HomeMy WebLinkAboutHARMONY RIDGE FILING 2 - Filed S-SUBDIVISION PLAT - 2005-05-24JVARM0A7YRIDG.E FILING 2
Part of the West Half of the Northwest Quarter (W1 /2NW1 /4) of Section Three (3), Township Six North (T.6N.), Range Sixty-nine West (R.69W.) of the 6th P.M.,
City of Fort Collins, County of Larimer, State Of Colorado
STATEMENT OF OWNERSHIP AND SUBDIVISION:
h hundersigned,ein owners of the followin described land; Know all men b these resents that the b
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A parcel of land being a part of the West Half of the Northwest Quarter (W1/2NW1/4) of Section Three (3),
Township Six North (T.6N.), Range Sixty-nine West (R.69W.), Sixth Principal Meridian (6thP.M.), City of Fort
Collins, County of Lorimer, State of Colorado and being more particularly described as follows:
COMMENCING at the Northwest Comer of said Section 3 and assuming the North line of said NW1/4 as
i Grid Bearing f h Colorado State Plane Coordinate System, North
bearing North 89'40 52 East, being a G d Bea g o the Co o ad ys ,
Zone, North American Datum 1983/92, a distance of 2640.39 feet with all other bearings contained herein
relative thereto:
THENCE North 89'40'52" East along the North line of the NW1/4 of said Section 3 a distance of 417.60 feet
to the TRUE POINT OF BEGINNINQ
h 1'1 ' W distance f 4 .21 feet to the Norther) bank of the Trilby Lateral; THENCE South 0 0 03 West a d sta ce o 29 y y ,
The next Fifteen (15) courses and distances are along the Northerly Bank of the Trilby Lateral:
THENCE South 63'12'25" East a distance of 164.11 feet;
THENCE South 82"9'10" East a distance of 66.91 feet;
THENCE North 7733'58" East a distance of 97.85 feet;
THENCE South 10'03'28" East a distance of 69.28 feet;
THENCE South 32'59'11" East a distance of 80.70 feet;
THENCE South 54'57'04' East a distance of 63.18 feet;
THENCE South 6714'39" East a distance of 49.47 feet;
THENCE South 75'26'47" East a distance of 49.01 feet;
THENCE South 18'47'49" East a distance of 57.81 feet;
THENCE South 33'14'48" East a distance of 49.95 feet;
THENCE South 58'46'03' East a distance of 50.24 feet;
THENCE South 70'08'46" East a distance of 58.94 feet;
THENCE South 75*12'17* East a distance of 121.52 feet;
THENCE North 88'56'27" East a distance of 51.45 feet;
THENCE North 73'06'43' East a distance of 90.98 feet to the East line of the W1/2NW1/4 of said Section 3;
THENCE North 00'07'06' East along the East line of the W1/2NW1/4 of said Section 3 a distance of 845.86
feet to the North line of the NW1/4 of said Section 3;
THENCE South T '40'52" West along the North line of the NW1/4 of said Section 3 a distance of 902.58 feet
to the TRUE POINT OF BEGINNINQ
The above described tract contains 14.100 acres, more or less.
The undersigned 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 Harmony Ridge Filing 2, subject to oil easements and
rights -of -way now of record or existing or indicated on this plat.
RTIFICATE OF DEDICATI
The Undersigned Does Hereby Dedicate And Convey To The City Of Fort Collins, Colorado, For Public Use,
Forever, The Streets And 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.
MAINTENANCE GUARANTEE
The Undersigned Hereby Warrants And Guarantees To The City Of Fort Collins, For A Period Of Two (2) Years
From The Date Of Completion And First Acceptance By The City Of The Improvements Warranted Hereunder,
The Full And Complete Maintenance And Repair Of The Improvements Constructed Under The Authority Of This
Plat. This Warranty And Guarantee Is Made In Accordance With The City Of Fort Collins 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 Undersigned 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 Undersigned Shall Also Correct And Repair, Or Cause To Be Corrected And Repaired, All Damages To
Sold Improvements Resulting From Development -Related Or Building -Related Activities. In The Event The
Undersigned Fails To Correct Any Damages Within Thirty (30) Days After Written Notice Thereof, Then Said
Damages May Be Corrected By The City And All Costs And Charges Billed To And Paid By The Undersigned.
The City Shall Also Have Any Other Remedies Available To It As Authorized By Law. Any Damages Which
Occurred Prior To The End Of Said Two (2) Year Period And Which Are Unrepaired At The Termination Of Said
Period Shall Remain The Responsibility Of The Undersigned.
PAIR GUARAN
iZTiIK'�P.,i
All Persons Take Notice That The And Developer Or Owner Has Executed Ce
rtain 9
Documents Pertaining To
P / This Development Which Create Certain Rights And Obligations Of The Development, The Developer And/Or
Subsequent Owners Of All Or Portions Of The Development Site, Many Of Which Obligations Constitute
Promises And Covenants Which Run With The Land. The Said Documents May Also Be Amended From Time To
Time And May Include, Without Limitation, The Development Agreement, Site And Landscape Covenants, Final
Site Plan, Final Landscape Plan, And Architectural Elevations, Which Documents Are On File In The Office Of
The Clerk Of The City Of Fort Collins And Should Be Closely Examined By All Persons Interested In Purchasing
An Portion Of The Development Site.
