HomeMy WebLinkAboutMAIL CREEK CROSSING PLD - Filed S-SUBDIVISION PLAT - 2014-01-27m
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Know all men by these presents that Lehman Farm, LLC, a Colorado limited liability company, being the
owner(*) of that part of the South Half of the Northwest Quarter (S1/2NW1/4) of Section Eight (8).
Township Six North (T.BN.), Range Sixty-eight West (R.68W.) of the Sixth Principal Meridian (6th P.M.),
Lorimer County, Colorado, being more particularly described as follows, to wit:
PROPERTY DESCRIPTION:
Lot Two (2), Lehman -Timberline Minor Land Division recorded June 19, 2013 as Reception No. 20130046276
of the Records of Lorimer County, and being situate in a portion of the South Half of the Northwest
Quarter (S1/2NW1/4) of Section Eight (8), Township Six North (T.6N.), Range Sixty-eight West (R.68W.) of
the Sixth Principal Meridian (Sth P.M.), Lorimer County, Colorado;
Said property containing 39.608 acres more or less (t),
Have by these presents caused the some to be surveyed and divided into lots and blocks, to be known as
MAIL CREEK CROSSING PLO and do hereby dedicate and convey to and for public use forever hereafter the
streets as are laid out and designated on this plat, and do also dedicate all easements for the installation
and maintenance of utilities and for irrigation and drainage facilities as are laid out and designated on this
plat, witness our hand and seols
0 ' 1 this_T day of J 20a.
OWNER(S):
Lehman Farts, LLC, a Colorado limited liability company
By Cloud PeA0<7.
k Ranch LLCM a� Wyoming limited liability company, Manager
By. L41d
Stanley K. Everitt, Manager
NOTARIAL CERTIFICATE
STATE OFaaJoenh&)
sa
COUNTY OF 6) NEI
4 ryJOAAJP � erg woo ackn fare me b
his do of
My commission expires -//-q
O ar
MAIL CjWffA;# CROSSI.NGPLD
Being A Replat of Lot 2, Lehman -Timberline Minor Land Division,
Situate In The South Half Of The Northwest Quarter Of Section 8, Township 6 North,
Range 68 West, Of The 6th P.M., County Of Larimer, State Of Colorado
Case No. 12-S3133
L ARIMER COUNTY HEALTH AUTHORITY APPROVAL
By the Lorimer County Health Authority this /� day of�CL�
20 U All construction on this subdivision, or any lot therein, Including the development of domestic
water, and the provision of sewage treatment, shall be done in a manner which will most all of the
requirements of the Colorado Department of Heath, and the Lorimer County Public Health Department, and
the officers authorized to enforce such requirements.
Lorimer County Health Authority
This find plat has been reviewed and is hereby approved as to form as complying with all current survey
requirements of Lorimer County and of State law pertaining to platting and monumentotion. This approval
constitutes neither a warranty by Lorimer County concerning such compliance, nor a release or indemnity of
the subdivider and his surveyor concerning any noncompliance of this plat with current survey requirements.
Dates; /DLFG "941R. % . , xa v=
-/{.�,:,_.. 7� Colorado P.L.S. No. 30 3 7-04
(Signature)
S1Cto4 041L t%tAJ1AK Lorimer County Engineering Department
(Name)
BOARD OF COUNTY COMMISSIONERS APPROVAL q K
Approved by the Lorimer County Board of County Commissioners this day of
01!1uAV)W 20-M . All dedications are hereby accepted on behalf of the public.
This approval does not constitute acceptance of responsibility by the County for construction, repair, or
maintenance of any streets, highways, alleys, bridges, rights -of -way or other Improvements designated on
this plat.
e
Chairman!� l.ATTEST:Clerk of the Board 1(J
.VI: , 747 h2' MAN , 1
1, Steven A. Lund a duly registered land surveyor In the State of Colorado, do hereby certify that this plat
of MAIL CREEK CROSSING PLD truly and correctly represents the results of a survey made by me or under
my direct supervision.
RAMS OF BEARINGS AND LINEAL UNIT DEFINITION � pv�
Assuming the West line of the Northwest Quarter of Section 8, T.6N., R.68W., as bearing North 14 y
00'17'360 West, being a Grid Bearing of the Colorado State Plane Coordinate System, North Zone, �5 O- a: O `�
North American Datum 1983/2007, a distance of 2615.11 feet with ell other bearings contained hereto anti _
relative thereto.
The lined dimensions as contained herein are based upon the "U.S. Survey Foot."
TITLE COMMITMENT NOTE
This survey does not constitute a title search by King Surveyors to determine ownership or
easements of record. For all Information regarding easements, rights -of -way and title of records,
King Surveyors rolled upon Title Commitment Number 580-FO456049-383-JNB, Amendment No. 3,
doted October 2, 2013 at 7:00 A.M. as prepared by Fidelity National Title Insurance Company to
delineate the aforesaid Information.
NOTES
According to Colorado law, you must commence any legal action based upon any defect in this
survey within three ysors after you discover such defect. In no event, may any action based upon
any defect in this survey be commenced more than ten years after the dote of the certificate shown
hereon. (13-80-105 C.R.S.)
Steven I Vi off Of King Surveyors
Colorado I Professional
Land Surveyor #34995
A Development Agreement has been filed in conjunction with this plat. That agreement should be viewed for
additional stipulations or requirements that may encumber the property.
LAND DISTRIBUTION TABLE
LOTS - 23.017 ACRES 58%
OUTLOTS - 9.265 ACRES 23%
RIGHT OF WAY - 7.326 ACRES 19%
TOTAL ACREAGE - 39.806 ACRES 100%
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County Road 36
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SCALE: 1.-2000'
OUTLOT LAND USE TABLE
OUTLOT A
48,617 SQ.FT.
1.116 ACRES
UTILITY AND DRAINAGE EASEMENT
OUTLOT B
91,810 SQ.FT.
2.108 ACRES
UTILITY AND DRAINAGE EASEMENT
OUTLOT C
1,330 SQ.FT.
0.031 ACRES
UTILITY AND DRAINAGE EASEMENT
OUTLOT D
50.512 SQ.FT.
1.160 ACRES
UTILITY, DRAINAGE AND PEDESTRIAN ACCESS EASEMENT
OUTLOT E
148,432 SQ.FT.
3.408 ACRES
UTILITY, DRAINAGE AND PEDESTRIAN ACCESS EASEMENT
OUTLOT F
4,660 SQ.FT.
0.107 ACRES
UTILITY AND DRAINAGE EASEMENT
OUTLOT G
2,497 SQ.FT.
0.057 ACRES
UTILITY AND DRAINAGE EASEMENT
OUTLOT H
1,023 SQ.FT.
0.024 ACRES
UTILITY AND DRAINAGE EASEMENT
OUTLOT 1
2,271 SQ.FT.
0.052 ACRES
UTILITY, DRAINAGE AND PEDESTRIAN ACCESS EASEMENT
OUTLOT J
52,371 SO.FT.
1.202 ACRES
UTILITY AND DRAINAGE EASEMENT
Outlots A,B,C,D,E,F,G,H,I do J will be owned and maintained by the Homeowner's Association.
SIGHT DISTANCE EASEMENT RESTRICTIONS
Sight Distance Easement - The sight distance easement is an easement required by the City at some street
Intersections where it Is necessary to protect the line of sight for a motorist needing to sss approaching
traffic and to reoct safely for merging their vehicle Into the traffic flow. The following ore requirements for
certain objects that may occupy a sight distance easement for level grade:
1. Structures and landscaping within the easement shall not exceed 24 Inches In height with the following
exceptions:
2.Fencss up to 42 Inches In height may be allowed as long as they do not obstruct the line of sight for
motorists.
3.Deciduous trees may be allowed as long as all branches of the tress are trimmed so that no portion
thereof or leaves thereon hang lower than six (6) feet above the ground, and the tress ore spaced such
that they do not obstruct line of sight for motorists. Deciduous tress with trunks large enough to
obstruct line of sight for motorists shall be removed by the owner.
For non -level areas these requirements shall be modified to provide the same degree of visloRity.
