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HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - SUBMITTAL DOCUMENTS - ROUND 5 - SUBDIVISION PLATCCCHHCHRHRRRIIIISSSTSTTT MMMMAAAANNNDNDDDRRRR CHRITS MDA R NDDDADAAASSSSSSSSAAAAUUUDASSAUVVVVIIIICCCCVIC DDDDEEEELLLOOLOOZZZZIIIIEEEE DELOZIE QQQQUUI UUIIINNNNBBBBYYYYSSSSTTTT QINUBSTY MMMMAAAARRRROOOOOOONNONNCCCCTTTMTARNOOCT LLLLIIIIPPPPPPPPIIIIZZZAZAAANNNCCNCCTTTTLIPIPZATN F C FFFOOORORRREEEELLLLOOOCOCCCKKKKDDDDRRRORFRLEOCKDRSSSSHHHHEEEETTTTLLLLAA AA NNNN DDDLDLLL NNNNS THE LA NNDC L CCCHHHEHEEERRRRRRRRYYYYSSSTSTTTOOONONNNEEEE PPPPLLLL HCERR SYTONE PL LLLALAAAKKKKEEECECCCAAAANNNNAAAALLLLCC CTC TTTLAKE CANL CA TRRRREEEELLLLIIIAAIAANNNNTTT STSSTTSTTRELIANTS LLT LOOL OOMMMMAAAALLLILIII NNNNDDADDAADDADDRRRRLOMALI ANDDREEEENNNNVVVIVIIIRRRROOOONNNNMMMEMEEENNTNNTTTAAAALLLLDDDDRRRRENVIRONNMTEDALR CCCCRRRRUUUUSSSSAAADADDDEEEERRRR SSSSTTTTCRUSDAER STCCCCRRRRUUUSUSSSAAADADDDEEEERRRRSSSSTTTTCRUSADERS W T WWWHHHHEEEEAAAATTTTLLLLAAAANNNDNDDDSSSSTTTTWHETLAANDST RRRREEEEDDDD CCCCLLLLOOOOUUUUDDDDCCCCTTTTREDLOCUDCT CCCOCOOOAAAALLLBLBBBAAAANNNNKKKDDKDDRRRRCLOBAANKRD HHHHEEEESSSSSSSSEEENENNNDDDDRRRRHSEESNDNNRNNOOOORRRRIIII KKKKEEEERRRRDDDDRRRRNORI KERDRTTTT SS SSTTTTTST CCCCOOOONNNNNNNNEEEECCCCTTTTIIIICCCCUUUTUTTCTCCCTTTTCNONECITCUTCT DDDDEEEELLLL CCACCAAARRRRMMMMEEEENNNNDDDDRRRRDLECAREMNDRRRRREEEEDDDDMMMMOOOOUUUUNNNNTTTTAAAA IIIINNNNCCCTCTTT REDM OU TAN INCT SSSSAAAANNNNPPPPEEEEDDDDRRRROOOODDDDRRRRSANPDERO C DC R CCOOOOCCCCKKLKLKLELEEEBBBBUUURURR LLR LLNNNNCOCKLEURBLN BBBBUUUCUCCCKKKKIINIINNNGGGHGHHHOOOORRRRSSSSEEEELLLLNNNUN BCNIKGHORLSEN BBBRBRRRYYYYCCCCEEEEDDDDRRRBRRYCEDRHHHAHAACACCCKKKKNNENENYEYEYYLLLLNNNNHANCKEYNM LMMMOOOORRRRAAAABBBBCCCCTTTT MORABCT TTTTAAAARRRRPPPPAAAANNLNNLLNLNNNTARPANLNCCCCAAAA NNNNTTTTOOONONNN CCCCTTTT CATONN CC T CCCOOOOCCCCHHHEHEEETTTTOOOOPPPPAAACACCTCTTTCOCHETPAOCSSTSSOOOMOMMMBBBRRBRREEERERRROOOLOLLLNNNNSOMBRERLNO BBBBRRRROOOOWWWWNNNNSSSTTSTTOOOONNNNEEEEC CCCTTTTBROWNSTONCTE FFFFEE ETETTTLLLLOOOOCCCKKCKKDDDDRRRRFE TLOCKDRBBBBLLLLAAAACCCCKKKKSSSSTTTTOOOONNNNEEEEDDDDRRBRRLACKTOSNEDR ZZZZUUUURRRRIIIICCCCHHHH DDDDRRRZRURICDHR ZZZZ UUUURRRRIIIICCCCHHHH DDD DRRRR Z URICH R SDSSSHHHHEEEERRRRRRRYRYYYDDDDRRRRHESRRDYRSSSHSHHHEEEERRRRRRRRYYYYDDDDRRRRSHERRYDRCCCCLLLLIIII FFFFFFFFOOOORRRRDDDDDDDDRRRRCIFL FORDDRSSSSLLALLAAADDDDEEEESSSSTTTSTLAEDST DDDDEEEENNNNRRRROOOOSSSESEECECCC TTT D T EN OSREC T RRRRUUUUIIIIDDDOODOSSOSSAAAADDDDRRRRRUIDAOSDRFFFFIIIIEEEELLLLDDDDRRIRIRIIDDDDGGGGEEEAEAAAVVVVEEEEFELIDRIDEAGVEMMMMOOOORRRROOOOCCCCCCCCOOOOWWWWAAAAYYYYMOORCCOWYA EEERERRRIIIICCCCSSSSTTTTERSICT CCCCTTTTCTMMMAMAAARRRRCCCCHHHHCCCCTTTT MARCHCT JJJJAAAADDDDEEEESSSSTTTTOOOONNNNEEEECCCCTTTTJADESTOCNET CCCCLL LLIIIIFFFFF FFF OOOORRRRDDDDCCCCTTTL TCIFFORDCT FFFFRRRRIIII SSISSIII AAAANNNNDDRDDRRRFRISI DANRWWWWIIIITTTTHHHHEEEERRRRSSDS DS DDRRRR W HIT E DRRS RRRROOOOCCCCKKKKFFFFOOOORRRRDDDDDDRDRDRRROCKFORDDRSSSSOOOOLLLCLCCTCTTTSOLCTBBBBRRRIRIIIDDDDLLLLEEEEDDDDRRRRBDRLIEDRPPPPOOOORRRTRTTTEEEERRRRPPPPLLLPOLRTERPL BBBOBOOCCOCCAAAADDDDEEELELLL RRRRIIIIOOOODDDDRRRRBAOCDREILOD BB R BBEEEAEAAARRRRMMMMOOOUOUUUNNNNTTTTAAAAIIIINNNNDDDDRRRBREAMROUNTAINDR SSSSAAAA NNNLNLLULU UIUIII SSSSSSSTTSTTS ANL USSI TMMMMMEEEECCCOOCOOUUUU NNNNTTTTYYYYRRORROOOAAA ADDDD 4444000C0EOUNRYTOD4A0 EEECCECCOOOOUUUUNNNNTTTTYYYYRRRROOOOAAAADDDD 44440000ECONTUYRODA40 CCCCHHHIHIIIPPPPPPPPEEEERRRRFFFFIIIIEEEELLLDLDDDCCCCTTTTCHIEPRPFIE CLDTWWWWIIILILLLLLLLOOOOWWWWTTTTRRREREEEEEEELLLLNNNNWLILOWERTELN SSSSUUUUNNNNRRRRIIIISSSSEEEEAAAAVVVVEEEE SNRUISEAVELLLLOOOONNNNDDDDOOOONNNNCCCCTTTTLONONDC STS SSMMMMIIIITTTT HHHHFFFFIII EI EEELLLLDDDDDDDDRRRRS I TMHFI ELDDSSRSMSMMMIIII TTTHHTHHFFFFIIIIEEEE LLLDDL DDD DDD RRRRSMI HFTIE LD RDHHHOHOORRORRIIIIZZZZOOOONNNNAAAVVAVEEVEEHOZRIONAE SVSSSUUUURRRRRRRREEEEYYLYYLLLNNNNSURREYLNJJJOOJOOAAAANNNNNNNNEEEESSSSTTTTJOANNEST RRRREEEEBBBBEEEECCCCCCCCAAAA CCCTCTTETRBECCCAT SSSSPPPPEEEECCCCHHHHTTTTPPPPOOOOIIII NNNNTTRTRTRRDDDDPESCHTPNOI TRDDDDRDRR YRYYYSSSSDDDAADAALLLLEEEE LLLNNLNN DSRDYALLNEBBBLBLLLAAAACCCCKKKKBBBIBIIIRRRRDDDDDDDDRRRRBLACKBIRDDR SSSSAAAANNNNDDDBDBBUUBUURRRR DDRDDRRS R ANDBUR DR CCCCOOOOBBBBBBBBDDDDRRRCROBDBRJJJJOOOOSSSSEEEEPPPHPHHHDDDDRRRRJOSPEHDR PPPPLLLLEEEEAAASASSSUUUURRRREEEEDDDRRDRRPLAESUERDRHHHHAAAARRRRVVVVEEESESSSTTTTEEEERRRRSSSSTTTTHARVESTER AS AT AANNNNDDDDRRERREEEAAAASSSSTTATNTREDASSSTSSAAAAGGEGGEEEBBBBRRRRUUUUSSSSHHHDHDDDRRRRSABGERHUSDSRSSSAAAAGGGEEGEEBBBBRRRRUUUSUSSSHHHHDDDDRRRRASGREUBSHDRSSSSAAAAGGGGEEEEBBBBRRRRUUUUSSSSHHHHDDDDRRRRSAGEBRUSHRD SSSASAAAGGGGEEEEBBBBRRRRUUUUSSSSHHHHDDDDRRRRSAGEBRUSHDDDRDDIIIIXXXOXOOONNNNSSSSTTTDTIONXSTMMMMCCCLLCLLAAAUAUUUGGGHHGHHLLLLIIIINNNLLNLLNNNNMCLUGAHNLLINMMMCMCCCLLLLAAAUUAUUGGGHGHHHLLLILIIINNNNLLLLNNNMCNLAUHLGINLNMMMCCMCCLLLLAAAAUUUGUGGGHHHHLLLIILIINNNLNLLLNNNNMCLUGAHLNLINMMMMCCCLCLLLAAAAUUUUGGGHHGHHLLLLIIININNNLLLLNNNNCMLAUGHLINLMNMMMCCCCLLLALAAAUUUUGGGGHHHHLLLLIIIINNNLNLLLNNNMNCLAUGHLINLN CCCCUUUUCCCCHHHHAAARRARRAAAASSSSCCCTTCTTCUCHARSCAT HHHAHAAAYYYYMMMMEEEEAAAADDDDOOOOWWWWWWWWAAAAYYYYHAYMEAOWDWY KAKKKAAAANNNNSSSASAASASSSDDDDRRRKRANSASDRKKKKAAAANNNNSSSSAAAASSSDSDRDDRRR KANSARSDIIIILLLLLLLLIIININNNOOOOIIIISSSSDDDDRRRIRLLINOISDR IIIILLLLLLLILIIINNNOONOOIIIISSSDSDDDRRRRILLINOISDR UUUUTTTTEEEECCCTTCTTUECTT TTTTOOOPPOPPEEEEKKKKAAAALLLLNNNN OPTEK LNADDDDAAAARRRRRRRREENEENNNCCCCTTTTDARENRCT WWWWA AAA TT TTEEEERRRRSSSS TTTTOOOONNN NEEEECCC CTTT TWA TES TRON ECT WWWAWAAATTTTEEEERRRRSSSS TTTTOOOONNNNEEEECCCCTT TTWA TERS TON ECTSSSSTTTTOOOOCCCCKKKKTTTTOOOONNNANAAAVVVVEEEE STOCKTONAEVPPPEPEERERRREEEENNNNDDDDAAAALLLLEEEELLLLNNNNR PEEN DALEL LLNLLAAAAKKKEKEEESSSSHHHHOOOORRREREEECCCCIIIIRRRR LAESKHOCREIR MMMMAAASASSSSSSSAAAACCHCCHHHUUUUSSSSEETEETTTTTTTSSSSSSSS TTMTTASSACHUSETTSS B TBBBRRRRUUUMUMMBMBBYBYYYLLLLNNNNBRUBYML LLN LLAAAAGGGOOGOOCCCCTTTTLAGOCTCCCCAAAMAMMMIIIINNNNOOOO DDDDEEEELLLLMMMMUUUUNNNNDDDDOOOO CAIMNO DE L NMUD O CCCCAAAAMMMIIMIINNNNOOOODDDEEDEELLLMLMMMUUUNNUNNDDDDOOOO CAMOIDNELMUND CCOCCAAAAMMMMIIIINNNNOOOODDDDEEEE LLLLMMMMUUUU NNNNDDDDOOOOCAMINO DELNMUDSOSSS TTTTRRRRAAAAWWWWFFFFOOOORRRKRKKKDDDDRRRRTSRAWFODRKRCCCCAAAAMMMMIIIINNNNOOOORRRREEEE AAALLALL MCAI R NOEAL CCCACAAAMMMMIIIINNNN OOOORRRREEE EAAALALLLCAMIN OREALCCC CA AA AMMMMIIII NNNNOOOORRRREEEEAAAALLL LCA MONIREAL LLLLIIITITTTTTTTLLLLEEEEBBBEBEEEAAAARRR CCRCTTCTTLITTLEBEARCT SSSSIIIILLLLVVVVEEEERRRRTTTTIIPIIPPPPPPPLLLL SILVERTIPPLRRRRUUUUSSSSHHHHWWWWOOOOOOODODDDCCTCCTTTRUSHWOODCT HHHHAAAARRRRVVEVVEEESSSSTTTTEEERERRR CCCCTTTTHARVESTETRC GGGRRGERREEEEEEENNNNBBBBRRRRIIIIAAAARRRRDDDRDRRR GREENBARRID GGRGGRRRREEEEEEEENNNNBBBBRRRIRII AI AAARRRRDDDDRRRGRRENEBRI ARDRSSSISIIIEE EERRRRRRR RAAAAVVVVIIII SSSTSTTTAA ADDARDRDRRSIE RRAVI STA RC DCCCOOOONNNNNNNNEEEECCCCTTTTIIICIC CCU UU UTTTTDDDRDRRCRONNECTICUTDR HHHAHAFAAFFFLLLLIIIINNNGNGGGEEEERRRRDDDDRRRRHFALINGERDRRRRREEEEN NNENEEEDDDDRRRR