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<br /> ALTA / Acsm LAND TITLE SURVEY v I
<br /> mo Associates, Inc. 0 0
<br /> Planning, o 0 0
<br /> A PORTION OF THE SOUTH 1/2 OF SECTION 18, (/ / <Arc�itectu e " D
<br /> �� ' Landscape Architecture o _� Z
<br /> rill Land Surveying A z
<br /> , TOWNSHIP 1 SOUTH, RANGE - 69 WEST OF THE 6TH P.M. Wo�a� _ s .
<br /> 84� E orc aed Suite 20000
<br /> ueYr talo+nd80111 _„- . D C
<br /> CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO VICINITY MAP v2 ,�, m D m
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<br /> 't Tex ""i ait+1�w r r s ' t.}• x 5464.1 i S 59,9 X tii / t.. ., ,/ g x 5459.5 ' ; Iii ` i SITE
<br /> ��� ��, / X5463.5 --., .�.y_ l UTiliTlf EASEMENT r� -� •
<br /> 57.2 x5467.7 x 5467.3 1 ( L�{�J T ,� , 52�. 1,..,‘,"____-
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<br /> x5463,9 PAVED RO�h wrk x5462.5 x5461.5/ �vrR x5460c �R°7 x5459.7 : X i 30' NO BUILD/ T II• ' IliON ND.
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<br /> ' d�30+ 39' # 3" x x 5459.5 x 5459.6 LOT 1f 1-1
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<br /> VT 5465.5 �' ! ! �Mp p /' L�#60.50 , « ��+) X �1 LL.- U L�-�ll VU VU�L V t!"Ui�LEi cry' ^• t; o\tom/ _, / n!' , X FOURTH W F LSU CB�SB#'23 40 E ;i ( 5459.7 y '• I.
<br /> / � �� I + 564.1 / x 5461.4 CL=#58.59' - x 5459.6
<br /> PARCEL K41) t Q . ; §§
<br /> ' Ij r ,,, \ x t h� _ : INGRESS/EGREss aND �/ 1 ,
<br /> ( r > �-� S -4.5 x 5 .3«- - � rt �" ,,,r, , UITUTY EASEMENT i ING5458.5 x i, • g 0= '`b LEGAL DESCRIPTION E
<br /> " "` (� OURTH ° A PART OF CENTENNIAL VALLEY PARCEL 0, FILING NO. 3, SITUATED !N THE SOUTH ONE-HALF1 (
<br /> -..,� , ,,.� _ "2 "". _ . '� ` `1� x 5459.2 \. �,...... . _,, fl� 5455.39
<br /> fi -•+irl� / ► �j ,0 r ` r i OF SECTION 18, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE SIXTH P.M,, COUNTY OF
<br /> ./---------- .�, `�. ` +�� .� ,y N .5 `., \� i F BOULDER STATE OF COLORADO, DESCRIBED AS FOLLOWS:
<br /> x %�' 5465.3 _ ! �s " 1 / ,, �, ' �yc t . • . x5458.9 ,-r/ 1 a
<br /> Sb.S _ � 'I '1`\ '�, -«''' ( i «'''"�� •.,,„Q: F 0,9 t R=719 45' �. r 1 ) COMMENCING AT THE NORTHWESTERLY CORNER OF LOT 11 CENTENNIAL VALLEY PARCEL
<br /> ,_..................._............_.--(k. '' • ,�`„ ►' i / INGRESS/EGRESS AND • �`�. • � •,, L=1 94.63' x 458.5 x „ 5455. ! 0, FLUNG N0.3, THENCE NORTH 38 DEGREES 25 MINUTES X32 SECONDS WEST, A DISTANCE
<br /> / _.. 5458.5 S
<br /> #`3# 5# t „ I i OF 379.82 FEET; THENCE ALONG THE ARC OF CURVE TO THE LEFT THROUGH A CENTRAL 4
<br /> UTILITY EASEMENT x5458.6 -=''""�.. CB==S58'19 04 E
<br /> - toe' / 0...� � ANGLE OF 09 DEGREES 25 MINUTES 50 SECONDS, AN ARC DISTANCE OF 173.40 FEET WITH A ��
<br /> / 28.95 /IA 2 0 5$ } f "" Oj,•a�# �0 X5458.5 •
<br /> 1 j; RADIUS OF 1053.50 FEET, A CHORD BEARING OF NORTH 43 DEGREES 08 MINUTES 27� I
<br /> �`�f 'r r� � R=150.00. ~`''` «� •�� x5458.1 1 FND PIN & CAP SECONDS 41 ST, A DISTANCE OF 173.20 FEET TO THE SOUTHEAST CORNER OF LOT 4, 61`''
<br /> X7.5 ' r INGRESS / EGRESS L==3#•63 I ! ! �,'� �• I ! LS 9329 CENTENNIAL VALLEY FLUNG NO. 3; THENCE ALONG THE EASTERLY UNE OF SAID LOT 4 NE -o
<br /> �.y /� // EASEMENT X C8*�N89'19`12"E x r / 1 ' . ,• X5458.6 X5458.4 X5458.6 I I� FOLLOWING THREE COURSES: 1)' NORTH 41 DEGREES 35 MINUTES 42 SECONDS EAST A
<br /> • ••••••.„,^\\ , // �j lir �'� • / 5463.6 C1=31•51 5461.3/,,, f ,, ;\ • X5458.1 i I DISTANCE OF 41.75 FEET; 2) ALONG THE ARC OFA CURVE TO THE LEFT THROUGH 1 6 I n
<br /> "� � ( ,% r i i X5457.7 ~' �� ,i /"`'-� CENTRAL ANGLE OF 43 DEGREES 07 MINUTES 31 SECONDS, AN ARC DISTANCE 0 2 2 2 �. s
<br /> X 5462.5 \_.._.... \ 8 G o
<br /> '`fid `t +1" / / r , \. 5458.2 X ' / r FEET, WITH A RADIUS OF 2 2.00 FEET, A CHORD BEARING OF NORTH 2Q DEGREES 01 Date R-Z9 9$ 20
<br /> ` ` . '., , / / 1 i 1 �i (` �,/ "`1 'S4S$.. '' '`� + • " I t • MINUTES 56 SECONDS EAST, A DISTANCE OF 207.28 FEET; 3 NORTH 01 DEGREES 31 MINUTES Ut11 o Q o
<br /> (,►, • ! Iro T 4 / ,,� ! '' / / \ X r 3 1 5i SECONDS WEST A DISTANCE OF 28.95 FEET TO THE NORTHEAST CORNER OF LOT 4, SAID Project N '��� o Da
<br /> : / • w 31 /---. .N %..."... .� R.425.74. ��-•\ c ( � POINT ALSO LYING ON THE SOUTH UNE OF LOT 2, CENTENNIAL VALLEY, FILING NO. 4; Drawn 8y: KIP ,- . m
<br /> � I / / `,.../' �l1=43 07 31 / X5457.4 ,-.1 \ . \\.\\-1
<br /> L=197•$7' M,,.../ ; , i THENCE ALONG SAID SOUTH UNE THE FOLLOWING FOUR COURSES: 1 ALONG THE ARC OFA o °<°rli D+
<br /> y ` / i c+;s R�282.Ot7' J if/1
<br /> ��-.,� \ `\ CB�S58'22'42"E -- "".''• 1� +l .i , CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 12 DEGREES 04 MINUTES 88 SECONDS, Checked
<br /> C'? / L2#2.26 x 5456.6 �`• X 5457.-.
<br /> 11 ��,��/ s r• x / ��, `• CL•�#A7.2g .«• • pie
<br /> i� X r AN ARC DISTANCE OF 3I.fi3 FEET, WITH A RADIUS OF 150.00 FEET, A CHORD BEARING OF T1 p ARE SAS OF POW a D .
<br /> X ° 1 / , !� ,` CB=$2010155 5460,5 { f % X 5456.6
<br /> N,s. STAMORY AND O1fER RESt7MFD H1 NORTH 89 DEGREES 19 MINUTES 12 SECONDS EAST A DISTANCE OF 31.57 FEET• 2) NORTH AND NRE PR4IECtED iFr t%1tYrON tA9t545bs 83 DEGREES ifi MINUTES 44 SECONDS EAST A DISTANCE OF 171.89 FEET 3) ALONG THE54- ' 4 - 8 X ► / / I, CL�207.28 t i / ` �� X 5457,5 a KY war NOT of REPRODUCED OR
<br /> \,, ,,, N41' 5 42 E " / t/ . ./ = `, / r ARC OF A CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 30 DEGREES 39 MINUTES USED FOR Mr FUt OMR DE w m D Z