DATE:
1/8/2013
FILE NAME:
2012526SUS
SCALE:
1 "=50'
DRAWN BY:
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CHECKED BY:
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2012526
SHEET 1 OF 4
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21
NORTHWEST CORNER
SECTION 8, T.6N., R.88W.
FOUND 2 1/2ALUMINUM CAP
ON #6 REBAR, CITY OF FT. COLLINS,
LS 17497, 1999, IN MONUMENT BOX
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FOUND #4 REBAR WITH
YELLOW PLASTIC CAP
LS 25372
50.00, 154.81'
NORTH SIXTEENTH CORNER
SECTIONS 7/8, T.6N., R.68W.
FOUND 3 1 /4" ALUMINUM CAP
ON #8 REBAR, PI ¢ 34995, 2012,
IN A MONUMENT ujX
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50' RIGHT OF WAY
DEDICATED BY
LEHMAN- TIMBERLINE
MINOR LAND DIVISION
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I 50' RIGHT OF WAY PER
POUDRE SCHOOL DISTRICT AND
PARAGON POINT PARTNERS, LTD
I MINOR LAND DIVISION
REC. NO. 000054081
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WEST QUARTER CORNER
SECTION 8, T.6N., R.68W.
FOUND 3 1/4" ALUMINUM CAP
ON /6 REBAR, LS 34995, 2013
MAIL CREEK C1? 05STVG PLD
DATE:
1/8/2013
FILE NAME:
2012526SUB
SCALE:
LOTB 1 "=C^r
APPARENT 50' LOTY LOT10 LOTJ LOT2 LOTS W
DITCH RIGHT OF WAY LARLNM COUNTY LOTH °� DRAWN BY:
\ UML.4 T7FD BLOC.Y2 CSK
\ LOT2
\ LIRBLM.R.D.9S-BAW2 'E�cw�Av�®LA`V�I0N N89Z1.44"E 2688.38' CHECKED BY:
FOUND #4 REBAR WITH FOUND #4 REBAR r " '
YELLOW PLASTIC CAP 10.78' N89 21 44 E 2483.57 SAL
LS 25372
19.46- r 503.88' RED
— — — — — 26.50' 26.56' — — —-139.94' — L — — I 297.37' FOUND #4 REBAR MATH
35.39' 45.10' - - - - - - - - 203.04' - L23 3FE N89.21.44"E 199.01' R PLASTIC CAP
\ \ �x \\ JFE C162 N C161 \ \ I I � - �_ = r 132.20'-= _ _ _ _ _-54.47'- s > LS 17662 rp
!� �Ai sr LOT 1 \ I i // 3'FE L 6'U&DE
/ o+ a�
S \ k y ��` svaDE 11,216 sq.. t /off \` LoOOT 1 \ems? OUTLOT E /i / 12.35' BLOCK 3 W �� Ln
\ J� \`� 9'Ud# -� o slit• Qp. S63 ry . 3'FE
\ 'i \\ \ CD c-1
N89'21'44"E 1 3FE �\ \ 7T Sg• 148r432 SQ.FT w� ^� sv,• LOT 3 g n / \\ a1 Q0 O0
+ yJ I .� \ F 3.408 ACRES
e• 133.42' to S7, , 'Ss U,D&PAE ^b // 6 `t' 1o,46s sq�r. g g� LOT 4 .� / s200, Lr)
' 3.31 FE c4 LOT 2 °b \\ 00, / •s o:, � 8,466 sq.. t. wry, .\ -0 V
or :. \ BLOCKS n / o. \ \\ .�. / �. z 3FE \ \\
ss u �: ?� s,nosq�. ��, ^si. a^ // ee / LOT 1 scd
S �\ \\ LOT2 \ g S , 00'^ LOT2 �^ ^�// s,6a5 \ a00., �j O �
\ le \, 8,106 sq. t. \ to \ \ BLOCK 1 8 LOT 3 // 11,041 sq ft. — / /.3 2R 'g% \\
5.720sgft. ,ry 6'u&DEJ / // i - - C145 ry
C147 Cj \ /� ~ ? DO' J'e• U
\ Of \ Ay \ \ \ 02. p0 b SS � 9 USDE C1 ry ^ \ f
A� oe s�, s?� \ ryb o 5 OT 4 0\\ nh. �3� o*�. / ry o LOT 2
1� FA �' �'V s?. O
\6 S 0� \ \ �' \ 2 sggit.4i �g \ �s / l . F R \ 44 2 5,720 Op,, rn
k7 Q 7 \` LOT3 e4 \s? \ \ ^ ?cb.. /6 C12 \\ at
n \ \00• s \ o \\ ss LOT 1 of *d \ ^ o LOT 3 1►a
DITCH \ 4.45' 7,076sq..t. \ °0,\ . \ 7i, \ i0 T \ = n BLOCK 4 S
\ ? 3 3 3FE / � ry „ .ry \\
EASEMENT U & \ \ b o^ •
`\� G \ \\ O^ \ \ \ \ try s OT 1 0I \ S? Sg,F \�J 9,115 sq ft. C200
y ��„ \\ \s? s^,1 FE �1 sg>t 8 Ob \\ ?84 > 7''s C139 26.5' 8?\ \ ^o'
h e� \00• 2 \ \ \ O s / Ob. �V ^ LOT 4 •I" 6'U&DE- r-+
y 91 F Ac7. �. J� g ryb LOT 4 2 \ \ 26.5' QO \ yry ryb ^O' .4, \ F 1 ry i \ 2 `1
qP ; \ ? LOT 2 o BLOCK 2 s i, / / s1 s,no sq Jt. 8
6,944 ^ \ 4t1 4 5,720 °0'' 9• 11.47' v \ • \ — p
�40'0 �0 \ \` o \ B? \ 6t 00 \ 3'FE sgg�, c'S� r\ \ \ / / \°8 26.5' \ S?. \ ry �o LOT 5 .4i y� tfi
�I R7�hA \'GD 26.5' 371 ? s\ b ^o. .w 6'U&DEJ \\ 28.5' / W\ 2 ry I
.f' LOT 3 ^ \ \ 5,720 ~r'
A� F DO \ 2 0 ? �:> 20.20' \ S sll:• 8 '
��bl P� c�(\ ?. J• \ 4.29' try ^ LOT 5 9'UgDE \ fgl?s +�� \ s? 5,72o sq ft. ? axE 6> \?9?b / ?� 2\ \ ^ 00
4i c� 7,328 sgft. '4i J s �� °� \ \ ,� 8 ` o. \
\ S \ b ^o' 26.5' n Y \ 9 f t QT \ 9'U&DE ?ry ^ F1
G� .� qD yu� 2 LOT 4 ^ > 4h A LOT 1 \ \ *s
\ ��' \ ? \ ry ^ 5,722 sq. t. o b / '/ l / 8,059 sq.J .. .4. \ \ S �� 3>>i• ' \ 5' �"'� V4LOT 6 O
7,529 sq ft. olv
LOT 5 / w ry� h /� s USDE >�A,
\? \ �+ ry y V C�
°S LOT2 '
7,620sq f.e ry*\ C, csC" ^y \eo\ .�s7,295 sq f.
. \ nI
50 25 0 50 100 150
SCALE IN FEET
SCALE: 1 "=50'
7,820sgft. .� \B? C \ / V / \6 `1? ^b \
\ \ ^ ?:,.F\ BLOCK 7 �� ^�, LOT 3 \ \ �� 0
�\q39 Sgb?�,�?'°: r`y ^^� LOT 8 J 7,706 sgii. h� \ tee\\ p 14
i1,
47it Z4, 4 q' Bk 8,111 sq.. t. ^ \s\°0• oij \ \` 3J, h� ^i� \ Li)
�s m ^� LOT 9 \ \ ?> \ °� c�51 // LOT 16 s'''g?'F 6 u�DE �� ^� s 17 sqR
7595
�`T2• 8,023 sg.Jt. o^�. BLOCK 8 \s \ / / saR•i <
\ �'S8 / ry� 6 U&DE \ $J. 5h ^hh' C198 \ C,
LOT 10 .� c157\ \ °�3 3� 1 \ 2� ^^n. s>�g aiF .� \
LOT5 \
7,554 sq ft. O^ 3FE LOT 15 .4, \ \ 8,357
`�� ,J°'s \ \ \^bo ^g 0,� 3' \'B ss C,, C,* \, 6,861 sq. t. yh � \ \ S*� J alb 2y `ao LOT 6
�. = LOT 11 ^ q� n \ \ g ,r \ rd' b s> ?i. .
