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HomeMy WebLinkAboutFRONT RANGE VILLAGE - Filed S-SUBDIVISION PLAT - 2007-05-18Q rV ' A FINAL PLAT OF FRONT RANGE VILLAGE BEING A PLAT OF A PORTION OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO STATEMENT OF OWNERSHIP AND SUBDIVISION KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND: DESCRIPTION: A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 67H PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 32 FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION BEARS S 89'26'04" E A DISTANCE OF 2647.26 FEET, SAID LINE ALSO BEING THE BASIS OF BEARINGS FOR THIS DESCRIPTION; THENCE N 0011*11" E ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER A DISTANCE OF 32.65 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE N 00'11'11" E ALONG SAID WEST LINE A DISTANCE OF 2188.30 FEET; THENCE N 89'56'27" E A DISTANCE OF 851.76 FEET; THENCE S 00"33'57" W A DISTANCE OF 399.83 FEET; THENCE S 89'48'24' E A DISTANCE OF 1768.07 FEET TO A POINT 30.00 FEET WEST OF THE EAST LINE OF SAID SOUTHEAST QUARTER OF SECTION 32; THENCE S 00'11'07" W A DISTANCE OF 1096.90 FEET TO A POINT 30.00 FEET WEST OF THE EAST LINE OF SAID SOUTHEAST QUARTER OF SECTION 32; THENCE N 89*48011" W A DISTANCE OF 876.88 FEET; THENCE S 00'10'49' W A DISTANCE OF 219.53 FEET; THENCE S 44 58'32" W A DISTANCE OF 187.18 FEET; THENCE S 45'00'40" E A DISTANCE OF 108.86 FEET; THENCE S DO'03'42" E A DISTANCE OF 281.26 FEET; THENCE S 89"45'30" W A DISTANCE OF 57.66 FEET; THENCE N 88'23'15" W A DISTANCE OF 163.00 FEET; THENCE N 89*26*300 W A DISTANCE OF 607.00 FEET; THENCE N 89'21'44" W A DISTANCE OF 22.14 FEET; THENCE N 89'19'41" W A DISTANCE OF 477.84 FEET; THENCE N 89'12'30' W A DISTANCE OF 153.00 FEET; THENCE N 89'19'30" W A DISTANCE OF 206.38 FEET TO THE POINT OF BEGINNING; SAID PARCEL CONTAINS AN AREA OF 4,400,970 SO. FT. OR 101.032 ACRES MORE OR LESS. THE UNDERSIGNED HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, STREETS AS SHOWN ON THIS PLAT TO BE KNOWN AS FRONT RANGE VILLAGE, SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY NOW ON RECORD OR EXISTING OR INDICATED ON THIS PLAT. OWNERS: FRONT RANGE RETAIL COMPANY, J.LC. 0 NE SS OUR HANDS AND SEALS W1710 DAY 01 20& TIAVID L SILVERS "AS: AUTiOMZED AGENT STATE OF ��frjmwy) COUNTY OF All, ) /AS THE G INSTRUMENT W ACKNOWLEDGED BEFORE LLMEET�THIS AV —* DAY �• 2 BY •`�irlijb l / WITNESS MY HAND AND OFFICIAL SEAL MY NOTORIAL COMMISSION EXPIRES A Pueuc I MORTG AG E/LI ENHO LDER: WACHOVIA BANK, N.A. �� WITNESS OUR HANDS SEALS THIS 2- r4DAY OF r" r.. 2,,.7 �(/ r BY: MARK BRINTON AS: VICE PRESIDENT, WACHOVIA BANK, N.A. STATE OF . , cl ba W ak— I,- )Ss COUNTY OF *Tslf i-�L J 01^- THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BMW ME THIS � DAY OF �� . 200Z BY �DIiA MAIL �fI YA/U,yl` WITNESS MY HAND AND OFFICIAL SEAL MY NOTOMAL COMMISSION EXPIRES NOTARY PUBLIC SURVEYOR'S STATEMENT: I, DAVID L SWANSON, A COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS SU13DIMSICN 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, INFORMATION AND BELIEF. DAVID L SWANSON COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR x 36070 UNLESS SIGNED, SEALED AND DATED THIS PLAT MUST BE CONSIDERED PRELIMINARY. 111 (�M� - y' NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT ON THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF SURVEY SHOWN HEREON. 'Xr•Slira= ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES (INCLUDING COUNCIL TREE DRIVE), 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. ORIGI & SHETT - ARCH D REPAIR GUARANTEE: IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE UNDERSIGNED DOES HEREBY AGREE TO HOLD THE CITY OF FORT COLLINS, COLORADO. HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY 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 CONSTRUCTION DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL AS DEFECTS CAUSED BY OR CONSISTING OF SETTUNG TRENCHES, FILLS OR EXCAVATIONS. FURTHER, THE UNDERSIGNED WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY OF FORT COLLINS SHALL NOT BE LIABLE TO THE UNDERSIGNED OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, 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. I FURTHER WARRANT THAT I HAVE THE RIGHT TO CONVEY SAID LAND ACCORDING TO THIS PLAT. THE OBLIGATIONS OF THE UNDERSIGNED PURSUANT TO THE "MAINTENANCE GUARANTEE" AND "REPAIR GUARANTEE" PROVISIONS SET FORTH ABOVE MAY NOT BE ASSIGNED OR TRANSFERRED TO ANY OTHER PERSON OR ENTITY UNLESS THE WARRANTED IMPROVEMENTS ARE COMPLETED BY, AND A LETTER OF ACCEPTANCE OF THE WARRANTED IMPROVEMENTS IS RECEIVED FROM THE CITY BY, SUCH OTHER PERSON OR ENTITY. NOTICE OF OTHER DOCUMENTS: ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE DEVELOPER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND COVENANTS WHICH RUN WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY OF FORT COLLINS AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. MAINTENANCE GUARANTEE: THE UNDERSIGNED HEREBY WARRANTS AND GUARANTEES TO THE CITY OF FORT COLLINS, 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 CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT. THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH THE CITY OF FORT COLONS LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS APPLICABLE. THIS GUARANTEE APPLIES TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RICHTS-OF-WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT UMITATON, ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON U71UTIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT. THE UNDERSIGNED SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WALL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL CONSTRUCTION STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE UNDERSIGNED 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 UNDERSIGNED 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 UNDERSIGNED. 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 UNDERSIGNED. SIGHT DISTANCE EASEMENT RESTRICTIONS SIGHT DISTANCE EASEMENT - THE SIGHT DISTANCE EASEMENT IS AN EASEMENT REQUIRED BY THE CITY AT SOME STREET INTERSECTIONS WHERE IT IS NECESSARY TO PROTECT THE LINE OF SIGHT FOR A MOTORIST NEEDING TO SEE APPROACHING TRAFFIC AND TO REACT SAFELY FOR MERGING THEIR VEHICLE INTO THE TRAFFIC FLOW. THE FOLLOWING ARE REQUIREMENTS FOR CERTAIN OBJECTS THAT MAY OCCUPY A SIGHT DISTANCE EASEMENT FOR LEVEL GRADE: 1) STRUCTURES AND LANDSCAPING WITHIN THE EASEMENT SHALL NOT EXCEED 24 INCHES IN HEIGHT WITH THE FOLLOWING EXCEPTIONS: A) FENCES UP TO 42 INCHES IN HEIGHT MAY BE ALLOWED AS LONG AS THEY DO NOT OBSTRUCT THE LINE OF SIGHT FOR MOTORISTS. B) DECIDUOUS TREES MAY BE ALLOWED AS LONG AS ALL BRANCHES OF THE TREES ARE TRIMMED SO THAT NO PORTION THEREOF OR LEAVES THEREON HANG LOWER THAN SIX (6) FEET ABOVE THE GROUND, AND THE TREES ARE SPACED SUCH THAT THEY DO NOT OBSTRUCT LINE OF SIGHT FOR MOTORISTS. DECIDUOUS TREES WITH TRUNKS LARGE ENOUGH TO OBSTRUCT LINE OF SIGHT FOR MOTORISTS SHALL BE REMOVED BY THE OWNER. FOR NON -LEVEL AREAS THESE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE OF VISIBILITY OWNERSHIP AND TRACT MAINTENANCE: TRACTS A THROUGH H ARE OWNED AND MAINTAINED BY FRONT RANGE RETAIL COMPANY LLC. CERTIFICATE OF DEDICATION: THE UNDERSIGNED DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO, FOR PUBLIC USE, FOREVER, THE STREETS, EASEMENTS AND ALLEYS AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT (1) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DECICATED, 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. ATTORNEY'S CERTIFICATION- 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 ARE DULY AUTHORIZED SIGNATORIES 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 T AN OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3( (3))-IOF ffiE LAND USE CODE. ATTORNEY: ADDRESS: 1�49�S�• o Fp �Q 8020 i. REGISTRATION NO.: Z835 (0— APPROVED AS TO FORM, CITY ENGINEER: BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO THIS ZA-0 DAY OF 1"o*MG4o A.D., Zo0'7. try CITYEW PLANNING APPROVA e'1,j�,. BY THE DIRECT OF P N IN CITY OF F T COLLINS, COLORADO THIS 04 A.D., �. D T OF PLA I G CI CLERK �« ...