REENDRGGGGOOOOOOOOSSSSEEEEBBBEBEEE RRRRRRRRYYYYLLLNLNNN GOOSEBRE RY L HNHHHAAAAYYYYMMMMAAAKAKKEEKERERRRLLLLNNNNHAYMKAERL BNBBBLLLLUUUEUEEYE YYYOOOONNNDNDDDEEEE RRRRWWWAWAAAYYYBYLUEYONDERAWYSSSSCCCCAAAARRRREEEECCCCRRRROOOOWWWRWRRRDDDDSACRERCOWRDLLLLAAAAPPPPAAAAZZZZDDDDRRRRLAPADZRLLALLACACACCRRRRUUUUZZZDZDDDRRRRLACRUZD CRCCCAAAASSSSPPPIPIIIAAAANNNN WWAWWAAYAYYY CASPIA WANYYYYYEEEEAAAARRRRLLLLIINIINNNGGGGDDDDRRRREYARL I NGYRDYYEY EE EAAAARRRRLLLLIII NI NNNGGGGDDRDDRYRERARLING DRMMMMEEEES SSS SSSS AAAARRRRAAADADDDRRRRESM SARADRSSSUSUUNNUNCCNCCHHHHAAAASSSEESEEDDDDRRRRSUNCHASDERSSSSUUUUNNNNCCCCHHAHAHAASSSSEEEEDDDDRRR SUR NCHSEADR QQQQUUUUEEEESSSSTTTTDDDDRRRRQUEDSTR BBBBRRRREEEENNNNTTTTOOONONNNDDDDRRRRBRENTOND JJR JJUUUUTTTTLLLL AAANNANNDDDDLLLLNNNJUNTLANNDLPPPPAAARARRKKRKKFFFFRRORORONONNNTTTTDDDDRRRRPARKFORNTDRCCCACAAAIIIRIRRRNNNNEEEESSDSSDDDRRRRACIRESNDRCCCCAAIAAIIIRRRRNNNNEESEESDSSDDDRRRR C ANI ER RSD NNNNEEEEFFFFRRRROOONONNNTTTT AAAAGGGGEEERERDRDRDDNEFROANGT ERDNNNNEEEEFFFFRRRROOOONNNNTTTATAAGAGGGEEEERRRRDDDD NEFRONTAGERDNNNENEEEFFFFRRRROOOONNNNTTTTAAAAGGGGEEEERRRRDDDNDEFONRTAGERDNNNN EEEEFFFFRRRROOOONNNNTTTTAAAAGGGGEEEERRRR DDDD N EFRO TNAGER C DC CCAAAA NNNNBBBBYYYYWWWWAAAAYYYYC ANYBWAYCCCCAAAANNNBBNBBYYYYWWWAWAAAYYY YNCABYWYMAMMUMUUUNNNNIIIICCCCHHHHWWWWAAAAYYYY MUNIHCWAY SSSTTTTCCCCHHHHEEEESSSSTTTTEEEERRRRLLLNLNNN ST CH E TESRL A N AAALLLLAAAANNNSSN SSTTTTALANS TAAAALLLLAAANANNNSSSSTTTTALANTSWWAWWATAATTTTTTTSSSSWATTSCCHCCHHHAAARARRRLLLLEEESESSSBBBBRRRROOOOCCCCKKKMMKMMAAAANNNN DDDRRDRRCARHLEBSROCKMANDR RRRRIIIIVVVVEEEERRRRBBBB EEEENNNDNDDDDDDDRRRRRIVE RBEDDNREEEESSSPSPPPIIIIRRRRIIITITTT DDDDRRRREISPRITRD CCCCOOOOYYYYOOOOTTTETEEEPPPPLLLLCOYOTEPL BBBBLLLLAAAA CCCCKKK KSSSSTTTOTOOONNNNEEEECCCCTTTTABLCKSTONECT LLLTTLTT OOOONNNNAAAAVVVVEEEELONTAVE NNNNWWWWFFFFRRROOROONNNNTTTTAAAAGGGGEEEERRRRDDDDNWFRONTAGERDNNNNWWWWFFFFRRRROOOONNNNTTTTAAAAGGGGEEEERRRRDDDDNWFRONTAGDERNNWNNWWWFFFFRRRROOOO NNNNTTTTAAAAGGGGEEEERRRRDDDD NWFR NOTAGERD NNNNWWWWFFFFRRRROOOONNNNTTTTAAAAGGGGEEERERRRDDDDNWRFONTAGER D D DDDAAAANNNNFFFFIIIIEEEELLLLDDDD CCCCTTTTDFAINELCDT VVV VIIII SSS STTTTAAAAGGG GRRR ARAANANNDDNDD EEEECCCICIII RRRRVI STAG RADN ERCVI VVVIIIITTTT AAAALLLL AAAADDDDRRRVRAILT ADRLLLLAAAAMMMMBBBBKKKIKIIINNNNWWWAWAAAYYYY LAMBKINWAYLLLLAAAAMMMMBBBKBKKKIIININNNWWWAAWAYAYYYLAMBKINAYWPPPPAAARRARRKKKKLLLLAAAKAKKKEEEECCCCTTTTPARLKAKECT AAABAABBBRRRREEEETTTOTOONONNNWWWWAAAYAYY YBRETNOWAYKKKKIIIITTTCCTCCHHHHEEEELLLLLLLLWWWWAAAYAYYKYITCHELLWAY KKIKKIIITTTTCCCHCHHEEHEELLLLLLLL WWWAWAAAYYYYKITCHELWLAYKKKKIIIIMMMBMBBBEEEERRRLRLLLYYYDDYDDRRRRKIMBERLDRYPPPAPAAALLLLAAAAMMMMIIININNOONOOLLLLNNNPNALAMINLNOCCCCAAANNANNAAALALLLDDDRDRRRACNALDRCCCCAAAANNNNAAAALLLLDDDDRRRRCANADLRCCCCAAANANNNAAAALLLLDDDDRRRRCANALD L R LLLIIIIMMMMOONOONNN DDDDRRRRLIONMDR LLLILIIIMMMOOMOONNNNDDDDRRRLIRMONR MD MMMAAAAXXXXSSSSTTTATMXST SSSHHSHHAAAAVVVVAAANANNNOOOO CCC CTTTTSHA NVAO CTSSSSHH AHH AAVAVVVAAAANNNN OOOOCCCCTTTTSHAVANOTCMMMMEEEEXXXXIIIICCCCOOOOWWWWAAAAYYYMYEXCIOWAYTTTTTTTTAAALALLLNNNNTATL SSNSSWWWWAAANANNNSSSSTTTTOOOONNNNEEEEDDDDRRRR WSANSTONEDRAAAAIIIIRRRRPPPPAAAA RRRRKKKDDKDDRRRRIRAPA RKDRAAAAIIIIRRRRPPPPAAAARRRKKRKKDDDDR RRAI RRPARKDR AAAANNNNCCCCHHHOHOOORRRRWWWWAAAYAYYYANCHORWAYWWWWEEETTETTTTTETEEERRRRHHHHOOOORRRRNNNNDDDDRRRRWETETRHORRNDBBBBUUUCCUCCKKKKEEEEYYYYEEEESSSSTTTTBKUCEYEST MMMMEEEEAAAADDDDOOOOWWWWAAAAIIII RRRREEEEDDDDRRRRAEMDOWIA REDMRM MM EEE EAAAADDDDOOOOWWWWAAAAIIIIRRRREEEEDDDDRRRRMEADOWAIDRER RRRREEEDEDDD WWWWOOOOLLLFFLFFPPPPLLLLREDWOFPLLEEEEAAAASSSTTSTWWTWWOOOOOOODDODDDDDDRRRREASTWOODRD VVVVEEEERRRRDDDDEEEAEAAAVVVVEEEEVEDERAVWEWWWEEEEAAAATTTTHHHHEEERERRRVVVVAAANANNENEEEPPPPLLLLWETAHERVANEPLJJJJ OOOOSSSSEEPEPEPPHHHHAAAALLLLLLLLEEEENNNNDDDDRRRRJOSEHAPLLENDRJJJJOOOOSSSSEEEEPPPPHHHHAAALALLL LLLL EEEENNNDDNDDRRRRJOESPHALELNRA DAAIAIIIRRR RWWWAWAAAYYYYAAAA VVVEVEEE A IR WAYA VE AAA AIIIIRRRR WWW WAAAAYYYYAAAAVVV EVEEEAIR WAYAV EAAAAIII RI RRRW WWW AAAA YYYYAAAAVVVV EEEEAWI ARYAV DD EDRDR RRDR AAAACCCCA AA ADDDDEE EEMMMMYYYYCCCCTTTTACA DE YCMTAAAACCCCAAAADDDDEEEEMMMMYYYYCCCCTTTTACADEMYCTPPPPRRRROOOOSSSSPPPEPEEECCCCTTTTPPPAPAARARRRKKKKWWWAAWAAYYYY PROSPECPTARAKWYBBBBOOOOXXXXEEEELLLLDDDDEEEERRRRDDDDRRRBROXELDERRB DBBBOOOOXXXXEEELELLLDDDDEEEERRRRDDDDRRRROXBELDDERR KKKKEEEERRRRRRRRYYYYHHHHIIIILLLL LLLLDDDDRRRRRKERYIHL LDRCCCCUUUUTTTTTTTTIIIINNNNGGGHGHOHHOOO RRRRSS SS EEEEDDDDRRRRCTUTI HNOG RS ECDRCCC UUUUTTTTTTTITIII NN NNGGGHHGHHOOOORR RR SSS SEEEEDDDDRR RR C UTTI NGRHO SDRE LLLLOOOOSSSSRRRARAAANNNNCCCCHHHHOOOSOSSSDDDDRRRRLOSRNCAHODRSSSSSAAAANNNNFFFFEEEELLLLIIIIPPPPEEEEDDDDRRRRSANFEILPEDR DDD DEEEENNVNNVEVVEEERRRR DDDDRRR D RENVER DR DDDDEEN EEN NNVVVV EEEERRDRRDDDRRRRDEN VERADARAANNNNIIII KKAKAKDADADDRRRRANIKADRAAAANNNNNNNNEEELELLLIIIISSSSEEEWEWWWAAAAYYYYANNIELSEWAY AAAANNNNNNENNEEELLLLIIIISSSEESEEWWWWAAAAYYYY ANNELISE YW P A PPEPEEERRRRCCCCHHHHEEEERRRROOONONNNDDDDRRRRPERCHORENDR DDDDEESEESSSMMMMOOOOIIIINNNNEEESESSDSDDDRRRRDESMOIESNDR DDDDEEESESSMSMMMOOOIOIII NNNNEEEESSSSDDDRDRRERSDIMO NESDRCCCCOOOOAAAACCCHCHHHMMMMAAAANNNNLLLLNNNNACCOHAMNLNCCCCAARAARRRRRRRIIIIAAAGAGGEGEEE PPPPKKKKWWYWWY CYY AR RIAGE PK MWYMMMIIIINNNNNNNNEESEESSSOOOOTTTATAAADDRDRDRRINMNESAODT SSRSSIITIITTT TTTITIINNINNGGGG BBBUBUUULLLLLLLL WWWWAAAYAYYYSIT TIN GLBUL AWYOOOORRR RIIIILLLL LLLLAAAA DDDDEEE ELLLLLLLLAAAAGGGG OOOOORLI LADE LLAG OOOOORRRRIIIILLLLLLLLAAAADD EDD EELELLLLLLLAAAAGGGGOOOOORILLAD ELLGAOTTTT RRRREEEE SSSSTTTTLLLELEEE RRRRDDDTRD E T LSE RD Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon.SURVEYOR NOTES: 1) The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on drawing with the West Quarter corner of Section 15 being a 3 1 4" aluminum cap on #6 rebar, stamped LS 17483 and the Center Quarter of Section 15 being a 2 1 2" aluminum cap on #6 rebar, stamped PLS 7839. 2) For all information regarding easements, right-of-way or title of record, Northern Engineering relied upon Title Commitment Order No. FCC25192054, dated September 8, 2021, prepared by Land Title Guarantee Company. 3) The lineal unit of measurement for this plat is U.S. Survey Feet. 4) Northern Engineering or the Professional Land Surveyor listed hereon, does not have the expertise to address mineral rights, and recommends the owner retain an expert to address these matters. Northern Engineering or the Professional Land Surveyor listed heron assumes no responsibility for the mineral rights upon the subject property. 5) A copy of the title commitment and the documents contained therein were provided to the owner, client and attorney listed hereon for their use and review. 6) Not all documents listed in the title commitment are plottable or definable by their terms. All easements that are definable by their descriptions are shown hereon with sufficient data to establish their position. Owner, Client and others should refer to the title commitment and those documents listed therein for a true understanding of all rights of way, easements, encumbrances, interests and title of record concerning the subject property. 