< �� /,106 sq ft• .Iv otl ^ \ 2 ^^~ LOT 14 'g \ F \ \ 8,393 sq. t. ' n�
7?
S N>\ 26.5' 26.5' �\ 7,171 sgft. \� 2 ��
�tB 0j'�;j`� 07$• \ 7 LOT 7A
O? A 48 w car,?. \\ �r ?ry �� �,, LOT 9 4. \� ct''� �"• \ �1 s0� f \ 8,152 sq. t.
o, a0E vs �G �.r 'J, \ �� ^� LOT 13 L' \ S6
di N7 7 �� / ,�i ry \gJr. C� �B• 2g• \ 7,444 sq.. t. .4. \ ?bb j 2 ^ ' o
17 ��� 1 s �..11? / �� n^^ \ n ?gF s'\ \ a?s3 s'F\ L( < N
DI 7CH�p Leo \ LOT 2^�h \ �a? 7,1, o o N
EASEMENT IV `4g � � my \ p 8,262 sq. t. �* 'Jj �� J'?g, 1.42' � ^^ BLOCK 7 \ ^
�� L61 sss. •� \� �g• `t 6 \ LOT 12 s?s3�s'F` ,1'F1 Y
w 2.08, `� 1x
143 C t?s �j? \ �� h0 BLOCK 15
\si LOT 11
4 \� LOT 3 J , \ 9'Ud•DE 7,8%sq.. t. , 63
15.56' �r'� 'ice s�J 7,884 sq. t. .4 \S
O 9 \ eJ.'\\\ �~ \ \ c3>\\ 2�h ^^� LOT 10
N89Z8'37"E 857.74' \ \� h, 7,887
C129 \ sq. t•,•j /
FOUND 15' WITNESS CORNER c O \ :s LOT 4 \ ��? \ \ LOT 9 / w w
CORNER POINT IS IN DITCH 15.00' d \'aJ G tt??` 7,606 sglt •4. \ C'�g\ \ ^ ti
�e �QyyOI j ,�\\ ��ry \ \ \ °\ 7,629 sgft.ryoe v c�
a a
\ \ 4 \\'ss LOT 5 \ �i \ c'3s \ / / 26.5' 0 0
LEGEND \\ \ ��, \ 7,64o sq/t. •4 \ \ C'D \ \ C133 / S 5 5
- - - - - EASEMENT
— - - — SECTION LINE
— - - - — RIGHT-OF-WAY
PROPERTY LINE
NR NOT RADA
FE FENCE LINE EASEMENT
TO HOMEOWNER'S ASSOCIATION
U&DE UTILITY AND DRAINAGE EASEMENT
STE SIGHT DISTANCE TRIANGLE EASEMENT
EAE EMERGENCY ACCESS EASEMENT
PAE PEDESTRIAN ACCESS EASEMENT
FOUND ALIQUOT CORNER
AS DESCRIBED
SET ALIQUOT CORNER
AS DESCRIBED
. FOUND MONUMENT
AS DESCRIBED
♦ FOUND #4 REBAR WITH
RED PLASTIC CAP
LS 34995
• SET 24' OF #4 REBAR WITH A
GREEN PLASTIC CAP STAMPED
KSI, LS 34995
0 CALCULATED POSITION
?ys Sir
� ^ LOT 6\B\7 \ (EE(SS/EEEDEETAIILA �
>
s \ r ^ LOT 7
*See Sheet 1 of 4 for Outlot Land Use Table* �s• '�? , 3FE 8,021 agft. r . BLOCK 15 ?4
*See Sheet 4 of 4 for Line and Curve Tables* \ \ �\ \ �6U&DE zry"' LOTB C123 I 1 0
\ a-
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8,762 sq. t. J FE —I � v
Z a =�
P0UJM ssLV57RKTAAD r�'�{,\ \ � Nss� � � ?^ry ^� LOT 9 Q (n D � 0
PARA OWFOATFAR7AMS
AdAMLANDDIVIBInNL7D t�,l., \ \ \ '�jj, \\ 12,232 sq ft. 3 ci ,� (� a Q 00
a d \0 cy-
0 z 0
Oa00 UO� DITCH \ ? ��\ P 28.5' 28.5' M V 0 J H
d �w EASEMENT \\ �`rJ \ S 6�1 LL Q Z 0
995LLJ
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4�4.#J. *i� \=585'39'59"E- n ,� v1 U el
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Steven Of King Surveyors y�>3F ?J 6r�se+ Y' \ 61.51' r W
Colorado rofeseional �Y R(y��c0 ?J \ \ \C! 5�3UT L Q p Q
Land Surveyor /34995 �Y 1M \\ a
�� `S�• � ,1.202 ACRES / ry 18
u
EASEMENT
�`�� L66 L6
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_
— — — — — — — — — — — — — — — — — — — — — — — •— .—
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PROJECT
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- -
2012526
ZEPHYR ROAD _ _
mot_ ��'M
26.76
28.70'
— _ _ 22�
— —
111.53'
— — — — RIGHT OF WAY DEDICATED Lir[�Op16rtNT
BY REC. NO. 2002079130
2
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _
SHEET 2 OF 4
126 26,98
J
*See
Sheet 1
of 4
for Outlot Land Use Table*
*See
Sheet 4
of 4
for Line and Curve Tables*
LOT2 LOTS
-N89.21'44"E 2483.57'-
FOUND /4 REBAR WITH
RED PLASTIC CAP
It LS 17662
w
0
N
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N
LOT4
OUTLOT E
148,432 SQ.FT.
3.408 ACRES
U,D&PAE
AAIL CRffEXCROSSINGPLD
LOT,f LOT7 LOTS Ley
BLOCX 3
A FlIP.P CRQSSLHCPLAA',V®LAADOMSAW
• 28.50'
n
FOUND j4 REBAR WITH
RED PLASTIC CAP
LS 17662
OUTLOT D
50,512 SQ.FT.
1.160 ACRES
U,D&PAE
NORTH QUARTER CORNER
SECTION e, T.6N., R.6aw.
FOUND 3 1/4" ALUMINUM CAP 3
ON /6 REBAR, LS 33642, 2003 N N
IN MONUMENT BOX
CENTER -NORTH SIXTEENTH CORNER a r
SECTION e, T.6N., R.68W. uoi 1
FOUND 2" ALUMINUM CAP
ON /6 REBAR, LS 5028, 1993
1
681.30'
N89'21'44"E 431.29'
F= -60.02'= _
_-60.02'--
- _
- 60.02'= _
_=60.02'- �
-T-60.02'=
-
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94.20'= _ _ - = 37.00'=
L 6'Ud•DE
I BLOCK 11
F
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LOT 6
BLOCK 11 \
+
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LOT 3
p
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p N
LOT 5
p
N
8•� 50
h'
N
LOT 7
LOT l
p
a
n LOT 2
o
7,341 sq ft.
a
7,357 sq fC.
o
7,159 sq.. t.
i
=
10,865 sq ft.