-Y ,. KEY MAP -T T ' r i SHEET 6 SHE E TRACT H ------ —--------_--*-------------r-------------------- -1 r-- ------------------------------------------- -a SHEET 5 SHEET 4 ' LOT 10 i LOT 15 ; LOT 12 LOT 11 LOT r------------------ *--- -------- t -------- -- -7 -._�._---------- ---+------------+- - - - - - - - -� -------- LOT 14 �Lor e SHEET LOT 13 SHEET 3 .- N co "t u7 c0 1` O O O O O O O J J J J i J J J HARMONY ROADS NOTES: 1. CHICAGO TITLE OF COLORADO, INC., COMMITMENT NO. 1305354, EFFECTIVE DATE OF AUGUST 14, 2006 AT 7:30 A.M., ATTORNEYS TITLE GUARANTY FUND, INC., AMERICAN LAND TITLE ASSOCIATION, COMMITMENT NO. 554-03-008, EFFECTIVE DATE OF MAY 19, 2004 AT 4:30 P.M. AND THE ALTA/ACSM SURVEY PREPARED BY NORTHERN ENGINEERING SERVICES, INC. AND DATED AUGUST 12, 2003 WERE RELIED UPON FOR THIS PLAT. NO ADDITIONAL RESEARCH WAS PERFORMED. 2. BASIS OF BEARINGS - THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 32 AS BEARING: NORTH 89'26'04' WEST. GENERAL NOTES: GRANT OF EASEMENTS TO THE CITY OF FORT COLLINS A NON-EXCLUSIVE UTILITY EASEMENT IS HEREBY GRANTED TO THE CITY OF FORT COLLINS ("CITY) FOR THE AREAS DESIGNATED ON THIS PLAT AS "DRAINAGE, WATER, do SEWER EASEMENT" TO CONSTRUCT, INSTALL RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, MAINTAIN AND OPERATE WATER MAINS AND LINES, SANITARY SEWER MAINS AND LINES, STORM WATER MAINS AND LINES AND APPURTENANT FACILITIES ("UTIUTY FACIUTIES") ALONG WITH THE RIGHTS OF INGRESS AND EGRESS ACROSS THE EXISTING DRIVEWAYS AS THEY MAY EXIST FROM TIME TO TIME. ALL UTILITY FACILITIES WITHIN THESE EASEMENTS SHALL BE UNDERGROUND EXCEPT FOR MANHOLES AND MANHOLE COVERS AND WATER VALVE COVERS WHICH SHALL BE FLUSH WITH ADJACENT GRADE. GRANTOR RESERVES THE RIGHT TO USE THE SURFACE FOR COMMON AREA IMPROVEMENTS FOR A SHOPPING CENTER (INCLUDING WITHOUT LIMITATION, PAVED DRIVES AND PARKING AREAS, LANDSCAPING AND LANDSCAPE PLANTERS, IRRIGATION FOR LANDSCAPING, CURBS AND SIDEWALKS, SIGNS AND LIGHTING FIXTURES, AND CART CORRALS)IN ACCORDANCE WITH THE APPROVALS GRANTED BY THE CITY, AND THE RIGHT TO USE THE SUBSURFACE FOR UTILITY CROSSINGS FOR OTHER LINES. GRANTOR RESERVES THE RIGHT TO RELOCATE THE DRAINAGE do UTILITY EASEMENT WITHIN THE PLATTED PROPERTY SUBJECT TO THE CONSENT OF THE CITY AS PRESCRIBED IN SECTION 2.1.5 OF THE CITYS LAND USE CODE. EXCEPT IN THE EVENT OF EMERGENCY REPAIR WORK, THE OWNER OF THE PROPERTY AND THE CITY SHALL COOPERATE IN IDENTIFYING TIMES FOR WORK WITHIN THE EASEMENT AREA WHICH DO NOT INTERFERE WITH SUCH OWNER'S BUSINESS. FOLLOWING ANY WORK TO BE PERFORMED BY THE CITY IN THE EXERCISE OF ITS EASEMENT RIGHTS GRANTED HEREIN, THE CITY SHALL RESTORE THE SURFACE TO SUBSTANTIALLY ITS PRIOR CONDITION AND TO REMOVE ANY EXCESS DEBRIS AND SPOIL AND TO LEAVE THE EASEMENT AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. GRANT OF EASEMENTS TO UTILITIES A NON-EXCLUSIVE UTILITY EASEMENT IS HEREBY GRANTED TO THE CITY OF FORT COLLINS FOR THE AREAS DESIGNATED ON THIS PLAT AS "DRAINAGE AND UTILITY EASEMENT' OR 09' DRAINAGE d: UTILITY EASEMENT" TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, MAINTAIN AND OPERATE ELECTRIC, GAS, AND COMMUNICATION LINES, AND APPURTENANT FACILITIES ("UTIUTY FACILITIES") ALONG WITH THE RIGHTS OF INGRESS AND EGRESS ACROSS THE EXISTING DRIVEWAYS AS THEY MAY EXIST FROM TIME TO TIME. ALL UTILITY FACILITIES WITHIN THESE EASEMENTS SHALL BE UNDERGROUND EXCEPT FOR ELECTRIC AND PHONE PEDESTALS. GRANTOR RESERVES THE RIGHT TO USE THE SURFACE FOR COMMON AREA IMPROVEMENTS FOR A SHOPPING CENTER (INCLUDING WITHOUT LIMITATION, PAVED DRIVES AND PARKING AREAS, LANDSCAPING AND LANDSCAPE PLANTERS, IRRIGATION FOR LANDSCAPING, CURBS AND SIDEWALKS, SIGNS AND LIGHTING FIXTURES, AND CART CORRALS) IN ACCORDANCE WITH THE APPROVALS GRANTED BY THE CITY, AND THE RIGHT TO USE THE SUBSURFACE FOR UTILITY CROSSINGS FOR OTHER PRIVATE UTILITY LINES. GRANTOR RESERVES THE RIGHT TO RELOCATE THE UTILITY EASEMENT OR THE 9' DRAINAGE A U11UTY EASEMENT WITHIN THE PLATTED PROPERTY SUBJECT TO THE REASONABLE CONSENT OF THE CITY AS PRESCRIBED IN SECTION 2.1.5 OF THE CITYS LAND USE CODE. EXCEPT IN THE EVENT OF EMERGENCY REPAIR WORK, THE OWNER OF THE PROPERTY AND THE GRANTEE WORKING WITHIN THE EASEMENT SHALL COOPERATE IN IDENTIFYING TIMES FOR WORK WITHIN THE EASEMENT AREA WHICH DO NOT INTERFERE WITH SUCH OWNER'S BUSINESS. FOLLOWING ANY WORK TO BE PERFORMED BY THE GRANTEE IN THE EXERCISE OF ITS EASEMENT RIGHTS GRANTED HEREIN, THE GRANTEE SHALL BE OBLIGATED FOLLOWING MAINTENANCE WORK TO RESTORE THE SURFACE TO SUBSTANTIALLY ITS PRIOR CONDITION AND TO REMOVE ANY EXCESS DEBRIS AND SPOIL AND TO LEAVE THE EASEMENT AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. GRANT OF EMERGENCY ACCESS: A NON-EXCLUSIVE EASEMENT IS HEREBY GRANTED TO THE CITY OF FORT COLLINS ("GRANTEE") FOR THE AREAS DESIGNATED ON THIS PLAT AS "25.DO' EMERGENCY ACCESS EASEMENT" FOR VEHICULAR AND PEDESTRIAN ACCESS BY ANY AND ALL EMERGENCY VEHICLES AND PERSONNEL OF THE CITY OF FORT COLLINS AND POUDRE FIRE AUTHORITY. GRANTOR RESERVES THE RIGHT TO USE THE EASEMENT AREA FOR DRIVE AISLES AND ACCESS DRIVES IN ACCORDANCE WITH THE APPROVALS GRANTED BY THE CITY, AND THE RIGHT TO USE THE SUBSURFACE FOR UTIUTY LINES. GRANTOR RESERVES THE RIGHT TO RELOCATE THE EMERGENCY ACCESS EASEMENT WITHIN THE PLATTED PROPERTY SUBJECT TO THE CONSENT OF THE CITY AS PRESCRIBED IN SECTION 2.1.5 OF THE CITYS LAND USE CODE. PRIVATE EASEMENTS: A CROSS ACCESS EASEMENT IS GRANTED BY AND TO THE OWNERS OF THE PLATTED PROPERTY PURSUANT TO, AND ARE GOVERNED BY, THAT SEPARATE MASTER DECLARATION RECORDED CONCURRENTLY WITH THIS PLAT. RIGHT OF ACCESS PURSUANT TO AN INTERGOVERNMENTAL AGREEMENT WITH THE COLORADO DEPARTMENT OF TRANSPORTATION, THE CITY OF FORT COLLINS HAS ASSUMED OWNERSHIP OF HARMONY ROAD. THE CITY OF FORT COLLINS HEREBY RELEASES THE PLATTED PROPERTY FROM THE RESTRICTIONS ON THE RIGHT OF ACCESS TO HARMONY ROAD CONTAINED IN THE ACCESS DEED GRANTED TO THE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, BY INSTRUMENT DATED MARCH 30, 1970 AND RECORDED ON APRIL 15, 1970 IN BOOK 1430 AT PAGE 798, AND AMENDED BY INSTRUMENT RECORDED JUNE 8, 1970 IN BOOK 1434 AT PAGE 334. ACCESS TO HARMONY ROAD FROM THE PLATTED PROPERTY SHALL BE SUBJECT TO THE APPROVALS OF THE CITY OF FORT COLLINS. TRANSIT EASEMENT: THE TRANSIT EASEMENTS DEDICATED ON THIS PLAT ARE INTENDED FOR USE BY THE CITY OF FORT COLLINS FOR CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT OF IMPROVEMENTS AND STRUCTURES ASSOCIATED WITH PUBLIC TRANSPORTATION OR TRANSIT CORRIDORS. Stantec Consulting Inc. 209 South Meldrum Street Fort Collins CO USA 80521-2603 Tel. 970.482.5922 Fax. 970.482.6368 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. Do NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Revision VICINITY MAP SCALE: 1" = 2000' * By Appd. YY.MM.DD File Name: 10251v-fb.dwg KJL DLS 07.01.22 own. Chkd. Dsgn. YY.MM.DD Permit -Seal ClientlProject FRONT RANGE RETAIL COMPANY L.L.C. Fort Collins, CO Title A PLAT OF FRONT RANGE VILLAGE Fort Collins, CO Project No. Scale 187010251 Drawing No. Sheet Revision 10251v-fb.dwg 1 of 7 0 F-147 2504 : cc Q 0 Z ^ �y1 0 3 m F- FK p O apcJ a O �n O Z $ Z J En NV)^ W (� w a v T'� - f\ $Z� M z ZI O WFM0 00 Z 04 31UW r O 0 Z ri A FINAL PLAT OF FRONT RANGE VILLAGE BEING A PLAT OF A PORTION OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 329 TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DRAINAGE & I UI U l i Z I UTILITY EASEMENT 31 I I 1 10 DRAINAGE & } 39.50' I -UMITY -EASEMENT - - - - I I i Z i I 31 .1 f ao r----- i i------- i----� -- fl 1� wlw_w �. rwl■ wn!7 ® ■ wlwr ■lee Mru i Mo llel�.e ffwls ■1)L■ 1 M■I Il�ll■ `1n1 M � < on WX �ii ■w7 ■ws Ilnfw ■Rw w� sow � � 39.5� � w m 1� ■" Mi. wfl■ wIw wM lwl� �■ 1wM mm w� 11■■ ■Iwt w ■fwl fwlt ll iwM am MR "M WWI Ils! e" W" w� lean um P" � 1MII r" 1 1111�1+ T MATCHLINE SHEET 5 a I ;nI 00 r► w�. I I I I I l(n I 00,lo of DRAINAGE & Gam/ 1 % <, __ __ ,---N 90'00'00" E 528_87'-----L------------1 I I 1n I OI UTILITY EASEMENT C' S DRAINAGE & I I Iw U j I ZI �� I Ir�� eYT L176 - - - - - - DRAINAGE & I I N 90'00'00" W I I DRAINAGE & 1 IV U L47 l46 L45 UTILITY EASEMENT I I 2S6'I c) a 1 I L - - - - - .