7) For easements created by separate document and shown hereon refer to record document for specific terms. 8) Easements and other record documents shown or noted hereon were examined as to location and purpose and were not examined as to restrictions, exclusions, conditions, obligations, terms, or as to the right to grant the same. 9) Adjacent property owner information per the Larimer County Land information Locator. 10) Per CRS 38-51-105 (3)(a), (3)(b), (4)(b), (4)(c), & 5, the Developer/Owner of the subdivision plat has the requirement of providing monumentation of the interior corners created by this platting procedure within one year of the effective date of a sales contract. The Surveyor of record of said subdivision plat has only the required responsibility of providing for the on the ground monumentation of the external boundary of the subdivision plat. 11) The word "state", "certify" or "certification" as shown and used hereon is an expression of professional opinion regarding the facts of the survey, and does not constitute a warranty or guaranty, expressed or implied. DORA Bylaws and Rules (4 CCR 730-1). 12) The Professional opinion of the Surveyor is not a determination of law, nor a matter of fact. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO SURVEYOR'S STATEMENT I, Robert C. Tessely, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief. For and on Behalf of Northern Engineering Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 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. OWNER: BY: ______________________________________ STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by ______________________ as __________________________ of _____________________________. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all persons by these presents, that the undersigned owner(s) of the following described land: Parcels of land situate in the Southwest Quarter of Section Fifteen (15), Township Seven North (T.7N.), Range Sixty-Eight West (R.68W.) of the Sixth Principal Meridian (6th P.M.), City of Fort Collins, County of Larimer, State of Colorado, being more particularly described as follows; Considering the North line of the Southwest Quarter of Section 15 as bearing South 89° 38' 43" East with the West Quarter corner of Section 15 being a 3 1 4" aluminum cap on #6 rebar, stamped LS 17483 and the Center Quarter of Section 15 being a 2 1 2" aluminum cap on #6 rebar, stamped PLS 7839, and with all bearings contained herein relative thereto: COMMENCING at said West Quarter corner of said Section 15; THENCE along the North line of the Southwest Quarter, South 89° 38' 43" East a distance of 105.08 feet to POINT OF BEGINNING 1; THENCE continuing along said North line, South 89° 38' 43" East a distance of 2538.15 feet to said Center corner of Section 15; THENCE along the East line of the Southwest Quarter of Section 15, South 00° 05' 39" West a distance of 1081.21 feet; THENCE departing said East line, North 76° 39' 58" West a distance of 580.42 feet; THENCE along the arc of a curve concave to the Northwest a distance of 151.65 feet, said curve has a Radius of 642.00 feet, a Delta of 13° 32' 03" and is subtended by a Chord bearing South 53° 20' 22" West a distance of 151.30 feet; THENCE South 60° 06' 24" West a distance of 375.84 feet; THENCE South 00° 00' 51" West a distance of 646.57 feet; THENCE North 54° 53' 09" West a distance of 18.04 feet; THENCE North 76° 19' 16" West a distance of 163.85 feet; THENCE North 84° 59' 16" West a distance of 548.82 feet; THENCE North 67° 52' 16" West a distance of 88.13 feet; THENCE North 54° 48' 16" West a distance of 900.73 feet; THENCE North 00° 11' 37" East a distance of 780.50 feet; THENCE North 22° 40' 37" East a distance of 26.16 feet; THENCE North 00° 11' 44" East a distance of 433.23 feet to POINT OF BEGINNING 1, containing 3,614,899 square feet or 82.99 acres, more or less (±). AND COMMENCING at the South Quarter corner of said Section 15; THENCE along the South line of the Southwest Quarter, North 89° 59' 24" West a distance of 635.26 feet; THENCE North 00° 01' 10" East a distance of 30.00 feet to the North right-of-way line of Prospect Road, said point being POINT OF BEGINNING 2; THENCE along said North line, North 89° 59' 24" West a distance of 615.25 feet; THENCE departing said North line, North 01° 13' 48" East a distance of 0.23 feet; THENCE North 46° 06' 09" West a distance of 144.25 feet; THENCE North 03° 44' 47" West a distance of 73.30 feet; THENCE North 89° 59' 00" West a distance of 79.72 feet; THENCE South 25° 01' 13" West a distance of 105.03 feet; THENCE North 89° 51' 32" West a distance of 325.13 feet; THENCE North 83° 51' 42" West a distance of 487.44 feet; THENCE North 05° 41' 33" West a distance of 144.79 feet; THENCE North 22° 11' 31" West a distance of 483.55 feet; THENCE North 15° 29' 40" West a distance of 220.16 feet; THENCE North 00° 11' 12" East a distance of 415.63 feet; THENCE South 54° 47' 42" East a distance of 871.58 feet; THENCE South 67° 51' 42" East a distance of 101.38 feet; THENCE South 84° 58' 42" East a distance of 552.56 feet; THENCE South 76° 18' 42" East a distance of 150.63 feet; THENCE South 54° 57' 42" East a distance of 500.33 feet; THENCE South 00° 01' 10" West a distance of 438.93 feet to POINT OF BEGINNING 2, containing 1,397,882 square feet or 32.09 acres, more or less (±). Said described parcels contain 5,012,781 square feet or 115.08 acres, more or less. For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this Plat to be known as RUDOLPH FARM (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 this 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 street purposes and the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a duty to 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 City's 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 activities 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 condition 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 installation 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 liability 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. MAINTENANCE GUARANTEE: 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 Regulations, 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 limitation, 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 improvements 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 GUARANTEE: 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 construction 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 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. NOTICE OF OTHER DOCUMENTS : All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises 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, without limitation, the Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site. 