HomeMy WebLinkAbout3.0 Final Plat� ..� i -rum— , an at tlori iev ,;. "cene-'c"d tU
L.I�e .'staC.c o l-_ .)'-,_dc-), u'- r reby c:ei tify that c";. -L C1CCI.LC '. 071"i 4o t'
C':C .. .. cis r c �e �'''`E'e ar. I clear of ,xin ' 1 Le.'i7 E
Y c,; ,..E C.L,.1 i 1-a 1 [:' I: C e1 C, t :a .`a1.° ._d I.`s.` ion
in ,`:u: t a tl. ?. ?:?:T . . ?i"1C:E' vi !.i' �'1F r _.�_C;CountV `%�" iv !:;ion
lot. ions Of 1
PA r e
I at
P, TFICCA
~} mss. bl-l.at. C�7 s Alex 3::C)r recn. r 3 in the Clft::.ce if Che C;_Ler' Recorder
of Corfield Cbu t y at o'clock Si,@
is duly 1:eoor-d`a in Boo aL 1'c'ge eco ,t ^n
C Q ..
rh ' C eC irder`
t
X17 o'..L `::.fit"'k. CI 'C�rl1 � `, andn ,t tine accuracy of y ulrveys y
Ca.! C: € € r d, E,. .. ' k c L:; g, I rS€ T L. l k e 1 7 2 r ; ) 1. j 1 I1CR 023
98- 9
n _fio1-ta County surveyor
J-, eYiiA£?t)i 'lL_ Cin C'o ?i� ei7` CE?'�I t 1! ?'cC1:: e��C1Iad
;s )t.C ',o
:uz-vej7or Llcen el CIi,_-1' rhae.. C�, tnlhc-�_It this
.) ca .. 1 K r' 7_ ECC aI'?C �frw .E t e >� c�:_ `iiL E -e Pinyon `ea}�, Subdi-
TIY:'t7 r ad our platted ande_C:cted ""at auclxa h<�1
Pia'- was mal de from cal; a Cc 31 -ate survey off said pbJ.�'rty bv me and unde -
.:IZ St f �, -. -L'n � _i aT }`.0 V:"U. t. .e _l o c at— -Lon :and d ..t"�[?en sions o.t
;per i i-oD c . x c- C
lots,, eaSczeit: and e 're eZs ot Said c tc:zvl L`I-1 �iS the rie are Staked
U=m the (�rC'un) n com ar,,r-.'^ 'xa • u.`1. ap .Lica le- regulations grlwern ng the
sz_bd _;LV i s i,or of lan,- L
in -' �ss 1 .'a ae: = s va y hand F'' .? � s eaL Uh s C1 c�v of
Nrx
F:.
ti 7
IN exec rr vor „157
sh
5M
T) O1"` C:C)C; �� `�1 T) l Civ�,� ' CERTIFICATE
? uL,h': C)4 C -)"Teed , v _ n `3Cir z Ca . £� l f' V C'c n,,,, 5 -loner' q or. i arf E: I C�
County, C IS7� <'C7z C�av or _ a ! D. , ��� Lor'
t .,j al"q 4, Lt. i L ." C1,n__i5: cii,d Rleco °?"der Cif- i•fart-?c.LC`-C.o nzi`,i and fo;: c a ey—
caI Ce to t' e l`,:G ll ltd% tai the lb.`L.a c: E C:t� iC at poi shown hereon, S'abj ec' - o,
G tr o � ;� ,y obligates Ga -field Co"uEnty for the
�r]�. �)rovisien _. G c_ �}�1��r_.�r<;.L �._ �� !�, _ y
i1d, lhC In x : ol�- c -,on t'R uC ?02; C :liilTa t:)� el e11�". a C ' a, s, Fublic ha'.gt]r ciys OT"
easements dedicabtcc], to the publ is exc, pt as Specificai!y agreed to by
the �'-oa rix of C'oa .inty l Jlllii':7 ssio'ie_rs and, fUr, thea• r that Sad E d approval
Shall in no u3av ob.—JI—gate Ccow t`�, coil-qp. s l er rs for -the
construction, repaiiri.nq or ma.].ntenance- of plobli'c A?ighviav _
C ha riT in
v�: I. eS II"ty ('1 1 3. aI Sec,i. elft the C:)>unty off Qirf eld.
1
_fittest-
`o illy C if'r
F.
