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<br /> DEDICATION
<br /> CLERK AND RECORDERS CERTIFICATE
<br /> Know all men by these presents that McStain Enterprises,
<br /> STATE OF COLORADO) Inc. , a Colorado corporation, being the owner of that real
<br /> )ssSUNDANCE SECOND FILING PARTIAL REP1__ AT property of 4.8200 acres described as follows:
<br /> COUNTY OF BOULDER)
<br /> 2 14,‘
<br /> }� All that portion of Sundance Second Filing, according
<br /> gli)
<br /> to the plat recorded in planfile 15-2-11 and 12 of the
<br /> I ERE Y CE TIFY THAT THIS PLAT WAS FILED IN MY OFFICE A 0' LOCKZ
<br /> .M. THE DAY OF A RE SU B D I V I S ION OF A PORTION OF SUN DANCE SECOND FILING
<br /> , 1985, AND IS D LY R DED IN PLANFILE • •4 , � ?7� , RECEPTION N0. Boulder County, Colorado records, located in Section 7,
<br /> . FEES PAID 710.0 0 LOCATED IN SECTION 7 TOWNSHIP I SOUTH RANGE 69 WEST OF THE 6TH. P.M. Township 1 South, Range 69 West of the 6th P.M" , City of
<br /> > > > Louisville, County of Boulder, State of Colorado described
<br /> 4b C ITY OF LOUISVILLE COUNTY OF BOULDER STATE OF COLORADO. as follows: Commencing at the Southwest corner of said
<br /> �, > > Sundance Second Filing, thence North 00° 54 ' 07" West, 114" 60
<br /> RE RDER DEPUTY feet along the Westerly line of said Sundance Second Filing;
<br /> thence North 25°00 ' 00" East, 70. 00 feet along the Westerly
<br /> MAYORS CERTIFIC E line of said Sundance Second Filing to a point on the
<br /> centerline of West Hemlock Drive in said Sundance Second
<br /> THIS IS TO CERTIFY THAT THE CITY OF LOUISVILLE, COLORADO, BY RESOLUTION NO. Il0 OF ITS CITY Filing, the TRUE POINT OF BEGINNING; thence along the
<br /> COUNCIL ON THE - � DAY OF 1 ..L. - , 1985, ADOPT AND APPROVE THE WITHIN PLAT AND ACCEPT THE Westerly line of said Sundance Second Filing the following
<br /> DEDI AT-ON HERE S WN. courses; thence North 25°00 ' 00 East, 25.00 feet; thence
<br /> n. • 89 feet alongthe arc of a curve to the left
<br /> Easterly, 152.
<br /> k )yy,, �. to a point tangent, said curve having a radius of 120.00
<br /> MAYOR CITY CLERK feet, a central angle of 73°00 ' 00" and is subtended by a
<br /> chord that bears North 78°30 ' 00" East, 142. 76 feet; thence
<br /> t. .:3, __.�_._ North 42°00 ' 00" East, 20.00 feet; thence North 48°00 ' 00"
<br /> is, '- `' - West, 40.00 feet; thence North 04°00 ' 00" West, 65. 00 feet;
<br /> / \ ( Mc STAIN ENTERPRISES, NL thence North 42°00 ' 00" East, 76 .85 feet;
<br /> CURVE TABLEthence North
<br /> E ANNI► BOARD CERTIFICATE \ CURVE CHORD BEARING DELTA RADIUS LENGTH EXTERNAL TANGENT
<br /> 27°30 ' 00" East, 92 .96 feet; thence North 62° 32 ' 32" East, `_,
<br /> / p 151. 13 feet, thence North 00°54 ' 07" West, 125.00 feet;
<br /> R CURVE DATA 1 N 850 10'21" M (11.93) 110 27'33" 225.00 45.00 1.13 22.58 thence North 35°00 ' 00" East, 85.00 feet; thence North . - '''''')