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 Plat and other information discovered by me through reasonable inquiry and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney: _____________________________________ Address: _____________________________________ Registration No.: __________________________________ APPROVED AS TO FORM, CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____. ____________________________________________________ City Engineer DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES APPROVAL By the Director of Community Development and Neighborhood Services the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____. ____________________________________________________ Director of Community Development and Neighborhood Services NOTES AT THE REQUEST OF THE CITY OF FORT COLLINS: Notes as requested by the City of Fort Collins and listed hereon are being required as a condition of approval by the City of Fort Collins. The notes, as they appear hereon, were provided to Northern Engineering by the City of Fort Collins. ·There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource conserving equipment or landscaping that are allowed by Sections 12-120 - 12-122 of the City code. ·FLOOD ZONE DESIGNATION: According to FIRM Panel 08069C1003G for Larimer County, effective date 05/02/2012, this tract lies within a FEMA designated Area of Minimal Flood Hazard (Zone X) and Special Flood Hazard Areas (Zone AE). ·Portions of this property are in the FEMA-Designated Boxelder Creek floodplain, floodway, and erosion buffer and must comply with the safety regulations of Chapter 10 of City Municipal Code. LIENHOLDER: BY: ______________________________________ STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by ______________________ as __________________________ of _____________________________. Witness my hand and official seal My commission expires: ________________ _______________________________ Notary Public 1 CITY OF FORT COLLINS STATE OF COLORADOSITE INTERSTATE 25PROSPECT RD.TIMBERLINE RD.MULBERRY ST. HORSETOOTH RD. VICINITY MAP NORTH DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O N PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR Bill Mahar Norris Design 244 N. College Ave. #150 Fort Collins, CO 80524 Bryan Byler Pacific North Enterprises, LLC 900 Castleton Road, Suite 118 Castle Rock, CO 80109 Northern Engineering Services, Inc. Andy Reese 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 LAKE CANAL EASEMENT ACCEPTANCE BOXELDER SANITATION DISTRICT EASEMENT ACCEPTANCE EASEMENT ACCEPTANCE NEW CACHE RESERVOIR CO. EASEMENT ACCEPTANCE EAST LARIMER COUNTY WATER DISTRICT CITY OF GREELEY TEMPORARY EASEMENT VACATION ACCEPTANCE NOTES TO BE REMOVED PRIOR TO SURVEYOR FINALIZING SURVEY: A.This survey is a draft only. Monuments have not been set or upgraded. Monuments will be set and/or upgraded prior to finalizing and/or recording. “Set” corner information depicted hereon is for reference purposes only. B.A current title commitment will be provided to the surveyor prior to final submittal. C.Those areas labeled as "Dedicated by Separate Document" and "TBD" will be revised upon receipt of recorded document. LINE TABLE LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L11 L12 L10 L13 L15 L16 L14 L17 L18 L20 L21 L19 L22 L23 L24 L25 L26 L27 L28 L31 L29 L30 L32 L33 L34 L35 18.04' LENGTH 0.23' 144.25' 73.30' 79.72' 63.87' 105.03' 63.78' 14.31' 63.87' 13.97' 13.96' 61.04' 14.32' 14.14' 14.14' 16.09' 17.13' 38.28' 58.76' 14.88' 1.97' 1.72' 18.74' 494.35' 157.52' 142.04' 15.18' 71.36' 142.50' 147.85' 24.68' 9.81' 494.34' 157.06' BEARING N54° 53' 09"W N01° 13' 48"E N03° 44' 47"W N46° 06' 09"W N89° 59' 00"W S25° 01' 13"W S00° 25' 53"W N00° 25' 53"E N00° 25' 53"E S14° 20' 46"W S75° 39' 14"E S14° 23' 10"W S60° 06' 24"W S45° 00' 23"W N75° 36' 50"W S44° 59' 37"E N40° 44' 01"W N00° 00' 36"E S03° 45' 41"E S00° 00' 36"W S00° 00' 00"E N00° 00' 36"E N00° 00' 00"E S24° 05' 50"E S71° 03' 39"E S71° 15' 28"E S74° 39' 18"E S03° 45' 41"E S03° 44' 47"E S71° 15' 28"E S46° 06' 09"E N00° 01' 14"E N89° 59' 13"W S71° 03' 39"E S74° 39' 18"E L36 L37 L38 L39 L41 L43 L44 L45 L46 L47 L48 L49 11.56' 46.41' 46.05' 28.49' 111.41' 46.41' 46.05' 24.39' 111.41' 60.00' 60.00' 60.00' S00° 00' 36"W N13° 59' 06"E S40° 08' 39"E S73° 53' 33"E S40° 08' 39"E S73° 53' 33"E S38° 21' 03"E S38° 21' 03"E N00° 00' 00"E S89° 49' 10"E S00° 10' 50"W N89° 49' 10"W L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 16.22' 7.42' 100.68' 140.67' 16.22' 6.64' 100.68' 140.67' 66.20' 162.33' S09° 02' 52"E S52° 33' 55"E S84° 17' 32"E S89° 59' 24"E S09° 02' 52"E S52° 33' 55"E S84° 17' 32"E S89° 59' 24"E N89° 59' 24"W N76° 19' 17"W CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 DELTA 54°17'25" 22°31'28" 60°01'35" 89°59'51" 60°05'48" 60°00'00" 53°39'09" 60°01'35" 54°17'25" 22°31'28" 54°17'25" 22°31'28" 7°35'10" 60°05'48" 49°58'26" 46°27'57" 60°01'35" 35°32'31" 88°35'55" 42°38'49" 36°27'04" 23°34'31" 38°31'43" 28°24'52" 20°38'16" 25°49'41" 14°54'39" 45°06'56" 17°20'05" 42°45'43" 106°08'38" 49°08'28" 36°02'24" 10°32'52" 33°16'49" 28°24'52" 106°08'38" 49°08'28" 33°14'36" 90°00'00" 36°06'52" RADIUS 275.00' 450.00' 275.00' 275.00' 600.00' 600.00' 449.26' 313.50' 310.50' 414.50' 239.50' 485.50' 548.00' 642.00' 62.50' 642.00' 236.50' 205.00' 313.50' 369.26' 313.50' 313.50' 558.00' 100.00' 642.00' 642.00' 236.50' 236.50' 642.00' 642.00' 35.00' 165.00' 730.00' 729.23' 120.00' 60.00' 75.00' 125.00' 160.00' 15.00' 70.00' LENGTH 260.58' 176.91' 288.11' 431.96' 629.33' 628.32' 420.69' 328.44' 294.21' 162.95' 226.94' 190.86' 72.56' 673.38' 54.51' 520.65' 247.77' 127.17' 484.78' 274.85' 199.45' 128.99' 375.23' 49.59' 231.25' 289.40' 61.55' 186.22' 194.24' 479.15' 64.84' 141.52' 459.18' 134.25' 69.70' 29.76' 138.94' 107.21' 92.83' 23.56' 44.12' BEARING S26°42'49"E S42°35'48"E N30°00'48"E N44°59'55"W N30°03'30"E N30°06'24"E S37°20'17"E S30°00'48"W N26°42'49"W N42°35'48"W N26°42'49"W N42°35'48"W S56°18'48"W S30°03'30"W S63°20'16"E N23°20'22"E N30°00'48"E S56°07'18"E S44°17'57"E S42°50'32"E S18°13'32"W S48°14'20"W N19°22'15"E S14°12'26"E N36°15'12"E N13°01'14"E N07°27'20"E N37°28'07"E S08°40'38"W S38°43'32"W S24°39'27"W S53°09'32"W S55°45'29"E S49°49'28"W S45°13'43"W N14°12'26"W N24°39'27"E N53°09'32"E N45°12'36"E N45°11'37"E N04°04'20"W CHORD 250.94' 175.77' 275.11' 388.90' 600.88' 600.00' 405.49' 313.63' 283.33' 161.90' 218.54' 189.64' 72.50' 642.94' 52.80' 4951.54' 236.59' 125.14' 437.90' 268.55' 