+_ - - - - - f - - - ' I 89'59 35 E 765.65 UTILITY EASEMENT I 94.00 UTILITY EASEMENT I r3 19 O w ACCESS, DRAINAGE & lar S 90-00'00" E 155.52'�_-_ __��� ,� p,00 COUNCIL TREE AVE L182 EMERGENCY ACCESS l r3b?5o ¢--------------- . --- J TRACT E_ _ _ _ `� II 1 M I I INU h - ------------------ ,� S 90'0000 E oaf �68 UTILITY EASEMENT �]81 n Ic�tz I 25 ACCESS AND o 206.19' 90.43 00��0.07' - �1� - EASEMENT C ri I I I I I U 1 EMERGENCY ACCESS EASEMENT I N 206.19' 25.00 _ _ _ _ _ _ _ T� _ (PRIVATE 11RIVE) 138,7 .F. �I C69 EMERGENCY ACCESS -------------------- _ _ - - . i EASEMENT I oc _ 0 101.62' " o d L184 O o 1 wO�i'�2� S90'00'00"E 153.61-------- ,� N90'00'00 Eo�1-------=----- C7-------- I i a 1 - - - - - - - - - - 19_00 o 20.00 EMERGENCY AC ESS EASEMENT 3.18E AI EMERGENCY ACCESS e6 I L--EA$EMEyZ ACCESS, DRAINAGE Qc I N 90'00'00" E 167.19' ro l V 1 z - �- - L185 i N 90'00'00" W 25.00 I - - - - - C ic, , 151-f \ \ I r I J • SCR Co.- 1.95 UTILITY EASEMENT I in Ito 1�t'j Z I A I CoL177 DRAINAGE & � L 17g tol o \ �. �. \O I ��+ C'I S 89*59'35" E 512.72'-ACCESS, UTILITY EASEMENT 5 89'59'35" E L162 11 I a v \. 1°'0 . 1°' \s'> 1 1 +53 i ro--------------------------------------� 1 90.00' 1 �i r 53.00 UTILITY EASEMENT DRAINAGE & I �i Gil r�r)M�co. ��CR� \ << I' fGh ACCESS. DRAINA doI gb C >�' °1-1 °' \ w I � W I . 9.0'.00' I , UTILITY EASEMENT 1 I I��@CBiL1 w w\t\07 1 DRAINAGE IDRAINAGE & oC60 oh LOT 14 \ 1' FIN UTILITY 1 unuTY N I , 1 EASEMENTO I O O T o l" I W 1h EASEMENT N -�f FF- 9.00 1 M I O o �, I I a0l 272� dl ♦ C69 621, 312 S.F. P , �% 1 I DRAINAGE 8 73 N ) / s P I 0 11 1 L74 o I'n 1 ro I I o 1 I ' 1 uT I I c56 0 14.263 AC. /\ I I M unuTY of I O } �Z O / l i I I (EASEMENT TIE) OI � I t`11 1 r7 I� EASEMENT ALL PORTIONS OF THE GRADING, I ^I n I I I i^ C / O ZIZ7 Z F I'T I 1 ZIN 1p0 �I I oI I� ' UTILITY & DRAINAGE EASEMENT, I IN I^ Iu0 1., �h �cPV,Z Off` 1 0 V) I ,y I j I 1C14 8 M1 I N 31 ,y 1� LYING THIS IPLAT,THIN THE AS D�SCRIBED AT I UNDARY OFM L21 3 IN i N NI ` JQ;�1�� �� �0� w w 1`� I L f 1 V I l Z OI 1 �_ d NI I ' RECEPTION NUMBER 99046940, ARE 1 I, M 2843 M I J I IWN I <W toIo IO 1" I I O1 1d ill NI I VACATED BY THIS PLAT I L21 O w 1 I I I 1 wI � - NI`vl , IN IM Zw I I tnl IN 01 3 I ' �I Ito to IW w11 0l I INU 0ZI N1 1 Z 1 I'� < I L6 I3 0 P o l` .F 1 < 3iw'�w 13 IN �F I I " ZyL215 NF Z M L----------- 1 LOT 13 0 �� Io OI IN NI `'' = I '• I N 90'00'00" E 152_40' ' I 1 0 0 $ oo 1 � "o o1 N I o I D t- S 90'00 00 W 145.98 �� 1. `_1 �66 I M "�I DRAINAGE & L203 I Itn o I P P l l o I I I .0 la<W to w I i P1 d 1299,649 S.F. I o o rn 31 d - I iq U71UTY a1I r- I I .- �I o j01 < 100 1, I DRAINAGE & I N I I P pf EASEMENT a01 I L205 N 1 6.879 AC. o I 1- �' t o o OI�n 1 Io UTIUTYEASEMENT IN O I r------- ; -- ati �� 1 ip1 rW �ltn tnl 13 of a o lol o r l 0 0 I N Ito Z I N 90'00 00 E I � I o loi 1 O 1'0 ---- --- I- ;nl z I I 122.38' W I 1' I fX DRAINAGE & 1 I w w l �1 W 1 I I O oO l 01Z I z Io S 90'00 00 W 138.51 1 I w dl 1 1a, oI_ `')I o I EUTILITYASEMENT I I W W I j o Ool Nl i i to I I, 00 1 1 lao o rn W I T 25.0'i�-- 1 1 11� r'l Yy W I o 1 I I n o I W $ I 1 6C, I I W to ` I I t o N I 1 1 I O Z F- Z 1 1 P lao I I N 1 l (N 1 0 1� 1 25.0' 42.00' 001 W F t< I a I L174 I o I°i P I I J I I 42.00' I I to 0 F I 1 1 N l 25.00' 1 1 1 1 ACCESS l o w l 0 L67� I L73 O I ACCESS N U I I I a - • EASEMENT O 53.00 1 rnI of I 1 EASEMENT a I II 1 I I I 53.00' cv 1 N 90'00 00 W 252.51 i g z 1 8 L71 In N 90'00'00" W I w I' I I 1 \�j J 5.0 S 90'00100" E 1 L227------------ ----- _-_--__ N 90'0000 E 272.00 ----1 L--- 117.�8----1 L _L20_7 N 90'00'Ob" W 215.97' �'/ �i 90.00' I / -----------------------1 ----1 -L20_ 1 -' ° - --�07.20'-------- -J iCJ61 / Z �4-+---------- 0'00" ---- -- - --r' mow- -------------- ----------- --• 1- -- -- - -- ----- _ ____� 75.00 ------ 1 ---------'-- �--------- ----- -- -------------- ♦ -- / I MIA �.5'g N 90'00'00" W 208.60' 25' ACCESS AND N 90'00'00" E 378.49' Of n � �G`G�p �_____________ EMERGENCY ACCESS EASEMENT " �f I 1 25 ACCESS AND S 90'0000 E 626.38 1 �4.T8'- �� S 904-2'-- E 662.12 w EMERGENCY ACC SS EASEMENT 25.00 N 90'00'00" E 626.35' W QD I ,� f v5 S 90'DO'00' E 683.42' f T -- - - - - N 90'00'00' E 825.28' 1 _ - - S4 S j ? F v� `' a S 90'00'00" E 192.04' S 90'00'00" E 229.33' S 90'00'00" E 217.06' L7 I 25.01 CS x 1 �i-y-------------- 1 I 128.15 20.00' 153.00 1 201.99' 117.11' 3 S0 Ci 1 w °'iry I --------------- __ s8.00 (55 I 1 I---------- DRAINAGE & DRAINAGE & I I § ' I 1 66.0' 1( UTILITY I UTILITY I DRAINAGE A I DRAINAGE & IF EASEMENT I EASEMENT Z 1 I I 9R EASEMENT I UTILITY I I EASEMENT i I ;n i'to of W of DIM ' l ��\ Gi I o N 10 O OI tl ( I 1 IF I / G6G` I N � In M' ' �� = n $ a i i ROAINAGE &j�1�i1 3 �i t' unuTY ' I I O N n I I EASEMENT -I' 3 13 3 310 N N I LOT 2 ; LOT 3 :�' :� 3 f�1' I I I 1- �\ 1 LOT 1 I s1,3o9 S.F. MI F- LOT 4 LOT 5 W I LOT 6 69,572 S.F. I $ 58,639 S.F. ;� U M M ;�, �• FF 20.00' 1.597 AC. I 1.407 AC. $ 1.346 AC. P v,a o of m o�via M 35,043 S.F. $� 42,095 S.F. $ 155,924 S.F. I I unun & LOT 7 $ Coto 10 0 Of nn p 0.804 AC. $ 0.96E AC. I 1 1.284 AC. I' I $ Z r%7IZ ZI �. ZI Nin ' I I I 1 EASEMENT 70,324 S.F. I z 1 O 1 00� $ $ $ I 1.614 AC. M 610 I 640 670 m ' V V z 2� z 2820 z j 1 2860 I I 2880 r- 10.00' I" I I I F ' I 10' PEDES IAN I I �- 1 110' PEDESTRIAN �± 1 1 1 I EASEME 1T I 1 EASEMENT 1 ' ice- 10.00 10.00' �I 1 I I I I (~ 10.00' I E•' NORTH HARMONY ROAD I 1 I N 89'19'30' W 207.14' N 89'12'30" W N 89'17'57w W 229.34' N 89419'41" W 217.36' LB I RIGHT-OF-WAY i I I 97.50' TO BE DEDICATED f L9 127.8T 153.01 202.00' 60.37' N 88'23'15" W 182.44' S 89'45: lal I NORTH HARMONY ROAD TRACT A BY THIS PLAT f� o I RIGHT-OF-WAY TRANSIT ACCESS LANDSCAPE TRACT D = 0 1�o NORTH HARMONY ROAD N 89'26 30 W 54 .26 10 r`i I TO BE DEDICATED 54,962 S.F. GRADING, SLOPE, DRAINAGE & NORTH HARMONY ROAD 1 r RIGHT-OF-WAY ACCESS, LANDSCAPE, I SLOPE, 56. to I BY THIS PLAT 1.262 AC. UTILITY EASEMENT RIGHT-OF-WAY 61.50' 61.50' ") TO BE DEDICATED 53,194 S.F. GRADING, UTILITY & I 15.00' NORTH HARMONY ROAD " " TO BE DEDICATED S 89'56'47" W 123.00' `S9• BY THIS PLAT 1.221 AC. DRAINAGE EASEMENT 1 SLOPE, ACCESS, UTILITY &DRAINAGE EASEMENT RIGHT-OF-WAY 00 J u� W/ vv� �)�¢5 - " BY THIS PLAT $cj F - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - L - - - - rREC 99046938 TO BE VACATEC BY THIS PLAT TO BE DEDICATED „ '_ firms.-x. rxn��raar �n�ro��� err rvice vvranr rrmu 65' L-------69 -----------------_BY]HIS-PLAT- - µ - 22 _�_ _�9'37' 43" W 504.45' _ _ --- Z N 89'19 30 W 206.38' N 89'12'30" W 153.00' „ --- _=�= _ -- ___ --- FND. 4 REBAR N 89"19 41 W 477.84 Is �"`�`- # (R)-N 89 21 44 W R - „ - /CAP LS14823 , FND. #4 REBAR ( ) N 89726'30" W 607.00� I „ - - W 22.14 () N 88'2315 W 163.00 W/CAP LS14823 POINT OF BEGINNING - - - - N �6'04' w ie4i.2e' - - - - - - - - - - . FND. 4 REBAR IFSOUTH L� of THE SOUTHEAST QUARTER ■ # SECTION 32, TOWNSHIP 7 NORTH, RANGE 6t3 ' N (BASIS 89',00E BEARINGS) 6' W/CAP LS14823 WEST (eAsls of raEARINcs) SOUTH LINE OF THE SOUTHEAST QUARTER SECTION POINT OF COMMENCEMENT S 1/4 CORNER SEC. 32, T7N, R68W FND. 1" PIPE IN RANGE BOX HARMONY ROAD (COLORADO STATE HWY. 68) RIGHT OF WAY WIDTH VARIES WILDWOOD FARM, FIRST FILING P.U.D. --- - --- - W i O I V M ' WI Z� 1' ■ 32, TOWNSHIP 7 NORTH, RANGE 68 WEST PRESTON CENTER AT WLD WOOD BUSINESS PARK, FIRST IFILING Stantec Consulting Inc. 209 South Meldrum Street Fort Collins CO USA 80521-2603 Tel. 970.482.5922 Fox. 970.482.6368 c} + www.stantec.com Sta i tm Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings ore the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend SECTION CORNER MONUMENT AS NOTED Q 1/4 CORNER MONUMENT AS NOTED O FOUND PROPERTY CORNER AS NOTED ® SET NO. 4 REBAR W/CAP OR F¢ NAIL AND SHINER LS 36070 a DESIGNATES END POINT OF LINE OR CURVE - ' SECTION LINE - - EXISTING RIGHT OF WAY LINE --- PROPOSED RIGHT OF WAY LINE DEDICATED TO THE CITY OF FORT COLLINS - EMERGENCY ACCESS EASEMENT TRANSIT (PUBLIC TRANSPORTATION) EASEMENT ------------------ LANDSCAPE/GRADING/SLOPE EASEMENT - - - - - - UTILITY AND DRAINGE EASEMENT --------- ACCESS, DRAINAGE AND UTILITY EASEMENT --------- PEDESTRIAN EASEMENT PROPOSED CENTERLINE LOT LINE PLAT BOUNDARY TRf Q SliEI LOT 1 Lij Revision III By Appd. YY.MM.DD KJL DLS 07.01.22 Dwn. Chkd. Dsgn. YY. MM.DD Permit -Seal Client/Project FRONT RANGE RETAIL COMPANY L.L.C. Fort Collins, CO Project No. Scale 0 60' 90' 120' 187010251 1:60 Drawing No. Sheet Revision 10251v-fb.dwg 2 of 7 F-147 2504 1 F1 A FINAL PLAT OF Q FRONT RANGE VILLAGE Ian BEING A PLAT OF A PORTION OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST N OF THE 6TH PRINCIPAL MERIDIAN IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DRAINAGE do I = �1 I I I' /' (S 40.2-'08" Wop % 148 N 90'00 00 W 185.36 TRACT F I I F-----�nurrfr EMEN�I --- f--------I----I-----�----------I----------------------Z' 30.11' �`� N 44'44'23" W I I 3.00' 'b� w■ P" B sin 1 1" IS" Iie■l l VMS � I� Iwrel ■ R melt w � aw ■w■ I m � � NM. ®\ 11w on � w � I� ■� � 32 N " 0. 