"�
7,247 sq.Jt.
z
z
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9,082
+ Nlit•
L9g�ry
N
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C53
12.50'
9UdDE
11.53' C58 - -
-
-
C59
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C52
C48
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B0.00'
_ _
C55
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LOTS
5,720 M`1 ?. 3'FE \ 7 ^ ?9• ` L82 t \
sg� cY Ob \ // NS.yy, \ / u // LOT 1 6UdtDE E� \e63' Gk^ - - - --103.97- - - -3 r - - - 108.87' - �9UROE \ I 103.78'
LOT 4 ti 6V&DE s 3 FE �� / / 6 U&DE ?�, 6,200 sq.. t. ter_ , / I I m I m
s,72o J // LOT 3 w \ q,^ / b J 1/e C170 _ I w $ c, LOT 9
gs' / G S6 ro n 3FE 63•, n LOT14 Iio 1 s,860
8 / 5,895 \
s� ^ ° LOT 5 / s' ^^/ bo M (N )� I LOT 1 p N sg/t
?GYj,� ry ,� \ \ S %� `' 9'UA•DE / G 7/D 3>•F ro o R 7,632 0 7,730 I 1
2 sq Jt. • ry \ \sir 9 �' / s / C197 1 N z I �� 1 ,. ( ) 1 5,720 \ y / 3FE �p / 1 3 I sgR• UI S89'33'27'E NR
r4 8 �, ag, �e / / BLOCK 5 cj; ��„ / h LOT 15 I I I N87 58't 7"E n
a '33ig, ?> S?,� ,y ,4 e3'\F // LOTZ 1.80' �� ?, LOT2 ° I N87S8'17"E 124.88' .r 108.19'
F �' 9'UdDE 2 LOT 6 \ // S / d / A 10,516 sq/t. 1 125.44' 1 I 81 I I
5,804 sq.Jt. '� / sr� 5,720 sq. t. G o s 8,061 sq.. t. 1 ry I ; I I n I "I LOT 10 8
l0 >i• 3 FE �,o 'i / \ ��A�y cr 0 BLOCK 10 I � �I BLOCK 12 � g LOT 13 I N I 5,704 N
, / \ w PJ / 10.58' ri o LOT 2 ci 6,435 N sq..
?>>.S� Se LOT F /�1 °? �y ° N8957'22"E n NI 6,570sgR. N � I ml 1
50 25 0 50 100 150 �\ .ty ? / n o
\ \ 60T 7 0 .O O /°1• Oo• d! 156.87' I w n I I I N87'58'170E I S89'33'27"E N
C97 slit ,\�. �• 5,720sgJt. /gN C g /Oc' g' \ o h`6UaoE I I v,
M \ `�f, `�f+ / 1 N87'S8'17"E �9V� 110.00' 1
SCALE IN FEET �' \ s ��Ao• F F ��i y G / 5"� �� LOT 3 \ ��o, A N LOT 14 I o 127.24• 3 I 122.s3' 9'U&DE
SCALE: 1 "=50' �d� \ \ 11 LOTS \\ �'o ��° / / S,y k°ry J / �3•FE 6,809 sq.. t. \ 2,J h 8,886 sq.. t. 1 p f-e'u�DE LOT 12 I o gl LOT 11 g ;
LEGEND
- - - - - EASEMENT
- - - - SECTION LINE
----- RIGHT-OF-WAY
PROPERTY LINE
NR NOT RADIAL
FE FENCE LINE EASEMENT
TO HOMEOWNER'S ASSOCIATION
U&DE UTILITY AND DRAINAGE EASEMENT
STE SIGHT DISTANCE TRIANGLE EASEMENT
EAE EMERGENCY ACCESS EASEMENT
PAE PEDESTRIAN ACCESS EASEMENT
FOUND ALIQUOT CORNER
AS DESCRIBED
SET ALIQUOT CORNER
AS DESCRIBED
■ FOUND MONUMENT
AS DESCRIBED
♦ FOUND /4 REBAR WITH
RED PLASTIC CAP
LS 34995
SET 24" OF #4 REBAR WITH A
GREEN PLASTIC CAP STAMPED
KSI, LS 34995
O -CALCULATED POSITION
Ub, ZQl3
Steven A. I'Beholf-f King Surveyors
Colorado Registered Professional
Land Surveyor }34995
PIT 2 ., 3T39
sg
try LOT 3 BLOCK 4 s
N89-21.44"E o <
----110.02' t
„ II BLOCK6 L3FE I�
I1 LOT 3 1
5,851 sq.. t. I0
S81'36'24»E I 1
V I� 3'Ff 110, OO'
/I 9'U&DE ---I
11- 6V&DE LOT 2 I
5,898 sq. t. I
P)
v // 710.'? f l l
a'FE LOT 1 /
5,898 sq. t. /
4�
00,
G ry
3xE / 26.5' O� 9,223 sq.. t.
1s £AE -OWL ICRE_EK DRIVE_ \
? / 17"W 210 64'
�9YJ�lJE 110, S\ o,6g� L'8
S87'S8
26.5'
/Gg 210.84'
c�
j�\ \\ 6,026sgft. .6 \0� ! /gIV cni �+\ C79 ,y`� 6V&DE��f I I o (n �l p $ 6,319 s9 `� N
\ \ c9J Ory \ `b \ ,' In &IR o n sgit i n �I 5,720 I o
O N89'57'22"E 1
\ \ / , CP 21.17' 178.46' 1 z S89'33'27"E 1 it
CP 3FE p1 ��')))��r \ k p• \ I'6U N8T0.39' E
.iv was Ts \7i S \ \ 2� �.° ry�ti . \ J 1\ `1 \ \ \ I ,g 26.5' N87 5817"E 6U�DE -{ 120.39' I S I 110.00, I I g
J LOT 9 ? �o� LOT 13 1 . 129.04' i
' c o•\ s,n9 dad c74 �. \ LOT 4 tip, ; 8,532 sq. t. I � Cal n . I 10 ;, n I Q 81 LOT 12 $
Mg C198 \ O 9x sgR• ry 28 5' \ 9 6,755 » my LOT 4 $ 1 -
.4, �9� sgfi. F 26.5' N . LOT11 C4 v, iI 5,720 N
ey ti db �•/ \ J• \ oe \ C41 I I 6,753 p N 6,202 sq.. t 'n n s4 •6 Ud•DE -i
LOT 5 �� e \ \ e?'o. �\ C92 �Fo , ze.s' ti O� c82\,r 'as `�?\ gti �' h 1 0 I
a, N89OB'48"E (NR) agii• I [W I S89'33'27"E I
8,357 sq.. t. IN ? \ S� \ A y / �� de\ J•\ e� �� f 142.43' I v 1 z I 1 w n7 °aS �t
2g .4r 11.16' \ /� / / 'O ry \ �� n S N8118.1 ' a "5 0 3•FE41
d
LOT 6 O S LOT 3 �y. �\ NaT58'1 TE (NR) w I 110.00'
8 393 sq Jt. \ \ o`'� s°' c91 / ti o' i 5"� 6,z80 sqR. \ ' LOT 5 0• LOT 12 I g I I 130.37 ; I 11 e.15' I n g 3 r gi LOT 13 g o
•\��T.0 C89 p �c�/ 3 ry� \r\� \\ 7,282 sq ft. \ \! 7,184 sq.. t. 9'U&of i kn
N I p $ LOT�1�0 I ry z I O r 5,720 sq Jt. <
LOT 7 .� \ �o , 10.00' ° \ o�\ 3140 I LOT 5 N ko N 6,085 I n I
8,152 sq ft. . hg . \ / / \ ti(� \ Ch \ o \ p66 Op \ N85 23'20'E U + + I 6,740 z
n U U U sq. t• o f I I 1
` �? h'� � 12.92' / ryg� c�/ ter? `r?� ,1 LOT 4 \, crn'� \ 110 \; 1 117.39' II o I N87 S8'17"E S8110.0 ' I o 3
N67 58'17'E (NR) I 1 110.00' 1 N
s>Lbis, a / �` �i �. \ \ 9ver n 126.20' ; I 11s.so' I I I Q CID
B3• F\ LOT 8 / / �. 5,907 sq- t. �� \ s °PLOT 6 LOT 11 I U I I 8 $ LOT 14 $ F (V
` 7,129sq.Jt• �M, ,Sk d d ti \ sqR• . 6,272 +1 8 LOTS Ito NI sq.ft. \ 6 v \ 7,367 r S+ sg%• 1 U LOT 6 CI 1 n LOT
O o
BLOCK 7 �1b i , �`M O ,�� egi / / LOT 2 'o� '':s �gLOc{5 \°a �\ z 1 41»E 1 6,523 sq. t. o n s,%9 sgit• I I I N
sus J F� 6,456 sq. t. ,{y,''{y. 6 U 26.5' r 9.87' 1481 IB' 1�+ 15.88' z I I 28.5' S89'33'27"E I
3`\ 3r-E / /�9'U&DE \ 26.5' 1 N80.16'01"E 1 110.14' IJ (� N87'58'17"E N87'S8'17"E
S8? O 0tY� LOT 5 110.E 113.68' 26.5' 110.00' I 0
/ 1 10 A 1 122.1s' I I I� �I BLOCK II I1
7T Il .4, s 'S• ryrO / 1d C21 5,907 sq.. t. 9 UADE 1 „� I rt c1