196.10' 128.09' 368.20' 49.09' 4930.93' 286.96' 61.37' 181.45' 193.50' 468.10' 55.96' 137.22' 451.65' 134.06' 68.73' 29.45' 119.91' 103.95' 91.54' 21.21' 43.40' CURVE TABLE CURVE C42 C43 C44 C45 C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 DELTA 17°56'29" 21°08'49" 2°00'45" 7°21'56" 5°22'27" 12°56'24" 5°51'31" 17°55'12" 20°08'27" 11°54'17" 11°54'17" 92°32'33" 0°19'02" 2°51'45" 2°51'45" 1°27'49" 78°25'14" 10°10'41" 1°14'31" 1°37'14" 7°59'29" 30°32'14" 53°43'41" 44°40'07" 30°50'02" 7°12'47" 33°44'55" 35°32'31" 9°57'40" 31°44'37" 33°44'55" 80°26'17" 43°31'03" 80°38'38" 13°32'03" 27°21'45" 5°41'52" 43°31'03" 31°43'37" 5°41'52" 13°40'07" RADIUS 225.00' 680.00' 365.00' 365.00' 918.65' 116.34' 968.65' 315.00' 730.00' 35.00' 65.00' 236.50' 5013.50' 1013.50' 1013.50' 2013.50' 313.50' 313.50' 1013.50' 1013.50' 558.00' 558.00' 454.26' 364.26' 70.00' 449.26' 155.00' 195.00' 72.50' 80.00' 145.00' 5.00' 145.00' 15.00' 642.00' 410.00' 405.00' 135.00' 400.00' 395.00' 495.00' LENGTH 70.46' 250.98' 12.82' 46.92' 86.17' 26.28' 99.04' 98.52' 256.61' 7.27' 13.51' 381.99' 27.77' 50.63' 50.63' 51.44' 429.09' 55.69' 21.97' 28.67' 77.83' 297.40' 425.97' 283.98' 37.67' 56.56' 91.30' 120.96' 12.60' 44.32' 85.41' 7.02' 110.13' 21.11' 151.65' 195.80' 40.28' 102.54' 221.50' 39.28' 118.09' BEARING N05°00'52"E N14°31'48"W N24°05'50"W N09°18'42"W N09°04'30"W N43°42'57"W S09°06'23"E S15°08'14"E S14°01'36"E S05°57'44"W S05°57'44"W N46°16'16"W S87°17'56"W S88°34'17"W S88°33'58"E S87°52'00"E S39°12'37"E S83°30'34"E S87°45'21"E S89°11'13"E S34°38'22"W S15°22'31"W S37°20'18"E S41°46'58"E S55°33'40"E S54°14'37"E S57°01'06"E S56°07'18"E S43°19'53"E S56°00'57"E S57°01'06"E S49°16'01"E S30°48'24"E S49°22'11"E S53°20'22"W S70°36'39"E S87°08'28"E S30°48'24"E S68°25'43"E S87°08'28"E N83°09'21"W CHORD 70.17' 249.56' 12.82' 46.89' 86.14' 26.22' 99.00' 98.12' 255.29' 7.26' 13.48' 341.80' 27.77' 50.63' 50.63' 51.43' 396.37' 55.62' 21.97' 28.66' 77.76' 293.89' 410.54' 276.84' 37.22' 56.52' 89.98' 119.03' 12.59' 43.76' 84.18' 6.46' 107.50' 19.41' 151.30' 193.95' 40.26' 100.09' 218.68' 39.27' 117.81' P R O S P E C T R I D G E D R . TRACT A OPEN SPACE TRACT B OPEN SPACE TRACT D OPEN SPACE LOT 9 LOT 12 TRACT N DE TRACT L DE LOT 13 TRACT M DE LOT 10 LOT 8 TRACT C OPEN SPACE TRACT I DE TRACT H DE TRACT J DE LOT 11 TRACT O DE TRACT F DE TRACT K DE TRACT G DE LOT 5 LOT 1 TRACT E DE LOT 2 LOT 3 LOT 4 LOT 6 LOT 7 CARRIAGE PKWYPRO S P E C T RI D G E D R.CARRIAGE PKWY.CAR RI A G E P K W Y. VI X E N D R I V E ADDITIONAL ROW TRA C T P UDA & E A E TRACT Q UDA&EAE SHEET 5 SHEET 3 SHEET 4 SHEET 6 SHEET 8SHEET 7 Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NORTH 2 CITY OF FORT COLLINS STATE OF COLORADOFor and on behalf of Northern Engineering Services, Inc. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 PRELIMINARY DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O N SHEET INDEX NORTH LAND USE TABLE PARCEL AREA PERCENT USE OWNED & MAINTAINED BY TRACT A 42,595 S.F.0.98 A.C.0.85%Open Space Property Owner TRACT B 42,419 S.F.0.97 A.C.0.85%Open Space Property Owner TRACT C 20,261 S.F.0.47 A.C.0.40%Open Space Property Owner TRACT D 91,452 S.F.2.10 A.C.1.82%Open Space Property Owner TRACT E 232,672 S.F.5.34 A.C.4.64%Drainage Easement Property Owner TRACT F 39,268 S.F.0.9 0 A.C.0.78%Property Owner TRACT G 15,177 S.F.0.35 A.C.0.30%Property Owner TRACT H 221,744 S.F.5.09 A.C.4.42%Property Owner TRACT I 11,145 S.F.0.26 A.C.0.22%Property Owner TRACT J 167,417 S.F.3.8 4 A.C.3.34%Property Owner TRACT K 23,293 S.F.0.53 A.C.0.46%Property Owner TRACT L 53,601 S.F.1.23 A.C.1.07%Property Owner TRACT M 68,238 S.F.1.57 A.C.1.36%Property Owner TRACT N 93,948 S.F.2.16 A.C.1.87%Property Owner TRACT O 18,250 S.F.0.42 A.C.0.36% Utility, Drainage, Access & Emergency Access Easement Property Owner TRACT P 109,762 S.F.2.52 A.C.2.19%Property Owner TRACT Q 76,758 S.F.1.76 A.C.1.53%Property Owner LOTS (13)3,313,930 S.F.76.08 A.C.66.11%Property Owner ROW 371,721 S.F.8.53 A.C.7.42%Public Right of Way City of Fort Collins TOTAL 5,012,781 S.F.115.08 A.C.100.00% Utility, Drainage, Access & Emergency Access Easement Drainage Easement Drainage Easement Drainage Easement Drainage Easement Drainage Easement Drainage Easement Drainage Easement Drainage Easement Drainage Easement Drainage Easement VI X E N D R I V E (7 1 ' P U B L I C R O W ) VI X E N D R I V E (7 1 ' P U B L I C R O W ) PRO S P E C T RI D G E D R.(77' P RI V A T E R O A D) TRACT C OPEN SPACE 20,261 sq. ft. 0.465 ac. (±) FOUND #4 REBAR w/RPC, ILLEGIBLE SOUTHEAST FRONTAGE RD.(PUBLIC ROW VARIES)N00°11'37"E 780.50'N22°40'37"E 26.16'N00°11'44"E 433.23'S89°38'43"E 2538.15'L7C1S 5 3 ° 5 1 ' 3 2 " E 2 9 3 . 5 6 ' N 5 3 ° 5 1 ' 3 2 " W 2 9 3 . 5 6 'L9C11LOT 12 542,454 sq. ft. 12.453 ac. (±) LOT 8 344,136 sq. ft. 7.900 ac. (±) TRACT A OPEN SPACE 42,595 sq. ft. 0.978 ac. (±) TRACT D OPEN SPACE 91,452 sq. ft. 2.099 ac. (±) TRACT B OPEN SPACE 42,419 sq. ft. 0.974 ac. (±)S00°21'13"W176.31'N89°48'16"W 240.89'176.98'241.38'S00°21'13"W176.27'N89°48'16"W 240.40' 518.75'176.27'S56° 0 9' 0 5" W 6 2 7. 2 3'65.03'S56° 0 9' 0 5" W 3 0 2. 2 0'79.98'186.15'715.47'71.00' POINT OF COMMENCEMENT 1 WEST 1 4 CORNER SECTION 15-T7N-R68W FOUND #6 REBAR w/ 31 4" ALUMINUM CAP LS 17483 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 10' UTILITY EASEMENT PER REC. NO. 20190065531 UE-306 REV2 CDOT ROW PARCEL RW-306 REV PER REC. NO. 20190065531 10' UTILITY EASEMENT PER REC. NO. 20190065531 UE-306 REV2 LOT 9 641,666 sq. ft. 14.731 ac. (±) TRACT H DE 221,744 sq. ft. 5.091 ac. (±) 229. 6 6'S28°35'18"W141.10'S43°57'35"W 95.78'53.41'S61° 5 2' 0 7 " W 1 9 7. 2 3' N89°48'23"W 53.74'S00°11'37"W555.77'S29°59 '59 "E821.65 ' 308. 6 2' S89°38'43"E 259.64' 815. 7 1' 88.9 5'42.37'13.87'50.00'OUTLOT B VIXEN DR.(53' PUBLIC ROW PERPER FOX GROVE )FOX GROVE SUBDIVISION SECOND FILING FOX GROVE SUBDIVISION LOT 1 LEE MLD NO. 04-S2309 38.5 '38.5 'INTERSTATE 25S00°11'44"W1339.87'5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 POINT OF BEGINNING 1 S89°38'43"E 105.08' (TIE) NORTH LINE OF THE SOUTHWEST QUARTER SECTION 15-T7N-R68W BASIS OF BEARINGS507.91' 60' TRAIL EASEMENT (SHADED AREA) 217.69' 100-YR BOXELDER FLOODWAY 35.5'35.5' TRACT I DE 11,145 sq. ft. 0.256 ac. (±) TRACT L DE 53,601 sq. ft. 1.231 ac. (±) LOT 9 641,666 sq. ft. 14.731 ac. (±) 9' UTILITY EASEMENT 100-YR BOXELDER FLOODPLAIN N 5 3 ° 5 1 ' 3 2 " W 2 9 3 . 5 6 'L8C950.00'TRACT P UDA&EAE 109,762 sq. ft. 2.520 ac. (±)N00°11'44"E103.82'50.00'N00°11'37"E675.22'N00°11'37"E675.22'N61° 3 5' 3 7" E 2 1 2. 