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DATE: ' iJ
NOTARIAL /C�ER/TIFICATE
STATE OF�Dr,24 )
1 ss.
COUNTY OF kdr(rr d r )
The foregoing instrument was acknowledged before me this i4
day of 2004 .
My commission expires 1s ,2AI- oG
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Witness my hand and official seal. :(SE'Rt� "
BLIC
Notary Public
LEINHOLDER
HOMI
1MlI_1We7A3t17
STATE OF(_afQrtZllU )
ss.
COUNTY OF Ldr-I n B r )
The foregoing instrument was acknowledged before me this_
LZ— day of 6.drl I 20Q_T__
My commission expires to -aA V_ 04
Witness my hand and official seal.
Notary Public
DATE: y 1f as—
The Undersigned Does Hereby Agree To Hold The City Of Fort Collins, Colorado, Harmless For A Five (5) Year
ATTORNEYS CERTIFICATION:
Period, Commencing Upon The Dote Of Completion And First Acceptance By The City Of The Improvements
Constructed Under The Authority Of This Plat, From Any And Ali Claims, Damages, Or Demands Arising On
I hereby certify that this Subdivision Plot has been dui executed as required pursuant to Section
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Account Of The Design And Construction Of Public Improvements Of The Property Shown Herein; And The
2.2.3(C)(3)(o) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all
i r Repairs T i Public Improvements, To Include Without
Owner Furthermore Commits To Make Necessary epa s o Said ub c p
persons signing this Subdivision Plat on behalf of a corporation or other entity are dui authorized
p g g p Y Y
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FillEmbankments,i h ros Pans Sub Drains Culverts Walls And
Limitation The Roads Streets,s Ditches, es Cross
Dosed upon the records of the
signatories under the laws of the State of Colorado. This Certification is p P
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Bridges Within The Right -Of -Way Easements And Other Public Properties, Resulting From Failures Caused By
Clerk and Recorder of Lorimer County, Colorado as of the date of execution of the plot and other
Design And/Or Construction Defects. This Agreement To Hold The City Harmless Includes Defects In Materials
information discovered b me through reasonable inquiry and is limited as authorized b Section
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And Workmanship, As Well As Defects Caused By Or Consisting Of Settling Trenches, Fills Or Excavations.
2.2.3(C)(3)(f) of the Land Use Code.
Further, The Undersigned Warrants That He/She Owns Fee Simple Title To The Property Shown Hereon And
Agrees That The City Of Fort Collins Shall Not Be Liable To The Undersigned Or His/Her Successors In
Attorney. DOUGLAS DUMLER
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,
Address: 125 SOUTH HOWES #800
The Changing Of Courses Of Streams And Rivers, Flooding From Natural Creeks And Rivers, And Any Other
FORT COLLINS, CO 80521
Matter Whatsoever On Private Property. Any And All Monetary Liability Occurring Under This Paragraph Shall
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Be The Liability Of The Owner. I Further Warrant That I Have The Right To Convey Said Land According To
Registration No. 19574 /
7
This Plat. The Obligations Of The Undersigned Pursuant To The "Maintenance Guarantee" And "Repair
!/
Guarantee" Provisions Set Forth Above May Not Be Assigned Or Transferred To Any Other Person Or Entity
Unless The Warranted Improvements Are Completed By, And A Letter Of Acceptance Of The Warranted
Improvements Is Received From The City By, Such Other Person Or Entity.
APPROVED AS TO FORM, CITY ENGINEER:
By the City Engineer of the City of Fort Collins, Colorado this day of
Apr: I A.D., +�.
PLANNING APPROVAL
By the �Diirr�ecjt�or of Planning of the City of Fort Collins, Colorado
this day of A.D., 20
erector of Planning
C CI
'S STATEMENT:
I, Steven A. Lund, a Colorado Registered Professional Land Surveyor, do hereby state that this
Subdivision Plot was prepared from an actual survey under my personal supervision, that the
monumentation a$ -indicated hereon were found or set as shown, and that the forgoing plot is an
accurate represt"tation there6f all thlis to the best of my knowledge, information and belief.
Steven A. Lund,-' J Behalf dWing Surveyors, Inc.
Colorado Registeined'�Profe9siondf
Land Surveyor M 34995
1.) All tracts and private drives are to be owned and maintained by the HOA.
2.) No element of the building structure for the Townhomes in Lots 46 - 59 shall extend in any
way into the Utility Easement at the front of said Lots 46 - 59.
3.) No lots shall be allowed vehicular (driveway) access off of Fromme Prairie Way.