-'~ '. T
TAIII L OF' AC,PE—AG .S
L_0/S
19 0,
3 7
AC
c/
R ADS
f .
04
A C-3.
�
IOTA_
1,197.
41
ACS,
PLAT NOTE
1" L.IhC 1 noIei e i £ cC unoelt ',cif'?S a :;( LV.'t l e l SE?41aSjcU' 1S d L
S✓SL F(lS ii;L' rC?CJ L. L"" ? E7 is e.y1dE<]l. 1c2. :;01"] i r
l
2 3-, :I,`, RECOMMENDS THAT Ai_L RESDEN7 LAL
CCNS .RU)lfION B6 -A.; i€ACCORDANCE WITH STATE
TJk_D RE GLADENIE5V :7ivY
MH
t?r_DTC73T 1
KNIM BY AL MEN '.i.'1f SE PidFsEWS
`plica tale undersigned CarLx.)nda,1e Land Dove C:mint CCJ coration, 1k COLO-
r:ac'lo or xox:ator), ic the ,net of mat real prorty situated in 7]e
County of Carfieldl, State of 0:.)I >rado, a,'hd beinq a zrt of Sections 11
an,d 14, lownshilp / Sou .`h, RanQe 8B West off the 66-11 Principal Meri.d _an
as shown on the accomi) ny7nq plat, said real prOj-mrty 1-.-ing mare
particularly as follows;
A parcel. of l.a?'hCl located, l.n SukC'tiOfnS ?1 and [�, `R)w;nship 7, Range 8 }h`
of the 0th Principal Meridian, being r(ore ert c'ularly clew:Jbed as
follows
L3('gir ing at the Mcon-ler of said Se tJLon 14, also being the , 5i corner
of said Section 11$ t_ -°e TRUE X)INS OF EIEGINNING, the€.ce N 89'56103"
,lona the Ix:Ludary of a 1parcel of lard described in Sook 532, Page 661
of the Garfield Count records, 570.00 feet; thence N, 45'06'-9" tv along
said '.�7un-clar`� 622,80 feet ; thence N 00,'10'01" W alo ng Said bnuundar'�
45.24 .feet. to a point o, i -he rorth line of !-)t 7, said Section 11,
also bei.nq the north line of the S 1/2 of the sw 1/4 of said Section
? 1 , thence lean izhcE said t_>outdary, N 69'46'54" L alOnq said s-KDrth line
of the S 1/2 of the SW €/4 of said Section '11, 1753.34 feet to tte IN'
corner o:L a k _rcel Of landdescribed in Book 60,8 at Page 496 of the
Garfield C;lC€a:%y Y.'P_Ct:,rClS� thence S 00'11120" W cs1OnC1 C1ie west l; ne of
said parcel described in said Doak 668 at Page 496, 1289e92 feet to a
point an the south line of said Section 11, also being the north line
of said Secti.on 14, thence N 8.9'56'03" 'E' along said north line Section
14, 1157.01 feel, to the R, 1/4 corner of said Sect -.ion i4, thence
S 89'29'3iJ" E along Said north line of said Section 114 and along the
c i
csouth1=.!'e C3.S the Upper Cattle Creea'r. SLllAi<':€.S:koii as. reC°c?rt�e,'1 1n tule
Garfield Cour]+_v records, 1323.33 feet to the NSM corner of elle E 1/2 �,PE
1/4, said Section 14, thence S 00'26'52" W along the west line of said
E 1/2 �, 1/4, 2'137<68 feet to a T-oi.nt on the r-Karth bc)uhdary of a parcel
oL .land described in Bok 403 at Page 567 of the Garfield County
reL.vrC,S, thence along said koundary descrlbe_d i Saaid A1C 403 at Pagel
567, ti -.e foLtowing ten (10) C:DUrSeS al -id dlist'.ances;
1 ) NZ 40'00'00" W 55. 10 feet, thehhce
2) 93.52 feet alor E th � x c of a Curve to the right, 1 aviliq a radius
of 428,6E .feet;; a c°:htral �xngie of 12`29'58°`, arid, subtendi.ng a
chord bearing N n.3°45'00" W 93.33 feet; thence
3'' 1 , 24 feet along the arc of a curve to tt,e `left, having a radius of
f '
148 e 45 feet , a c°entra.1 anale of 27'2914,;11F and subtending a chord
lhearinq N 41'14'52" is 70x56 feet? thence
4' N 54°59'44" Irl 96..34 feet; thence
5) 88.41 feet along the arc of a, cure to the rigiht, havinr-i a radi Us
of 197.49 feet, , a central angle of 25"18158", and subtend ig�-, a
c1hord sae ar:lnc; N 42'1011311 vhf 87,67 feet; thence
6r 1.; 29'20`44" W 182.90 feet; thence
/j -,5a20 `eet allong the arc of a curve to the'r�.c�;.i'.t, t.ciS�...7
.xCt a raCi].U`.a"
o
f 234.24 feet., a 'celtreJ angle of 18'23641", and subteilo rrl a
chc:rd bearing N 20'08'55" :=1 74,88 feet; thence
8) N 79'21W" W 498,05 :_`eat; t-'er]ce
9 i S(''� 610 50'� `30" 732.29 feet i thence
El: ) S 61 09 E42)' E 1 433 35 �eei, to G, �:oin- on the vdes _ .,.ine o t::x"".. E 1/2
Sr 1/4 of said Section 14; tihelhce.