<br /> THIS IS TO CEng/ THAT THE WITHIN PLAT WAS APPROVED BY THE PLANNING BOARD OF THE CITY OF LOUISVILLE, N 33°08' 43"E \ 2 N Io° 10'21" M (18.991 78° 32'27" 15.00 20.56 4.38 12.26
<br /> COLORADO ON THE C DAY OF CH = S 73°5242"E 377.67' 3 N 060 26'16" M (26.53) u° 04'19" 137.50 26.57 0.64 13.33 68°00 ' 00" East, 70.00 feet; thence North 33°08 ' 43" East, I
<br /> Lau. �. , 1985, BY RESOLUTION N0. 33.54 / \\ A = 34°02'50" 4 N 140 48'05" N (13.57) 050 39'19" 137.50 13.52 0.17 6.79 33. 54 feet to a point on the Southerly line of West Pine
<br /> 5 N 06° 42'31" M (12.36) 48° 40'32" 15.00 12.74 1.46 6.87
<br /> / R=645.00 Street in said Sundance Second Filing; thence leaving said •
<br /> ~ -..„,„ L=383.28 6 N 130 17'03» E (30.51) 350 31028" 50.00 31.00 2.50 16.02 Westerly boundary, Easterly, 383 . 28 feet along the arc of a
<br /> SET o 12 UTILITY 7 N 21° 40'00" M (29.551 34° 22'39" 50.00 30.00 2.34 15.47
<br /> cru ✓'�. R)
<br /> \(4.+V'.=- ;A:EMe,ENT 8 N 56° 02'39" M (29.55) 34° 22'39" 50.00 30.00 2.34 15.47 curve to the left and along the Southerly line of said West
<br /> CHAT RSON °� •
<br /> ;.' , ��__ 9 S 850 41'15" E (44.59) 08° 5742" 64.50 44.60 0.39 22.31 Pine Street to a point on the Westerly line of South Polk
<br /> S CRET 1 �` ti ~\`\ • 10 S 860 13'11" M (35.10) 41° 0540" 50.00 35.86 3.40 18.47
<br /> 000 0 �0. �� ---__ _ __ Avenue in said Sundance Second Filing, said curve having a
<br /> N6a SET : :.,.•;. - --0 11 N 890 59'23" M (12.36) 480 40'32" 15.00 12.74 1.46 6.78 0 , "
<br /> N6;0 / 17 \� �� 12 S 80° 54'47" E (62.87) 05° 35'13" 645.00 62.89 0.77 31.47 radius of 645.00 feet, a central angle of 34 02 50 and is
<br /> oO 5.15 9 5 UTILITY •
<br /> 10• ' " EASEMENT \\ 13 S 75° 42'23" E (54.32) 04° 49'37" 645.00 54.34 0.57 27.18 subtended by a chord that bears South 73°52 ' 42" East, 377.67
<br /> 14 S 70°° 02'43" E (53.09) 04° 43'03" 645.000 55.03 0.59 26.51 feet; thence South 00°54 ' 07" East, 318.81 feet along the
<br /> h355 i
<br /> . iSET • 6.45 ' r 15 i Westerly line of said South Polk Avenue to a point on the
<br /> 10 I �S // I 16
<br /> 17 S 60° 03'33"N 80° 615E (76.86) 06 19'55" 50.00 615.00 76.91 9.41
<br /> 1.0.15 38.50along
<br /> -O� °°��OUTLOT A o �' 3 1 " ° centerline of said West Hemlock Drive; thence the
<br /> �� o _ 6167 S.F. ;,, / I 18 S 60° 33'47" M (29.55) 34° 22'39" 50.00 30.00 2.34 15.47 centerline of said West Hemlock Drive the following courses;
<br /> O O �L _ O -h / 14 I 19 S 26° 11'08" M (29.55) 34° 22'39^ 50.00 30.00 2.34 15.47
<br /> 00 Oo m O Ss zo s lo° 29'01" E (33.35) 3e° 5740" 50.00 34.00 3.04 17.69 thence South 89°05 ' 53" West, 25. 00 feet; thence Westerly,
<br /> 6, H ° °� 4889 S.F. ,� °3' 50.00 feet along the arc of a curve to the right, said curve
<br /> ' �• Soo 5529 S.F. �' ° °� M 12' UTILITY 21 S 47° 09'11" E (29.55) 34° 22'39" 50.00 30.00 2.34 15.47
<br /> � 9 3 Z ti 9 h I3 5434, EASEMENT 22 N 84° 02'50" E (52.42) 63° 13'21" 50.00 55.17 8.71 30.77 having a radius of 250.00 feet, a central angle of 11°27 ' 33"