According to Colorado law, you must commence any legal action based upon any defect in this
survey within three years after you discover such defect. In no event, may any action based upon
f i rcommenced more than ten ars after the date of the certificate shown
an defect in this survey be
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hereon. 13-80-105 C.R.S.
TITLE COMMITMENT NOTE
Thisr n constitute a title search b Kin Surveyors Inc. to determine ownership or
survey does of Y 9 Yw P
easements of record. For all information regarding easements, rights -of -way and title of records,
King Surveyors Inc. relied upon Title Policy Number L879261BO3-4, dated November 9, 2004 at 7:29
A.M. as prepared by First American Heritage Title Company to delineate the aforesaid information.
ASIS OF BEARIN
Assuming the North line of the Northwest Quarter (NW1/4) of Section 3, T.6N., R.69W., as bearing
North 89'40'52" East, being a Grid Bearing of the Colorado State Plane Coordinate System, North
Zone, North American Datum 1983/92, a distance of 2640.39 feet with all other bearings contained
herein relative thereto.
LOT AREA
LOT
SQUARE FEET
ACRES
LOT 1
5,743 sq.ft.
0.132 acres
LOT 2
4,297 sq.ft.
0.099 acres
LOT 3
4,693 sq.ft.
0.108 acres
LOT 4
5,150 sq.ft.
0.118 acres
LOT 5
4,931 sq.ft.
0.113 acres
LOT 6
4,357 sq.ft.
0.100 acres
LOT 7
4,268 sq.ft.
0.098 acres
LOT 8
4,216 sq.ft.
0.097 acres
LOT 9
4,206 sq.ft.
0.097 acres
LOT 10
4,166 sq.ft.
0.096 acres
LOT 11
4,244 sq.ft.
0.097 acres
LOT 12
4,159 sq.ft.
0.095 acres
LOT 13
4,129 sq.ft.
0.095 acres
LOT 14
4,129 sq.ft.
0.095 acres
LOT 15
4,129 sq.ft.
0.095 acres
LOT 16
4,105 sq.ft.
0.094 acres
LOT 17
4,871 sq.ft.
0.112 acres
LOT 18
5,093 sq.ft.
0.117 acres
LOT 19
5,219 sq.ft.
0.120 acres
LOT 20
5,370 sq.ft.
0.123 acres
LOT 21
4,576 sq.ft.
0.105 acres
LOT 22
4,682 sq.ft.
0.107 acres
LOT 23
4,302 sq.ft.
0.099 acres
LOT 24
3,956 sq.ft.
0.091 acres
LOT 25
3,890 sq.ft.
0.089 acres
LOT 26
4,022 sq.ft.
0.092 acres
LOT 27
4,776 sq.ft.
0.110 acres
LOT 28
4,161 sq.ft.
0.096 acres
LOT 29
4,175 sq.ft.
0.096 acres
LOT 30
4,161 sq.ft.
0.096 acres
LOT 31
4,222 sq.ft.
0.097 acres
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.
LOT AREA
LOT
SQUARE FEET
ACRES
LOT 32
4,467 sq.ft.
0.103 acres
LOT 33
4,041 sq.ft.
0.093 acres
LOT 34
4,064 sq.ft.
0.093 acres
LOT 35
4,063 sq.ft.
0.093 acres
LOT 36
4,063 sq.ft.
0.093 acres
LOT 37
4,203 sq.ft.
0.096 acres
LOT 38
4,898 sq.ft.
0.112 acres
LOT 39
4,007 sq.ft.
0.092 acres
LOT 40
4,007 sq.ft.
0.092 acres
LOT 41
4,054 sq.ft.
0.093 acres
LOT 42
4,204 sq.ft.
0.097 acres
LOT 43
4,530 sq.ft.
0.104 acres
LOT 44
4,050 sq.ft.
0.093 acres
LOT 45
5,379 sq.ft.
0.123 acres
LOT 46
3.322 sq.ft.
0.076 acres
LOT 47
3,322 sq.ft.
0.076 acres
LOT 48
3,322 sq.ft.
0.076 acres
LOT 49
3,323 sq.ft.
0.076 acres
LOT 50
3,323 sq.ft.
0.076 acres
LOT 51
3,323 sq.ft.
0.076 acres
OT 52
3,322 sq.ft.
0.076 acres
OT 53
3,322 sq.ft.
0.076 acres
OT 54
3,322 sq.ft.
0.076 acres
OT 55
3,020 sq.ft.
0.069 acres
OT 56
2,727 sq.ft.
0.063 acres
OT 57
2,661 sq.ft.
0.061 acres
OT 58
2,624 sq.ft.
0.060 acres
OT 59
3,298 sq.ft.
0.076 acres
TRACT TABLE
TRACT
SQUARE FEET
ACRES
DESCRIPTION
TRACT A
30,292 sq.ft.
0.692 acres
ACCESS, DRAINAGE & UTILITY EASEMENT
TRACT B
1,910 sq.ft.
0.043 acres
DRAINAGE & UTILITY EASEMENT
TRACT C
11,702 sq.ft.
