|
.):: i'12:. ;11
<br /> I
<br /> t • ;� 1 DEDICATION
<br /> L. _, ' [' KA REPLAT OF THE ENCLA\/ ENOW ALL MEN BY THESE. PRESENTS, THAT THE UNDERSIGNED BEING THE OWNER OF TRACT OF
<br /> o ' aP� z LAND LOCATED 1N A PAPT OF THE SOUTHEAST ONE-QUARTER OF SECTION 12, TOWNSHIP 1 SOUTH,
<br /> 1.
<br /> '' N % :., I Pq6- p ,,, • RANGE 70 WEST OF THE SIXTH PRINCIPAL MERIDIAN AND IN A PART OF THE SOUTHWEST ONE- _. • Af
<br /> - i
<br /> QUARTER OF SECTION 7, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL
<br /> ....f..).4....,1,_ (S _ ‘...:,.2u rH _ ,_.4,,.D�Rr-* ,� 0Ao 538(1 MERIDIAN, ALL WITHIN THE CITY OF LOUISVILLE , COUNTY OF BOULDER, STATE OF COLO-
<br /> ' t' 4,"� RADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
<br /> 1 •�y
<br /> : •I • J, 1 COMMENCING AT THE EAST ONE-QUARTER CORNER OF SECTION 12, TOWNSHIP 1 SOUTH, RANGE T
<br /> •_ �� T\q I ,f High wn = APART 0 F THE S.E. t/4 OF SEC. 12 , T. I S R. 70 W OF THE 6th P• M• A I� {.11 1U WEST OF THE SIXTFI PRINCIPAL MERIDIAN; THf:NCE SOUTH UU°t2'S3" EAST ALONG THE k. . I� I', EAST LINE OF THE SOUTHEAST UNE-QUARTER OF SAID SECTION 12 A DISTANCE OF 915.15
<br /> � ' ° I •' ,p FEET; THENCE SOUTH 89°37'07" WEST A DISTANCE OF 30.00 FEET TO A POINT UN THE ____ c ,:.
<br /> ,' • ' ' + z� A ' �.. ' 1r • t• ;'I .I WESTERLY RIGHT-OF-WAY LINE OF McCASLIN BOULEVARD WHICH IS ALSO THE TRUE POINT OF
<br /> �1 . ) Lolbi; v;Ilel;' : _ i? :1 A PART OF THE S.W. I /4 OF SEC. 7 T. 1 S• R. 69 \\/. OF TI-IE 6th P. lvi . BEGINNING; - -- -
<br /> ^- i ( j 14M51171 c, , > > - � ,� -..
<br /> UI Ifinrprr' j:1':1,,%*,* i
<br /> , I 8 ' z THENCE SOUTH 00°22'53" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF McCASLIN
<br /> '���� : • �' �� CITY OF LOUISVILLE, COUNT T OF 60ULDE " STATE OF COLO " ADO BOULEVARD BEING ALSO PARALLEL WITH AND 30.00 FEET WEST OF SAID EAST LINE OF THE.�' 4•., : ,',.,'!
<br /> P ! :.4 ' y ^ . . SOUTHEAST ONE-QUARTER OF SECTION 12, A DISTANCE OF 805.44 FEET TO A POINT OF
<br /> C 1 1 ' •' .:• `• ' +L..ii..Ir.11 e' :?' CURVATURE ; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF
<br /> c„ r '4"i."*.'"I �E►.. •�:: 1060.00 FEET AND A CENTRAL ANGLE OF 30°35'21" A DISTANCE OF 565.94 FEET; THENCE .
