MAP
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MOUNTA/RE SUBD/V/S/ON
BOOK 1770, PAGE 599
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LOT 19
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LOW DENS/TY
RES/DEN7IAL
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STAMPED "JR ENG PLS 38578"
PROPERTY LINE
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SQUARE FEET
ACRES
BLOCK NUMBER
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AU GU ST 29, 2023
SHEET 4 OF 4 �
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A Westrian Company
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DEDICATED BY , � 1.50'
THIS PLAT 9 UTILITY
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--- ------ -------- �6' UTILITY
50.00' 50.00' 50.00' J EASEMENT
S89'07'37"E 250.00'