94 fit , hg . ` ?83; / 0 �, o� oN 13 51' 1 1 BLOCK 10 g .t LOT 10 1 n .4 1 ; BLOCK 12 I +I LOT 15
LOT 1 �' F 0 1 �I LOT 7 t s,9o1 1 a I' o 19 NI "' ,a
g ,3 s.11 C108 7,445 sq. t. 1 01"E 1 n �lii• W o n LOT 7 0 1 I 6,739 N
LOT 10 / 13.51' 8018' 1 6,326 + LO sg/t• 1 3YE 10.00'
.�v / / !? 17.51' N 1 1 110.00' 61 9064 N o 7,297 I\ *r - r911�DE-
7,887 agJt. y / y`1 / / ''ri o 6'Ud# 12.23' 1101.00' 1 1 01"E 1 18'01"W 1. Li 1 _ - c? y -
b G� / {p. _ j _ - 49.52'- Igi 1 N80'16' I �560 $ �.+
.� LOT 9 / r'g �p^J/ /� 3 FE \ \ �54 914-E N8 5 s1o•E - - -L36 - _ I LOT 6 1 0 51(� 0 110.00' 1" 6 U 11 + q • n II 9UhDE �27 C25 8 4 C22 79.53 m
7,629 sq.. t. Dry Gop G / a $ 5,905 sq.. t. 1 ro I 6'U80E -�1 LOT 9 1 . \ _ _ - - - N
61/dDE BLOCK9 g 0 1 LOTS %i �L'i 6,844sgR. ) I` c3 78.67' 28.5' C16 - C15 I S89'33'27"E
0 1 Nso 16'01"E 1 3 g1 7,614 sq. t. 1 - - - J �� Cl 79.53' o
'3 28.5 O / 3110.a V 1L - - 90.00 G 17' - 26.5' 79.53' m
s / . w 3 (1°i$ 'n I 9'UA:DE 1 - C28 125• / r+�
LOT 11 ; LOTS ; I N : +
C1 � 133 28.5'//, 6,118 sq Jt. 8 n $ LOT 9 S s,907 sq Jt. •� I I + `S I �'' 1\ _ oo' LICE' CREEK DR C30 _ - _C29 - - 62_00' - i 1
3* ry � LOT 10 � o + 1n . LOT 7 1 z _ _ - �o. 00' _ SPR _ _ - - -
y STE 6,343 P 5,907 sq. t. 4 + $ 5,905 180 C32 - - C31 _ 5.53' 12.00' n
STE / / (SEE DETAIL 0 z ��' 8 z C4 s9it• �1 cis 00'
\ (SEE DETAIL A) C13� z Z 'o - - 273.�� -
n / (SHEET 4 A� 4) r- 6Ud•DE _ - G•'>' � 4 52��- - 3'FE � 3
'(SH ET€ ) _ C105 _4.67 . 1- - - g0,00' 01»W 539.3 ' -52 00 _ BLOCK 13 �q'
CT \ 9'UdDE - _ �� 52_00- _ 9'UdDf `r 4,
- - - -� _ _ C101 94.67' - 539.34' 00' - - 3 3 N ,o
\ _ _ - - 3
\ S� - -LO
- - - -C102 52 - - o
�c1? (SEE DETAIL e) c100 - 141� - 52_�- 'N Y LOT 9 LOT 10 No' LOT 11 w ^ `�
�K 15 n (SHEET 4 OF 4) 26.5 DRIVE 52•�' - a LOT ] �' m LOTS M 9,120 N 9 9,2% d r 9,40 a �
r-��CREEK o.00 3 ; LOT N % 8,77osgR. sgR• o sgF• sgR
- C9 - - - LICE 52.0>0' - w 7,949 i o
R - 1 W. W. LOT 5 sq. t.: M �R' o z z 8
Ci23 - ----� SP - Si 7,101
1 1�0 11 - s2_�_ - JTE --1 $ ; w c LOT 4 : 7,oz7 sq.�t. g ' z
•W G 26.5' S2.00' - 0 o � •a • LOT 3 � N6,778 � �i $Z � Z z 12'PAf
�^ 3FE--i Ic�i c1i7 C109 C112 _ BLOCKI4 0 I a $ LOT2 + 6,355sgft. • O g
r A N o c' C118 - - - C116 C115 C114 C113 _ - LOT 1 • ; • 5,932 Z I rn
ry N a 1f3•FE ---- ----- �T 10.80' w sgit•g' z
r LOT9 `-9U&DE ; •� ;, �s,nosgR• z 6'Us� 3Ff 1 N
1z,232 sq.. t. v m •o 0 ,n ci LOT 9 r' : BLOCK 13 �57.95'- - 57.26'- _ _ _57.39'_ _ N T. S a LOTS
M
o N '" 3 •n c i 5,903 sq ft. $ 5,781 sq. t. +� _52 02' _ = -56.53'- - N8933'31"W 234.60'
P 28.5' 28.s' W LOT 1 N r N • :' M ;� LOT 7 $ ��,49,�»W 180.57' �GL�yd°j
4.. T. w LOT2 N n + - a LOT6 6,025sgft. Z 1 - 52.83==-=52.63' --=52.s3'=
0 8 In 7,966 sgJt. n 6,108 sq Jt. ,n, ' LOT 3 0 LOT 4 n ;; LOT 5 n 6 312 �' 1 N8O•I6'o1'E OUTLOT B X /
N I P o 6,434 sq.. t. of 6,401 sq. t. n 6,295 sq.. t. 8 sl i• Z 52•� 589T19'49"W 157.90' C196 SQ Lgo
91810 FT /srAE
s W I $ z = 8 z z - %52 p5' - 20'PAE _ L60 - _ + - - 2.108 ACRES X
3g I ;a ,n z -
s I I BLOCK 14 �;11
5q.05 I'- -t-n _ _ _ C194 L59 _ C195 UArDE /
\-585'39'S9'E- vni m 1 DIrCH
6'U&OE 52.05 = 41.13" N 175 57 - I L58 -1- -;C193 58303'34"W EASEMENT y
y ri �i 3'FE 1g 41 577 C192 - C202 58970'37"W 202.81' L32 �� 504
61.51' a w o' _=62.01'_ - -=37.42'- -L31 MAIL CREEK DITCH 'Ss• 18
OUTLOT� c a --52.00'_ = 57.93' X C203
=58.13'= _ _-58.16' 153.50' m 00, 41.76' L3 SOU7}tERL N%6 16.00'
52,371 SQFT P NBs39's9"w tn.1s s8446'34'w 20. S89'10'37"W 199.15' L4
\C7 L51 �' 42 47.43' OU7ZOTC N� A 25, BQUN�B 50K, 77. L33
,1.202 ACRES /� I $ 130 L5 71yE7ZSfB®PSPLAA71® °A'nrERLy°p F00r Mpy� 14g 0 , u L
- OUTLOT B -
- - h 91,810 .FT. " �1 `�13 ' I - - - AEt�- 1>�NT - - - - Q` 4C DE}�ET �EN1ED 6 34
` UALITYUBcDE / r - - - - - L54 2.108 ACRES L55 C189�190. -t --t-t- = 191 �� - 57 ,30 60 1 _ ��L LpC 7NON �2
EASEMENT �� LB 69 -}- - - - - - - - - - U&DE - --1-..-. -�" L29 L30 7 8' 13»w /
\\ I o so DITCH DI MH
EASEMENT 5�15 ZEPHYR ROAD
n EASEMENT - - - - -
J `Sg311'S2" M 335.O'V
LB _11 L71 262.93' L7 - � � RIGHT OF WAY DEDICATED-
1 _ \ p_ L63 "> CVnOTB /� - BY REC. NO. 2002079130 \�V. _ a - 27iE• V2,OSPA&NT
- -
7�'71 nOTPLAn7V® 22,`' 28.70' 26.70' .5"W 342.51
111.53' S83'11'L -
LI6YM0P8AV1'T - - �� MENTED
RL 4
5 -00 FOORYOFFSET LINE
ACTUAL LOCATION - CENTER QUARTER CORNER
NORTHERLY OF _ _ �- / SECTION 8, T.6N., CAP
T7W7ZWfiPSPLA)VAWL*V2ZOPAffiN7 FOUND 2 1/2" ALUMINUM CAP
ON /8 REBAR, LS 25375, 1997
DATE:
1/8/2013
FILE NAME:
2012526SUB
SCALE:
1 "=50'
DRAWN BY:
CSK
CHECKED BY:
SAL
000
00
0
0
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cd
0000
L4
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0
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^
00
O
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O
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Y
U U
0
CL
0
L+J M
Z
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06
N
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0
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U
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LL- _l E]
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aI-i o 0
W
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J_
Q
PROJECT /:
2012526
3
SHEET 3 OF 4
�!
