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
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Y
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T
F
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R
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O
N
S
T
R
U
C
T
I
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N
,
RECORD
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N
G
P
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R
P
O
S
E
S
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R
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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
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N
,
RECORD
I
N
G
P
U
R
P
O
S
E
S
O
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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
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C
O
N
S
T
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U
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I
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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
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RECORD
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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