738 S.F. 1 R=274. '15" �' k� 6�• ��° ,VAS ed 0.738 AC. I i I I R=274.84 ■� 11111l11 1RR / ►�,�0� l� �■ ■� �®1■ EM 0� "M W" W" "511 ___ N 9--- E_5 --- I -__ I I I I I I r,� � MATCHLINE SHEET 4 I I ------------- I l crt-s s7.3o'1T w G' G� �� / \ rn DRAINAGE do I DRAINAGE do I N 90'00'000 W I' �r1 �F. 150 \ ~r UTILITY EASEMENT " . I I I 208.08 G > Ll 1 I g 8 UTILITY EASEMENT I 94.00 L121 L218 L219 N 90'00'00" E 267.44' ✓� 1; F,p 29 % WEST ZIEGLER ROADI - - ACCESS, DRAINAGE & - -----------------+--- p\N EN E��j FREE AVE. L182 EM ENCY ACCESS 35.50' .00' 21.5 L122 1�44' DR EA M 5 w RIGHT-OF-WAY 1 _ �183 �j UTILITY EASEMENT 1 C , , U1Y GGF' / +j 15.00 TO BE DEDICATED I 1 _ TRACT E _ EASEMENT_ -,C68 - - - - �81 -�y P / G6 LOT 8 DRAINAGE BY THIS PLAT tIVE 138,780 F. `* C69 EMERGENCY ACCESS TREE AVE- / k EASEMENT g n 1 - -1-184 - - _ _ _ _ _ �C7ja EASEMENT `'OVNC��' C6 63,454 S.F. TRACT E 20 UTILITY EASEMENT g RECt 99046939 P .- N EMERGENCY ACCESS +- - - - - - - - - - - - - - PRIVATE DRIVE) 1.457 AC. TO BE VACATED BY THIS PLATgaI .SS EASEMENT 3.186 ACC ^5 N 90'00 00 W 445.29 138,780 S.F. 3.186 AC. L185 i1 ACCESS, DRAINAGE Ac _EAdEr1L C) iG 1.95' UTILITY EASEMENT - - - - - - - - - - - - -ACCESS QRAIyAC,)< - rn 4�-?LI'04 �- -�-------------------473.36 - -- -------------- UTILITY EASEMENT---------------------------------------------4 DRAINAGE & L1 179 S 89'S9'35" E L162 61 3 L160 284.05' m N 89'48'11" W 469.0-r S 89'59'35'_E 512.72 UTILITY EASEMENT 1 1 rn 96.75' -----------------� 90.00 ,�i I LO & ACCESS, DRAINAGE do 1 �?�� a C62 l o N 89'48 11 W 876.88 I I I I � Ce I'p r- FND. #4 RE R L- UTILITY EASEMENT 1 ^ ?f L1 4 g a I tM aD W/CAP LS14823 DRAINAGE k I tom ec60 % o \ uTIUTY 'e ,� I of vi EASEMENT 1 ��� s f NT519 I N 21 33 ILo I I I )3Csa �j,//r� N ACCESS ALL PORTIONS OF THE GRADING, �1 00 I 1 7 G LLJZ < w - 3 EASEMENT BY UTILITY & DRAINAGE EASEMENT, IN I IO0 �1 �h^ \�P `�,-Nlu-O�'' V Q� 3 SEPARATE LYING NA THIN THE BOUNDARY OF I M L21 I N I04 NI I pQ-P,`{�jeih,`p�i• QO Lj tm�m J pt < DOCUMENT LLJ Cr THIS PLAT, AS DESCRIBED AT n1 I3 + `� PI)I c ' w W m CP RECEPTION VACATED UMBER 99046940, BY THIS PLAT I L21 I o Iw I w 2843 wI i J ' En w a Z ZI (n O T \ I to Io I 11 01 Go Uwa�Ya� 0 \ o O to of I. t1 c�wa�� 0 0 \ LOT 13 I Io Io I� 01 1N NI ' aoz)aZ�a (A I» r20�o 1299,649 S.F. dl to Itn to gl I� 31 ' 0oa1?Qz�� FND. R4 > ir REBAR L20�J i 6.879 AC. �i I} w F I to (nl i 3 0l t v W/CAP J � l D IZWI�WI II, of J LS 1 23 I unurAGE & 1 j LU 0 a w I I � C> EASEMENT I I I W N I W l i o V) ' /'20.0 ^�20' UTILITY EASEMENT IJNI I 42.00' 1 wlo:l I jo 1 // REC; 99046939 CASA GRANDE CAPITAL GROUP l I 1 ACCESS I I cw v I I I N TO BEVACATEDPLA D BY REC. NO. 20060037916 I I EASEMENT J I a� " 11 I \ (LOT 1 SYMBIOS LOGIC OFFICE BUILDING) 5.0 1 S 90'00 00 E 1 1 1 - - 1 • N so 00 0 " w 215.sT `'� `� so oo' _ � � \ (R)-S 44-56'18" W ----L207-- �07.20- __- -_ -- - -� 7500 ?1------ I C561 --------- -- --� - - 1� • 25.00' S 90'00'00" E 626.38'I ----- -- -- -- ���� GCS r\C� 187.26' 1ENT ---------------- N_90'00'00" E_ 626.35'- - 5--�� 1 l " ----------------------0. - s ,� FND. , 4 (M)-S 44 58 32 W N 90'00'00" E 825.26' "4 'P `� `\ REBAR 187.18I 153.00' 201.99' 117.11' -- CS3 �CS0 W CAP -----I------- - - LS14823 (M)-S 45-00040" E I 1 08.86 UTTluTr a` I I �\s9� (R)-S145-03'42" E EASEMENT I I \� B \ 108.80' 20.00' \ \ FND. #4 REBAR 1 I I DRAINAGE & \ �j� ��� \ W/CAP LS14823 unuTY n I 1 I I EASEMENT \\ C4 I I I I \ _ ��� WATER LOT 5 W I 1 LOT 6 I I \`I \ SEPARATE EASEMENT BY 42,095 S.F. S j 1 55,924 S.F. ` �!- DRAINAGE do LOT 7 ■t III\ is 1 ( \ DOCUMENT unuTyN 0.966 AC. I 1.284 AC. I' I EASEMENT 70,324 S.F. I g l I I I 1.614 AC. ' 1 N ACCESS I 1 60 I I I EASEMENT BY Z 2 2880 W I( SEPARATE I 10,EASEME Td PEDE AN I I I I I DOCUMENT If- 10.00' -� j 10.00' If- ( M I J I �j� EMERGENCY 10.00' ACCESS 0 EASEMENT I I I 0 I I ( SEPARATE BY (ITE 153.01' 202.00' 60.37' N 8823'15' W 162.44' S 9'45'! W .Nr. DOCUMENT TRACT D N e9•263o W 54 .26 ACCESS, LANDSCAPE, I SLOPE, 56.63' 53,194 S.F. GRADING, UTILITY do I NORTH HARMONY ROAD -- 1-22\AC- DRAINAGE EASEMENT 15.00' RIGHT-OF-WAY 20 (M TY EASEMENT NORTH RIGHT OF WAY FOR I 1 SLOPE, ACCESS, UTILITY & DRAINAGE EASEMENT TO BE DEDICATED ' l J RE�C�I 904�93gTO B VACATED BY HARMONY ROAD 1 RECR 99046938 TO BE VACATEC BY THIS PLAT J ---------- -- ----- BY SEPARATE DOCUMENT -------------BY�iLS�LAL -- I TH PL T -W- 222.55'-------- --- 89'37'43" W 504.45' (R)-N 89026'30" W 607.00' (R)-N 88'23'15" W 163.00 J (R)-S 89-45'30" W 57.66' - - - . N 89'26'04" W 2647 26' \GRADING AND I DRAINAGE I I EASEMENT BY ( { 1 SEPARATE I ! I DOCUMENT 20' SE R EASEMENT ( I REC 85064362 -�1 (� I I 1 I I I I I 1 I � I I I I I I ! I I 1 I I I I I � N=0 I XIOw I IW I� IV I I I I I I I I I I I I I i I I I I I I I I I I I 1 I CASA GRANDE CAPITAL GROUP I I I REC. NO. 20060037916 ( I (TRACT A SYMBIOS LOGIC OFFICE BUILDING) I I I I I I I I I I 1 I I I �i li I I I I M 8) PERMANENT IRRIGATION WESTERLY RIGHT OF WAY FOR i I DITCH EASEMENT ZIEGLER ROAD I I BOOK 1432, PAGE 233 BY SEPARATE DOCUMENT �I EXISTING NORTH RIGHT-OF-WAY HARMONY ROAD -..-..-..-..-..-..-..-..-..-..-. (BASIS OF BEARINGS) , SOUTH LINE OF THE SOUTHEAST QUARTER SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST HARMONY ROAD N (COLORADO STATE HWY. 68) F' RIGHT OF WAY WIDTH VARIES UA PRESTON CENTER AT WILD WOOD ' BUSINESS PARK, FIRST FILING ""I 'M O PRESTON CENTER THIRD FILING L ; ' I )ROW SHEET - ARCH D SE CORNER SEC. 32, T7N, R68W FND. 3" LARIMER IIIIII� ICI wrea I■� ■ �Itle s i 0- U ; Q mw �m W I c J a 0 p z3 - O j t1 Ole I Ng am i ww� WV) 10 oN X Z a N COUNTY BRASS CAP \� - � I I ; I � I I Stantec Consulting Inc. �j 209 South Meldrum Street (ice/ Fort Collins CO USA 80521-2603 Tel. 970.482.5922 Fax. 970.482.6368 C - - - - www.stantec.com StatYtec Copyright Reserved The Contractor shall verify and be responsible for all dimensions. Do NOT scale the drawing - any errors or omissions shall be reported to g :? Stantec without delay. ' The Copyrights to all designs and drawings are the property of ,s Stantec. Reproduction or use for any purpose other than that authorized by Stontec is forbidden. Consultants Legend SECTION CORNER MONUMENT AS NOTED Q 1/4 CORNER MONUMENT AS NOTED O FOUND PROPERTY CORNER AS NOTED SET NO. 4 REBAR W/CAP OR NAIL AND SHINER LS 36070 a DESIGNATES END POINT OF LINE OR CURVE - ' SECTION LINE L - - EXISTING RIGHT OF WAY LINE ----- PROPOSED RIGHT OF WAY LINE DEDICATED TO THE CITY OF FORT COLLINS - - EMERGENCY ACCESS EASEMENT .. iaiaiiiigivaaoaaiioi rill TRANSIT (PUBLIC TRANSPORTATION) EASEMENT LANDSCAPE/GRADING/SLOPE EASEMENT - - - - - - UTILITY AND DRAINGE EASEMENT Ra - - - - - - - - - ACCESS, DRAINAGE AND UTILITY EASEMENT PEDESTRIAN EASEMENT r PROPOSED CENTERLINE f: LOT LINE PLAT BOUNDARY Revision File Name: SHErr s TRACT H CL 1 SHEET e LOT15 ',LOT12 L1J LOT 14 N M y 0 0 0 0 J J J , HARMONY ROAR SHE - SHE" 4 LOT 10 LOT 11 By Appd. YY.MM.DD KJL DLS 07.01.22 Dwn. Chkd. Dsgn. YY.MM.DD F-147 2504 Stantec Consultlhg Inc. A FINAL PLAT OF FRONT RANGE VILLAGE BEING A PLAT OF A PORTION OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO I• LA - • I I �III11r 19Rs* A wlr 1R!!� wrew ww ! �! on 111111"I I'd i i VIM ■M.! III ■A®! Imo ! 11111111IN !!1■ ow 111111" IMW MR to 1■1!4! 1111W WE" ... WRR IRS# .., IIII �.