<br /> �/ (� ��: , .., DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE OF McCASLIN BOULEVARD ALONG THE
<br /> 0`c e+= r ::M FOLLOWING TWENTY-EIGHT (28) COURSES;
<br /> / : E 1/4 COR. SEC. 12, T IS, R7OW •
<br /> 1) SOUTH 59°01'40" WEST A DISTANCE OF 72,18 FEET;
<br /> e.` also being the 2) THENCE SOUTH 86°54'00" WEST A DISTANCE OF 650.99 FEET;
<br /> ' "+'''� ' TRUE POINT OF , w 1/4 COR. SEC.7, T IS, R69W
<br /> 'o3) THENCE NORTH 72°39'00" WEST A DISTANCE OF 226.99 FEET;
<br /> TME ENCLAVE , .,., ::::: r.� •
<br /> ' I4) THENCE NORTH 79°57'32" WEST A DISTANCE OF 246.66 FEET;
<br /> ` i "" BEGINNING N (END 31/4"ALUM CAP IN RANGE BOX
<br /> ' � - 5) THENCE NORTH 85°46'48" WEST A DISTANCE OF 107.00 FEET;
<br /> t.....f'--')
<br /> �NL.S."54296i THENCE_ SOUTH 88°15'5O" WEST A DISTANCE OF 258.33 FEET;0 • 0l1 r 0 7; THENCE NORTH 75°46'34" WEST A DISTANCE F 79.34 FEET;ti . - o O
<br /> m1 (�I • ,� I cn I p1 THENCE NORTH 31°U7 43 WEST A DISTANCE OF 92.14 FEET'TO A POINT OF
<br /> (° J~i 1 . S 89°3707" W CURVATURE WHENCE THE RADIUS POINT BEARS SOUTH 65°21'41" EAST;
<br /> w) c° / - _ • • •� 30.00' 9) THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE, CONCAVE SOUTHEASTERLY
<br /> • 3 HAVING A CENTRAL ANGLE OF 47°47'38" AND A RADIUS OF 62.71 A DISTANCE OF
<br /> ?Al I / � . N 45°50'36" E t I 52.31 FEET TO A POINT OF TANGENCY;
<br /> • 10) THENCE NORTH 72°25'57" EAST A DISTANCE OF 45.65 FEET TO THE BEGINNING OF
<br /> c_nI 173.37 I A NON-RADIAL CURVE WHENCE THE RADIUS POINT BEARS NORTH 17°33'50" WEST, A
<br /> 13' _ ,-, E i n I I DISTANCE OF 187.41 FEET;
<br /> 9
<br /> "" CHERRY STREET 7" rl,V(I 16 N 71°26'09" E R6 I ' 11) THENCE ALONG THE ARC OF SAID CURVE, CONCAVE NORTHERLY AND HAVING A i'
<br /> / ,', h '� F,1i. <ti CENTRAL ANGLE OF 10°25'05" AND A RADIUS OF 187.41 FEET, A DISTANCE OF
<br /> ,l 85.19' ' 34.08 FEET TO THE END OF SAID NON-RADIAL CURVE;
<br /> �,% o I I 12) THENCE NORTH 58°16'52" EAST A DISTANCE OF 89.36 FEET TO A POINT OF
<br /> ° -) I ! ,. ° ° N 77°18'41" E 1'S 13) THENCEALONGTHE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF •
<br /> \ IF's 14°43'27" AND A RADIUS OF 252.15 FEET A DISTANCE OF 64.80 FEET TO A
<br /> s ..ti �. I �,>>,ri,'r, 280.72' �4 •'
<br /> 7�vtie,ral„ •
<br /> \. - I' ; N 52°I4'07" E .32-1G52 °' POINT OF REVERSE CURVATURE ;
<br /> 14) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF
<br /> .N. 5g 15 ; "�, 30 9c, 14°56'30" AND A RADIUS OF 189.93 FEET A DISTANCE OF 49.53 FEET TO A