7 8'C40 S89°48'23"E 31.94' C 39N28°35'18"E 144.36'C37C 38 C36L2340.00' L22 C24C31C 32 S28°35'18"W 144.36'C 35S61° 3 5' 3 7" W 202.6 7' 40' TRAIL EASEMENT (SHADED AREA) S89°48'23"E 36.74' TRAIL EASEMENT (SHADED AREA) EROSION CONTROL BUFFER 100-YR BOXELDER FLOODPLAIN 100-YR BOXELDER FLOODPLAIN SHEET 5 SHEET 3 SHEET 4 SHEET 6 SHEET 8SHEET 7 Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO NORTH SET 18" #4 REBAR w/1" BLUE PLASTIC CAP, PLS 38470 LEGEND BOUNDARY LINE PROPOSED RIGHT-OF-WAY PROPOSED EASEMENT LINE LOT LINE FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE FOUND SECTION CORNER AS DESCRIBED UTILITY EASEMENTUE DRAINAGE EASEMENTDE DRAINAGE & ACCESS EASEMENTDAE 3 CITY OF FORT COLLINS STATE OF COLORADOEXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY ACCESS EASEMENTAE MEASURED BEARING/DISTANCE(M) RECORDED BEARING/DISTANCE(R) RIGHT-OF-WAYROW SEE SHEET 5 For and on behalf of Northern Engineering Services, Inc. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 PRELIMINARY DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O N ORANGE PLASTIC CAPOPC RED PLASTIC CAPRPC COLORADO DEPT. OF TRANSPORTATIONCDOT LARIMER COUNTY ROADLCR CALCULATED POSITION ONLY SEE SHEET 4UTILITY, DRAINAGE, ACCESS & EMERGENCY ACCESS EASEMENTUDA&EAE SHEET INDEX NORTH C25VI X E N D R I V E (7 1 ' P U B L I C R O W ) PRO S P E C T RI D G E D R.(77' P RI V A T E R O A D)CARRIAGE PKWY(84' PUBLIC ROW)50.00'FOUND #4 REBAR w/OPC, ILLEGIBLE FOUND #4 REBAR w/OPC, LS 7839S89°38'43"E 2538.15'S00°05'39"W 1081.21'S 5 3 ° 5 1 ' 3 2 " E 2 9 3 . 5 6 'C2 S31°20 '04 "E440.17 'S31°20 '04 "E113.43 'C6N00°06'24"E484.74'N 5 3 ° 5 1 ' 3 2 " W 2 9 3 . 5 6 'N31°20 '04 "W 492 .48 'C1 2 C16N00°06'24"E 484.56'L11 S31°20 '04 "E 500 .70 ' L10 LOT 10 403,379 sq. ft. 9.260 ac. (±) LOT 13 300,635 sq. ft. 6.902 ac. (±) 1071.88'365.00'84.00' CENTER 1 4 CORNER SECTION 15-T7N-R68W FOUND #6 REBAR w/ 21 2" ALUMINUM CAP PLS 7839 KITCHELL SUBDIVISION9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENT LOT 9 641,666 sq. ft. 14.731 ac. (±) TRACT M DE 68,238 sq. ft. 1.567 ac. (±) TRACT N DE 93,948 sq. ft. 2.157 ac. (±) N5 9 ° 2 1 ' 2 2 " W 17 6 . 7 6 ' S71°04' 3 7 " W 136.51'263.64 ' S58° 3 9' 5 6" W 130. 5 9' S89°38'43"E 1072.16'228.84 ' N6 4 ° 0 3 ' 5 6 " W 18 6 . 9 0 ' N79°34'5 2 " W 265.37'C26OUTLOT E FOX GROVE SUBDIVISION OUTLOT E CARRIAGE PARKWAY(76' PUBLIC ROW PERFOX GROVE SUB.)FOX GROVE SUBDIVISION 42.0'42.0' 35.5'38.5 ' 35.5'38.5 ' N89°38'45"W 365.01'434.56'50.00'841.61'LOT 10 1000.00'415.51'C23C62S89°38'43"E 1072.16' C 34C6350.00'S00°06'24"W 434.92'VIXEN DR IVE (71 ' PUBL IC ROW ) TRACT L DE 53,601 sq. ft. 1.231 ac. (±) TRACT O DE 18,250 sq. ft. 0.419 ac. (±) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT N 5 3 ° 5 1 ' 3 2 " W 2 9 3 . 5 6 'C1097.02 '338.10 ' TRACT P UDA&EAE 109,762 sq. ft. 2.520 ac. (±) LOT 12 542,454 sq. ft. 12.453 ac. (±) LOT 13 300,635 sq. ft. 6.902 ac. (±) 9' UTILITY EASEMENT 100-YR BOXELDER FLOODPLAIN SHEET 5 SHEET 3 SHEET 4 SHEET 6 SHEET 8SHEET 7 Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 4 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 6 For and on behalf of Northern Engineering Services, Inc. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 PRELIMINARY DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O NSEE SHEET 3NORTH SET 18" #4 REBAR w/1" BLUE PLASTIC CAP, PLS 38470 LEGEND BOUNDARY LINE PROPOSED RIGHT-OF-WAY PROPOSED EASEMENT LINE LOT LINE FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE FOUND SECTION CORNER AS DESCRIBED UTILITY EASEMENTUE DRAINAGE EASEMENTDE DRAINAGE & ACCESS EASEMENTDAE EXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY ACCESS EASEMENTAE MEASURED BEARING/DISTANCE(M) RECORDED BEARING/DISTANCE(R) RIGHT-OF-WAYROW ORANGE PLASTIC CAPOPC RED PLASTIC CAPRPC COLORADO DEPT. OF TRANSPORTATIONCDOT LARIMER COUNTY ROADLCR CALCULATED POSITION ONLY UTILITY, DRAINAGE, ACCESS & EMERGENCY ACCESS EASEMENTUDA&EAE SHEET INDEX NORTH N89°59'24"W 60.00' TRACT E DE 232,672 sq. ft. 5.341 ac. (±) PRO S P E C T RI D G E D R.PROSPECT RIDGE DR.(77' PRIVATE RD.)CARRIAGE PKWY.(84' PUBLIC ROW)PRO S P E C T RI D G E D R.(77' P RI V A T E R O A D)SOUTHEASTFRONTAGE RD.40' WATERLINE EASEMENT TO THE CITY OF GREELEY REC. NO. 20070023829 75' TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20070023829 TO THE CITY OF GREELEY VACATED BY THIS PLAT N67 ° 5 2 ' 1 6 " W 88. 1 3 ' N 5 4 ° 4 8 ' 1 6 " W 9 0 0 . 7 3 'N00°11'37"E 780.50'N15°29'40"W 220.16 'N00°11'12"E 415.63'S 5 4 ° 4 7 ' 4 2 " E 8 7 1 . 5 8 ' S67 ° 5 1 ' 4 2 " E 101 . 3 8 'L20C5N00°00'00"E166.01'C3N60° 0 1' 3 5" E 1005. 5 8'N00°00'00"E203.46'C14L19C17N00°00'00"E 193.17'N60° 0 1' 3 5" E 9 6 0. 9 8' S60° 0 1' 3 5" W 9 5 9. 1 5'C8S00°00'00"E 138.86'S00°00'36"WN00°00'00"E 176.30'S00°00'00"E 230.63'L18LOT 1 296,274 sq. ft. 6.802 ac. (±) LOT 10 403,379 sq. ft. 9.260 ac. (±) LOT 8 344,136 sq. ft. 7.900 ac. (±) 5 8 3 . 5 7 '715.47'234.33' 22 2 . 9 3 ' 246.19' 5 8 3 . 8 5 ' 1 9 3 . 4 9 ' 94 . 2 4 ' 94 . 2 3 ' 109.71' 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT UTILITY, DRAINAGE, ACCESS & EMERGENCY ACCESS EASEMENT DEDICATED BY SEPARATE DOCUMENT REC. NO. _____TBD________ RIGHT-OF-WAY DEDICATED BY SEPARATE DOCUMENT REC. NO. _____TBD________ CDOT ROW PARCEL RW-304 PER REC. NO 20190065531 TRACT J DE 167,417 sq. ft. 3.843 ac. (±)157.19'N 5 4 ° 4 7 ' 4 2 " W 4 8 6 . 4 6 'S00°11'12"W275.30'S15°29'40"E 204.46 '73.43'S 5 4 ° 4 7 ' 4 2 " E 15 2 . 1 2 '85.67'10' UTILITY EASEMENT PER REC. NO. 20190065531 UE-304 REV2 S89°48'23"E 132.21' S6 2 ° 3 4 ' 3 9 " E 30 3 . 9 9 ' S53°32'56"E 69.12'C21S00°11'37"W555.77'C 22143. 4 4' 815. 7 1'C28N75°0 5 ' 2 1 " W 64.48'C30N72°39'19"W 35.69' N70 ° 4 8 ' 1 5 " W 510. 5 0 'C27C29N89°59'24"W 126.72'N00°00'36"E50.56'38.5 '38.5 ' C A C H E L A P O U D R E R E S E R V O I R C O . R E C . N O . 2 0 2 1 0 0 2 5 3 7 1 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 1538.83' N89°49'49"WN89°49'49"W 95.14' PUBLIC UTILITY EASEMENT REC. NO. 92081548 (U N P L A T T E D )N28°44'14"E50.10' (TIE)N00°09'57"E 60.62' (TIE) 75' TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20070023829 TO THE CITY OF GREELEY VACATED BY THIS PLAT SOUTH 1 16 CORNER SECTIONS 15/16 CALCULATED POSITION 50' IRRIGATION EASEMENT TO NEW CACHE RESERVOIR CO. 50' IRRIGATION EASEMENT TO NEW CACHE RESERVOIR CO. S 4 3 ° 3 3 ' 1 7 " E 8 1 . 9 9 ' 50' TRAIL EASEMENT (SHADED AREA) CALCULATED POSITION 40.97'TRAIL EASEMENT DEDICATED BY SEPARATE DOCUMENT RECEPTION NO. _____TBD____90.63'LOT 9 641,666 sq. ft. 14.731 ac. (±) TRACT H DE 221,744 sq. ft. 5.091 ac. (±) S84°58'42"E 552.5 6 ' N84°59'16"W 548. 8 2 ' 9' UTILITY EASEMENT 14.16' TRACT F DE 39,268 sq. ft. 0.901 ac. (±) TRACT P UDA&EAE 109,762 sq. ft. 2.520 ac. (±) TRACT P UDA&EAE 109,762 sq. ft. 2.520 ac. (±) TRACT Q UDA&EAE 76,758 sq. ft. 1.762 ac. (±)C44C43N03°57'23"W 161.94'C42N13°59'06"E 38.26'N00°11'37"E675.22'L37N22°07'45"W 29.11'C41N00°11'37"E675.22'S03°57'23"E 82.11'C50L2460' TRAIL EASEMENT 80.46'8 2 . 3 9 ' 10' UTILITY EASEMENT PER REC. NO. 20190065531 UE-306 REV2 7 2 . 