.d_ee".V7.ilCI `zai- L-oliihdcar.v Sa'G! IJa'"C:e.:. �leSCr'L'cd i�I Said ?IC 403 at Page
567 of he Garfield Cctl t recordsS 01 °Ou'04" E alornca Waic3 west .1 r,
of the E 1/2 SE 1/4 of said Section 14, 496,23 feet to a Doint on the
north right--of-gray line of a county road-, thence along said north
right---oaf--way the fo.11owir�g fifteen (1.5) courses arrr7 distances:
1) 2E 37'56'37" W 149,48 feet; thence
2) 20;9,34 feet alarm the ale of curve to t,e le-f'rh�virr a ra, hu of
6 '
730,00 fee'',, central ailCli,e Of 1!: LS'206`, and a. c.:oi'-::i
bearing N '-.)1'49'4'7 w 208.62 feet, thence
3 1\' 60'02142" i.' 2.78,6` f=eet; thence
4 i 204.64 feet al, -,)ng the arc of a curve to the left having a radius of
a
1250.00 feet , a central angle az 09 € 8' 7 9`° , and Sukatendine- a chard
bearing N 64°41'52" W 204.41 feet, thence
5) N 69°21 102." 14 232¢34 feet, thence
6) 228,71 t-eet along tine arc of: a curve to the right having a radius
of 720.00 feet, a central. angle of 18°12100", and subtending a
chord bearina N 630'15'02" W 227.75 feet, thence
7) N 5?'09'02" r7 234,6€ f=eet; thence
8) 154020 feet alone the arc of a curve to the left ;having a radius of
1065.00 feet, a central anile of 08'17'45", and subtending a cord
bearing N 55°17'54" W 154,07 feet; thence
9) N 59-26T46' W 77.41 f eel ; thence -
10) 142,67 feet along the are of a curve to the right having a radius
of 6701.00 feet, a central angle of 12'12'02", and subtending a
chard beari?hc7 N 53'20'46" W 142.40 feet, thence
11) N 47'14645" W 154.85 feet, ,hence
121 399.96 feet a -.long the arc of a cul -,,e to the left haven i a radius ox.
9030,00 feet, a central angle of 02'32616 , and subtending a chard
bearing N 48'30'53" W 399.93 feet, thence
13) N 49.47'0[` W 231.99 feet; thence
14 ) 242.53 feet along the arc of a curve to the ricrht hay.inq a radius
0, 1270.00 teet, a central angle of 10'56'30"{ ��ci subtohndir� a
chard bearing N 44'18`45" F1 242.16 feet; thence
15) N 38°50`30" W 394,36 feet to a �,coint on the west line of a unreel
k 422 ar to e 130' of the Garfield County records;
described l.n F g
thence leaving said north right-of-wav of a county road and following
the boundary of said parcel of lard recorded in said took 422 at Page
130, the following three (3) courses=
1) N 00'03'30" W 475.53 feet, thence
2) N 63'39`04" W 956.36 feet; thence
3) S 00°031306, E 504,05 feet to a point on said ,aorta right-of-way of
a county road,
thence Leaving said boundary of said parcel recorded in said )k 422
at Page 130, and following said m th right-of-way the following, seven
(7) courses
1) N 56'30'55" W 57805 feet; thence
2) 129,00 feet along the arc of a curve to the right having a radius
of 470,00 feet, a central angle of 15®43632", and subtending a
chord bearing N 48°39'09" W 328,59 feet; thence
3) N 40°47'23" W 136.20 feet, Chemed
4) 163.25 feet along the are of a curve to the left hav i nc3 a rad 4 nS of
272,00 feet, a central angle of 34'23'20", and subtending a chord
bearing_ N 57°59103" W 160,81 feet; thence
5) N 75'10'43- W 1131,17 feet; thence
6) 219.90 feet along the arc of a curve to the ,right having a radius
of 470,00 feet, a central ,riche of 2€'48'28", and subtending a
chord nearing N 61°46'29" W 217.90 feet,
"1) N 48'22'15" W 167.86 feet to a mint on the ~hest: line of said
Section 14; thence
leaving said north right-of-way of oaunty road N 00'03130" W ,.Long said
gest Line of said Section 14, 308.56 feet to said W comber Section 14,
the 7.`RUE. ;-rIl�tT OF BEGiNNING.