M-126 2698
4
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
Cl
213.12'
1200.00'
1010`320
212.84'
S85'21'17"W
C2
75.05'
46.50'
92*28'13"
67.16'
N45'47'37"W
C3
71.43'
46.50'
88'00'55"
64.61'
S4357'49"W
C4
118.37'
700.00'
9'41'21"
118.23'
S0453'18"E
C5
113.21'
200.00'
3225'59"
111.71'
N2556'58"W
C6
290.12'
350.00'
4729'36"
281.89'
N24'05'14"E
C7
202.97'
350.00'
33*13'35"
200.14'
S31'13'15"W
C8
89.74'
350.00'
14'41'27"
89.50'
S0715'43"W
C9
343.84'
800.00'
24'37'34"
341.20'
S87-25.12"E
CID
357.91'
800.00'
2537'59"
354.93'
S62'17'250E
C11
57.28'
165.00'
1953'21"
56.99'
N52'06'38"W
C12
67.60'
46.50'
8317'28"
61.80'
S76'17'57"W
C13
178.58'
736.50'
1353'34"
178.14'
N5625'13"W
C14
109.48'
100.00'
62'43'44"
104.10'
S32'00'O8"E
1'
1200.00'
3*11'58-
67.DO'
S8850'35"W
1'
1200.00'
6'58'35"
146.02'
S83-45.19-W
9'
736.50'
552'21"
75.45'
N5224'36"W
E
9'
736.50'
8'01'13"
103.01'
N5921'23"W
5'
63.50'
11 3225'59"
35.47'
N2556'58"W
4'
1 63.50'
27'49'36"
30.54'
N23'38'47"W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C121
27.97'
20.00'
80'07'45"
25.75'
N31'56'46"W
C122
325.10'
826.50'
22'32'13"
323.01'
S60'44'32"E
C123
5.56'
826.50'
023'08"
5.56'
S71-49-05"E
C124
56.99'
826.50'
357'02"
56.97'
S69-39-00"E
C125
62.55'
826.50'
420`100
62.53'
S65'30'24"E
C126
62.55'
826.50'
420-10-
62.53'
S61-10-15"E
C127
62.55'
826.50'
420-10-
62.53'
S5650'05"E
C128
62.55'
826.50'
420'10"
62.53'
S5229'55"E
C129
12.36'
826.50'
051'25"
12.36'
S4954'08"E
C130
298.98'
773.50'
22'08'48"
297.12'
S60'32'50"E
C131
30.31'
20.00'
8650`10"
27.49'
N6457'41"E
C132
173.68'
378.50'
26'17'26"
172.16'
S34'41'19"W
C133
11.63'
773.50'
051'42"
11.63'
S71-11'23"E
C134
58.87'
773.50'
421'39"
58.86'
S68'34'420E
C135
57.97'
773.50'
4-1T39"
57.96'
S64'15'04"E
036
57.43'
773.50'
415'13"
57.41'
S5958'38"E
C137 '
, 57.21'
773.50'
4'14'15"
57.19'
S55'43'54"E
aw*
65,saw •
- 173.50'
4'08'21"
55.87'
S51'32'36"E
C139
29.07,
20.DO'
83*17'280
26.58'
S76'17'57"W
C140
43.62'
173.50'
1424'14"
43.50'
S54'51'11"E
LINE TABLE
LINE
BEARING
LENGTH
L1
N7543'48"W
45.41'
L2
N69'06'38"W
40.60'
L3
S83'03'34"W
107.33'
L4
N8318'33"Wr2.O
L5
S7956'02"W
L6
S80'46'170W
L7
N86'47'05"W
L8
N48'19'39"W
L9
N41'40'21"E
10.00'
L10
N48'I9'39"W
34.00'
L71
N67'31'22"W
70.00'
L12
N57'45'56"W
104.00'
L13
N56'33'26"W
80.00'
L14
N63'47'31"W
82.00'
L15
N37"04'13"W
104.00'
L16
N45'41'34"W
62.50'
L17
S0020'26"W
36.93'
L18
N66'03'18"W
34.90'
1-19
S2024.53"E
1 30.13'
L20
ji S42'09'58"E
47.47'
LINE TABLE
LINE
BEARING
LENGTH
L21
SOO'40'32"E
34.14'
L22
NOO'38'16"W
40.92'
L23
N0038'16"W
10.50'
L24
N45'41'34"W
39.34'
L25
N67'31'22"W
67.06'
L26
N4819.39"W
39.06'
L27
N2822.24"W
29.30'
L28
N48-19.39"W
59.38'
L29
N86'47'05"W
21.50'
L30
S80'46'17"W
60.10'
L31
S7956'02"W
112.95'
L32
N8318'33"W
32.12'
L33
N69'06'38"W
40.69'
L34
N75'43'46"W
37.81'
L35
N8926'37"E
50.00'
L36
S6815'56"E
114.74'
L37
S81'41'21"E
104.76'
L38
S8232'45"W
61.75'
L39
N09'44'00"W
70.00'
L40
N09'44'00"W
57.51'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C21
5.11'
63.50'
4'36'23"
5.10'
N3951'46"W
C22
20.14'
1226.50'
056'28"
20.14'
S8958119"W
C23
31.74'
20.00'
90U'24"
28.52'
S45'01'43"E
C24
29.59'
20.00'
84'46'41"
26.97'
N42'49'50'E
C25
106.02'
1226.50'
457'D9"
105.98'
S82'44'36"W
C26
93.12'
1226.50'
421'00"
93.10'
S83'02'40"W
C27
12.90'
1226.50'
0'36'09"
12.90'
SBO34'06"W
C28
208.41'
1173.50'
10*10'32"
208.14"
S8521'17"W
C29
59.54'
1173.50'
254'25"
59.53'
S8859'21"W
C30
65.37'
1173.50'
3`11'31"
65.37'
S8556'23"W
C31
65.37'
1173.50'
311'31"
65.37'
S82'44'52"W
C32
18.12'
1173.50'
053'05"
18.12'
S80'42'34"W
C33
31.42'
20.DO'
90'00'00"
28.28'
S54'43'59"E
C34
31.42'
20.00'
90'00'00"
28.20'
N35'16'01"E
C35
31.42'
20.00'
90'00'00"
28.28'
S54'43'59"E
C36
31.42'
20.00'
90'00'00"
28.28'
N35"16'01 "E
C37
122.86'
726.50'
9'41'21"
122.71
S0453'1WE
C38
13.24'
726.50'
1'02'40"
13.24'
j S09'12'39"E
C39
51.70'
726.50'
4'04'39"
51.69'
S06-39-00"E
C40
51.65'
726.50'
4'04'24"
51.64'
S02'34'28"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C141
158.48'
81.00'
112*05'570
134.38'
S76"17'57'W
C142
43.62'
173.50'
1424'14"
43.50'
N2727'06"E
C143
33.19'
173.50'
1057'33"
33.14'
S5634'32"E
C144
10.43'
1 173.50'
326'41"
10.43'
S4922'25"E
C145
1.88'
81.00'
119'58"
1.88,
N4819'03"W
C146
51.18'
81.DO'
36*12'18"
50.34'
N67'05'11"W
C147
51.52'
81.DO'
3626'44"
50.66'
S76'35'1BOW
C148
52.56'
81.00'
37'10'54"
51.65'
S39'46'29"W
C749
32.86'
763.00'
228'05"
32.56'
N50'42'28"W
C150
30.23'
20.00'
86'35'43"
27.43'
S08'38'39"E
C151
30.23'
20.00'
86'35'43"
27.43'
N77'57'05"E
C152
61.46'
763.00'
4"36'56"
61.45'
N61'03'31'W
C153
41.91'