# � �! FM Ille MATCHLINE SHEET 7 1 w; I LSI LOGIC CORPORATION ALL PORTIONS OF THE C/O RANDALL YU TAX DEPT. ' I GRADING, UTILITY & 15' PERMANENT I ( oI RECEPTION NUMBER 95009649 , LSI LOGIC CORPORATION DRAINAGE EASEMENT AT REC# 99046940 NOT WATERLINE EASEMENT +-I P4-+- I C/0 RANDALL YU TAX DEPT. I LWITHIN THE � REC#89001024 10; I I l Oi RECEPTION NUMBER BOUNDARY OF THIS PLAT REMAIN UNAFFECTED BY 20' SEWER EASEMENT I 95009649 - THIS PLAT. # 85064362 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------------1--------------------------------------- I T- - - - +-t- ' I 75.00' BERM, LANDSCAPE, AND 20' SEWER EASEMENT yl I $ 89'�'24" E 1768.07' I GRADING EASEMENT BY REC# 85064362 I PRIVATE AGREEMENT I� ; S 89'48'24' E 1730.72' I I S 89'48'25" E 8211 , I 5 S 89 48 24 E 654.81 1 1 A 243.04' I DRAINAGE & 1 UTILITY I DRAINAGE & UTILITY iV DRAINAGE & 12.41' Irp EASEMENT C100 1 t UTILITY EASEMENT �o 25.00' S 90'00 00 E 277.42 EASEMENT IJI j_____C93 --_ � �C101__- --- UTILITTY GNAGE &9; 'ice N 90'00'00" W 139.67' 25,Go• 25' ACCESS AND I ------------- L84 N N 90'00'00" W --__I- b, _ __ __ _ __EMERGENCY ACCESS EASE ENT--o-_____________________________ _ _ ----------- ,'°Pe# EASEMENT , 5 - - ------------------�_ _C_92_ f` S \ 02 FR0 ?SI .C, ,� r------------- 0------ -- 1------- ---- --- N N 90'00'00" W25240.88' r>I ct 6 \ .FNC qc �s r * , Uri J DRAINAGE & N 90'0000 W 329.00' i �� ; 4) •--------------- ---- N I 7 9 00,\ 8)^ Y 9 c s``� ,�P %�`*' W I N I 0) C9 GO C90 G / 0Q• \ C7 ` F q �, UTILITY EASEMENT I 113 1 9). \ �� :� S N`� i�� 4, i , • 1 -r UTILITY EASEMENT !• W 25.00 0 r I 15 / yo o `' sOb� FgSF Cg8o�J� , 88g 13 ( i • 25' ACCESS AND I I C1 /j\C\d9 /2 OOp,�gMFNT ___�- J�'� p I= ( S 90'0000 W 131.47 11 1� g EMERGENCY ACCESS EASEMENT INN I - r - - - - r Cg Gg�'�� g l0 I DRAINAGE & N 90'00'00" W 11 I� pP IlutDj I 8 Z 10 IunLITY EASEMENT 10 I 8 �I'o I j O 123.27' . '_ 1n ALL PORTIONS OF THE GRADING I g g I I I I e / 00/• AINAGE & O O L93�y 11111 _ UTY O /to DRAINAGE & SEMENT �J O/ EASEMENT u) I It /o LO �ZMW m N// _ L96_ Jj J Ir DRAINAGE & OI 1•T'=N1 rp UTILITY EASEMENT JI S 90'00'00" W 99.79' j J F_ L2111 i------- �� IN ' alp I^ 39. 25' ACCESS AND MI t6 13 ' W F EMERGENCY ACCESS EASEMENT old I=� • 000+ \?4y 25.00' 01 10 8 9. Q N 6 \Gn4 Rq�N`. rn I 10 ' ri 000''- Fg%Qr�.\\ 96S•• �\ I 10 W l 0 k FIT \ N 89'52'42" E 103.501ey I N N_ 90 ?S00, -00'00" E 150.62' ??\\ __------ ----L -- -- -- -- ----� \ %'` 1� DRAINAGE & N 90'00'00" E 242.60' cT�'. a?13•'L9B \ \/\ C� i g UTILITY EASEMENT N 90'00'00" W 242 60' C1 \--y--------------------------------r._21 L119 \---------- - - F\�+ N 90'00'00" W 116.28.1 1- -- N 90'00'00" W I I 138.40' i L120 01 10 0l LO LOT 12 �i =ico (6 I 00I bI 837,131 S.F. ^I z�x1 �1 rn1 3I 19.218 AC. WI �F<13 WI °D = I' 01 0DWIo of �I o of to oI I oI' PI 10 oI I 0 01 1 O DRAINAGE & 01 I , 25 EMERGENCY fnI Irn UTILITY EASEMENT vi1 I fn ACCESS EASEMENT I I 20.00' I I �■ S 90'00'00" E 765.08' � - - - � �- - _ _ � �oG� ■ DRAINAGE & 349.12' - - 138.40' - -- ' UTILITY EASEMENT 245.62' _ 109.51' N - - -r- I S 90'00'00" E 765.06' o I z I? rnI l0 1 Ir1 I X I� I' IN LO I� I I� I I'0 I� i t I I LiI Z 13 31-9il W I= a 01cIDRAINAGE &i II OF I 0 I' t;o' olo UTILITY EASEMENT lo D g,IO o IZ 0 0WF0 11010O� O 1 IZ �I 1 842 01 Iz I' 10 zI I 2732 N1I L19fiI o MI MI I rn I LJ I I rn I w \!, \\��j 9•�0 01All 1 N WI it I MII 302.91' \9B \ 01 �,, I 01 -' `-------- DRAINAGE & 01 i�� W O =I`' --------------------- EASEMENT SO- 'S O 439.22' ��UIuw 01 rcZI 1 0 01 0 I o' I l 01 Z0Z 1 0 i I o I o Zoo MI0 I own or" N" iiiiiiiii rm WM III 1" r"M IP1 iiiiiiI r" W" on iiiiiiiii mop z iiiiiiiiii ow NO Ii wIIIIIIII DRAINAGE & 1� 0 1 1 I - - - - - - -UTILITY -EASEMENT-----}---------I----I -- I -�- 1 1RY:M11 GN[tT _ 1IX'Y !1 _ _N sd Z •L92 UTILITY & DRAINAGE EASEMENT, 1 N 90000 00" Qg 1 LYING WITHIN THE BOUNDARY OF 12.00' P THIS PLAT, AS DESCRIBED AT I 0 I I % S 90'00'00" E RECEPTION NUMBER 99046940, ARE I UJ I I I , " 14.67' VACATED BY THIS PLAT I Z 1100 N 90'00 00 W 1 ' I to 1 58.00' �j gm II* wi I I 8 ° M' Ii W 01 �I I I to 110 of 20' SEWER EASEMENT I I I f I l o 01 REC# 850643E ( I 1 N 2948 mZI- 1,o LOT 10 I Ali01Iq I183,778 S.F. I �1 W LOT 11 NII z I C" 4.219 AC. �I I 8 11 I N 1 g 2924 578,307 S.F. 1 F -'Ti i 25.0' I I CCESS AND 13.276 AC. 1 8 3.50' �li�-i EMERGENCYdl 25' EASEMENT WEST ZIEGLER ROADi1 g 11 I RIGHT-OF-WAY i I to 3.50' TO BE DEDICATED II I Z DRAINAGE & i i BY THIS PLATUTILII EASEMENT I I 1 �) 25' ACCESS AND UTILITY & TY L106 I1 I I 15' PERMANENTEMERGENCY ACCESS EASEMENT EASEMENT IF----0-- 0 00"I E 14284 WATERLINE EASEMENT I REC# 89001024 I 1L194 -+----C10-6- - C48------- 11114i1 137 " I C110 DRAINAGE & I S 90'00'00" E 218.05' DRAINAGE & all �•_-- -o-__ C107 UTILITY EASEMENT 25.00' L112 UTILITY EASEMENT I 41y5 S ---� ---_ . -_-_-- C105- __ L------------------------ a-' 8455'15 E 161.97' -~L113---^--•-------- i //�� N 90'00 00 E 1338.30 DRAINAGE & L114LTK116 - -- - -"- I UTILITY EASEMENT 3iI I I I N oil I � I I 01 W r l I 1 01 01 DRAINAGE & 1 rn i UTILITY II 1 1 =1 EASEMENT p 1 m 1 N ACCESS, DRAINAGE & I I UTILITY EASEMENT r L128 I g h-1929'38' n> O85 I 1 0) R=315.00' �'I v _ L129 I I I °D L=107.17' Gig L134 Rt3 I I I Ch=S 55ro0'26" W _ L135 = L 1 I 1 106.66' o Io0 1 L136� I EMERGENCY No I ACCESS EiA.SSEMENTJtn i I L140 _ _ L138 _ _ 8 I W �b60/ cP / /G� 8 u 3s / ry�/.�kOf 2949 g' .;�A/ ��r rx /t1 `joy LOT 9 I ALL PORTIONS OF THE GRADING, 5 ` v UTILITY & DRAINAGE EASEMENT, / �/ /� 35,020 S.F. 25' EMERGENCY 'fir• / 5 O �'��`/� '` 1 ACCESS EASEMENT LYING WITHIN THE BOUNDARY OF �� �?y_ xo / P 0.804 AC. RE EP ION NUMBER THIS PLAT, AS C990469 0, ARE F ,�ry0 /,4iRIBED AT' / / �h o h I VACATED BY THIS PLAT / .% .r� n 4n) I MATCHLINE SHEET 3''r / / �kh MATCHLINE SHEET 3 �■ ■1w ■� ■�_ ■M ■e■ ■� ws ■t ■n ■� s 402 '08" w 148 N 90'00 0o W 185.36' TRACT F - - - - - - - - - 'f 30.11' ��% N AA AA' W I r J'h .�� Do, �A • N - 32,168 S.F. III I 6"44'31'15` / / ►� h ' �� _ �� 0.738 AC. I i iE N Ito: Q W OQ N Q al - W CD OZ; N W w o W to O oWo; Z ZJ N; NM w0, W i 209 South Meldrum Street Fort Collins CO USA 80521-2603 Tel. 970.482.5922 Fax. 970.482.6368 www.stantec.com Stantec Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend SECTION CORNER MONUMENT AS NOTED 1/4 CORNER MONUMENT AS NOTED O FOUND PROPERTY CORNER AS NOTED ® SET NO. 4 REBAR W/CAP OR NAIL AND SHINER LS 36070 e DESIGNATES END POINT OF LINE OR CURVE - SECTION LINE - - EXISTING RIGHT OF WAY LINE -- PROPOSED RIGHT OF WAY LINE DEDICATED TO THE CITY OF FORT COLLINS - - EMERGENCY ACCESS EASEMENT TRANSIT (PUBLIC TRANSPORTATION) EASEMENT - --------------- LANDSCAPE/GRADING/SLOPE EASEMENT - - - - - - UTILITY AND DRAINGE EASEMENT --------- ACCESS, DRAINAGE AND UTILITY EASEMENT --- --- PEDESTRIAN EASEMENT PROPOSED CENTERLINE LOT LINE PLAT BOUNDARY File Name: 10251v-fb.dwg Permit -Seal Client/Project By Appd. YY.MM.DD KJL DLS 07.01.22 own. Chkd. Dsgn. YY.MM.DD FRONT RANGE RETAIL COMPANY L.L.C. Fort Collins, CO Title A PLAT OF FRONT RANGE VILLAGE Fort Collins, CO Project No. 187010251 Drawing No. 10251 v-fb.dwg Scale 0 60, 9o, 120' Sheet Revision 4 of 7 0 f--147 250'� J i; A FINAL PLAT OF FRONT RANGE VILLAGE BEING A PLAT OF A PORTION OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST ' OF THE 6TH PRINCIPAL MERIDIAN IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO L.1.. lI117 Rss� 1 Q 0 Z F- � NO m at H WSy�J LL t7 0 cl! W F- Z N��J N�^N w W r 00 8Z06 Z :31 00 W~MN 3F W Vf i" O 0 �AN I/rr!t 1i1� I %" W cum _ .wu n iIloilo! mpg or" a IF" � C4 0�c1 N 90-00'00R E t>!1� <i m 11100111 MR! Iloilo! � ww TIBIA♦ ow ttltll � wo t» iiiiiiii Fiiiiii Iiiiiii iiiiiiii iiiiIllt 'Jim oiiiiiiii � t� I� N 90ro0'00" E 121.53N%601e�, MATCHLINE SHEET 6 �` 1 TRACT H I DRAINAGE & DRAINAGE &�1?rUTILITY EASEMENT 213,546 S.F. unuTY57 4.9OZ AC. EASEMENT �I I I LSI LOGIC CORPORATION C/O RANDALL YU TAX DEPT. r) RECEPTION NUMBER 95009649 3 ----------------, --------------------------------------------------- In Ih ') BERM, LANDSCAPE, AND ' 75.00' GRADING EASEMENT BY 0 PRIVATE AGREEMENT ' I $ 89"48�24" E 1768 07� r, S 89'48'24' E 1730.72' 1-� 25.0' ►7 ACCESS EASEMENT i 6� P I L831 ' S 89'48'25" E 820.46' j I I I 18 , 1 UTTILITYGE & DRAINAGE & I y EASEMENT C100 _ _ UTILITY EASEMENT I , I O unUITMGE & ��- ��`\ 25.00' DRAINAGE & �,91 1 w I Ico EASEMENT ' '� C101 UTILITY i o K) �� J%---- �` EASEMENT I N 89'59 6' W I , .'' Ci p ` FM a I I 83.16 1 , ill, P 6OA �1 S 2 FRC ?g• `<76 �1 I 1� �• G spy\ s 3I o1 0l DRAINAGE & 1 I ' C��4'� Jam/ /00� �79s00'�� � ��cPP�•/ 0I rnl LOT 15 M1 UTILITY I I N 90-00'00" E 134.3T� /o oAo• �' F v/�� S s \ SS NO .�` o rfl N wl EASEMENT J ,------------- - •-------t��CA�5' - /�C1 /AD .. 0�� F?SF C98 C91. 4Ji� 602,349 S.F. I06 i I oI a 13.828 AC. of �1 I N 90'00'00" E 134.37' +--------�'��� /Oo F \ \ C99 G96� O ZI o1 cN N1 I rN N 8959'14• E Irn / ¢SOS zlVMi. 