2 3 ' TRAIL EASEMENT (SHADED AREA) TRAIL EASEMENT (SHADED AREA) 60' IRRIGATION EASEMENT32.29'158.20'TRACT K DE 22,423 sq. ft. 0.515 ac. (±) TRACT F DE C65 C20 102.39' 102.39' 102.39' N89°59'24"W 60.00'L3610' PUBLIC ACCESS EASEMENT 10' PUBLIC ACCESS EASEMENT C 6 6 L 3 8 C68 C 69 L39 L 4 1 C 7 1 L 4 3 C70 C 72 L44 C 18 L 4 5 C15 56 . 7 7 'L46CACHE LA POU D R E R E S E R V O I R C O . REC. NO. 202100 2 5 3 7 1 9' UTILITY EASEMENT CDOT ROW PARCEL RW-306 REV PER REC. NO. 20190065531 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 INTERSTATE 2530' UTILITY EASEMENT DEDICATED BY THIS PLAT S00°11'29"W1339.84'S00°11'44"W1339.87'TEMPORARY CONSTRUCTION EASEMENT EXPIRES 7/1/2023 REC. NO. 20220050053 S89°49'10"E 144.08' ELCO EASEMENT REC. NO. 20220050052 L47 L48L49 C73 L50 C74L 5 1 C77 L52 C7 8 L53 C75 L54C79L 5 5 C80 L56 C81 L57 C8 2L58 N89°49'10"W 400.91' SHEET 5 SHEET 3 SHEET 4 SHEET 6 SHEET 8SHEET 7 Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 5 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 7 For and on behalf of Northern Engineering Services, Inc. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 PRELIMINARY DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O NSEE SHEET 6SEE SHEET 3 NORTH SET 18" #4 REBAR w/1" BLUE PLASTIC CAP, PLS 38470 LEGEND BOUNDARY LINE PROPOSED RIGHT-OF-WAY PROPOSED EASEMENT LINE LOT LINE FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE FOUND SECTION CORNER AS DESCRIBED UTILITY EASEMENTUE DRAINAGE EASEMENTDE DRAINAGE & ACCESS EASEMENTDAE EXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY ACCESS EASEMENTAE MEASURED BEARING/DISTANCE(M) RECORDED BEARING/DISTANCE(R) RIGHT-OF-WAYROW ORANGE PLASTIC CAPOPC RED PLASTIC CAPRPC COLORADO DEPT. OF TRANSPORTATIONCDOT LARIMER COUNTY ROADLCR CALCULATED POSITION ONLY UTILITY, DRAINAGE, ACCESS & EMERGENCY ACCESS EASEMENTUDA&EAE SHEET INDEX NORTH C25N89°59'24"W 60.00' PRO S P E C T RI D G E D R.(77' P RI V A T E R O A D) CAR RI A G E P K W Y.(84' P U B LI C R O W)CARRIAGE PKWY.(84' PUBLIC ROW)FOUND #4 REBAR w/OPC, LS 34995 FOUND #4 REBAR w/OPC, LS 34995 FOUND #4 REBAR w/OPC, LS 34995 FOUND #4 REBAR NO CAP C76 S60° 0 6' 2 4" W 3 7 5. 8 4' N76°3 9 ' 5 8 " W 5 8 0 . 4 2 'S00°00'51"W 646.57'N76°1 9 ' 1 6 " W 1 6 3 . 8 5 ' S76°1 8 ' 4 2 " E 1 5 0 . 6 3 'S31°20 '04 "E440.17 'C5N60° 0 6' 2 4" E 105. 2 4' N60° 0 6' 2 4" E 343. 8 4'C6L13N31°20 '04 "W 492 .48 ' C13 L14 L12S60° 0 6' 2 4" W 2 9 7. 2 7'C14S31°20 '04 "E 500 .70 'L18LOT 10 403,379 sq. ft. 9.260 ac. (±) LOT 11 133,572 sq. ft. 3.066 ac. (±) LOT 13 300,635 sq. ft. 6.902 ac. (±) 101.59' 109.71' LOT 9 CS1/16 COR S15-T7N-R68W FOUND #6 REBAR W/2 1/2 " ALUM. CAP LS 34995 PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION LOT 3 LOT 3 PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION LOT 4 LOT 2 PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION 9' UTILITY EASEMENT 9' UTILITY EASEMENT RIGHT-OF-WAY DEDICATED BY SEPARATE DOCUMENT ________ TRACT M DE 68,238 sq. ft. 1.567 ac. (±) TRACT N DE 93,948 sq. ft. 2.157 ac. (±) S58° 3 9' 5 6" W 130. 5 9'228.84 ' N6 4 ° 0 3 ' 5 6 " W 18 6 . 9 0 ' N79°34'5 2 " W 265.37'189.60'C30N76°1 9 ' 1 7 " W 2 2 2 . 8 5 ' N89°59'24"W 126.72'N00°00'36"E50.56'572.88'73.69'38.5 '38.5 ' FOUND #4 REBAR w/OPC, LS 34995 N89°49'49"W 1011.60'S00°05'39"W250.08'415.51'CALCULATED POSITION 9' UTILITY EASEMENT DEDICATED BY SEPARATE DOCUMENT REC. NO. _____TBD________C62C 34VIXEN DR IVE (71 ' PUBL IC ROW ) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 103.30'9' UTILITY EASEMENT 338.10 ' TRACT P UDA&EAE 109,762 sq. ft. 2.520 ac. (±) TRACT N DE 93,948 sq. ft. 2.157 ac. (±) LOT 10 403,379 sq. ft. 9.260 ac. (±) TRACT K DE 22,423 sq. ft. 0.515 ac. (±)102.39' 102.39' 50' IRRIGATION EASEMENT TO NEW CACHE RESERVOIR CO. 75' TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20070023829 TO THE CITY OF GREELEY VACATED BY THIS PLAT 9' UTILITY EASEMENT PUBLIC ACCESS EASEMENT (WIDTH VARIES) L59 C 82L58 SHEET 5 SHEET 3 SHEET 4 SHEET 6 SHEET 8SHEET 7 PRO S P E C T RI D G E D R.(77' P RI V A T E R O A D) L11 9' UTILITY EASEMENT 97.02 ' Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 6 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 8 For and on behalf of Northern Engineering Services, Inc. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 PRELIMINARY DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O NSEE SHEET 5SEE SHEET 4 NORTH SET 18" #4 REBAR w/1" BLUE PLASTIC CAP, PLS 38470 LEGEND BOUNDARY LINE PROPOSED RIGHT-OF-WAY PROPOSED EASEMENT LINE LOT LINE FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE FOUND SECTION CORNER AS DESCRIBED UTILITY EASEMENTUE DRAINAGE EASEMENTDE DRAINAGE & ACCESS EASEMENTDAE EXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY ACCESS EASEMENTAE MEASURED BEARING/DISTANCE(M) RECORDED BEARING/DISTANCE(R) RIGHT-OF-WAYROW ORANGE PLASTIC CAPOPC RED PLASTIC CAPRPC COLORADO DEPT. OF TRANSPORTATIONCDOT LARIMER COUNTY ROADLCR CALCULATED POSITION ONLY UTILITY, DRAINAGE, ACCESS & EMERGENCY ACCESS EASEMENTUDA&EAE SHEET INDEX NORTH N89°59'24"W 60.00'50.75'PROSPECT RIDGE DR.(77' PRIVATE RD.)19.48' 35.18'44.54'CARRIAGE PKWY.(PUBLIC ROW VARIES)PROSPECT RIDGE DR. (PRIVATE ROAD) SW COR S15-T7N-R68W FOUND 2 1/2 " BRASS CAP IN CONCRETE 4-7-1997 LS 14823, RBD CAP HAS SINCE BECOME ILLEGIBLE PROSPECT RD. (LCR #44) (PUBLIC ROW VARIES) (PER REC. NO. 20190065531, REC. NO. 20190063654, ROAD BOOK R, PAGE 45-46 & BOOK 1717, PAGE 158) 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 VACATED BY SEPARATE DOCUMENT AFTER UTILITIES ARE RELOCATED N67 ° 5 2 ' 1 6 " W 88. 1 3 'L6N89°51'32"W 325.13' N83°51'42"W 4 8 7 . 4 4 'N05°41'33"W144.79'N22°11'31"W 483 .55 'N15°29'40"W 220.16 ' S67 ° 5 1 ' 4 2 " E 101 . 3 8 ' L2 L 3 L5 L4L20N89°59'51"W 362.71'C4N00°00'00"E203.46'N00°00'36"E336.62'N00°00'36"E269.55'L19C5 3 S00°00'36"W 43.73'N00°00'00"E 176.30'S00°00'00"E 230.63'C 1 9 N00°00'36"E 454.68'L 1 7N00°00'40"E 182.34'L18LOT 4 103,833 sq. ft. 2.384 ac. (±) 234.33' 246.19' 19 3 . 4 9 ' 6 1 . 5 9 ' 101.59' 17.37' 6 5 . 2 9 ' 109.71' 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT RIGHT-OF-WAY DEDICATED BY SEPARATE DOCUMENT REC. NO. _____TBD________ CDOT ROW PARCEL RW-300 PER REC. NO 20190065531 LOT 3 60,585 sq. ft. 1.391 ac. (±) LOT 2 63,565 sq. ft. 1.459 ac. (±) S83°51'42"E 14.31' S89°51'32"E 172.73'54.28'157.19'S89°51'32"E 172.62'S15°29'40"E 204.46 'S22°11'31"E 258 .41 'S3 7 ° 4 4 ' 1 7 "E 1 2 0 . 2 9 ' N67°4 8' 2 9 " E 53.71' C 33 S00°00'09"W 50.04'S00°00'09"W295.81'S84°58'42"E 266.21' S 5 4 ° 4 7 ' 4 2 " E 1 5 2 . 1 2 ' S67 ° 5 1 ' 4 2 " E 119 . 