<br /> 0 9 3- �o = / In ° ;,,, . • OUTLOT B 23 N 43° 11017" E (16.07) 180 29'44" 50.00 16.14 0.66 8.14 and is subtended by a chord that bears North 85° 10 ' 20" West,
<br /> - /9, &O,,% ma 18.60 8 UTILITY ® 44 24 N 72° 16'09" E (18.61) 76° 39'28" 15.00 20.07 4.12 11.86
<br /> hoi F - , EASEMENT c� 8 hM 12 62.89 _ 60' 9 4/5i,,, 3 • SET 25 S 47° 18'02" M (22.37) 96° 24'18" 15.00 25.24 7.51 16.78 49.92 feet; thence North 79°26 ' 34" West, 65. 75 feet; thence
<br /> SET le ��� 5025 S.F. °"• h' a M - O- ° s -�_.� 26 N 87° 41'58" M (41.77) 06° 24'18" 373.83 41.79 0.58 20.92 Westerly, 69 . 77 feet along the arc of a curve to the left,
<br /> 00 16 4,;,., ° rn� h \ os-tis -"E-- 4!g • 27 S 87° 0811" N (11.78) 03°° 5523^ 172.09 11.78 0.10 5.89 said curve having a radius of 348.83 feet, a central angle
<br /> O S� 28 N 67 02 46 M (13.98) 55 33 29 15.00 14.55 1.95 7.90
<br /> -0-c°1 12 19 a 10.06 11.40' = 7 o" h �" M 29 N 61° 09'57" N (37.30) 43° 47'52" 50.00 38.22 3.89 20.10 of 11°27 ' 33" and is subtended by a chord that bears North
<br /> O , 5545 S.F. / _ 5133 S.F. o °j 6 5 30 s 77° 27'17" M (33.35) 38° sr40" 50.00 34.00 3.04 17.69 85° 10 ' 20" West, 69 . 65 feet; thence South 89°05 ' 53" West,
<br /> 1 s 7072 S.F. .n 256.99 feet;
<br /> / S20 35'53'w o thence Southwesterly, 120.91 feet along
<br /> 87,37' ° ° = 480 I S.F. ° �I 31 S 38° 29'37" M (33.35) 38° 57'40" 50.00 34.00 3.04 17.69 the arc
<br /> N I , „ / 25.00' N6 0 , i' ro 32 S 04° 41021" M (24.74) 28° 38'52" 50.00 25.00 1.60 12.77 of a curve to the left, said curve havinga radius of 147.09
<br /> - 1 S89°05 53 W 1 1 9 24' ��� �' ° „ NI 33 S 180 08'39" N (13.98) 55° 33029" 15.00 14.55 1.95 7.90 feet, a central angle 47°05 ' 53"
<br /> I . 690 °�"w 480 ,- 9 \ N 89 05'53 E 34 $ 43° 57'42^ M (11.78) 03° 5525^ 172.09 11.74 0.10 5 89 g e of and is subtended by a
<br /> 3 1 (2)°(v /64 4'0 ,, /6440 - 10 .Z � 69.00' 35 N 35° 09'07^ N (126.63) 68° 30'00" 112.50 134.50 23.60 76.60 chord that bears South 65°32 ' 56" West, 117. 53 feet;
<br /> 1 -1 NI rii13 M ° 2007' 24 4°' w F/�C °s°O 35,8x' 30 ���,5°2°'0 36 $ 83° 31'04" M (10.05) 11° 31'55" 50.00 10.06 0.25 5.05 thence South 42°00 ' 00" West, •170.56 feet; thence W.�sterly,
<br /> /, R 36 M II °O 5 �1. 37 S 35° 09'07» E (98.49) 68° 30'00" 87.50 104.61 18.36 59.58 184.74 feet along the arc of a curve to the right t� the
<br /> Lt "2g 902 QA 12.74' 4 38 S 44° 05'53" M (21.21) 900 00'00" 15.00 23.56 6.21 15.00
<br /> �I°°I 5738 S.F. o° `CO .�6, 4'0?‘, CO -0 \ 0 39 S 67° 31'37" E (9.00) 03° 45'00" 137.50 9.00 0.07 4.50 TRUE POINT OF BEGINNING, said curve having a radius of
<br /> 2 1 O• E (/ o. 5185 S.F. �, 40 N 89° 17'07" M (36.40) 03° 14'01" 645.00 36.40 0.26 18.21
<br /> 'n I Dss.
<br /> \ 23 /° RT �So'R n �, 145.00 feet, a central angle of 73°00 ' 00" and is subtended
<br /> 0 .0 55.17' S /•/ 9, 0
<br /> 1 _ `°O' s by a chord that bears South 78°30 ' 00" West, 172. 50 feet.