01 S 89'59'- EN ,L1931o, I I I <I o Zi w I 72.47'_�I 9.ODRAINAGE & I IM 25.00' N 90'00'00"f 123.27' 3/ co I -C N 1 8 I 1 1 UTILITY I� 25' ACCESS AND o/ pp I ri owl I L� V I EA MENT I EMERGENCY ACCESS EASEMENT o/• In I I I F LOT 15 DRAINAGE, WATER I D�AINAGE & O �I w & SEWER EASEMENT 1 g < 1 3 UTILITY 00/co DRAINAGE & L93 h,.1 EASEMENT � p� I� CQgi N h 1 � o/ co' UTILITY I - - 3 I 10 25' EMERGENCY I to to 1 ' iTi 00 , I ^1DRAINAGE & N �// EASEMENT JI I o ACCESS EASEMENT I Ire a0 I I IP unuNA NI / L96 W I I I l0 25.0' I 0 o� 1 1 o a N ' O r----t N I IN .r Io EASEMENT I o 10 25.001 0. o L101 o I CN 1_ al 1 IZ ' DRAINAGE & N NI Ir r I I o I ZC27 L99 r 1 J L103 I L221 �CS4 L53 I j l S 90'00'00" E 239.05' UTILITY EASEMENT _J I v 67.63' - -----------J LOT 15 L------------L- �1 -- ---- ------ - --� I S 90)_0000 W 99_79' 1 8 `� L34 - - S - - - QAINAGE, WATER & S--- ________________ __ - 1 L211 Z I EWER EASEMENT Z I I F - L33 - I S 90'00'00" E 531.19' - - - - N 1 a-s0`6i0'o15 rE io 3I I --- -N 90'00'00" E 203.26' G \ I ( to 1 r 1? I _ N 83.39 3 I I _ _ _ N 90'00'00" E 528.88' _ .r - - A- _ ` CD I I w w I L32 - - - - - - - - - - - - - - r1, 1-------------------- C117 L31 65,29 - - LOT 15 DRAINAGE, WATER & SEWER EASEMENT L223 jl L224 i7 1 `�.�5 Sg, M I I N < - - - - I I - - S 90'00'00" E 298.37' - - - - - - -/ L35 , DRAINAGE & PI 1 I - - - S 9 -(7004 E 209.97' 3s3 M / / o S �9• 25' ACCESS AND I� I3 Iww 1 I I �I unuTY 1. o I 25.00 ` 00,N �\ F 2 EMERGENCY ACCESS EASEMENT .o0N)10 10 W N I IC., 5 I 1 / / -JI EASEMENT I00 ZI I I 25' ACCESS AND ' z I OO..� 4y9 25.00 I I o 2912 I in v w l I 1 / / I M I 1 1 EMERGENCY ACCESS EASEMENT U F I• cn o I N a I I I / / L L37 �,,1 1 4' 60 n� qi%� \ I t o I I (< W I f~ 20.00 h°�/ / 9.00' �I L 1 I ' 00 p t4 � sS•`. I I o I DRAINAGE & ' N 89'52'42" E 103.501� L - N 90'00 00 _E_150.62 _ I I I I LOT 15 0�/ /.��` DRAINAGE & 13 O' 4i¢ ar DRAINAGE. WATER & ry/ /�' U11UTY 1 I I 1` �T " ' I Z I - 071 01 I -I ti V pZ unuTY _ -----� _ __ I ifw o �I w1 SEWER EASEMENT p�// //r, EASEMENT tplK) 1 W, .I /EASEMENT V ?S?,p C116'--+--------------------- -- - -- -- ��� rI vwi o moo/ �t`i /, I0 W CD I f. � �``�C11 DRAINAGE & N 90'0000" E 242.60 I W N I I W I O hj/ �v / tij O I' W_ 9_ UTILITY EASEMENT N 90'00'00" W 242 60' ClZ3 z �i rL Q� O O R I '--+-------------------------------- 21 L119 .y/may lial�Z 1 3 I W \�---- „---- :)11W I----N 90'00'00" W I F��`�" 1 0? 0 N1 001��, 13 �/ o���y/ h'� I l 10 =' N 90'00'00 W 116.281 I \ , I I oI �I I� I / /? I F "�Rl0 138.40' I L120 OI NI ol�k'lo ///W g'��M Z' oI� 01 Z I zl ;lo / r/ I111�����' m Z�I LOT 12 �CID i1.1`- `I`°11�I c 1 837,131 S.F. I z��l �I �?10 �< / 1 1 J�<1 0l I I.�wI j =1z j r MI I I O I V' 19.218 AC. w1 LF13 w1 °a1 3I < I I Ci I o�w . 1`I 0 I I <Irwn I I o1 I I I I I ~' of I� 01 01 ^1 oI I I I I N I I I '1, DRAIN OGE & �r' 01 1 0 01 i 0 T o" 11 I , UTILITY o 1 I o DRAINAGE & o f O I 0j I I N I I� °' 25.00 1 ACCESS EASEMENT NI F N I I 11 EASEMENT L78 25 EMERGENCY N1 1 N UTILITY EASEMENT 1 En I nv� I I -' i I I 12.50' EMERGENCY ACCESS I J I I 1 25.00' I I 20.00 1 I �I I �\ I L48 I EASEMENT I J� Lea 33 1 1 1 1 L76 °' 0L I I I 1 �tii - - - - - - - - - - 1 - - - - - - I- - - - - - - - - 1 I_ - - - - - 0p� - _ - - S 90'00'00" E-765_08� - - - - - -1 - - - - - - lee a L49 I S 90'00'00" E 787.72' L226+ 3- LJ - - - - - - - - - - 82.79' - 92.26 DRAINAGE & 349.12' 13I3.40' �o 191.73 _ _ 4_7.75 _ 152.09' _ 11330.00'1 - - - 246.34'- - - - 24.75 _ 243.78'_ UTILITY EASEMENT 245.62' _ _10_9.51' -- I 177.48 -ITgt �7 .,dy ck 68.58 N I 1 -{� _ _ - _ - - t _ _ _� _ _ - - - - - - -s -r_ N pJ 01 t o I i I J I 1 S 90'00 00 E 765.06 I I} Z DRAINAGE &! w I n I I M I, I 1 f 20.00 20.00 w UTILITY EASEMENT I .7 I� 12.50 �J ' 1 I I DRAINAGE & ' I 11n 1 I M 2842 I �z I N I U I 1 1 M 1 I L200 UTILITY 10 1 s I I }w I 25.00' - I►I p 1 1 �? I DRAINAGE A~1 I 1 I EASEMENT ,°n01 I I �n r ca I< rr 3 I I I '©' I 1 z cr< Izw I I 13 UTILITY L�, I ' ^I zl I Iw iW 1 1 i I w w I M I I< N I NM bj O . EASEMENT Im, I 2720 3 I i I w 27.32 I l 0 < 3 V) rn N INcn 1 Io <W o1 10 �, I f- 9.00 I rcZ << w lNI csi IwU I IM < 01 t o cn I I DRAINAGE & 0 <I o I F o z MITnU Hal IUU (nwI a p �I I I unuTY oi�uJ o DRAINAGE & -f�l0 1 of to !I pP MI < o UTILITY EASEMENT z� J NQ I<<I 1 �F g1 10 I 1 r0 EASEMENT ' 01��10 I 10 O aF w1. i_ >- Iw ZrM �0 1 o P DZI a 0 I to 1 D I �1 01 F0 01 I o DRAINAGE & O I ci W I r`�O I't Z 1"i I I00 DRAINAGE & t o f � I z ^ 1 Z o f z UTILITY EASEMENT O U ICI N M Z N, ol"'i UJ 1M'10 I I 1 I EASEMENT ' l i L1961 Go MI 0 �I 0olwt t'' iw10 I w I N L4� I I l �l� 9.00' w1 - t o I ."W I MI N I o l l01 1 I , 1 L - - - - - - - -N 90*00'00" E 302_91' - �`98 + o ' w I 01 < W I �,.t l 01 Iol I zw I L42� 1 ______ DRAINAGE & P z-W 1 w of 101 iol I <� I I ( ,------� - N 90'00'00" E�439.22'unuTY 001 �F< 10 0l o� I of 101 l0 I o 7 1 I I , 1 EASEMENT I o w O 01 F 1 0 IF M I I t Z1 1 O o OI jf MATCHLIME SHEET 21Z1 ;Zi 1 = 1 -'I I I 1 I 10 Zi Mi f0n� '! 1 ^ (ll� Itll1Ta t ti " tt) W � � I mn am 11A� ties! MW ii ii®Itt � tlt� � ii � ii1iii � till# iiIIR I ® Fi /111! 1�11 ti tis w ti1t11� tilllr tstw ® tiles t 1 tR1w itltAl � z m II n ! 111� 4 ttl1A! owl AL U / i� DRAINAGE & I I 1 0 DRAINAGE & U I I p I UTILITY EASEMENT 1 TTj 1 I I 1 I W i ;i 3i 39.50' I� uNLITYfPSEMEtFT�---+--------I----1---L r----- 1 I I I 39.50' 1 I I I 103.26 S 90'00'00" E 433.60' DRAINAGE & too UTILITY EASEMENT to JI yrL/ V 00 25 0' 25 EMERGENCY N 90'00 00 W 693.64' DRAINAGE & ACCESS EASEMENT - - - - S 90'00'00" E 693.67' UTILITY EASEMENT - - - - - - - - - - - - - - - I I z G`1 2 1 31 517.98' wT- 175.69' , - 1 0 T W I o l n DRAINAGE & I z I o 1N UTILITY z I 1 O 1 cp EASEMENT I o N 90'00'00" E W 25' EMERGENCY 64 52' a Stantec Consut ing Inc. 209 South Meldrum Street Fort Collins CO USA 80521-2603 Tel. 970.482.5922 Fax. 970.482.6368 www.stantec.com Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. _ The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. 1-1 Consultants Legend SECTION CORNER MONUMENT AS NOTED Q 1/4 CORNER MONUMENT AS NOTED O FOUND PROPERTY CORNER AS NOTED 0 SET NO. 4 REBAR W/CAP OR NAIL AND SHINER LS 36070 a DESIGNATES END POINT OF LINE OR CURVE - SECTION LINE - - EXISTING RIGHT OF WAY LINE ----- PROPOSED RIGHT OF WAY LINE DEDICATED TO THE CITY OF FORT COLLINS - - EMERGENCY ACCESS EASEMENT TRANSIT (PUBLIC TRANSPORTATION) EASEMENT ------------------ LANDSCAPE/GRADING/SLOPE EASEMENT - - - - - - UTILITY AND DRAINGE EASEMENT - - - - - - - - - ACCESS, DRAINAGE AND UTILITY EASEMENT --- --- PEDESTRIAN EASEMENT - PROPOSED CENTERLINE LOT LINE PLAT BOUNDARY ------ - - -- --- aHEEr --- HARMONYROAD T -I- - --- Revision By Appd. YY.MM.DD Project No. Scale o 60' 90' 120' 187010251 1:60 �T Drawing No. Sheet Revision 10251 v-fb.dwg 5 of 7 0 P00147 2504 Cn rn r OD rD W. lZ < W �Z �I r < H 0 o. Z. C 4 N8Z W W a yn61 r 8WR 1 Z M F Cn WE U I �a Ntyot OO < Wzz m � 8W Z MIRES nPPR A FINAL PLAT OF FRONT RANGE VILLAGE BEING A PLAT OF A PORTION OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO LINE TABLE LINE BEARING LENGTH L1 N00'11'11 "E 8.00, L2 N00'11'11"E 14.00' L3 N00'11'11"E 25.00' L4 N23'17'44"E 6.43' L5 N23'17'44"E 9.70' L6 N23'20'44"E 10.71' L7 N90'00'00"E 24.99' L8 N89'19'41"W 25.00' L9 S89'26'30"E 25.01' L10 N00'05'17"W 18.38' L11 N00'03'42"W 61.62' L12 N00'03'42"W 28.31' L13 N00'03'42"W 23.83' L14 N00'02'15"W 20.05' L15 N44'57'22"E 10.73' L16 N00'03'34"W 17.00' L17 N00'03'34"W 25.00' L18 N00'03'34"W 17.00' L19 N00'03'34"W 25.00' L20 N90'00'00"W 57.78' L21 N47'19'09"W 8.80' L22 NOT USED L23 NOT USED L24 NOT USED L25 N90'00'00"W 22.52' L26 N90'00'00"W 54.11' L27 N90'00'00"W 35.56' L28 N90'00'00"W 52.74' L29 N00'00'00"W 115.15' L30 N00'00'00"W 93.08' L31 N90'00'00"E 101.54' L32 N79'19'32"E 64.78' L33 S90'00'00"E 99.21' L34 N79'19'32"E 64.78' L35 S90'00'00"E 48.08' L36 S00'00'00"E 49.28' L37 S89'41'47"E 51.40' L38 S00'03'34"E 949.95' / SECTIONNO3Z TOWNSHIP 7t! CENTER 1 /4 COR. SEC. 32, T7N, R68W FIND. 2 1/2" ALUMINUM CAP LS 5028 LINE TABLE LINE BEARING LENGTH L39 S00'03'34"E 165.29' L40 S90'00'00"W 12.44' L41 SOO'00'00"W 9.00, L42 S90'00'00"E 12.45' L43 S00'03'34"E 89.86' L44 S00'00'00"E 8.63' L45 N90'00'00"W 78.21' L46 N81'01'51"W 7.09' L47 S90100'00"W 83.86' L48 N90'00'00"E 6.50' L49 S90'00'00"E 21.25' L50 S22'30'00"E 94.07' L51 N22'30'00"W 84.19' L52 S00'03'34"E 118.73' L53 N90'00'00"W 51.06' L54 N65'50'51"W 23.61' L55 N00'00'00"E 109.08' L56 N00'03'34"W 22.50' L57 N90*00'00"W 8.98' L58 N00'03'34"W 