0.292 acres
DRAINAGE & UTILITY EASEMENT
TRACT D
16,846 sq.ft.
0.386 acres
ACCESS, DRAINAGE & UTILITY EASEMENT
TRACT E
208,044 sq.ft.
4.776 acres
DRAINAGE & UTILITY EASEMENT
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__ ----- HARMONY ROA
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NOR7HBANK
TRILBYLATERAL
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VICINITY MAP
(NOT TO SCALE)
DATE:
06-01-04
FILE NAME:
2004176SUB
SCALE:
1"-50'
DRAWN BY:
BTB
CHECKED BY:
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PROJECT #:
2004176
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2426 COGO CHECK
JKA 4/19/05 SHEET 1 OF 3
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AORIFILING 2
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Part of the West Half of the Northwest Quarter (W1 /2NW1 /4) of Section Three (3), Township Six North (T.6N.), Range Sixty-nine West (R.69W.) of the 6th P.M.,
City of Fort Collins, County of Larimer, State Of Colorado
5S 0� , g 69
,
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YI NORTHWEST CORNER I I
�P SEC. 3, T.6N., R.69W.
FOUND #6 REBAR WITH A
2 1/2" ALUMINUM CAP STAMPED LS
17497 AND 2001 IN MONUMENT BOX `
----- (POINT OF COMMENCEMENT)
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*SEE PAGE 1 OF 3 FOR
LOT AREAS
LINE TABLE
LINE
BEARING
LENGTH
Ll
S82-19'10'E
66.91'
L2
S10'03'28"E
69.28'
L3
S54-57'04"E
63.18'
L4
S67.14'39"E
49.47'
L5
S75'26'47"E
49.01'
L6
S18'47'49"E
57.81'
L7
S33'14'48"E
49.95'
LS
S58'46'03"E
50.24'
1_9
S70'08'46"E
58.94'
L10
N8B'56'27"E
51.45'
L11
N73'O6'43"E
90.98'
L ft 40'S
Steven A. Lund-bh 6$hd9f of King Surveyors, Inc.
Colorado Registered Professional
Land Surveyor # 34995
BASIS OF BEARINGS
Assuming the North line of the Northwest Quarter (NW1/4) of Section 3, T.6N., R.69W., as bearing
North 89'40'52" East, being a Grid Bearing of the Colorado State Plane Coordinate System, North
Zone, North American Datum 1983/92, a distance of 2640.39 feet with all other bearings contained
herein relative thereto.
LEGEND
BUILDING ENVELOPE
- - - - - - - - EASEMENT
CENTERLINE
ALIQUOT LINE
- RIGHT-OF-WAY
PROPERTY LINE
R RECORDED
P PLATTED
M MEASURED
UE UTILITY EASEMENT
DE DRAINAGE EASEMENT
LS LANDSCAPE EASEMENT
AE ACCESS EASEMENT
PAE PUBLIC ACCESS EASEMENT
NR NON -RADIAL
FOUND ALIQUOT CORNER
AS DESCRIBED
SET ALIQUOT CORNER
AS DESCRIBED
■ FOUND #4 REBAR WITH A ORANGE
PLASTIC CAP STAMPED LS 5028
UNLESS OTHERWISE NOTED
SET 24. OF #4 REBAR WITH A
RED PLASTIC CAP STAMPED
KSI, LS 34995
0 CALCULATED POSITION
REFERENCE MONUMENT TO
WEST QUARTER CORNER
SEC. 3, T.6N., R.69W.
FOUND 2 3/8" PIPE WITH A
3 1/4" ALUMINUM CAP STAMPED
WC W1/4 S 3 T.3N., R.69W.
LS 17497 AND 1987
S24.17'15"E
71.79' -
REFERENCE MONUMENT TO
WEST QUARTER CORNER
SEC. 3, T.6N., R.69W.
FOUND 2 3/8" PIPE WITH A
3 1/4" ALUMINUM CAP STAMPED
WC W1/4 S 3 T.3N., R.69W.
LS 17497 AND 1987
G
EXISITING
--------_60' ROW_ 30'
-------417.60' -- ----
-To,
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rS 4 WEST SIXTEENTH CORNER
SEC. 3, T.6N., R.69W.SET 30- OF / Q
LINE OF 000 ALUMINUM CAP STAMPED PER BLM AR NTH A 3 1/4-
NORTH
THE NWl/4 �j w s�
---REQUIREMENTS AND LUND LS 34995 �
TRUE POINT OF (BASIS OF BEARING)
BEGINNING N89'40'S2"E 2640.39'
__—___—___—___—___
_ — _
----------------1320.21 -
1320.18' S89040'52"W 902.58'--------------
1
2
3
4
TRACT E
45
44
43
42
TRACT A
41
40
5 39
6
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N77'33'5'8"E
97.8, ' ;
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REC' NO. 97006009___�' l
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10
11
2'59'11"E
80.70'
to,
6
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/
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WEST QUARTER CORNER
SEC. 3, T.6N., R.69W.