<br /> J2• '� - / I / ' ~ �`�' 1 r``� \! 13 SECONDS AN ARC DISTANCE OF 160.50 FEET, WITH A RADIUS OF 300.00 FEET A CHORD �t3E1ti �• m 03
<br /> 44.75 j ,.� `�,, \ \ 1 �,;
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<br /> /,. / 5456.1 , `, ` CATCH BASIN ; , • BEARING OF SOUTH 81 DEGREES 23 MINUTES 39 SECONDS EAST, A DISTANCE OF 158.59 n I�
<br /> •�..^ `--._ •+,s `` f / , I x 5460.5 / / r x �" "`.�-.�.«-.., s r- RIM 55.33' i ' : ; : I / FEET; 4) SOUTH 66 DEGREES 04 MINUTES 03 SECONDS EAST, A DISTANCE OF 70.66 FEET; T
<br /> 33
<br /> ^`.-`^ "^ / • t ' x5461.7 ./ i / x5456.2 ,/ , 545 w j BTM 50.73' ' i! I THENCE ALONG THE ARC OFA CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 15 0
<br /> -'S l: / x 5461.3 f I t. • ;t,= tif i z
<br /> -.�� ` \\� �+p' :, / r f'" � .."' ,•� ��^., - \,` t�; ' DEGREES 30 MINUTES OQ SECONDS. AN ARC DISTANCE OF 194.63 FEET, WITH A RADIUS OF I D
<br /> '�:� ' ( ! ..... X5455.5 `, 5457.4 X `""' L //� 719.45 FEET. A CHORD BEARING OF SOUTH 58 DEGREES 19 MINUTES 04 SECONDS EAST, A
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<br /> ss. a .«�! STORM INLET / t i / �,/ X5455.5 \., 4 • DISTANCE OF 194.04 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT THROUGH A
<br /> ' /
<br /> ''�' ' :►�/ RIM 61.82' /".-----‘,,,, / / { II
<br /> lir CENTRAL ANGLE OF 15 DEGREES 37 MINUTES 17 SECONDS, AN ARC DISTANCE OF 197.87
<br /> /
<br /> 546 .• •/ j ( ,-f 1 \�`.� FEET vITH A RADIUS OF 725.74 FEET A CHORD BEARING OF SOUTH 5$ DEGREES 22 ' I
<br /> %lin.k.„3:, \ BTM 54.42' / f/ = X x5455.5 �..� SS , �« `�f .;.1:-..• 7;'4'. --414414.. ..1,r � 8 MINUTES 42 SECONDS, A DISTANCE OF 197.26 FEET THENCE SOUTH 66 DEGREES 11MINUTES
<br /> •".%„.%%,,,,, ,,,iN.N.
<br /> 1 5455.5
<br /> STORM MH `'``-,., *• �+�• ' Q=s09'25' " / ;` '..r,,, •
<br /> �"�•., „,..//-*
<br /> `-J • x 21 SECONDS, A DISTANCE OF 117.00 FEET TO A POINT LYING ON THE WESTERLY RIGHT OF
<br /> BURIED *, `` !`'
<br /> R=1053.50 /' ✓ /' '1 `\ �, �,,.,, x5455,1 it".'
<br /> 455. WAY OF WEST DAHLIA STREET; THENCE ALONG SAID RIGHT OF WAY ALONG THE ARC OF ArJ' • / / •' 5456.3 / i `� X 5456,3 ,r. .-.N,\\ L:#'x'3.40 M i ! r j ! X r I \ ; %, . `•fit . �,� * _ ,/ CURVE TO NE RIGHT THROUGH A CENTRAL ANGEL OF DEGREES MINUTES SECONDS, CO
<br /> ''` 4 t CB=N43'0�27 W i / s i �` •. + a AN ARC DISTANCE OF --. FEET, WITH A RADIUS OF 720.00 FEET, A CHORD BEARING OF
<br /> .� STORM I.� T \` s i i i x5455,6 3 \ �` DIRT PILE `'O _ a
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<br /> ',\ `RIt4I 61.95''` _•• C.=#73.20 i J / ,h °� \ .J�` ... DEGREES MINUTES SECONDS, A DISTANCE OF -� FEET; THENCE CONTINUING ALONG r
<br /> �. BM5.95 ( _ ! �� \ ... . "w' �. f'\••:• ..•, .% SAID RIGHT OF WAY SOUTH 29 DEGREES 20 MINUTES 42 SECONDS WEST, A DISTANCE OF z A.