<br /> _. i' - 1 ,,,:',7'' '' ' rncc0N( ROAD _ I_ 22.29' 11?Ae ; n cl POINT OF TANGENCY
<br /> •. - IN
<br /> ✓ •1 j , „ ; ;-, N� 35 15) THENCE NORTH 62°11'31" EAST A DISTANCE OF 268.52 FEET;
<br /> '"'' N 38°53 36 E 1og0g n n "m " 16) THENCE NORTH 59°38'54" EAST A DISTANCE OF 160.11 FEET;
<br /> ,_----- ('' 't` /
<br /> 105.42' • �p �o N 33 '-'4452-4
<br /> `t 34 8°1 17) THENCE NORTH 53°44'28" EAST A DISTANCE OF 146.89 FEET;
<br /> 32 '°N oa z 18) THENCE NORTH 57°22'22" EAST A DISTANCE OF 53.79 FEET;
<br /> VICINITY M ,p N z _ •
<br /> � NOTES 19) THENCE NORTH 37°13'14" EAST A DISTANCE OF 180.91 FEET TO A POINT OF
<br /> �/ o " s 31 ''- z 2a �m CURVATURE;
<br /> �P .J N 21 4443 E :/ � I 1 . BASIS -OF BEARING IS THE EAST LINE OF THE
<br /> „ , , °�� ,9>Q 5226 25� 85.00 85.00 7500 ss T 20) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF
<br /> SCALE I = 2 000 �'� 3 1,6 3 °� s' 60°12'58" AND A RADIUS OF 130.50 FEET A DISTANCE OF 137.15 FEET 70 A `
<br /> • 9°„,'59., 00( N N 89°37'07" E 285.00 N SOUTHEAST ONE-QUARTER OF SECTION 12, TIS, POINT OF TANGENCY; 3
<br /> et�\ �? STN e- + 135.00 150.00 o R7OW OF THE ,6TH P.M. WHICH BEARS SOUTH 21) THENCE NORTH 22°59'44" WEST A DISTANCE OF 42.04 FEET TO A POINT OF 1
<br /> �„ N ' 00°22' 53" EAST AS PER A MAP OF SURVEY CURVATURE;
<br /> (� 3 0 90.00 i � 95.00 r\ 3 22) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 5 jGI
<br /> Q O 5.00} 23.56 ` ` Mh O I PREPARED JULY, 1983 BY DAVID R. BROEMSEN, 44°44'27" AND RADIUS OF 84.38 FEET A DISTANCE OF 65.89 FEET TO POINT
<br /> �_ \ AL.44°44'27" 8 'J.? L T N �' ,
<br /> N s 73.4 , gyp• �•0$ I 'PLS #19589 FOR LOUISVILLE ASSOCIATES , INC. OF TANGENCY; I C.
<br /> �` R=84.38' /5935'6" E ,`' ; $ 1 rJ �1 ^ 23) THENCE NORTH 21°44'43" EAST A DISTANCE OF 31.63 FEET; U 11 ,
<br /> ��{�.J ,S' r. m o 8 W c 1 o W F i •
<br /> 24) THENCE NORTH 38°53'36" EAST A DISTANCE OF 105.42 FEET; S7
<br /> 1, /91 N �. 6 L=65.89 14 Na J = N1 2. ALL LOT RADII AT INTERIOR STREET INTERSEC- • 25) THENCE NORTH 52°14'07" EAST A DISTANCE OF 22.29 FEET; RI 's
<br /> " o -I 0 TIONS ARE FIFTEEN FEET (15 ' ) UNLESS OTHER- 26) THENCE NORTH 77°18'41" EAST A DISTANCE OF 280.72 FEET; m
<br /> ?� 27) THENCE NORTH 71°26'09" EAST A DISTANCE OF 85.19 FEET;
<br /> _ I N 22°59'44" W 29 °
<br /> o N 89.37'07" E ��, WISE NOTED.
<br /> i -
<br /> ''j
<br /> ` 42.04' o _ „ z 105.00 g o N Rs•:7 07 E__ 28) THENCE NORTH 45°50'36" EAST A DISTANCE OF 173.37 FEET TO THF TRUE POINT
<br /> --a QQ / O I. 11s n i1 1t .00 N�* I -
<br /> Qi- OF BEGINNING.