Said ;parcel mntailns 797,47 acres more or less.
DESCRIMON
gym.
TERRY
4EAN
REVISIONS
0
0
DATE I BY JCHK
tCXX E -'t 'ler i^-?itt� a ?�`}F"S"•'E-_'.;.CI-i S4 Ve ea,, c,,Mei] to -),waxer o` lot S and 9 2C3''
cacce83 a(A dr.ive`rla' over and across '>',a?t'':'S i.c:ne aS extE-r)°C!'k]
from the easterly undaz-y line o> i -'-e kp'.a to a)ui? . rid 112, sc d
easement being 60 feet in iR,'3.dt.n, and Situatec 30 feet on eacl-, .gide o.
=xhe following' described center'.:I.ne of a ;CL?c3.d as buil t. and in p.lace m
Beck nni, 3 at- a -point whence Une NSF: corne,. of said Section 14 bear:
N 49°55' 13" 1 64£34.47 feet, thence 146.94 Feet along the arc of a curve
to the riWjlht having, a radius of 986,00 feet, a central angle of
08'32°3L� eh :9" subtending a c�:xcard I:� _,
ari05°37'01" E 146x00 feet.,
a s ..un.ng N,
tlhence 104.47 Leet along I:the arc of a -h.lrve to the right hay. inn a
radius ca:`: 973,00 feet, a central anGale of 06°09107:', and sub endinc; a
cznrd bearing IC' 13'35'05" r; 104,42 feet, thence N 16°39'33" E 140.13
feet; thence 110.12 feet along the arc of c �+curve to the left. having a
radrt.:S of '16'75.00 Leet, a cent;ra�l. anile Of 0,3'46'01" a:?;: Sli7tei-Aini� a
chord bearincl N 14°46137" E 110„10 Beet, thence N 12553#36" E 79525
feet; thence 118.63 'Feet along the arc of a cul -,re to the left having a
radius of 265.00 feet, a central artgie of 275°38157, arid subtending a
chord bearing 14 W'04'10" r 117>64 feet; thence 99.46 f=eet along the
arc of a curve to t}'he riQh', having a radius of 368,00 Leet, a central
anile e of 15 29'06", and subtend iDg a chord bearing N 05'00'44" W 9M16
16
feet. thence N€ 02'4.3'27" E 44A7; thence 99.55 feet along the arc of a
curve to the left having a radius of 624,00 feet, a centra' angle of
09°08'28", and subteriding a chord bcrarincl N 0195062:7" W 99.45 feet;
thence N 06°24'39°` W 140.98 feet; thence 118.81 feet along the arc of of
curve to the right haviY,g a radius of 403.00 feet, a central angle of
16'7:132", a -A subtending c o'hord !-_-earjing N 02a02`08" 1`; 118-39 feet,
~:fence 114.67 feet-. along tL°]e arc of a cu? Ve ya r13e left L�, .vin u far i i.s
of 13C).0t( feet; a central angle of 48'18'411", .and subtending a chord
- a -',-/'49'49"
i <!