<br /> 713' Cj \ON 10 - 22 �3 3 \ / N 8 96 7453 E HAS LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER DRAWING HEREON
<br /> 8' UTILITY EASEMENT Z I 3 �o og o I CONTAINED UNDER THE NAME AND STYLE OF SUNDANCE SECOND FILING PARTIAL
<br /> I-8 9(c-1
<br /> REPLAT A SUBDIVISION OF A PART OF THE CITY OF LOUISVILLE, COUNTY OF
<br /> v, o
<br /> SE 14 15 "�`' ° 16 0 0 1 7 ��`" \ si. 35 \ "' 3 o BOULDER, STATE OF COLORADO, AND BY THESE PRESENTS DO HEREBY DEDICATE TO
<br /> ��� i ' S2oN:1 5462 S.F. h°ti 4868 S.F. ��° 5264 S.F. a °' 37 a•
<br /> �y 0 4497S.F ^� a O 'r' :• THE CITY OF LOUISVILLE AND THE PUBLIC, THE STREETS AVENUES COURTS AND
<br /> �,20m a o c7) 0N 5 5592 S.F. '••• , ,2. 60°' 15 13/3 � `r co ^ ti0D \ - 13.57' _ Z. WAYS AS SHOWN ON THE ACCOMPANYING PLAT FOR THE PUBLIC USE THEREOF
<br /> ` N\`� + 18 4 N 89°05'53"E - •�' -- FOREVER AND DOES FURTHER DEDICATE TO THE USE OF THE CITY OF LOUISVILLE
<br /> °��. $/ 3 N 21.62'- -- --77.00 -4-- ---59.00------41.00-- \, ( 102.59' co "" AND ALL MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES AND «
<br /> (p2 - o- _n 55.00' -S89°05'53"W--- ---55.00' --t - 5548 S.F. \ i� :": u.. SERVICES THOSE PORTION OF SAID REAL PROPERTY WHICH ARE SO DESIGNATED AS 1
<br /> N v 33.62'-- -- � - g I \ _
<br /> >.::
<br /> 00� �, N 6042 S.F. 55.00 I cg I 6.02' N I o N/ EASEMENTS AND RIGHT-OF-WAYS FOR THE CONSTRUCTION, INSTALLATION, \ ;
<br /> 50 0 50 100 SET • 50� �r T* N ° ' !� -T o -• REPAIR, AND REPLACEMENT FOR ALL SERVICES, ,'
<br /> i 25 0 2 24 3 3 3 3 N 89°05 53'E I I 2 •�. OPERATION, MAINTENANCE,
<br /> I CO _ _ _ - , 25.00' 25.00' _ .:#; INCLUDING WITHOUT LIMITING THE GENERALITY OF THE FOREGOING, TELEPHONE
<br /> �. 4846 S.F. o :4/
<br /> ti r-- ._ ti (- 90.00 3 a'I 5524 S.F. ,r, c:i
<br /> SCALE IN FEET °) 0.1 GAS PIPELINES,
<br /> �• 8/ 0 `� v' Op 5312 S.F. '� 4817 S.F. 4817 S.F. o ~ I �_ 0 3 3 a W AND ELECTRIC LINES, WORKS, POLES AND UNDERGROUND CABLES,
<br /> a c- v 4817S.F. vR. WATER PIPELINES, SANITARY SEWER LINES, STREET LIGHTS, CULVERTS,
<br /> d� J� &' ^- 23 ° 00 2 2 o ti °c)
<br /> m o , o- ti - N 89°05 53 E ,o '�t: !Li
<br /> .�4i/ /
<br /> 2 6 , 30 -�- °j o 8 2 I o0 20 $ N 19 i o .11%i 0 -�o �- 100.03' ti •? HYDRANTS, DRAINAGE DITCHES AND DRAINS AND ALL APPURTENENACES THERETO, IT
<br /> r; r; t':;i �= : , ;: ;;;;;�: s's, 0 s 4978 S.F. 29� z z Z z cO I"' U4 uo I N89°05'53'E 0 .% BEING EXPRESSLY UNDERSTOOD AND AGREED BY THE UNDERSIGNED THAT ALL
<br /> G 8 UTILITY8 UTILITY
<br /> r, , ! t�:• .0 / 8°OSS 3Ap0' 39 �� EASEMENT EASEMENT' -�`4 5656 S.F. I O K•i o0 QI 10.00' Tr :.a. U.i
<br /> ,. : •1 •f O , / 2 9 31 0 .22 }.�4 z O o 00 �I I o EXPENSES AND COSTS INVOLVED IN CONSTRUCTING AND INSTALLING SANITARY
<br /> ^ •e o 28 - _ --------- _ - -___________E._' i___- o SEWER SYSTEM WORKS AND LINES, GAS SERVICE LINES, ELECTRICAL SERVICE
<br /> Mj co 3 F / 50 R. O ---- - - 26 - -- 25 o z i 6128 S.F. .t.