<br /> �.i.--
<br /> 0=60°12,58„ N 89'37'07' E N N N 69.37'07" E $ $ 01°
<br /> wN LENGTHS DISTANCES SHOWN UN CURVES ARE ARC SAID PARCEL OF LAND CONTAINS 25.553 ACRES.Ile.2o N tns.00 16 00 o
<br /> ° 0 t
<br /> R-1 3 O.5 O' o N o W In rn 2 `/ HAVE LAID OUT, PLATTED AND SUBDIVIDED THE SAME INTO LOTS, BLOCKS AND TRACTS AS SHOWN
<br /> co st o J 13 N Oz 11 THIS SYMBOL "0" INDICATES SET NO. 5 REBAR ON THIS PLAT UNDER THE NAME AND STYLE OF "THE ENCLAVE" AND BY THESE PRESENTS DO
<br /> L=137.15' ^ 28 Z U o d N 89.37 07" E N �_ GRANT TO THE CITY OF LOUISVILLE FOR THE PERPETUAL USE OF THE PUBLIC TRACTS A & B AND
<br /> "1LOC rirn 105.00 ° N 89.37'07" E I J WITH PLASTIC CAP MARKED L.S. #17508 EXCEPT STREETS AND UTILITY EASEMENTS HEREON SHOWN.
<br /> .__ 82.,s 7 o W 1. .00 tip? AS NOTED.
<br /> ° 1 ., s 6i,� ro V 108.578.. E 0 $ z a °�ti` u OWNER
<br /> N 37 1314 E t, / 4...'..54„E. ° . 1 4 o dpaP ,
<br /> A. 2s e g N J 0 3 g ,_ 5. EASEMENTS EIGHT FEET (8 ) IN WIDTH ALONG THE ) )
<br /> I80.9I ,,, ti a 0 a cn CO Ci STREET RIGHT-OF-WAY OF THE PLAITED LOTS AS RB DEVELOPMENT , ,INC. i
<br /> N N 89.37'07" E
<br /> s 27 o 12 1os.on Z ma- Cr L'J SHOWN ON THIS PtAT ARE GRANTED FOR INSTAL- / 4' 1 ,
<br /> CO S�. h� N W N 89•:7'07" E - U (-- BY : ( '
<br /> h ,�•� . ss�., 0/ N 115.00- ; �•c�a CATION, USE AND REPLACEMENT OF UTILITIES �;. ( . r, _r
<br /> l N 57°22'22" E ��'1' 3>'2* ^'� © 2S 25 " Ucn0r _ SUCH AS UNDERGROUND TELEPHONE, T. V. AND Rb�ERT B . BRISNEHAN , PRESIDENT DENNIS 'A. fdfM, SECRETARY
<br /> a`P �°� °3J F 18 n N � QN ,, Z <i ELECTRIC CABLES, AND GAS PIPELINE, AND ARE
<br /> .•�1`,� 53.79 .''3,r, /°',0e26 �\ho° \ ' s�B• m 8•, . �No _J SUBJECT TO USE FOR OTHER UNDERGROUND UTILITY
<br /> ��i� .. �o 'a,sFl9 11 r \ 4 c\ " 0/ h z° �_
<br /> o CO' v� 4,�o s s s•• A n 4 SERVICE LINTS FOR INDIVIDUAL LOTS AND FOR NOTARY :
<br /> `-) N 53 44'28 E -�), 7,4,, 0h. so. A.-/.1.* '''j e s4 SURFACE USE AND WALKWAYS AND DRIVEWAYS
<br /> N, 146.89' • 6,'°2�?s 25 o?js• e� '?-\` , �� h 7 .� 868• /s�m3,l� U I �� PROVIDED THAT THEY CROSS AT SUBSTANTIALLY STATE OF COLORADO)
<br /> G •2 F ' h a•. RIGHT ANGLES TO THE FRONT LINE AND DO NOT )SS
<br /> J h6 h 10 ° 14; 'z" F 0 EXCEED TWENTY-SIX FEET (26' ) IN WIDTH AND COUNTY OF BOULDER )
<br /> • 100 50 0 100 200 �' • \ �o,� ��• y ., 19 M g �4 e
<br /> �J` 6 2!�2�, 0h SSD• !� N cv/ h� hh o �� r I
<br /> •
<br /> SCALE = 100 I PROVIDED FURTHER THAT WATER METERS , VALVES,
<br /> C�� N 59°38'54" E `� °; 0h� '�s'�� �' Sg'•1e'°q" E 46 STREET LIGHT OR POWER POLES MAIL BOXES THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF '
<br /> J -5� s 24 4 0y e 153.78 G N N• 30 , 11
<br /> 160.11' e�• so., °�/\ J F 6,,° n g 5 A= 4°3005, TREES OR SHRUBS SHALL NUT BE PLACED IN SAID 19 , BY ROBERT B . BRISNEHAN , PRESIDENT , AND DENNIS A. DRUMM, SECRETARY, OF
<br /> ,c ) �� 2 EASEMENT. RB DEVELOPMENT , INC.