a
r. 6{ -
i 1 F Q "}
be'ari.�q iv �� 40 16 �' E11a�31 -u._W thence N= ",. .., .9 feet,
-
thence 94,96 feet ,land the arc of a curve to the left }saving a radius
of 452.00 feet, a central ,acid of 71'17117" a subtending a chord
bear_'1.i?.1, N 43'28127" ih` 94.B1 feet, thence N 69'01104" W 1/1".570 feet
thence N ;78'34'09" W 153,87 feet; T'.herce 146."i6 Leet alonq thea arc,off a
curve to ttie right having a radii'=s of 3347.16 feet, a central angle of
02'30144", ar?-_� subte d Lnq a chor-3 beariina, N 56'341051' 1rr: 1461 75 feet,-
thence
eet,~Bence 80.08 -feet alono the arc of a cove tQ the left. having a radius
of 1046.78 feet, a central f 3 11 j.` e of 04'22'59", and su-btendi ii"Lf a chord
ear'.ing N
47'30'49` W 8M6 teat. ; thence `' 49'35 1 22" W 4? a 14 t.eet ,
thence 128.00 aloin, the arc of a curve to the right hay.ilhg a rad -fuss of
217.55, a ocei,tra:r arnaq.1e oz: 3°42'3?",. ail sur)tend nr a chord bear.ianq
N 32'51'06" 1r; 126 16 feet; thence N 15°59146" W 107,27 feet-, thence
€01.25 feet a;
a
71 IU003,9'00 �E 20.00 1 N AL PLAT 6URVE, 00- TA RADIUS rA NGEN T -AeG- TH CHOW 86-ARING CHORD 130 9" 39'56 179. 98 15. e22 6,40 36 N5705611011w 30-33
11VE BEARIN6 Dj STA MCE 72 IV79'21 '00 ON 450. 00
I Af4O 0 00 '00 I'M 1515, J 0 -VIr-, ION 219 ET 8 11 4219,66 46,94 93. 5,11? N33" 45'00 "A' 193-33 31 36018,26, 17,9,98 52 51 IRO33 Nal 11 55 RJ "N J16. 10
2 27a29'4,5` 148, 45 36 . 1-32 71.24 N41"14 '5�'2`W 70, 56 32 11*39'42" 290..99 29. 721 115,91, 23 520"44'04"E 519, Jp
S 6 4
7� I
I ? sj 0 * 1319 * 00 'IN 90,00 C,
YUN F
2 N64"567'44 "W 74 S79`21'00'�E 20, 00 DEAKID 1_3 3 2190 38,58 J97� 49 44 � 676 88,41 N42`10'130W 87,67 33 26" 21 '41 m 290 � 99 68_15 133, 88 S 1`43 '22"E 130,70
3 N99,v" PO '44 `W 1812, 90 1-1 01115111211N 9J,03
10 11,-:19 '00 "N 85,33 4 J6`&?3'41` 2S4,24 37,93 75 � 20 /V90 Q 08 155 "AV 74,68 34 _12 24 '33 " P34, R,$ 46�40 91,61
4 N,37056'37"At 1,49, 48 76' 812" 41 '47 ",kV 205� 10 5 16a25'50'. 730,00 105. 3.9 209. 34 IV51 Q,49'47 "N 206,62 35 17'159'30� 3R3,60 51,18 1017"512 IV36*34'16"E 109�JO
5 /V80 r OR '42 �W 2 78,
_e
ED TA/
99,49 A OF L A ND L 0 CA SEC TIONS 11 A NE) 14
6 91, 18 1 19 11 JR60 � 00 102,54 204o64 M64 " 41 '59 " W 204,4J 36 3"37'20 437. 29 13, 63 R, 7 � 65 M25"465 '19 `E 27�54
'02 " N. A -S-2, �,54 /8 353057'43"'Av 50,00 7 18`12'00 ` 720,00 115,33 2P8 � 71 Also "1 15 1 OR "All 2P7. 75 37 22"30'34" 14-4.15 2 a 69 56, 6S M 21,33 11 11 w 56.27
L 85 WE 5 7� 'T 1 P. M. - W "W 154� 07 IV42 0 48',PO `E 39,58