37.72' L59 N00'03'34"W 109.55' L60 N89'56'27"E 8.98' L61 N00'03'34"W 3.00, L62 N57'23'10"W 10.69' L63 S00'00'00"E 15.48' L64 N90'00'00"W 16.55' L65 S00100'00"W 21.63' L66 S90'00'00"E 16.57' L67 S90100'00"W 12.02' L68 S90'00'00"E 12.01' L69 N00'03'34"W 22.39' L70 N00'03'34"W 22.50' L71 N90'00'00"W 4.99' L72 N00'03'34"W 26.00' L73 N90'00'00"W 5.00' L74 N66'55'29"E 18.72' L75 N90'00'00"W 9.00' L75 N90'00'00"E 9.00' LINE TABLE LINE BEARING LENGTH L77 N00'00'00"E 12.50' L78 N90'00'00"E 10.00' L79 S00'00'00"E 12.50' L80 N00'00'00"E 12.50' L81 N90'00'00"E 10.00' L82 S00'00'00"E 12.50' L83 S89'47'37"E 14.76' L84 N90'00'00"W 41.50' L85 S89'48'24"E 22.59' L86 S03'56'26"W 63.21' L87 S03'56'26"W 25.06' L88 S03'56'26"W 147.04' L89 N00'00'00"W 50.00' L90 N00'00'00"E 10.80' L91 N00'00'00"E 4.20' L92 N90'00'00"W 9.67' L93 N90'00'00"W 60.33' L94 S00'00'00"W 22.00' L95 S00'00'00"W 40.00' L96 N90'00'00"W 54.69' L97 S00'14'05"E 35.67' L98 S73'23'43"E 122.21' L99 S90'00'00"E 179.54' L100 N00'00'00"E 13.75' L101 N90'00'00"E 40.00' L102 S00'00'00"E 13.75' L103 S90'00'00"E 132.46' L106 S8959'23"E 81.63' L108 S90'00'00"E 16.50' L109 N90'00'00"W 13.00' L110 N90'00'00"W 70.14' 1-111 N00'00'37"E 28.53' L112 N90'00'00"W 217.33' L113 N90'00'00"E 32.29' L114 S00'00'00"E 7.96' L115 N90'00'00"E 10.00' L116 N00'00'00"E 7.96' L117 N74'32'45"W 85.04' ENQLISH RANQH SUBDIVIISION 6E WEST I I FRONT RANGE RETAIL COMPANY, LLC. RECEPTION NUMBER 20050043213 LINE TABLE LINE BEARING LENGTH L118 N7239'33"W 54.80' L119 N70'00'00"W 9.18' L120 N90'00'00"W 13.10' L121 S89'59'35"E 35.50' L122 S00'00'00"E 22.02' L123 NOT USED L124 S45'15'37"W 54.86' L125 S44'44'23"E 12.00' L126 N45'02'52"W 19.63' L127 NO3'54'52"W 15.64' L128 S89'48'53"E 92.72' L129 S00'11'07"W 18.81' L130 S00'11'07"W 25.00' L131 S00'11'07"W 21.69' L132 SO011'07"W 25.00' L133 S00'11'07"W 18.50' L134 N89'48'29"W 70.41' L135 N89'48'29"W 70.31' L136 S89'56'26"W 70.21' L137 S89'56'26"W 70.11' L138 S89'56'26"W 60.28' L139 N89'56'26"E 8.95' L140 S89'56'26"W 24.60' L141 S45'15'37"W 177.50' L142 S45'15'37"W 185.23' L143 S44'44'23"E 22.00' L144 S45'15'37"W 185.23' L145 S45'15'37"W 171.00' L146 S49'32'56"W 60.17' L147 S4515'37"W 18.19, L148 S44'44'23"E 2.99' L149 S4515'37"W 41.01' L150 N4444'23"W 2.99' L151 S45'15'37"W 13.04' L152 S44'40'49"E 14.32' L153 S45'15'37"W 15.49' L154 N44'44'23"W 14.32' L155 S45'15'37"W 19.01, 61. I I C135 I II II 10.00' II II I dl I la NI t Ip I� 3I Iw oI (o PI l0 01 I0 zl II Itn 10.00, -WJ 1f 10' PEDESTRIAN I I EASEMENT I I BY SEPARATE I DOCUMENT II II II II II II II II 7.30' I I = 774.18' I 39.50' 129.1 t- I L60 �I le I �I O1i i I -F- 15' --1 I W 15' WIDE UTILITY ` Z EASEMENT TO TRACT H I I rl W US WEST I-- ( COMMUNICATIONS 213,546 S.F. ' �_ I REC. NO. 92042010 m' 4.902 AC. § I 19 DRAINAGE & �� Del De UTILITY 112 o,I EASEMENT00 fM N N I IN1 MATCHLINE SHEET 5 1, W w I caw Ileeee■ ■ � IEI. Saw ill ■ew ee� wta, MR le® win III W � ieee�e � eelee■ eewlr s eeeee� leeeeer leew wn � eeee■ ee■IIee nee■ eelew elllrw eesl■ ■■■ llll� I� eIIwA� on eeee■ t e I I LINE TABLE LINE BEARING LENGTH L156 N44'44'23"W 39.60' L157 S45'15'37"W 6.50' L158 S15'43'49"E 31.65' L159 N00'10'49"E 10.74' 1-160 N89'59'35"W 61.65' L161 N89'59'35"W 33.50' L162 N89'59'35"W 78.81' L163 S00'00'00"E 25.59' L164 S44'51'06"W 1.95' L165 N45'08'54"W 14.50' L166 S44'51'06"W 28.00' L167 S45'08'54"E 14.50' L168 S44'51'06"W 5.00' L169 N45'08'54"W 14.50' L170 S44'51'06"W 35.00' L171 S45'08'54"E 14.52' L172 N45'06'47"W 8.09' L173 N45'06'47"W 52.93' L174 N89'51'22"E 3.51' L175 S56'12'00"E 44.07' L176 S00'03'09"W 4.65' L177 S00'00'14"W 9.28' L178 S49'30'00"W 38,83' L179 N89'59'35"W 22.22' L180 N89'59'35"W 30.51' L181 N90-00.00"W 160.53' L1B2 S89'59'04"W 525.12' 1-183 S89'59'04"W 464.92' L154 N90'00'00"W 464.62' L185 N90'00'00"W 475.12' L186 N60'00'00"W 110.64' L1B7 S60'00'00"E 110.64' L1 B8 S30'00'00"W 20.00' L1B9 N60'06'39"W 45.00' L190 S30'00'00"W 54.93' L191 I N00'00'00"E 18.00' L192 SOO-00.00"E 14.83' L193 N90'00'00"W 14.89' ■ LINE TABLE LINE BEARING LENGTH L194 S90'00'00"W 12.84' L195 S90'00'00"W 12.84' L196 N90'00'00"W 15.51' L197 N45'00'00"W 46.47' L198 N45'00'00"W 34.75' L199 S00'00'00"E 11.12' L200 N90'00'00"E 10.00' L201 N00'00'00"E 11.12' L202 N00'00'00"E 119.94' L203 N90'00'00"E 27.00' L204 S00'00'00"E 20.00' L205 N90'00'00"W 7.00' L206 S00'00'00"E 101.45' L207 N90'00'00"W 102.43' L208 S70'06'04"E 41.64' L209 S16'38'43"W 22.27' L210 S00'00'00"E 35.67' L211 N90'00'00"E 8.18' L212 N90'00'00"W 10.66' L213 S00'00'00"W 9.00' L214 N90'00'00"E 10.66' L215 N90'00'00"W 10.00' L216 S00'00'00"E 8.47' L217 N00'00'00"W 47.62' L218 S89'59'35"E 25.00' L219 S89'59'35"E 21.50' L220 S40*27'08"W 23.58' LINE TABLE LINE BEARING LENGTH L104-105,107 NOT USED / E SH H SUBDIVISION (M)-S 89'21'46" E 1651.21' (R)-S 89'21'00" E 16,51.74' --- 796.97 - - - 1 FIND. #4 REBAR W/CAP LS5028 1 1 1 1 1 0 co 1 N 1 W 1 Y7 M 1 M 0 1 z 1.. 1 WUJ 1 to zl �1 �1 al �1 p ri I LSI LOGIC CORPORATION 1 C/O RANDALL YU TAX DEPT. RECEPTION NUMBER 95009649 I: 1 1 1 ' 1 0 1 Pill �■ wew ■� ■a� ■�e■ �■ �■ w ■� �■ w ■iw � w w � Wes � ■ ■01111 1 1111111111111110 ■ dtantec Consulting Inc, 209 South Meldrum Street Fort Collins CO USA 80521-2603 Tel. 970.482.5922 Fax. 970.482.6368 www.stantec.com Stantec Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to oil designs and drawings are the property of :.;. Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend Q4 SECTION CORNER MONUMENT AS NOTED 1/4 CORNER MONUMENT AS NOTED O FOUND PROPERTY CORNER AS NOTED ® SET NO. 4 REBAR W/CAP OR NAIL AND SHINER LS 36070 a DESIGNATES END POINT OF LINE OR CURVE SECTION LINE - - -- EXISTING RIGHT OF WAY LINE ----- PROPOSED RIGHT OF WAY LINE DEDICATED TO THE CITY OF FORT COLLINS - - EMERGENCY ACCESS EASEMENT TRANSIT (PUBLIC TRANSPORTATION) EASEMENT ------ LANDSCAPE/GRADING/SLOPE EASEMENT - - - - - - UTILITY AND DRAINGE EASEMENT t . --------- ACCESS, DRAINAGE AND UTILITY EASEMENT ---------- PEDESTRIAN EASEMENT - PROPOSED CENTERLINE LOT LINE PLAT BOUNDARY LL SHEET a'SHEET 4 LOT 10 LOT 15 ;LOT 12 LOT 11 LL1 OT9 LOT 14 O B SHEET LOT 13 SHEET 7 ry n a .n e r o 0 0 0 0 0 0 HARMONY RQAa i Revision File Name: 10251v-fb.dwg Client/Project By Appd. YY.MM.DD KJL DLS 07.01.22 own. Chkd. Dsgn. YY.MM.DD FRONT RANGE RETAIL COMPANY L.L.C. Fort Collins, CO Title A PLAT OF FRONT RANGE VILLAGE Fort Collins, CO Project No. Scale 0 60, go, 120' 187010251 1:60 Drawing No. 10251 v-fb.dwg Sheet Revision 6 of 7 0 F-147 2504 am ��l - NR u e-1 A FINAL PLAT OF FRONT RANGE VILLAGE BEING A PLAT OF A PORTION OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN IN THE CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CURVE TABLE BEARING _CURVE C1 DELTA RADIUS CHORD 120.44' LENGTH 133.23' 41.08' 88'14'50" 86.50' 109.50' _ 109.50' 109.50' 45 N '55'18" E S 12'32'49" W S 11'12'51" W C2 C3 C4 21'29'50" 18'49'55"_ 2'39'55" _ 66'42'16" 88-13" 2" 88'07'53" 21'29'50" 21'29'50" 66'42'16" 74-04*52" 44*15'29" _- 43*37'03 28'30'25" 22'19'54" 22"19'54" 40.84' _35.83' 5.09' 35.99' S 21'57'46" W 5.09' C5_ C6 C7 C8 C9 15.50' S 56'38'52" W N 45'54'29" E 17.04' 18.05' 72.50' 100.93' 111.63' 47.50' N 45'51'50" E 66.07' 73.06' 148.50' _ 123.50' S 12'32'49" W 55.39' 55.72' 46.34' S 12'32'49" W S 56'38'52" W N 12'37'58" W S 220T45"- E S 21'48'32" E 46.07' C16 C11 29.50' 32.44' 34.34' 25.00' 30.12' 59.52' 40.12' 32.32' C12 79.00' 61.02' C13 54.00' 25.01' 41.11' C14 S 60'50'39" E S 11'09'57"_ W S 11'09'_57" W N 11'09'57" E N11'09'57" E 12.32' 77.07' 12.44' 77.56' C15 199.00' C16 C17_ 174.00' 226,00' 67.39' 67.82_' 88.09' 22- 19'54" 22'19'54" 87.53' C18___ 201.00' 77.85' 78.34' C19 C20 _ 17'32'59" 200,00' 25.00' N 08'46'29" W S 45'00'00" W S 08'46'59" E S 15'46'46" E S 45'00'00" E S 45'00'00" W 61.02' 61.26' 90*00'00" 17'31'59" 35.36' 39.27' C21 C22 197.86' 197.86' 60.31' 60.55' 12.23' 3'32'26" 90-00'Do. 90*00,000 11'32'13" 12.22' 623 35.00' 25.00' 49.50' 54.98' C24 35.36' 5.03' 39.27' 5.03' 39.27' 5.03' C25 25.00' S 84*13'53" W C26 90000'00"_ 11 #32'13" 78'27'47" 25.00' S 45'00'00" E 35.36'_ 5.03' C27 25.00' S 84'13'53" E C28 626 630 __ C31 C32 25.00' S 39'13'53" E S 45'00'00" W S 39*13'53" W S_84*13'53" W S 45'00'00" W 31.62' 34.24' 90-00.000 78'27'47' 11'32'13" 25.00' 35.36' 39.27' 25.00' 31.62' 34.24' 25.00' 50.00' 5.03' 5.03' 9O 00'00" 70.71' 78.54' C33 25'22'37" 35.00' 35.00' S 77*18'42' E S 32018*42" E 15.38' 37.42' 15.50' 39.48' U4 64'37'23" ;H RMIH SUBDIVISION (M)-S 89-21'46" E 1651.21' (R)-S 89'21'00" E 1651.74' - . - . 