763.00'
3'08'51"
41.91,
N6019'29"W
C154
19.55'
763.00'
128'05"
19.55'
N6237'57"W
C155
172.16'
710.00'
1353'34"
171.73'
N56'25'13"W
C156
55.98'
710.00'
4'31'04"
55.97'
N51'43'58"W
C157
12.00'
710.00'
058'06"
12.00'
N59'51'40"W
C158
37.44'
710.00'
3'01'18"
37.43'
N61'51'21"W
C159
20.31'
13.50'
86`10'39"
j 18.44'
S20-16-40"E
C160
94.04'
61.50'
87'36'37"
1 85.14'
N2059'39"W
LINE TABLE
LINE
BEARING
LENGTH
L41
S44"38'31"E
57.82'
L42
S33'10'500E
28.46'
L43
S46'06'35"E
51.79'
L44
S35'04'41"E
14.77'
L45
S40'04'17"E
37.01'
L46
S6923'29"E
31.54'
L47
S55'09'28"E
95.63'
L48
S67'OB'OB"E
12.66'
L49
S7252'01"E
56.78'
L50
S4728'390E
93.51'
L51
S5126'24"E
136.14'
L52
S5753'44'E
35.59'
L53
S52'34'44"E
158.09'
L54
S8557'56"E
282.70'
L55
N82'45'19"E
37.48'
L56
N87'49'47"E
11.39'
L57
N7359'28"E
114.36'
L58
N79'04'400E
35.01'
L59
N89'40'060E
94.B6'
L60
N8118'39"E
88.01'
LINE TABLE
LINE
BEARING
LENGTH
L61
S73'50'23'E
132.54'
L62
S70"31'41"E
64.73'
L63
S8557'56"E
143.95'
L64
N3227'32"E
150.69'
L65
N4750'02"EF6195!"
L66
N8954'59"E
L67
NOO'05'01'W
L68
S89 S4'59"W
L69
N8954.59"E
L70
S00'05'01"E
24.97'
L71
S8954'59"W
6.15'
L72
S2939'170W
57.83"
L73
NO3"02'33"E
44.24'
L74
N14'07'42"E
42.27'
L75
N25'35'53"E
42.27'
L76
N42"31'50'E
42.61'
L77
N47'50'02"E
52.00'
L78
N47'50'02"E
52.00'
L79
N2939'170E
58.32'
LBO
N7018'48"W
2.03'
MAIL CREffX CR 05ST VG PLD
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C41
6.26'
726.50'
0'29'38"
6.26'
S0017'27"E
C42
113.89'
673.50'
9'41'21"
113.76'
SG453'1WE
C43
36.48'
673.50'
3'06'13"
36.48'
SD810"52"E
C44
113.89'
673.50'
9'41'21"
113.76'
SD453'18"E
C45
25.35'
673.50'
2'09'25'
25.35'
S01'07'20"E
C46
43.62'
173.50'
1424'14"
43.50'
N07'14'45"W
C47
30.72'
20.00'
88'00'55"
27.79'
S4357'49"W
C48
43.62'
173.50'
14'24'140
43.50'
S8449'36"E
C49
165.15'
81.00'
116'49'23"
138.00'
S43'57'49"W
C50
51.66'
81.00'
3632'31"
50.79'
S05'40'26"W
C51
43.77'
61.00'
3057'34"
43.24'
S3925'29"W
C52
62.65'
61.00'
44`19'08"
61.10'
S77'03'50"W
C53
4.46'
81.00'
1 3'09'08"
4.46'
N79'12'03"W
C54
32.28'
20.00'
9228'13'
28.89'
N45'47'37"W
C55
43.62'
173.50'
1424'14"
43.50'
N80'46'D90E
C56
171.45'
81.00'
121*16'42"
141.19'
N4547'37'W
C57
43.62'
173.50'
1424'14"
43.50'
S07'38'37"W
C58
5.44'
81.00,
350'56"
5.44'
S7529'30"W
C59
46.79'
81.00'
330542
46.14'
N86'02'11"W
C650
43.81'
81.00'
1 30'59'15"
1 43.28'
N5359'43"W
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C161
13.88'
13.50'
5853'46"
13.27'
S3521-05"E
C162
7.83'
8.50'
52'48'35"
7.56'
N25"46'02"E
C163
124.02'
61.50'
115*32'18"
104.05'
S0535'50"E
C164
25.22'
61.50'
2329'42"
25.04'
S51'37'08"E
C165
43.38'
61.50'
4024'38"
42,48'
S19'39'58"E
C166
55.42'
61.50'
5137'58"
53.57'
S2621'20"W
C167
66.73'
710.DO'
523'07"
66.71'
N56'41'03"W
C168
16.68,
20.DO'
47'46'28"
16.20'
SDO'06'380E
C169
134.99'
321.50'
24103'27"
134.DO'
S35'48'19"W
C170
8.02'
24.00'
19*06'14"
7.98'
S81'04'36"E
C171
21.90'
81.DO'
1529'27"
21.83'
SO451'06"E
C172
108.86'
773.50'
8'03'49"
108.77'
S6T35'19"E
C173
6.13'
20.00'
1T34'24"
6.11'
SBO24'26"E
C174
7.45'
20.00'
2120`18"
7.41'
S68203"E
C175
97.63'
773.50'
7*13'55*
97.57'
S82'41'19"E
C176
56.01'
280.00'
11'27'41"
55.92'
N3854'40"W
C177
55.57'
254.41'
12'30'53"
55.46'
S39'00'08"E
C178
25.03'
130.00'
11*01*54"
24.99'
N40'35'38"W
C179
10.46'
120.00'
459'37"
10.45'
S37'34'29"E
Cl so
35.82'
70.00'
2919'12"
35.43'
S54-43.53-E
LINE TABLE
LINE
BEARING
LENGTH
L81
N47'12'47"W
2.05'
L82
N8921'17"E
11.35'
L83
S4454'59"W
49.00'
L84
SOO'05'01 "E
37.43'
L85
S45'05'01'E
42.60'
L86
N0525'13"W
31.84'
L87
S0525'l30E
33.35'
L88
S10'03'580E
16.32'
L89
S13*13'38"W
24.06'
L90
S6228'13"W
66.50'
L91
N6228'13"E
66.50'
L92
N1313'38"E
24.23'
L93
N10'03'58"W
16.32'
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C61
43.81'
81.00'
3059'150
43.28'
N23'00'28"W
C62
31.61'
81.00'
22'21'34"
31.41'
NO3'39'5TE
C63
18.24'
173.50'
6'01'30"
18.24'
S11'49'59"W
C64
25.37'
173.50'
8'22'44"
25.35' 1
SO4'37'51"W
C65
98.21'
173.50'
3225'59"
96.91'
N2556'58"W
C66
84.26'
173.50'
2T49'36"
83.44'
N23'38'47"W
C67
13.95'
173.50'
4'36'23"
13.94'
N3951'46"W
C68
128.21'
226.50'
3225'59"
126.51'
N2556'58"W
C69
54.25'
226.50'
13'43'21"
54.12'
N16'35'39"W
C70
53.80'
226.50'
13'35'32"
53.67'
N30'15'36"W
C71
20.17'
226.50'
5'06'06"
20.16'
N39"36'S5"W
C72
307.70'
378.50'
4635'28"
299.37'
N23'38'10"E
C73
31.10'
20.00'
89'05'52"
28.06'
S0222'58"W
C74
31.42'
20.00'
90'00'00'
28.28'
N87'09'56"W
C75
119.91'
378.50'
18 09'05'
119.41'
N0924'590E
C76
49.53'
378.50'
729'52"
49.50'
N22'14'27"E
C77
1 46.95'
378.50'
7'06'31"
46.93'
N2932'38"E
C78
91.38'
378.50'
13'50'00"
91.16'