9 3 ' S89°59'24"E 56.66'S00°00'00"E335.83'85.67'162.87'444.31'N89°59'24"W 126.72'N00°00'36"E50.56'30' UTILITY EASEMENT TO CDOT PER REC. NO. 20190065531 42.0'42.0'44.5'44.5'FOUND CDOT #6 REBAR w/ 31 4" ALUMINUM CAP ROW MONUMENT POINT NO. 387 S89°59'24"E 1396.86'INTERSTATE 25S00°11'29"W1339.84'N89°59'22"W 50.76' 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 VACATED BY SEPARATE DOCUMENT AFTER UTILITIES ARE RELOCATED 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 VACATED BY SEPARATE DOCUMENT AFTER UTILITIES ARE RELOCATED (U N P L A T T E D ) 114,315 sq. ft. 2.624 ac. (±)N28°44'14"E50.10' (TIE)UNPLATTED UNPLATTED BOXELDER SANITATION DISTRICT 30' UTILITY EASEMENT DEDICATED BY THIS PLAT 50' IRRIGATION EASEMENT TO NEW CACHE RESERVOIR CO. 50' TRAIL EASEMENT (SHADED AREA) 50' TRAIL EASEMENT (SHADED AREA) 67.59' 10.37' L15 N89°59'50"W 158.02' S87°08'25"W 63.93' C 5 4 C 5 590.63'C5 8 C59 C 5 7 S87°08'06"E 58.41'C56 C60 L16S89°59'50"E 158.01' C 61 LOT 1 296,274 sq. ft. 6.802 ac. (±) TRACT E DE 232,672 sq. ft. 5.341 ac. (±) 30' UTILITY EASEMENT TO CDOT PER REC. NO. 20190065531 C 6 7 S22°11'31"E439.98 ' S84°58'42"E 552.5 6 ' N84°59'16"W 548. 8 2 ' TRACT F DE 39,268 sq. ft. 0.901 ac. (±)TRACT Q UDA&EAE 76,758 sq. ft. 1.762 ac. (±) TRACT Q UDA&EAE 76,758 sq. ft. 1.762 ac. (±)C47N05°41'33"W 145.24'N22°11'31"W 332.03 'C46C4524.49 '39.85' C44C43C50 L24C48C49329.29 ' TRAIL EASEMENT (SHADED AREA)C51S11°54'53"W105.92'C52S00°00'36"W160.25'54.28'172.73'0.76' L33L32 TRACT K DE 22,423 sq. ft. 0.515 ac. (±) TRACT F DE 39,268 sq. ft. 0.901 ac. (±) C65 L25 L26 L27 C64 L 3 0L28L29C20 L34 L31 L35 C7 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 VACATED BY SEPARATE DOCUMENT AFTER UTILITIES ARE RELOCATED L21 S89°59'24"E 60.00' N00°00'36"E 33.20' 26.83' S89°59'24"E 60.00' 102.39' 102.39' 102.39' 102.39' N89°59'24"W 60.00'L3610' DRAINAGE EASEMENT 10' DRAINAGE EASEMENT 10' PUBLIC ACCESS EASEMENT CACHE LA POU D R E R E S E R V O I R C O . REC. NO. 202100 2 5 3 7 1 C77 L52 C 78 L53 C80 L56 C 81 L57 L58 101.59' TRACT K DE 22,423 sq. ft. 0.515 ac. (±) C 82 5' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT VACATED BY SEPARATE UTILITIES ARE RELOCATED SHEET 5 SHEET 3 SHEET 4 SHEET 6 SHEET 8SHEET 7 Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 7 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 5 For and on behalf of Northern Engineering Services, Inc. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 PRELIMINARY DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O NSEE SHEET 8NORTH SET 18" #4 REBAR w/1" BLUE PLASTIC CAP, PLS 38470 LEGEND BOUNDARY LINE PROPOSED RIGHT-OF-WAY PROPOSED EASEMENT LINE LOT LINE FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE FOUND SECTION CORNER AS DESCRIBED UTILITY EASEMENTUE DRAINAGE EASEMENTDE DRAINAGE & ACCESS EASEMENTDAE EXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY ACCESS EASEMENTAE MEASURED BEARING/DISTANCE(M) RECORDED BEARING/DISTANCE(R) RIGHT-OF-WAYROW ORANGE PLASTIC CAPOPC RED PLASTIC CAPRPC COLORADO DEPT. OF TRANSPORTATIONCDOT LARIMER COUNTY ROADLCR CALCULATED POSITION ONLY UTILITY, DRAINAGE, ACCESS & EMERGENCY ACCESS EASEMENTUDA&EAE SHEET INDEX NORTH N89°59'24"W 60.00' 19.48' 35.18'S00°00'36"W 206.19'FOUND CDOT #6 REBAR w/ 31 4" ALUMINUM CAP ROW MONUMENT POINT NO. 382 FOUND #4 REBAR NO CAP POINT OF COMMENCEMENT 2 S1/4 COR S15-T7N-R68W FOUND 2.5" ALUMINUM CAP ON #6 REBAR IN MON. BOX PLS 28295, 1995 PROSPECT RD. (LCR #44) (PUBLIC ROW VARIES) S 5 4 ° 5 7 ' 4 2 " E 5 0 0 . 3 3 ' L1 N76°1 9 ' 1 6 " W 1 6 3 . 8 5 ' S76°1 8 ' 4 2 " E 1 5 0 . 6 3 ' S 5 4 ° 5 7 ' 4 2 " E 5 0 0 . 3 3 ' N89°59'24"W 615.25' L2 S00°01'10"W 438.93'L 3L4N00°00'36"E 454.68'L 1 7N00°00'40"E 182.34'N89°59'24"W 119.39' N89°59'24"W 342.92'L18N84°50'50"W 2 0 0 . 8 1 ' 6 1 . 5 9 '411.43'101.59' 17.37'27.50'6 5 . 2 9 ' 109.71' PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION PROSPECT MIDDLE/HIGH SCHOOL SUBDIVISION LOT 1 C A C H E L A P O U D R E R E S E R V O I R C O . R E C . N O . 2 0 2 1 0 0 2 5 3 7 1 ( U N P L A T T E D ) 9' UTILITY EASEMENT 15' UTILITY EASEMENT RIGHT-OF-WAY DEDICATED BY SEPARATE DOCUMENT ________ LOT 5 46,201 sq. ft. 1.061 ac. (±) N89°59'50"W 270.00'162.87'136.35'S08°00'21"W470.58'S00°00'36"W 15.00' 160.15'444.31'182.77' N76°1 9 ' 1 7 " W 2 2 2 . 8 5 ' N89°59'24"W 126.72'N00°00'36"E50.56'73.69'42.0' N89°59'24"W 635.26' FOUND #4 REBAR w/OPC, LS 34995 N00°06'54"E1332.46'63.81'N77°56' 2 1 " W 2 3 4 . 9 2 ' N89°59'22"W 50.76' 27.85' 122.7 8 ' 50' IRRIGATION EASEMENT TO LAKE CANAL DITCH COMPANY POINT OF BEGINNING 2 LOT 6 114,315 sq. ft. 2.624 ac. (±) LOT 7 258,697 sq. ft. 5.939 ac. (±) N00°01'10"E 30.00' 30' 30' UNPLATTEDUNPLATTEDUNPLATTEDUNPLATTEDUNPLATTED UTILITY EASEMENT TO BOXELDER SANITATION DISTRICT AND EAST LARIMER COUNTY WATER DISTRICT N89°59'24"W 89.58' S00°00'36"W 30.00' 350.58' N89°59'24"W 4' PUBLIC ACCESS EASEMENT CALCULATED POSITION 10.37' 6.03' TRACT G DE 15,177 sq. ft. 0.348 ac. (±) 25,110 sq. ft. 0.576 ac. (±) ADD'L PUBLIC ROW DEDICATED BY THIS PLAT TRACT K DE 22,423 sq. ft. 0.515 ac. (±) L 3 0L28L295' CITY OF FORT COLLINS PUBLIC UTILITY EASEMENT REC. NO. 92081548 VACATED BY SEPARATE DOCUMENT AFTER UTILITIES ARE RELOCATED S89°59'24"E 60.00' N00°00'36"E 33.20' 102.39' 102.39' ACCESS & EMERGENCY ACCESS EASEMENT 50' IRRIGATION EASEMENT TO NEW CACHE RESERVOIR CO. UTILITY EASEMENT UTILITY EASEMENT 75' TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20070023829 TO THE CITY OF GREELEY VACATED BY THIS PLAT PUBLIC ACCESS EASEMENT (WIDTH VARIES) L59 C82L58 SHEET 5 SHEET 3 SHEET 4 SHEET 6 SHEET 8SHEET 7 Sheet Of 8 SheetsRUDOLPH FARMNOTICE:According to Colorado law you must commence any legal action basedupon any defect in this survey within three years after you discover suchdefect. In no event may any action based upon any defect in this surveybe commenced more than ten years after the date of the certificate shownhereon. RUDOLPH FARM A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 8 CITY OF FORT COLLINS STATE OF COLORADOSEE SHEET 6 For and on behalf of Northern Engineering Services, Inc. Robert C. Tessely Colorado Registered Professional Land Surveyor No. 38470 PRELIMINARY DRAFT 2-22-23 PRELIMI N A R Y - N O T F O R C O N S T R U C T I O N , RECORD I N G P U R P O S E S O R I M P L E M E N T A T I O NSEE SHEET 7NORTH SET 18" #4 REBAR w/1" BLUE PLASTIC CAP, PLS 38470 LEGEND BOUNDARY LINE PROPOSED RIGHT-OF-WAY PROPOSED EASEMENT LINE LOT LINE FOUND PROPERTY CORNER AS DESCRIBED SECTION LINE FOUND SECTION CORNER AS DESCRIBED UTILITY EASEMENTUE DRAINAGE EASEMENTDE DRAINAGE & ACCESS EASEMENTDAE EXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY ACCESS EASEMENTAE MEASURED BEARING/DISTANCE(M) RECORDED BEARING/DISTANCE(R) RIGHT-OF-WAYROW ORANGE PLASTIC CAPOPC RED PLASTIC CAPRPC COLORADO DEPT. OF TRANSPORTATIONCDOT LARIMER COUNTY ROADLCR CALCULATED POSITION ONLY UTILITY, DRAINAGE, ACCESS & EMERGENCY ACCESS EASEMENTUDA&EAE SHEET INDEX NORTH