FOUND R.R. SPIKE PER
MONUMENT RECORD
N89.46'22•E 1321.81'
----- -' --- TRACT /
57 58 59 O \\\� /l / �y // /
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36 P)WRIERIDGEDR.
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27 TRACT D 93
26 25 004,
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21 100
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17 18 19 TRACT 7 102 \
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FOUND #4 REBAR
WITH A YELLOW 'y 104
PLASTIC CAP
TRACT E STAMPED LS 31169 10$
7R/L6Y 1A7ERAL O/TCff
L9 51512'1 E ,� \`�`.`�EATERECTNO 97006002 106
21. S2. L1
Y, __ ________________�\\ 108
L10 1 , 109/
EAST LINE OF THE �\
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I EASEMENT jA4 6F ` \\
REC. NO. 9700600-T ,
EASEMENT j2 6F `
REC. NO. 97006009
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a l I /REC NO. 97006009
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CENTER -WEST SIXTEENTH CORNER
SEC. 3, T.6N., R.69W.
SET 30. OF #6 REBAR WITH A 3 1/4"
ALUMINUM CAP STAMPED PER BLM
REQUIREMENTS AND LUND LS 34995 1
N89.46'22"E 1322.05'
-----------------------
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,1/4 R 69'W .
SEC 34, T •7N •,
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NORTH QUARTER CORNER
SEC. 3, T.6N., R.69W.
FOUND 2 1/2" PIPE WITH A
3 1/4" ALUMINUM CAP STAMPED
LS 20123 AND 1989 IN
MONUMENT BOX - — - - —
F_
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CENTER QUARTER CORNER
SEC. 3, T.6N., R.69W.
FOUND 1 1/4" BRASS WASHER STAMPED
LARIMER COUNTY SURVEYOR ON A 1"X1"
"T" POST UPGRADED WITH 30" OF #6
1 REBAR WITH A 3 1/4" ALUMINUM CAP
STAMPED PER BLM REQUIREMENTS AND
95
-------- - LUND LS 349------
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DATE:
06-01-04
FILE NAME:
2004176SUB
SCALE:
1"-100'
DRAWN BY:
BTB
CHECKED BY:
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PROJECT #:
2004176
2
r! 1 2^cJ.. 2426
4 AL 6 COGO CHECK
n JKA 4/19/05 SHEET 2 OF 3
MA
ry
2
11ARM0A7YRIDGKFILI_zVG 2
Part of the West Half of the Northwest Quarter (W1 /2NW1 /4) of Section Three (3), Township Six North (T.6N.), Range Sixty-nine West (R.69W.) of the 6th P.M.,
City of Fort Collins, County of Larimer, State Of Colorado
CURVE
TABLE
CURVE
LENGTH
RADIUS I
DELTA
CHORD
CH BEARING
C1
56.11'
53.00'
60-39'20"
53.52'
S30'38'48"E
C2
29.16'
215.00'
7'46'19"
29.14'
S64'51'37"E
C3
117.39'
300.00'
22.25'13"
116.64'
S57'32'10"E
C4
30.20'
300.00'
5'46'06"
30.19'
S49'12'37"E
C5
181.71'
52.50'
198'18'48"
103.66'
S47'03'43"W
C6
144.12'
351.00'
23'31'29"
143.11'
S45'32'38"E
C7
71.97'
351.00'
11'44'51"
71.84'
N39'39'19"W
CS
72.15'
351.00'
11'46'38"
72.02'
N51'25'04"W
C9
49.54'
175.00'
16'13'08"
49.37'
N49-11'49"W
C10
57.76'
166.42'
19'53'13"
57.47'
N51'01'51"W
C11
198.55'
330.00'
34'28'20"
195.57'
N72'26'42"E
C12
23.56'
15.00'
90'00'00"
21.21'
N44-40'52"E
C13
23.56'
15.00'
89.58'37"
21.21'
N45'19'49"W
C14
15.77'
10.00'
90.19'51"
14.18'
N16.08'23"W
C15
15.21'
10.00'
87'09'18"
13.79'
N72.36'11"E
C16
23.67'
15.00
90'25'46"
21.29'
N45'05'47"W