7 A15J*0S?'0,2`W '111M?4� 61 - - 0 /4//v'5 1 I'J Ti L7 8 81� 17'45 " 106-17-00 77,23 154, 20 fV55 " 17 '5 38 68"12 '45' 35,29 23.90 -10
M59 0 25' ' 46 " W 77 41 7,57 SW002'17"E 50�00 7 T P 7 S PAN' _- 5
,30 /0565"� 57'43 `E 150,00 9 2 a 12 1 0�'? 11 670. 00 71,61 142. 67 M17,5" 20 '48 " N 142, 40 39 31 a 42-35 is, .06 25.86 570 � 40 5'670J4'0,2`E 49a76
9, 1V47*.f4',45`6'$ 154, r95, 61 M360 02'J 7 'IN 50,00 10 2`32'16" 9030,00 200,Oj 399.96 WWI 1130 1153 'IN 399, 93 40 R31144 130 11 C-4.95 58 22 94,93 AW6`45'16�F 86_710
-10 6?2 NOCM 00'00"E 46,07 G; A P F I/ E 7 L? OPA L_)0
11 J0`156'30' 1270,00 J21.64 ZUIR, 5-3 N44 " 18 '45 "N R42,16 41 4J " 3V -19 64, 915 24,63 47, 09 /V 4006'52"E 46,06
ji N1980 50 so 'IN 394-26 83 <570,9 5.15 '5 4 ",V 140, 04- 12 15" 43'_32 " 470,00 64.91 12_9� 00 N48"`39'09`M. 1 519 4iP 29 "41 '59 565,, 61 249;97 2,93.19 N31 11� 99 159 "w 269,99
12 N561130 155 "N 57, 05 84 N60 04 ` 06 "N' e5 7. sa 13 34*23'20 " 272.00 84_17 163, 05- N5 7 " 59 '0 3 �'M 160,84 43 4130 45 '51 123- IR 55,80 10 4 � 1-119 N2I Ili 58 1 00 'IN 10 1 , 5115
13 N40"47'23'W 1 13151, 2 0 915 N29 55 5 41 11 E__ 11,60.86 14 26* 48'Pi? " 4170,00 '1 11?_ 00 219�90 N61 " 4 6 '29 " -Y 217,90 44 J9`56 �PO 3,15,00 55,37 109, 6P ?\4,131109'59 'IN J09,07
14 N76QJ0'43`W 181_17 15 21a56'413' 71, 22 13.83 27,32 52 7" 4 6 '22 'AV V7. 15 4,557 3-4"03'11 304, 9_9 90 , '50 175. 94 S,88`34'20 OE 173,5,1
15 IV46-P 22 '15 ON 16 7, 565" 16 6034'34" 407,29 23,40 4875 S20004'17"W 46,72 46 67" 59'33 " 60,00 40.46 71.20 S380 02',158 `E 6710
J6 N OQ03'30�W 308. 516 17 7020'18" 3315.00 21, 48 42.91 S88"36',4P`E 4P.88 47 45"11 '10 " J 72� 47 71, 77 136, 01 S26"38'40 "E 132, 52
J7 516"4660"W 7 84 18 60"33'04" J70,00 99,24 179, 66 A'517*24'37"E -471.41 48 5"15'57" 470,00 25, 78 51,40 S46006'27"E 51.37
.18 N87" 41 '09 `E 6, 5 1 -0 a-
9
19 N270 08'04 `E 1.118, (W 6 IM00;125, 77 M58a27'52"E 119.519 4-P 5 "1 0 0 12P 470,00 PO 51-5 41 . 07 S40028'07"E 41 . 019
20 5 6110F�17"E 74 20 54"10'04" 154, 9,P 79. 22 146.46 S63p 07'19 `E J.411 07 50 42"35'48" 160,00 62 38 118-95 S59` 1,5'50 `E 116.23
21 S47" 50 '09 `E 10,4, 4_65' 21 11 1�'47'52 480�00 49.59 98,84 S 4 1 " 56 � 13 'E 1.98 66, 51 1302,1'49" 395,00 46,27 19R, Is 6731'_52 '4--9`E 91,92
22 S21053,0911c_ '16, J41 22 10 11 50 '17 265, 00 25.14 150, 13 S4? " R-17'00 `E 150.05 52, 7"46 '34' 3625, 00 24,61 49, ° 54 57V05'JP`E- 49.50
23 NR9*28'28"N 40,00 23 1261,12713-0 11 50, 00 98,11 110,36 S 8`12'25"E 89,28 53 80Q-1113511 �?9, 38 04, 74 41, 1S 3 3057'P34E 37,65