<br /> ,r / / • I 321.55 FEET TO NE NORTHEASTERLY CORNER OF SAID LOT 11• THENCE ALONG THE
<br /> `� ,` ' � STORM MH /( i j� �1 :,, j j t f,....., CATCH BASIN j /''� i4.,
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<br /> .. ,� ♦ .. ` .; / / / f X5454.4 x5454.5 X5454.5 " t N. RIM 55.48' r % 's ( 4 NORTHERLY UNE OF SAID LOT 11 THE FOLLOWING FOUR COURSES: 1) NORTH 60 DEGREES 0 t /
<br /> _ N. `.,t5 BURIED r, / j i # ! t i `3 ; '� ,/f j�. •+Ts s. 39 MINUTES 18 SECONDS WEST, A DISTANCE OF 107.33 FEET; 2) THENCE SOUTH 29 ;� '�''.. �.., t / ( / X ,5456 4 r X ., BTM 49.7$ •/ri ' .. li�8 42 04 �D ° t� � ( 5454.5 DEGREES 20 MINUTES 42 SECONDS WEST A DISTANCE OF 170.00. FEET• 3 THENCE NORTH
<br /> \ +4t �• r5454.3 X ' X �545S,I x jfr�r('; v' R�7'20.00' 60 DEGREES 39 MINUTES 18 SECONDS WEST A DISTANCE OF 231.39 FEET• 4) THENCE ':;. w . ,).\
<br /> t�N'N..�,.. • �.� ( fil
<br /> j L %'�,, .... `•,.".. �`,. 5455.3 /((% r/r , a '- \ • ' / i •� • /i/r ii /^/ t,••#Q9.34 SbUTH 37 DEGREES 12 MINUTES 22 SECONDS WEST, A DISTANCE OF 41.28 FEET TO THE 4• 'j; 'Q
<br /> \ 1 f/ \ i 447,4fi6 }SQUAiF� f Et x5454.5 X5454,3 i //r r i l;(; -4 .S • M POINT OF BEGINNING CONTAINING 447 10. 7 ACRES MORE OR LESS. .. �.`
<br /> I , ( , �, , ,466 SQUARE FEET OR 2
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<br /> \•,.._eo, ' X 1 /'/ f yr' i j; 10.27 9REtEt MORE O f LESS ��,` �� ,� , s o / CB S24'S9 i8 W. �. 1 { , s E I , / , „ t / CL #09 24 Iti ° FU.- .°.i
<br /> •\, + 91 . 461.3 t ; t i
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<br /> N. �- �, w� •\ ; , z - / �,..« ref ;;.1,117 �'' SURVEYOR'S CERTIFICATE ° U
<br /> N. \ 1 `;� ' 10' LANDSCAPE & .•••, 1 : 54X6.8 / i 5454.6 i x5453.5 �`�, •
<br /> ..._., 1r'•• , X5454.2 �i//' ,� � FND PIN & CAP t?
<br /> •�p S,\' 441,, NN,..,.) tt k UTILITY EASEMENT i I ,� x x5453.5 � 9329 I. WARREN L. RUBY, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, ON THE Z I:
<br /> 1D PIN lit,
<br /> ��� +• ` .j i �,......,, 10' SCASTR& SIGNAGE. //1997/1./: r BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, DO HEREBY CERTIFY TO LAND TITLE (9a 0) 0
<br /> 4,9329 \ i \ I 1 i Y / / ,� \ / , f
<br /> ,, 141•\
<br /> i r j` 1 LANDSCAPE & U tTUTY / y/ J l� GUARANTEE COMPANY AND KOELBEL AND COMPANY THAT IN AUGUST 1995 AND ASA • �+ Q 1
<br /> `� 11 i i... i y ! / \, x5453.3 �..`. EASEMENT / fr //.' E"' :3 W• \.,> \ �.,� 1 = I .. { X 45 •>/ , ' ^= ,-, �� ./ l 54 c,4 RESULT OF A SURVEY MADE TO NORMAL STANDARDS OF CARE OF A PROFESSIONAL LAND J �. �,,, I+, ,may.., i °. �. .. f ` : ' . ..-' N ./ /' is►i f J } 1( SURVEYOR PRACTICING IN THE STATE OF COLORADO, THE PROPERTY WAS SURVEYED UNDER W "' IU
<br /> ` °�' ' �~ /� / % ' l "«"��', X5453.5 /ilk/I/% MY SUPERVISION AND TWAT THE SURVEY ON WHICH IT IS BASED WAS MADE IN ACCORDANCE N J �.., ,
<br /> N.N. a 17
<br /> �. tti� �� 1 % i / / 5453.7 { i ,,•'.. / (f / 11 WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS," Q, 0 014 0
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<br /> �` �\;Y `<,:.:.... -''- X 57 / i X X5452.6 ,.� ....t` /� ���J �c� AND ITEMS 1-13 ON TABLE A OF SAID STANDARDS, JOINTLY ESTABLISHED AND ADOPTED „ I^ S
<br /> �' / ' ` .,• ....- / ,/ ,/ /� X5452.5 / // .,/ ./ BY ALTA AND ACSM IN 1992 AND MEETS THE ACCURACY REQUIREMENTS OF AN "URBAN" •J "i I"'• tom' °
<br /> .'• �' : ' «r s X 5452.7 �� r W O
<br /> � , �: (''r�x STORM MH / X5452.5 • \ �Z % 3' CLASS SURVEY, A5 DEFINED THEREIN. DIMENSIONS AND BEARINGS SHOWN ACCURATELY ;
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