<br /> �0 F�2 2 8 ° Q' 9 r v W " a0�1. r R= 1060. 0
<br /> N 62°I 1'31' E 2 \� eo ,., 0�. ���G-' s' ss 20 5. N r L= 83.28 III
<br /> ' ( \ 23 !. c :1'? 9O.
<br /> '1, el 23.56 114.56 i C= 83.26
<br /> `V 6. ALL REAR OR SIDE LOT LINES ABUTTING THE
<br /> 268.52' 6 ss .
<br /> m `�/,�' e 0h. •6' /•, N q, �� � ,
<br /> ,,,1J. o , N85.07'00" E �- WEST " c1i I SUBDIVISION BOUNDARY HAVE A 10WIDE WITNESS MY HAND AND SEAL. MY COMMISSION EXPIRES THE. - DAY OF .
<br /> • 2`' m ".6- 7-
<br /> e, ti"P. ?s / s 8 126.84 N 85°07'00" � c \ EASEMENT FOR DRAINAGE AND UTILITY PURPOSES. 19 .
<br /> • 62' 26 •/ so. 4DcV rn 19 4.00 rn
<br /> • 0=14°56'30" r•JO 2,. 22 � � ?S/0"ep ''�o\ ��� � EN��F''�E WAY oV! ` =26°05'?_ " 7. ALL INTERIOR LOTS HAVE AN 8' WIDE CASEMENT mull '
<br /> ,L=14°43127" f��h o °
<br /> :.
<br /> R=252.1 5' R=189.93 ''''-‘-, -
<br /> 571
<br /> F �' N 114.58 ss�2�0 �.� ', R-1060 00, ALONG THE REAR LOT LINE FOR DRAINAGE AND _
<br /> pp h• 7 23.56
<br /> L-49,53' S '3.1 <v a.� L= 482 36 UTILITY PURPOSES IN ADDITION TO THOSE SHOWN NOTARY PUBLIC al 7.
<br /> L=64.80' - \6\66 W o w /$2es4° f /� sss. \-\ "Arr o �` 1 C=x+78 50 IN PLAN. k'
<br /> TRACT806m 0 , SURVEYOR 'S CERTIFICATE : w
<br /> a o N- o, / 'a• cP ti.
<br /> a( o0 1
<br /> • N 58°16'52 ' E �. 29R 1.806 ACRES n
<br /> �. 19 N F ° o 1 8. ALL LOTS SHALL HAVE A 2.5 SIDE LOT EASEMENT -
<br /> 89.36' Z �O -t\ s 18 ov oN N0( o ` - FOR DRAINAGE PURPOSES IN ADDITION TO THOSEF
<br /> • 5�' '�• z 21 25 pR41NAGE8UTIUTY ESMT. ` I , D.M. PHILLIPS, A PROFFSSIONAI_ LAND SURVEYOR IN THE STATE OF COLORADO DO II( RI BY
<br /> o p //s,
<br /> � J, Z �� 6 s; z' Nes;O9:�0" E ` SHOWN OR DESCRIBED ABOVE. CERTIFY THAT THE SURVEY OF "THE" F:N(;LAVF " WAS MADE 11NDI R MY SUPERVISION ANI) THAI ! HIIV
<br /> 0=10°25 05 9s ° 20 oo'E
<br /> G p o0 1 N7e..,t o �� \ ACCOMPANYING PLAT ACCURATELY AND PROPERLY SHOWS SAI U SUIIO l U 1 S I ON .