C17
14.15'
39.50'
20.31'37"
14.08'
N09.56'41"E
C18
2.16'
39.50'
3*08'12"
2.16'
N01.14'58"E
C19
11.99,
39.50'
17'23'24"
11.94'
N11'30'47"E
C20
153.56'
86.50'
101'42'33"
134.17'
N30'38'53"W
C21
37.98'
86.50'
25'09'19"
37.67'
N07.37'50"E
C22
35.07'
86.50'
23.13'41"
34.83'
N16.33'40"W
C23
35.63'
86.50'
23'35'57"
35.38'
N39'58'29"W
C24
44.88'
86.50'
29'43'36"
44.38'
N66'38'16"W
C25
14.15'
39.50'
20'31'37"
14.08'
N71'14'16"W
C26
5.39'
39.50'
7'49'01"
5.38'
N77'35'34"W
C27
8.76'
39.50'
12.42'36"
8.74'
N67'19'46"W
C28
13.71'
39.50'
19.53'13"
13.64'
N51.01'51"W
C29
10.89'
39.50'
15'48'04"
10.86'
N53'04'26"W
C30
1 2.82'
39.50'
4'05'09"
2.82'
N43'07'49"W
C31
29.11'
27.50'
60'39'20"
27.77'
N30.38'48"W
C32
21.08'
277.50'
4'21'10"
21.08'
N63.09'03"W
C33
106.95'
322.50'
19'00'04"
106.46'
N55'49'36"W
C34
12.42'
322.50'
2'12'22"
12.42'
N64'13'26"W
C35
43.01'
322.50'
7'38'32"
42.98'
N59'18'00"W
C36
43.03'
322.50'
7'38'43"
43.00'
N51.39'23"W
C37
8.49'
322.50'
1•30'29"
S.49'
N47'04'48"W
C38
1 23.56'
15.00'
90'00'00"
21.21'
N88'40'27"E
C39
55.91'
197.50'
1613'08"
55.72'
N49'11'49"W
C40
12.71'
197.50'
3.41'14"
12.71'
N42.55'52"W
C41
43.20'
197.50'
12'31'54"
43.11'
N51'02'26"W
C42
132.57'
328.50'
23.07'24"
131.68'
N45.27'57"W
C43
49.35'
328.50'
8'36'29"
49.31'
N52'43'24"W
C44
34.69'
32B.50'
6'03'02"
34.67'
N45'23'39"W
C45
48.53'
328.50'
827'53"
48.49'
N38'08'12"W
C46
1 46.00'
162.50'
16'1SOB"
45.85'
N49'11'49"W
C47
47.04'
363.50'
7.24'53"
47.01'
N53-35'56"W
C48
16.29
5.29'
176.26'03"
10.57'
N41-53'28"E
C49
83.43'
287.50'
16'37'39"
83.14'
N54.38'23"W
C50
6.90'
2.50'
158'08'02"
4.91'
N37'58'46"E
C51
24.66'
15.00'
94'11'25"
21.97'
NO3'25'16"W
C52
7.65'
277.50'
1'34'47"
7.65'
N5118'22"W
C53
24.70'
312.50'
4'31'43"
24.69'
N49'49'53"W
C54
17.31'
5.71'
173'36'59"
11.41'
N45'37'29"E
C55
46.96'
363.50'
7'24'07"
46.93'
N37'28'57"W
C56
i .0U.11'
4,00
1 198.18'48"
78.98'
N47'03'43"E
C57
259.59'
75.00'
1W!8'53"
148.09'
N47'03'41"E
C58
18.27'
75.00'
13.57'38"
18.23'
N40.45'42"W
C59
34.85'
75.00'
26'37'30"
34.54'
N61'03'16"W
C60
34.85'
75.00'
26'37'30"
34.54'
1 N87'40'46"W
C61
34.91'
75.00'
26.39'44"
34.59'
N65'40'37"E
C62
34.91'
75,00'
26.39'50"
34.59'
N39'00'51"E
C63
36.25'
75.00'
27'41'45"
35.90'
N11'50'041
C64
38.00'
75.00'
29'01'50"
37.60'
N16'31'44"W
C65
20.3O'
75.00'
15'30'35"
20.24'
N38'47'57"W
C66
7.25'
75.00'
5-32'31"
7.25'
N49'19'30"W
C67
23.48'
12.00'
112'05'45"
19.91'
NO3.59'34"E
C68
222.53'
304.50'
41*52'16"
217.61'
N64.36'34"E
C69
12.60'
304.50'
2*22'18"
12.60'
N44'51'36"E
C70
62.38'
304.50'
11'44'14"
62.27'
N51'54'52"E
C71
52.39'
304.5O'
9'51'24"
52.32'
N62'42'40"E
C72
1 52.21'
304.50'
9'49'26"
52.15'
N72'33'05"E
C73
42.95'
304.50'
8'04'54"
42.92'
N8130'15"E
C74
275.48'
355.50'
44'23'58"
268.64'
N65'52'25"E
C75
12.13'
355.50'
1'57'18"
12.13'
N4439'05"E
C76
42.51'
355.50'
6*51*03"
42.48'
N49'03'15"E
C77
43.00'
355.50'
6'55'48"
42.97'
N55.56'41"E
C78
43.00'
355.50'
6'55'44"
42.97'
N62'52'27"E
C79
43.00'
355.50'
6'55'51"
42.98'
N69'48'15"E
C80
1 43.00'
355.50'
6*55'48"
42.97'
N76'44'04"E
C81