<br /> ° / i M 60.37 55.00 55.00 55.00 3162 z I.
<br /> ..L a/ / /4ss. N 89°05'53"E ?56.99' 41.79' S7: T (-2-
<br /> 2 N79 2634W O E... .,:•': WORKS AND LINES, STORM SEWERS AND DRAINS, STREET LIGHTING, GRADING AND
<br /> / 5268 S.F / _ 27 11.78 25, ' OWL DRIVE 2 t„).,_
<br /> O \_/ _ 18.69' 3e �. LANDSCAPING, CURBS, GUTTERS, STREET PAVEMENT, SIDEWALKS AND OTHER SUCH
<br /> • S - -Oi -- - UTILITIES AND SERVICES SHALL BE GUARANTEED AND PAID FOR BY THE
<br /> ° " SET 6'576°06)6.0/
<br /> 27 a g - ( �� ( - - /4'36' s 45'� o ^; SUBDIVIDER OR ARRANGEMENTS MADE BY THE SUBDIVIDER THEREOF WHICH ARE
<br /> N 42 00 00 E 519' Re° a3 N 89 05 53 E 256.99 5/as ' 2356' o APPROVED BY THE CITY OF LOUSIVILLE, COLORADO, AND SUCH SUMS SHALL HOT BE
<br /> 0
<br /> 76.85, O' 00, 11.76' 33 14.55 N 790 �� COLORADO, AND THAT ANY ITEM SO
<br /> PAID BY THE CITY OF LOUISVILLE,
<br /> ° i - 65 79026'34u - CONSTRUCTED OR INSTALLED WHEN ACCEPTED BY THE CITY OF LOUISVILLE,
<br /> / 4776 S.F. of ��, 34 I I 1-'-.
<br /> �,- ,�5 Iv 0 , COLORADO, SHALL BECOME THE SOLE PROPERTY OF SAID CITY OF LOUISVILLE,
<br /> ," ' 28 00 / rt ' \C FL r S 89 05 53'1W COLORADO, EXCEPT ITEMS OWNED BY MUNICIPALLY FRANCHISED UTILITIES AND/OR
<br /> SET •"t,/ 9s 00 CURVE DATA I'� CURVE, DATA '-i- 25.00' THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY WHICH WHEN
<br /> �s oo ,/ h6 �� /'\ CH=N 65 32 56 E j , _.. • ,.... • ,.., CH=S 85°10 20 E CONSTRUCTED OR INSTALLED, SHALL REMAIN THE PROPERTY OF THE OWNER AND
<br /> F ,0 '0. 117.53 • ••• •
<br /> 69.65 IQ. URVE DATA SHALL NOT BECOME THE PROPERTY OF THE CITY OF LOUISVILLE COLORADO
<br /> N O4°00 OO W I
<br /> 70 .0 /l, � A=47°05 53 . .. .». •... .. . •': •• A=11°273 CH=N85°1020 W
<br /> i R=147.09 '• i = : r : I R=348.83 II 49.92
<br /> 65.00 5278 S.F. o �� L=120.91 , i •• �.;i I E UTED THIS DAY OF , 1985, McSTAIN ENTERPRISES,
<br /> 29 'O I ( L=69., 7 A=11°2733, 1) BEARINGS ARE REFERRED TO THE SOUTH LINE OF THE SOUTHEAST T C., • e• e' ' 88 «eRPORATION.