24 M570,59'45- `E 146, 42 24 71 ",22 '10" 50,00 135,91 82.P6 N8901.a '3,5 " W 1158,33 54 3"58'12" 187-9.84 58,20 116-98 5-58007'31N J16. 36
25 M70*33'36 `E 90,14 215 6 7" 41 '25 " 50. 00 48.02 176,52 N 6P 45'48 `W 69.27 55 1_`1151126 1 A42 11 158, 56 36, OR 70, 91-V 527'23'31 "M 70.27
26 N86"50'24"E 1861. 61 26 89"49'13" 50. .38 N370 4.1 '40 V 70,60 56 07",26'25 " 1,519, 58 38, 96 78. 43 5 01162''13"N 75, 70
27 559*59'27"N' 194,4J 27 46'01 '21 " 50 .27 41.91 x'31"1`, ' 7 `E 40,69 57 49"17'21" 990» 56 45,6117 85.87 JV15"27'67"FE 83. 05
28 N16`47'26"E .1 a _1`7, �? 0 26 68 Q 08 151 11 50, 00 33,52 560.47 X189g 18'43 `E 156,03 58 3158 ` 12 " 173S, 64 60-29 120� 1-74 M381107'31 `6- 1,20 , 52
29 N36*15013011w 3 7, 719 29 600.16'12" 50, 00 42,15 70,05 sl 6`1 Re 146°'x` 64.465 9 170 13'51 " 819, S& 13,54 26,88 MR70 31 '29 "E 26,76
30 S26" 33'55 `'E 6(7 , 09 so 6,P"57'44" 89,38 54.7-31 96,212 M10113411911w 93. 36-
31 N44 - 03 "(PW 43,53 P&C61 10"45',54j' 305, . 74 57.30 1V7,P1'34',5J 'IN 57. a2
62 13`2j '49 `"455,00 Iffs, 30 106,12 N73"5,?'49`# JO_ff. Ha
W N44"03'10"M 4 5 19 �7, 42 8 3,317 63 42g3,15'48" 100, oz, Se. 919 74,35 N59011515011w 72,84
31? 1 S
34 M76v54'40`C- 37. 69 X z 64 1.111 16 11 5170,00 51? . so 104.27 A443" 36'05 "N 104410
35 571"22'470E 1J7. 10 65z 160, 91,: 1.1,2, 47 15,06 32,90 N4.1"06'39"W 31,60
66 28`56'01� 112,47 29, 04D 56, 79 Niel, 1U 102 'IN 56,1
7- N "07'"lip
9
36 M460PI '00 ON JR6, , 1 41 67 67`59'33 `" 120,00 80,93 -1-42.40 M3&,;2,5.e,�,, w .1 3 a nq
33E6W 78 X16
68 331, 03 , 1qf � 364,99 108,30 2.10_5E M88"' 34 %?0 "N 207.65
86-54 69 26036'46� IM00 37,84 74,32 M51 ® 18'40 "M 749 . 6_5
3,19 57PQ02'44"E 306,47 Cf DC WEL 70 110410'36" 30, 00 4R, 99 57,659 N 9q31'47`W 49, _20
40 549014'15'E 60�74
71 4.f000 1 R19 11 103. 70 36 � 7a 74,22 A180 0 34 'V 0 "
41 S37*57'56 `E 53, 14 72 21"54'44" 2R& 26 44, 1,9 87,30 N49008'44"W B& 77
49 ,x37**
" -33 '44 `E 43, 29
43
567011 '55 `E Of -1 . 37o 73 43"09'31" 27.87 1 J. 01p 21,00 N16034'36'N 20, SO
I A) 74 344, 9 Re 38 11 13907 43,15 83,68 IVIR'l 4'09- "N 62, 4e-'-'
44 S44`03'J0'*E 91, 81 9 75 341, 28 3s " 79� 07 24e 53 47, 5-8 512"14 '09"E 46,86
45 5-36"06'2 "W R40 _'17 76 43009 '31" 87,87 34.76 66,19 S16034'36"E 64,64
46 A06008`25"E ?40,27 77 21054'44" 288.28 5581 J,f 0. R5 S49"06'44`E .10958
47 N44"03'10"A' 1640 78 -0*00'28' 163, 70 61.22 .117,17 980`34'20�E J.1 4 . 88
48 N6Z', 0 1.1 1155 11 w 91.37
49 M80*33'440M 4 , 2P
L 80
V 10"26'21 263,60 24,16 48_18 540019'91"W 48,1J
50 I3 5 7 'S 6 " N 8 3 1 At 0 T 9 79 23003'46" 12W,98 P4,48 48.,29 .98.9Q 3P'41 `E 47-97