<br /> R=187.41' a5• 4e m °, iN
<br /> L=34.08' o=`� 17 ?s m 2,.05
<br /> /°.h � .
<br /> 8 WEST + g3:2o 200.\ 14.3,----- E n Z N 86.54'00" E 370.16 128.16 2 „ O \ 9. TRACT "A' SHALL BE A DRAINAGE AND UTILITY CA` I_MCN I . �I / ���,
<br /> \6 o SO•q S5.7g 14 5 0Q" E N ,35.54 �- -T - 80.00 90.00 `: L/,, ��' • -
<br /> 6\ N 89.32'44" E 6' 6 0'51' 82.00 I ,4 ` - '�L,�/" - t���--
<br /> „ _ S 7g° 1A 0 ; _ N 10. DEVELOPMENT SHALL OCCUR UNDER THE TERMS OF DUWAYNE M�"PHILLIPS R G -LAND SURVEYOR NO. 932
<br /> N 72°25 57 E Zo 261.63 1 P' 4s'oo ' N =,-54.�A cJ 4' S 84'08'0J, E
<br /> 45.65' 2 . 445 _ �, o° 21172-----
<br /> 11,33
<br /> • PINE---------(2'9 ._____CE._ s o S� '� 00 G$ \ 1 � \ ) "THE ENCLAVE" SUBDIVISION AGREEMENT EXECUTED
<br /> 4 ,,20.31 CO�RT " gi.7 2`p5 3 �� 3 oN 2 oN ,� ( \ \ BY R B DEVELOPMENT IN CONJUNCTION WITH THIS
<br /> -,. •
<br /> • CI
<br /> ,° 55.10 �� 4.4-2 � 60.0000, •s ryt 4 • .-- o" o` �a0 ,;" � PLAT.
<br /> A=47047'38"38" DAT E
<br /> F. - W x'99 r Z z
<br /> 16 ' zl o S \ \
<br /> PLANNING COMMISSION CERTIFICATE:
<br /> _ R=62.71 6 W 28.73 / •1 -
<br /> ti
<br /> L=52.31' 6\„,0 t So a iN w N 1 1 C S gs'e0' 29.47 99.00 90.00
<br /> .35 101 \
<br /> �I
<br /> 3 til
<br /> _ = N '\ 15 /h. 14 - " > \, ,,, 0*N N 86 5a_oo" E ____ 69' �' APPROVED BY THE PLANNING COMMISSION OF THE CITY OF LOUISVILLE THIS �O / //) DAY
<br /> b ^ m a (9
<br /> ' N 31 °07 ' 43" W 13 a 12 N w �, ' ?e 23•1.20 °s J�, \ -
<br /> = z o a J n ee35 \ \ OF P1GlIF ill Uu� 19 � , BY RESOLUTION N0. :_� (�
<br /> 9 2.14' / 91.69
<br /> S
<br /> .-_ / Z °`ti ee.3 " 90.00 s'o f : r
<br /> 79. , try0 5 55.51 S 1 J• \\ \ P \
<br /> 34 • 2 8.33 O 107.00 •
<br /> O' 26.95 /p•es9q FL� /N 75°46 ' 34" Wgff S 88° 15 ' 50" W 104.97 �' 10 W o a 4 (s1 I ‘\12AC4s0CL--(-1
<br /> . ''''''-- .. __.„) .