48.86'
355.5O'
7.52'26"
48.82'
N84*08,11"E
C82
9.42'
8.00'
67'29'34"
8.89'
N33'51'S6"E
C83
6.85'
304.50'
1.17'18"
6.85'
N89-02'13"E
LEGEND
BUILDING ENVELOPE
- - - - - - - - EASEMENT
CENTERLINE
ALIQUOT LINE
RIGHT-OF-WAY
PROPERTY LINE
R RECORDED
P PLATTED
M MEASURED
UE UTILITY EASEMENT
DE DRAINAGE EASEMENT
LS LANDSCAPE EASEMENT
AE ACCESS EASEMENT
PAE PUBLIC ACCESS EASEMENT
NR NON -RADIAL
FOUND ALIQUOT CORNER
AS DESCRIBED
SET ALIQUOT CORNER
AS DESCRIBED
. FOUND #4 REBAR WITH A ORANGE
PLASTIC CAP STAMPED LS 5028
UNLESS OTHERWISE NOTED
SET 24" OF #4 REBAR WITH A
RED PLASTIC CAP STAMPED
KSI, LS 34995
0 CALCULATED POSITION
LINE TABLE
LINE
BEARING
LENGTH
L1
S82'19'10"E
66.91'
L2
S10'03'28"E
69.28'
L3
S54'57'04"E
63.18'
L4
S67.14'39"E
49.47'
L5
S75'26'47"E
49.01'
L6 I
S18'47'49"E
57.81'
L7
S33'14'48"E
49.95'
LB
S58'46'03"E
50.24'
L9
S70'08'46"E
58.94'
L10
N88'56'27"E
51.45'
L11
N73'06'43"E
90.98,
L12
N89'40'52"E
19.51'
L13
N89'40'52 E
9.14
L14
N60.58'28"W
31.06'
L15
N89'40'52"E
9.34'
L16
N73'23'39"E
16.67'
L17
N57'18'23"W
4.55'
L18
N57'18'23"W
4.55'
L19
N67'36'43"E
17.49'
L20
N60'58'28"W
20.00'
L21
N51'55'30"W
26.61'
L22
N 51'S5'30 W
25. 17'
L23
N30'36'04"W
5.18'
L24
N69'41'59"E
31.92'
L25
N7337'42"E
31.22'
L26
N57'16'12"W
6.15'
L27
N46'19'33"W
45.03'
L28
N41.05'15"W
30.38'
L29
N60.58'28"W
14.53'
L30
N89'40'52"E
30.00'
L31
N89'40'52"E
6.49'
L32
N69'41'59"E
24.94'
EXISITINN
60' ROW
4.50' -0
30' o
O
i 25 0 50 100 150
SCALE IN FEET
co'
Cos
Steven A. Lund-On'Be6* of"king Surveyors, Inc.
Colorado Registered Professional
Land Surveyor # 34995
ASIS OF BEARIN
N
of
N
A� 69A .
NORTH LINE of
THE N Wt /4
C
OW
- - - - - - - (BASIS OF BEARING)
N89'40'52"E 2640.39'
TRUE POINT OF 4.50'
BEGINNING 1320.18' S89040'52"W 902.58'
(CENTERLINE OF ROAO) i FROMMFPRAIRIE WAY 597.87' (CENTER[/NE OF ROAOJ ' 4.
} } 304.79" 25.5' ROW
25.50' 30' ROW JPAE 25.5' ROW 2OVE 557.16' 10.00' JPAE- _
ISPAE �� N7
264.94' 20NE _ _ O ry _ _ _ - -
'` - - - ----- - -- -- - -- -- 41.48'-
193.96' TO. 98' } 'J C+ T 6 00' 30.00' 30.00' 30.00' 30.OQ' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00 30.00' 33.00'z 33.00'
1903 _ _I IsT' I 18 8.01' 10.00 1a.00' 10.00' z o o 0 - 0 5.67' o
-- - - - - --
20UE (TmJ T- rn 0 0 0 00 0 O ;�. 0 O 00 00I Oo O � ��,�j1'� O h o00 'n 0O N I o
01 41 LOT 1 o N I P LOT 45 o o s o�sty W 0 a d- (o_ o_PV ao 0o un
IO o 0 0� o 0 0 0 f f
0 o O N o l Jt*-&oE m m a °p o 0o W ao o I OD ti m a oo tM;. W 0 00eh , Woo : ui �=. + o; Fm (in W I (7YP.J £ f fr f H f f Er F F E~ f f E~ f h f Er F [►� Q m co'n O o ��'p�� L I Do
- _N89'40'S2'�� I L N89'40'S2"E f 0 l � f l f 0 �l P � /95n> IVV✓,o_ m)� a
3 86.00 " ro N T 81.00' J l�/`� 17.00' 33_00' 141.4B'
• t J'L1EiOE "O ^ O I L 3LE4.OE J N N,+--'_� N N N N N N N N N � � (�J �/i L� �16 N89'43'S1 "E 91.4B'
Ia O N U 101,
N N N N N N N N N
h <v (rm) m � a 01 (Tm.) o 0o cn v! AU u, u! v, cn cn v! A w
C,j to q LOT 2 Q9i g LOT 44 0 /88/ %85.9 %85/ /845 f�jj �ZS 31"E N89 a1'2o"E c's 5LE
4708 �0�0' 30.01 30.00' 30.00' 30.00' 30.00' 30.00' 30.00 30.00 LZq N77 38 47.95'