<br /> 1 0o O /\ • • ,•, • • _ i R=2;0.00 QUARTER OF SECTION 7 AS BEARING SOUTH 89 05'83" WEST. I► r�� �C�
<br /> 1 A a( .O ho \ . ...IA:li . L.__ :% • • .2 ,e I L=50.00' I I �"
<br /> R CURVE DATA N 48°0000 WSET • \ ;'h° 00 `2 \ ( 1 2) SET A 5/8" REBAR W/ALUMINUM CAP AT EACH OF THE THOMAS • HOY ,ESIDENT ROGEReKLOE AS SECRETARY
<br /> CH = N 78'30100"E 142.76 40.00 ' \ �� A cL / \ ( EXTERIOR CORNERS OF SUNDANCE SECOND FILING HEREON SHOWN \
<br /> �l
<br /> A= 73°0000" y./
<br /> I / - AS "SET." STATE OF COLORADO) ss
<br /> R = 120.00'
<br /> SET • q`' \
<br /> L= 152.89 N 42° 00'OO" E Y � I ' I 3) OUTLOT A IS DEDICATED TO THE CITY OF LOUISVILLE COUNTY OF BOULDER)
<br /> -, 20 00 SET • / I I I / AS A PEDESTRIAN WAY AND UTILITY EASEMENT.
<br /> TRUE POINT OF BEGINNING DP. \\ \ / J _,
<br /> �� \ I / 4) SET A 5/8" REBAR WITH ALUMINUM CAP AT THE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS Ga�P„DAY OF
<br /> 0 eN, sET \ i �<' j� NORTHERLY RIGHT-OF-WAY LINE OF WEST HEMLOCK DRIVE
<br /> _. / /�, �4� 1985, BY THOMAS R. HOYT AS PRESIDENT AND BY ROGER
<br /> O \ I I _ L I I I / ` \ FOR BOUNDARY CORNERS FALLING IN CENTERLINE OF WEST DeKLOE AS SECRETARY OF McSTAIN ENTERPRISES, INC., A COLORADO
<br /> : .. : 00 tih �\ ttt---"' Y 'I HEMLOCK DRIVE. CORPORATION.
<br /> \'_o
<br /> a '\ I 5) OUTLOT B IS DEDICATED TO THE CITY OF LOUISVILLE AS WITNESS MY HAND AND OFFICIAL SEAL. 4 --//../e / ,
<br /> Z -
<br /> o a ti�� �� CURVE DATA ° �-O ( ! RIGHT-OF-WAY FOR WEST PINE STREET AND SOUTH POLK AVENUE MY COMMISSION EXPIRES i�Ni , \ � ,/r
<br /> -- -' 0 - CH=N 78°3000"E \ I INTERSECTION. . ��� ° . \
<br /> ° ° �� NOTA Y
<br /> A. o --- 172.50 / -1- T I f +- I ��
<br /> z 4,. ` A=73°00100''
<br /> a
<br /> R= 145.00 /
<br /> L= 145.0 ADD) S
<br /> ( e d i r'/ wry, rl e
<br /> __, \
<br /> iniD
<br /> o / I
<br /> NI- to ,<N. \ / \ I SURVEYORS CERTIFICATE
<br /> ✓ \ \ 4
<br /> - / \ / I \ I, CHARLES R. MELVIN, A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN +� A- '' `
<br /> �\'- / ' / THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY ' '
<br /> \ I OF SUNDANCE SECOND FILING PARTIAL REPLAT WAS MADE BY ME AND THAT THE
<br /> �'
<br /> 3 -
<br /> �. 1 I _ -_ i - I ACCOMPANYING PLAT ACCURATELY REPRESENTS THE RESULTS OF A SURVEY MADE ``
<br /> UNDER MY SUPERVISION AND HAS BEEN PERFORMED IN ACCORDANCE WITH COLORADO- &r -' ':$
<br /> 0
<br /> ✓ STATE LAW.
<br /> R A� f I ♦ 1 R I « f f ' e A. d /�
<br /> O l.. a` ,� `L i ' a I
<br /> z i .
<br /> mJ - - - • __ 889.39' - -- ^\ 11CHARLES R. MELVIN f r ;
<br /> S 89°05'53"W 2099.39' �� COLORADO REGISTERED PROFESSIONALAp
<br /> t FI ••
<br /> \ S.E. COR. SEC. 7, ;
<br /> • S. 1/4 COR. SEC. 7 LAND SURVEYOR NO. 22576
<br /> T. I S. R. 69 W. FOUND T. 1 S. R. 69W.
<br /> 2" PIPE WITH ALUM: GAP (BRASS CAP SET ,,,,_ 41 I
<br /> IN CONCRETE) i i
<br /> $
<br /> ft ,I.
<br /> :.+
<br />
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