796.97'• - CURVE TABLE CURVE DELTA RADIUS BEARING CHORD LENGTH C36 90,00,00" 25.00' S_ 45'00'00" W N 45'00'00" W 35.36' 35.36' 39.27' 39.27' C37 90'00900" 25.00' C38 57'59'36" 32'00'24" 25.00' N 28'59'48" W 24.24' 25.30' C39 25.00' N 73*59148" W 13.78' 13.97' C40 55*56'39" 34'03'21" 25.00' S 27'58'20" W 23.45' 24.41' C41 25.00' 80.00' S 72'S8'20" W N 38*28'10" E 14.64' 14.86' C42 77'03'28" 99.67' 107.59' C43 82'46'42" 71.00' N 41"19'47" E 93.89' 102.58' C44 88*18'24" 89'56'26" 86'23'14" 89*37'18" 60.00' N 44*12'45" W 83.59' 92.47' C45 51.00' N 45'01'47" W S_4_3'00'30" W S 44'49'33" E S 89'54'59" E S 22'20'40" E 72,09' 80.06' 60.31' C46 40.00' 54.76' C47 61.00' 1710.16' 85.98' 95.42' C48 6'49'12" 203.44' 203.56' C49 44*34'13" 52.00' 39.44' 40.45' C50 17'26'46" 43.00' S 36'32'49" W N 45000'00" E 13.04' 35.36' 13.09' 39.27' C51 90*00,00" 90-00'00" 44'59'20" 4456'26" 46'03'41" 25.00' C52 25.00' S 45'00'00" E 35.36' 39.27' C53 88.50' N 67'30'20" W 67.72' 69.49' C54 102.00' N 67'31'47" W 77.97' 80.00' C55 127.16' N 66'57'17" W N 50'46'39" E S 21'36'35" W N 00'57'52" W 99.50' 11.62' 102.23' 13.29' C56 101'33'18" 7.50' C57 43*13'10" 55.50' 2.50' 40.88' 3.48' 41.86' 3.86' C58 88'22'04" C59 90000'00" 90,00*000 90100'00" 44051'06" 2.50' N 89'51'06" E N 00'08'54" W N_89'51'06" E 3,54' 3.54' 3.54' 3.93' C60 2.50' 3.93' 3.93' C61 2.50' 2.50' N 22'25'33" E 1.91' 1.96' _C62 C63 29'00'35" 367.50' N 59'45'54" E N 67'38'33" E 184.09' 186.07' C64 44'19'07" 326.36' 246.19' 252.44' C65 90,00,000 25.00' S 45'00'00" W S 40-24'53" E N 75'24'25" W 35.36' 23.14' 29.66' 39.27' 26.24' 29.97' C67 98-17'05" 1 15.30' C68 28-37'11" 60.00' C69 122-11'38" 3.00' N_00'00'00" E 5.25' 29.95' 6.40' 30.27' C70 28-54'11" 60.00' N 75'32'54" E FIND. #4 REBAR W/CAP LS5028 ' BARTRAN FAMILY LLC. 2005-0066116 2 a. In 1n �FND. #4 REBAR W/ILLEGIBLE CAP CURVE DELTA CURVE RADIUS TABLE BEARING CHORD LENGTH C71 90*00,000 25.00' N N 45'00'00" 64*23'15- W W 35.36' 21.61' 39.27' C72 51*13'31" 25.00' 22.35' C73 38046'29" 25.00' N 19'23'15" W 16.60' 16.92' C74 90000'00" 15.00' N 45'00'00" E 21.21' 23.56' C75 90'00'00" 15.00' S 45'00'00" E 21.21' 23.56' C76 44'44'23" 255.50' N 67-37'48" E 194.48' 199.51' C77 40'49'31" 315.00' S 65'40'23" W 219.73, 236.42' 116.60' 217.42' 200.70' 181.69' 154.16' 17.01' 224.45' 242.52' 1 117.28' 223.03' 205.87' 186.38' 157.47' 18.90' C78 44040'49" 311.00' S 67'36'01" W C79 21" 9'53" 315.00' 286.00' 264.00' S 75*25'12- W S 67'36'01" W C80 44'40'49" 44'40'49" 44'40'49" C81 S 67'36'02" W C82 239.00' S_ 67'36'02" W C83 40'49'310 221.00' S 65'40'23" W C84 90*14'41" 12.00' _ N 44*56'14- W C85 901008000 10.00' N 45-11'07" E 14A 15.71' C86 90*00*000 40.00' N 45'00'00" E 56.57' 62.83' C87 90800'00" 15.00' N 45'00'00" E 21.21' �23.56' C88 90000'00" 70'07'23" 25.00' S 45'00'00" W 35.36' 28.72' 8.63' 33.49' 304.22' 326.75' 86.6W 60.86' 141.26' 113.88' 39.27' 30.60' 8.67' 36.70' 304.34' 326.89' 90.96' 63.83' 149.48' 120.51' C89 25.00' S 35'03'42" W S 80'03'42" W C90 19'52'37" 25.00' 25.00' C91 84'0652" 5'36'47" N 42-03'26" W C92 3106.65' N 86'55'15" W C93 5'58'51" 3131.65' N 86'44'21" W C94 61017'24" 85.04' S 5827'51" W S 58'17'16" W C95 60057'02" 60,13V C96 66'23'37" 66023'37" 129.00' 104.00' N 61'00'34" E C97 N 61'00'34" E C98 2547'38" 204.00' S 7253'49" E 91.06' 91.84' C99 25'47'38" 229.00' S 72'53'49" E 102.22' 103.09' C100 66'16'25" 146.00' S 86'51'47" W 159.62' 132.29' 168.88' 139.96' C101 66*16'25" 121.00' S 86'51'47" W C102 38'16'-W 121.00' N 79'08'02" W 79.32' 1 12.09' 80.82' 12.10' C103 5'43'41" 121.00' S 78'52'05" W C104 22'16'40" 121.00' S 64'51'55" W 46.75 47.05' CURVE TABLE CURVE DELTA RADIUS BEARING CHORD LENGTH C105 6'47'45" 1735.16' S 89'54'15" E 205.69' 205.81' C106 1 3'01'06" 1752.84' S 84'59'39" E S 84'59'39" E 92.33' 93.66' 92.34' 93.67' C107 3'01'08" 1777.83' C108 6'32'39" 397.50' N 86'43'40" W 45.38' 45.40' C109 109*21'09" 25.00' S 35*19'25" W 40.79' 47.71' C110 6'32'39" 372.50' N 8643'40" W 42.52' 42.55' C111 9'20'48" 147.50' S 85*19'36' E 24.04' - 24.06' C112 99'20'48" 15.00' S 49'40'24" W 22.87' 26.01' C113 70'00'00" 15.00' N 35'00'00" W 17.21' 18.3.3' C114 36'16'25" 304.00' N 71'51'47" E 189.26' 192.46' C115 36'16'25" 329.00' N 71'51'47" E 204.83' 208.29' C116 30'00'00" 147.50' N 75'00'00" W 76.35' 77.23' C117 30,00,000 122.50' N 75'00'00" W 63.41' 63.41' 76.35' 64.14' 64.14' C118 30,00,000 122.50' 147.50' S 75'00'00" E S 75'00'00" E C119 30'00'00" 77.23' C120 20'00'00" 97.50' N 80'00'00" W 33.86' 34.03' C121 20'33'05" 72.61' N 79'42'59" W 25.91' 26.05' C122 18'00'52" 122.50' S 80'59'34" E 38.36' 38.52' C123 90*00,00" 15.00' N 45'00'00" E 21.21' 23.56' C124 90,00,00" 15.00' N 45'00'00" W 21.21' 23..96' C125 90,00,000 25.00' S 45'00'00" E 35.36' 39.27' C126 69*49*39" 25.00' S 15'33'41" W 28.62' 30.47' 17.25' C127 39'31'30" 25.00' S 70@14'15" W 16.91' C128 34'03'210 25.00' S 72'58'20" E 14.64' 14.86' C129 55'56'39" 25.00' S 27'58'20" E 23.45' 24.41' C130 90,00,000 25.00' S 45'00'00" E 35.36' 39.27' C131 90*00,000 25.00' N 45'00'00" E 35.36' 39.27' C132 21*41'12" 29.50' N 56'52'_57" W 11.10' 132.26' 11.17' 171.58' C133 139'26'41" 70.50' S 01'59'48" W C134 14'27'25" 20.00' N 64029'26" E 5.03' 5.05' C135 77'30'43" 4.00' S 38'45'21" W 5.01' 5.41' C136 8'40'09" 122.50' S 76'19'13" E 18.52' 18.54' C137 9'20'42" 122.50' S 85*19'39* E 19.96' 19.98' C138 65'38'36" 54.50' C35, C66 NOT USED S 57'10'42" W 59.08' 62.44' S 88621'46" E 2647.24' NORTH LONE OF THE SOUTHEAST 1/4 - SECTION 32, TOWNSHIP 7 NORTH. RANGE aC MST N 89'20'49" W 996.00' (M) N ' 89'21 46" W 965.69 ' ' - (M)-S 89'21'31" E 600.90' DOUGLAS L. DIETZ RECEPTION NUMBER 98065862 PADDINGTON ROAD E 1/4 COR. SEC. 32, T7N. R68W FIND. 2 1 /2" ALUMINUM CAP IN RANGE BOX LS17497 i ' (R)-S 89-21'31" E 600.69' % jE FIND. #4 R AR J * o I w 0 Z W/ILLEGIBLE CAP . v0iLd Y ' ' 3 3 DAVID L. AND EUNICE A. YOUNG .o to wa �= 1n ao a0 oa 4109 S. COUNTY ROAD 9 o zcn ' 0 o RECEPTION NUMBER 95028976 -Z o o Q W SHEET 7 Z 00 l Oy 3 w = NOT A PART OF THIS O O HM �, FND. #4 REBAR w Zo Ito PLAT .I.� W/CAP LS14823 I F ' z SHOWN FOR I N - - INFORMATIONAL ' J ------------- = PURPOSES ONLY I (M)-S 89'19'36" E 365.04' l 'U ( FIND. #4 REBAR (R)-S 89'21'31" E 365.00' F. ( W/CAP LS5028 - 'a F-- (IN3al Q �i I Q I Z O wl C L�I ILLI il- H -J i LSI LOGIC CORPORATION I lr� xco0 C/O RANDALL YU TAX DEPT. ' I LSI LOGIC CORPORATION W N l W w Z RECEPTION NUMBER 95009649 I CEO RANDALL YU TAX DEPT. 1:- o J �o RECEPTION NUMBER 95009649 Zr�� W I win Y s I o 1 I j IIV v0i ALL PORTIONS OF THE N wo GRADING, UTILITY & I of Z DRAINAGE EASEMENT AT I l I REC# 99046940 NOT jCl- ' LYING WITHIN THE BOUNDARY OF THIS PLAT ( I I ' 1�REMAIN BY I MATCHLINE SHEET 4 1 1 l I"■IIIIIIp IlIllplwtlllllll;rwMR ■en wi11 wwwwwwwwwwwwwwwwwtlwwww■�w��slw■wlwww�s nl l n" mpgw W" W" ale11111111191I I I^i ; I Lot I ■ I t _ Stantec Consulting Inc. # ,/J 209 South Meldrum Street l l Fort Collins CO USA 80521-2603 e" Tel. 970.482.5922 Fax. 970.482.6368 -- - www.stantec.com Stelae Copyright Reserved The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. ` The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. Consultants Legend SECTION CORNER MONUMENT AS NOTED 0 1/4 CORNER MONUMENT AS NOTED O FOUND PROPERTY CORNER AS NOTED ® SET NO. 4 REBAR W/CAP OR q' NAIL AND SHINER LS 36070 y, e DESIGNATES END POINT OF LINE OR CURVE - SECTION LINE - - EXISTING RIGHT OF WAY LINE --- PROPOSED RIGHT OF WAY LINE DEDICATED TO THE CITY OF FORT COLLINS - - EMERGENCY ACCESS EASEMENT TRANSIT (PUBLIC TRANSPORTATION) EASEMENT ------------------ LANDSCAPE/GRADING/SLOPE EASEMENT - - - - - - UTILITY AND DRAINGE EASEMENT --------- ACCESS, DRAINAGE AND UTILITY EASEMENT -- --- PEDESTRIAN EASEMENT PROPOSED CENTERLINE LOT LINE PLAT BOUNDARY ---------------- aHEI TRACTH--_.III _-- Q SHEET 6'; SHEET 4 T� LOT io LOT 15 LOT 12 LOT 11 LLJ ------------- LOT 14 &UM LOT 13 0 Revision HARMONYROAD T Lme SHEET ] By Appd. YY.MM.DD File Name: 1UZ01v-1D.0wg KJL DLS 07.01.22 Dwn. Chkd. Dsgn. YY.MM.Do Permit -Seal ClienNProject FRONT RANGE RETAIL COMPANY L.L.C. Fort Collins, CO Project No. 187010251 Drawing No. 10251 v-fb.dwg Scale 0 60' go, 120' 1:60 Sheet Revision 7 of 7 0 F-147 2504 ORIOIN& SHEET - ARCH a