<br /> ATTEST:� �j,�,�sj ,�"-' -.. 8.33 N 79057 123.83 '� ^� a $ $ a •o0 5 ''0�� I 'Cam ��CHAIRMANSE RETAkY
<br /> - __ 79.34 25 0 „ 32,. / 9 a •N o n 7 o h 6 •,- 1 I
<br /> N B,5 46 48 W 246 66 W 'lgso 2 n " 8 a� •D Z i�� \$ .1
<br /> h1iY107.00 N ° Z \ \
<br /> S:' -_I �' �� r 10� z Z z 139.49 - 231.58 ' F•
<br /> ! NO , r
<br /> nn '''-554_ 0d� CITY COUNCIL APPROVAL:
<br /> `� 226`' 00'� I�9 98.24 -,,3r n0 S 86054 ' 00" W 650.99 �o� ' '\ '
<br /> 99 ►Y J I
<br /> 5 \ IN ACCORDANCE WITH CRS 13-80-105.3 APPROVED BY THE CITY COUNCIL OF LOUISVILLE THIS / DAY OF / ? ��.I, a ,� n ,,
<br /> \ .
<br /> E; ;-w: I
<br /> 19 8Y RESOLUTION NO
<br /> - "NOTICE: According to Colorado law you must 1
<br /> \ commence any legal action based upon any defect ti /J
<br /> _ in this surveywithin three
<br /> �� years after you ATTEST: / . :', ), , . -
<br /> co Ft `J iv , � ,-. , I ` �1 first discover such defect. In no event, MAYO CITY CLERK
<br /> �W ro may any action based upon any defect in
<br /> ct N this survey be commenced more than ten years
<br /> ` CURVE TABLE ro from the date of the certification shown CLERK AND RECORDER'S CERTIFICATE: )'
<br /> "'o hereon".. -
<br /> NAME DELTA RADIUS ARC LENGTH CHORD BEARING CHORD z STATE OF COLORADO)
<br /> Cl 90°00 ' 00" 125 . 00 196 . 35 N 44°37 ' 07" E 176 . 78
<br /> 40° ' 32" 225 . 00 157 . 77 N 19°42 ' 23" E 154 . 56 )SS
<br /> co C2 o COUNTY OF BOULDER)
<br /> le IPI
<br /> tti= ...� C3 132°53 ' 39" 200 . 00 463 . 89 S 26°39 ' 10" E 366 . 68 I :
<br /> C4 55° ' 0 ' 39" 200 . 00 192 . 61 S 12° 1 2 ' 1 9" W 183 . 25 " - SE COR. SEC 12,TIS, R7OW I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED IN MY OFFICE AT R4%OG O'CLOCK.
<br /> CS 77°43 ' 00" 200 . 00 271 . 28 S 54° 14 ' 30" E 250 . 96
<br /> c!so being the M. , THIS /y�'7DAY OF ��ne,44/•• , 1919, A. D. , AND IS DULY
<br /> - --• C6 25°37 ' 00" 175 . 00 78 . 24 N 87025 ' 30" E 77 . 59
<br /> C7 91 °47 ' 00" 125 . 00 200 . 24 N 41 °00 ' 30" E 179 . 51 SW COR SEC. 7, TIS, k69W '
<br /> if -CORDED IN PLAN FILE Pte/ fi- eZs
<br /> (END 3 ALUM. CAP IN RANGE BOX) A'./.47/ + /vas
<br /> CB 28°35 ' 15" 125 . 00 62 . 37 N 09°24 ' 37" E 51 . 72 •
<br /> C9 24°05 ' 08" 150 . 00 63 . 06 N 11 °39 ' 41 " L 62 . 39 ;
<br /> • -- PREPARED BY: FEES PAIL: /p, DO •
<br /> ecce on.� 8'98/7/
<br /> ROCKY MOUNTAIN CONSULTANTS INC. (,.,_ /�
<br /> /8301 E. PRENTICE AVE. ENGLEWOOD, CO. 80111 ECR fichs � Ep Y
<br /> REC RD R D,
<br /> EP
<br /> DATE: 10-26-87 JOB NO: 0092-011.01
<br /> •
<br /> /,s- 1 F - 4 ‘2. .
<br />
|