=-N89.40'52'E _ ^ I N89'44'52"E_ - �67 S89.40 52 W 90.00 S89'40'52"W 90.00' S89'40'52"W 90 00' N6974e; \ \Z 53�0 II Ira I 3
,3 IT luf
93.00' _ U I -- 81.00' L23 Y9• (rm) (TmJ (rm) �5�?6 \°', I Imo-
S • ( $ I / / 39 s° w .12, \� \ \' I IN LOT 32 r` g
LOT 3 n0i .� / / °0'\ o� s F� A FMuA°r£ ORI4r M NO2yi a \ a� \ o LOT 33 Im o
�• 4715 IU LOT43 �ry// ACCESS TRACTA TRACTA �y�? \\\� \ \\f II kca p h
10' 7/PIT6?Y1A)7RAL EASEMENT
\ �OEO/C4 PER PLAT
\
S63,??SF \\\\
Assuming the North line of the Northwest Quarter (NWi/4) of Section 3, T.6N., R.69W., as bearing
North 89'40'52" East, being a Grid Bearing of the Colorado State Plane Coordinate System, North
Zone, North American Datum 1983/92, a distance of 2640.39 feet with all other bearings contained
herein relative thereto.
WEST SIXTEENTH CORNER
SEC. 3, T.6N., R.69W.
SET 30" OF #6 REBAR WITH A
3 1/4" ALUMINUM CAP STAMPED
PER BLM REQUIREMENTS AND
LUND LS 34995 - - - -
1
_ N89'40'52"E I 472� JQ) / 5 G15 N63 (AE,DE&6 q0'� \\-P \ \��LOT 34 \ o I n 18Q2 Z - - - - - - -
-- "u;\ ��/ /�"LOT42 /� hm s\�7'�g, Jt/E yy`�i5 \ LOT35\ \`�-�J( � \ \0�08 1 -
io1.1a' -- -1 \ / / � p. / es3� w (rm) � �•b? \ \s. ms \ \ - - csi
\ N 33.5' 0 37 \ / / / ^ / NS9. \ 's, 1820 \ \'o 1814 'rzo u 2
o LOT 4 4721
9 L f 5
10�� 3'UE�DE � 25.50'
e / ? d° \ 7. LOT36 \ o mJ
13 ° �°'sB. 74s .o^ / LOT41.,ti\d PRAIRIFRIDGEDRIT/i
/ 0I G�
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/ yp vz� (?gam \ // //// 9� / ( J \ \o. i'i� <1 (TmJ C73 C83
LOT 5 02s hg. c� hy. °32 / 4750 h/ /o° J1 EME / \r \ / ° j�RI� - - - - I - - - - - -
S �1 , \ C2 r 34 o /h' / \ \jy 1832 g8 G02
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4733 \(r4 c3\ / / LOT 39 / so\ \ , /6 ZIP
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a LOT 6 / e Tm R c� (TmJ G1 1 I W
,or ti /�i I821 r N 1 LOT 31
0G1 41Y J uEe \ O £ 1 0
LOT 7 ��/ / \As ° s \ // LOT 38 0/ 1 / r m.J \ ?, 1 o
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LOT 27 .� // sR TRACT D y�c 93
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\ 10' 7XILBYLATRAL EASEMENT J` �° %' Gy ry / \SS9• a)
�OEO/CRIED PER PLAT �i. 5/ /ro' 48Z7 \B Gh G / y \ \°4• (rm)
LOT 16 ,,* // \ �s9 c61 J P)£
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6
EA91WNr/1 0E l l
REC. NO. 97006003 � l
/ o /
/ o!
/
COGO CHECK
JKA 4/19/05
77.83'
TRACT E
(DE&UE�
` 10. 7R/LBY LAITRAL EASEMENT
OEOI6,47EO PER PLAT 64.97
121.52,
L10
i
EASEMEN7 /2 0� I
REC. NO. 976MOOJ__`,�
I
FOUND #4 REBAR WITH A YELLOW
i PLASTIC CAP STAMPED LS 31169
7R1'LBY LATERAL 01TOY
TA.T H-C. AS R70060 2
� AT REC. NO. 97006002
\ I \
I \
I �
EA. rwwr /v OF
REC. NO. 9700600J \
M 1� I4,e,6
DATE:
06-01-04
FILE NAME:
2004176SUB
SCALE:
1"=50'
DRAWN BY:
BTB
CHECKED BY:
SAL
J
04
J
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Of�N
LLI ui
LI_
0 O
W
0 fn
0
00 Yfn
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-
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J NI--
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MOf
= (7)
G
0
J
Q
Q
0
0
PROJECT #:
2004176
3#
SHEET 3 OF 3