N40'O0'54"E
C79
19.70'
20.00'
5625'34"
18.91'
S18'43'OrW
C80
11.40'
20.00'
32*40`170
11.25'
S25'49'49"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C181
81.98,
330.00'
14'14'01"
81.77'
N62-16.29"W
C182
66.71'
320.00'
1156'40"
66.59'
S61-07.48"E
C183
97.59'
970.00'
5'45'52"
97.55'
S69'59'04"E
C184
35.45'
$0.00'
2523'21"
35.16'
N60'10'20'W
C185
32.50'
470.00'
357'45"
32.50'
S49'27'32"E
C186
36.06'
320.00'
627*20"
38.04'
S54'40'04"E
C187
58.46'
830.00'
5'19'01"
58.44'
N5514'14"W
C188
99.06,
170.00'
3323'13'
97.67'
S6916'20"E
C189
33.47'
170.DO'
II'16'45"
33.41'
N8823'41"E
C190
24.50'
280.00'
5'04'28"
24.79'
S8517'33'W
C191
53.14'
220.00'
1350'18*
53.01'
N805438E
C192
69.25'
780.00'
5'05'12"
69.22'
S7632.04"W
C193
81.89'
330.00'
14*13'040
81.68'
S86'I1'12"W
C194
74.07'
1170.00'
3'37'38"
74.06'
S88-31.05-E
C195
21.15'
145.00'
821'27"
21.13'
N8529'23"E
C196
71.56'
165.00'
2450'58"
71.00'
N86'15'52"W
C197
2.62'
81.00'
151'03"
2.62'
S1331'21"E
C198
1.49'
138.50'
036'54'
1.49'
N61'44'S1"W
C199
46.59'
138.50'
19'16'27"
46.37'
N51'48'11"W
C200
1.32'
81.00'
056'03"
1.32'
S20 43'00"W
LEGEND
- - - - - EASEMENT
- - - - SECTION LINE
- - - - - RIGHT-OF-WAY
PROPERTY LINE
NR NOT RADIAL
FE FENCE LINE EASEMENT
TO HOMEOWNER'S ASSOCIATION
U&DE UTILITY AND DRAINAGE EASEMENT
STE SIGHT DISTANCE TRIANGLE EASEMENT
EAE EMERGENCY ACCESS EASEMENT
PAE PEDESTRIAN ACCESS EASEMENT
FOUND ALIQUOT CORNER
AS DESCRIBED
SET ALIQUOT CORNER
AS DESCRIBED
■ FOUND MONUMENT
AS DESCRIBED
.FOUND /4 REBAR WITH
RED PLASTIC CAP
LS 34995
SET 24" OF #4 REBAR WITH A
GREEN PLASTIC CAP STAMPED
KSI, LS 34995
0 CALCULATED POSITION
LOT 10
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C81
10.47'
20.00'
30100'00"
10.35'
N57'09'58"W
C82
20.94'
20.00'
60'00'00"
20.00'
S7750'02"W
C83
266.50'
321.50'
47'29'36"
258.93'
N24'05'14"E
C84
45.19'
321.50'
8*03,10"
45.15'
NG4'22'01"E
C85
64.36'
321.50'
11*28'12"
64.25'
N14'07'42"E
C86
64.36'
321.50'
1128'12"
64.25'
N2535'53"E
C87
30.45'
321.50'
525'34"
30.44'
N34'02'46"E
CBS
62.14'
321.50'
11'04'29*
62.05'
N42"17'480E
C89
31.42'
20.00'
90'00'00"
28.28'
S87'09'580E
C90
31.42'
20.00'
90'00'00"
28.28'
NO2'50'02"E
C91
26.35'
20.00'
75'31'21"
24.49'
N85"35'430E
C92
5.05'
20.00'
1428'39"
5.04'
S4924'17"E
C93
66.48'
191.50'
1953'21"
66.14'
N52'06'38"W
C94
48.08'
130.50'
1953'21"
47.84'
N52'06'38"W
C95
14.77'
191.50,
425'13"
14.77'
N4422'34"W
C96
47.57'
191.50'
14*13'58'
47.45'
N53"42'10"W
C97
4.13'
191.50'
114'D9"
4.13'
N6126'14"W
C98
134.99'
321.50'
24'03'27"
134.00'
S35'48'19"W
C99
35.90'
20.00'
10250'57"
31.27'
S27'38'53"E
C100
278.92'
773.50'
20'39'37"
277.41'
S8924'10"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C201
15.00'
378.50'
2'16'16"
15.DO'
N1721'23"E
C202
7.14'
88.00'
438'44"
7.13'
S0744'35"E
C203
8.76'
105.00'
4'38'44"
8.75'
S07'44'35"E
C204
39.54'
46.00'
49'14'36"
38.33'
S3750'55"W
C205
17.60'
27.00'
3721'25"
17.29'
N4347'31'E
C206
30.39'
43.00'
4030'00"
29.77'
N42'13'13"E
C207
25.78'
30.00'
4914'36"
25.00'
1 S37'50'55"W
BLOCK 7
LOT
< SIGHT DISTANCE
TRIANGLE EASEMENT
DETAIL A
SCALE: 1'-20'
/ BLOCK 9
SIGHT DISTANCELOT I1
- - - - �7R/ANGLE EASEMENT
- - Z37
SPRtj�C C175 ------
�--c �EXDRI�
DETAIL B
SCALE: 1 "=20'
0
LOT 10
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
CH BEARING
C101
66.57'
773.50'
455'51'
66.55'
N82'43'57"E
C102
64.03'
773.50'
4'44'36"
64.02'
N8734'10"E
C103
64.03'
773.50'
4'44'36"
64.02'
S87'41'14"E
C104
84.28'
773.50'
6*14'350
84.24'
S82'11'39"E
C105
6.36'
20.00'
18'12'44"
6.33'
S69-58.00"E
C106
29.54'
20.00'
84'38'14"
26.93'
SIS-32-31"E
C107
130.52'
321.50'
2315'40*
129.63'
S3524'26"W
C108
4.47'
321.50'
0'47'46"
4.47'
S4726'09"W
C109
304.31'
826.50'
21'05'45"
302.59'
S89'11'06"E
C110
33.29'
20.00'
9522'06"
29.58'
S53'40'43"W
C111
34.10'
321.50'
6'04'40"
34.09'
S0257'20"W
C112
40.25'
826.50'
247'25"
40.25'
N81'39'44" E
C113
50.80'
626.50'
3'31'19"
50.80'
N84'49'06"E
C114
50.80'
1 826.50'
3'31'19"
50.80'
NB820'24"E
C115
50.80'
826.50'
3*31'19"
50.80'
S88'08'17"E
C116
52.03'
826.50'
3'36'26"
52.03'
S84'34'25"E
C117
59.61'
826.50'
4'07'58"
59.60'
S80'42'13"E
C118
10.82'
20.00'
31'00'10"
1 10.69'
S85'51'417W
C119
22.47'
20.00'
6421'56"
21.30'
S38'10'38"W
C120
54.18'
1 378.50'
8-12.07"
1 54.14'
SO4'01'03"W
65
/ LOTI
G169 / SIGHT DISTANCE
/ TRIANGLE EASEMENT
Y7 / BLOCK 9
/ LOT 11
/
sPRt,ez-, CREExDRIV
DETAIL C
SCALE: 1"-20'
Steven A �Mb�haR-Of King Surveyors
Colorado R t ofessional
Land Surveyor #34995
%.'&
DATE:
1/8/2013
FILE NAME:
2012526SUB
SCALE:
1 "=50'
DRAWN BY:
CSK
CHECKED BY:
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