51 N49" 14'15 "W 490 74 J961 J10*1013V 90,00 128,96 173,06 S 9`31'47"E 147. 61
N `02' " 306, 47 52
13, 11 A CS, Be? 41 "28'56 100,00 37,87 72, 40 55431159'36"E 70s83 7244 M
83 19-*56',?0` ?55 00 44,82 65, 74 Sf3'109'59`E so. 29
53 S740-54'05 `W 100. 42 J51.19
84 48045'51" 1193,12 83.00 155,65 S21 0 b
54 N64037'04`N 16, elp r_aOT -10 29*42'01 0 505,61 134,06 P&?, 09 531029158"E P59,17
55 Af45 " 33" 3.1 `E sds66 85
85 125016'49" 4.95 9.57 10,82 S45059'07"W 8,179
"N 019 81
5h
87 31 " 4,2'36' 15106 AP -90 6360 N87" 14 '02 `W OR, 54
57 N601104 1069" 35? , :qr? 2, 20 A CS
j 6112, P6 68 681, jp 145 11 95,29 84.53 113. 45 S420 48 ',20 ''h' 106, 66
58 N38"09"PI'M 200 100 0 2:20 4 0 01--_ 600 89 C-2930'32" 204�15 40,82 so, 20 S 2`33'14"E' 79,69
_159 S36009,2111E J PSD , 1?6
60 S60*04'06"E JR5, 96 SCALE IN FEET (P
61 N1780�F0,261,1E 319, 31 .�Y' // z
62 S45`33'310M 183, 616
kRI
63 S64"37'04"E 15, 4
6
20< aq IYELL V 4 3R3*09'G9"E-
0
65 3 3
66 546",21 '00 `E 41
67 N71022'47"W Yf 7, 10
L 0
68 376* 54 '40 "N 37, s7-
89 S13"26, 6 3
I -300K 608 PA13E 4-96
70 N'101139'00"E 615, 319 N -I' 1� 2, 81 A CS
V11
5. 42 A CS
'A GIF TA NK S/ T,�
4-
V) EA�ERGFNC Y A CCES$ A
A CCEW 710 LOTS 8
ND
V
C,
LOT -14
7 78 ACS
_p
4*,
CS,PL L I
#5 RR_
C,9 0 T 13 OT
-Q� L & C 'L 0 T -19
_ L/)
13, 2,2 A Cz, '15 7 1 I 1 44 A CS.
3= 47 ACS
4('rESS EASE02,"NT A0 0
rXO
0 544'48'43"E
TO A D -,P, C�EN T PPOPER T r C kEi. L fvo A
7 0
Z A' RECORDED IN 44
CIS Tt` 49 R9C
4
EASEMENT S� 4 5o
41' 0-317
C
567
A
300K 403 PA S'
Va�"44 4 q -4
o 5
5 93 A C5.
+
r�. DC WEL NOL P D
ROA
n
4 LOT 5
15L 0
459 T,01014 1� .11 1�
C77 -..uf N 7� 36 A CS
AvW 11R x I
�.Fl A C�5 RES
6, 83 A 05,
4.3
p
42
`m_ T
QR..
a. P10, 30 A CS L 36 U�_, iw -fee I,
3 -17
06
Z_ 0 T 165" 5 21 A CS,
12, 89 A CS. C 2 0' UTI T Y
OT 2
4 4 AZZ )VT
C-7 LOT 3
4
)44 10+-� 47 ACS�
s2,-5 so, q�D
06'59 "Y
WE.'L z . vo,, 6 17
FOOK 422 FIA GE ,13 C1
v
30(:�ff 15;,,3�',? PAGE 6561
C 8
C
J
L 9
LJO
SCHMUESE
OUNTY POAD 112 ENGINEER,
0, T Jl 7
1512 GRAND
\X 10 r 09 A CS, . ........... M
GLENWOOD S1
I X CL 90 ACOESS EASEMENT M31 945
I. . ............... . ...
cl
FINA L PL A T
SEC 14 (BRA 55 e_7A P) 0 INDIC,` TES FOUND MONUMEN AS OF -SCRIBED REVISIONS COR s
<'P.rNYON PEA/<'S SLIf3DIVIS
V7 ®0 INDICA TE -75 SET MONUMENT R&C 15710
I t No. DESMPTION DATE BY CHKD, A PARM- OF �.AND LOCA
4 SUPVFY ORIEI�JTATION N89056'03"E BETWEEN FOU NID MOMJMENT15 AS SHOWN TOPIN5HIP ` SOLITRAN
t3 GAPF'IELD L-OLINTY, COLO
ALL BEARIMS AND DISPNCES ARE LOTL-INE DIMEIVSIOV,
COUNTY POD 112