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S 96th Street Annexation 2 Mylar
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S 96th Street Annexation 2 Mylar
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Last modified
9/28/2022 2:45:54 PM
Creation date
2/15/2017 9:04:15 AM
Metadata
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Template:
CITYWIDE
Also Known As (aka)
East and South edge of Warembourg Open Space along 96th St and Dillon Rd
Doc Type
Mylar
Ord/Res - Year
2003
Ord/Res - Number
1431
Recordation Number
2597270
Annexation Name
S 96th Street Annexation 2
Signed Date
6/15/2004
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
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SHEET 2 OF 2 �' <br /> m <br /> J <br /> CITY OF LOUISVILLE =• , <br /> S . NO . 2 s s C <br /> A TRACT OF LAND LOCATED IN THE E1 /2 OF <br /> L. { • <br /> SECTION 17 T1 S R69W OF THE 6TH P.M. 33 M 73 <br /> CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO. I <br /> AREA = 3.381 ACRES, MORE OR LESS. <br /> I <br /> Ii <br /> I <br /> W1/4 COR. SEC. 17 <br /> FOUND 2-1/2" ALUM <br /> Z CAP IN MONUMENT BOX. <br /> mss. <br /> A S1/4 COR. E SEC. 17 m <br /> 1 <br /> �!''`' FOUND #5 REBAR W/ 2" ccoo cn N1/4 COR. SEC. 17 i <br /> ' ALUM CAP MKD "LS " I n FOUND #6 REBAR W/ <br /> f'.. 27615 2000" IN • o I N 3-1/4" ALUM CAP MKD x <br /> t MONUMENT BOX. v "LS 14083" IN I 1 <br /> -I W. LINE NE1/4, SEC. 17 MONUMENT BOX. <br /> 1 itil <br /> W. LINE SE1/4, SEC. 17 <br /> #_-_----_, N00'00'39"W 2635.22' NO0'00'39"W 2654.58' - - SCALE: 1"=50' IN00'00'39"W 1317.61' N00'00'39"W 1317.61' N00'00'39"W 1327.29' tiNOO'00'39"W 1327.29' tiI <br /> , C-S1/16 COR. 50 0 50 100 150 <br /> SECTION SEC. 17 C1/4 COR. SEC. 17 C-N1/16 COR. MilkelimIMIIIIIIIM <br /> BREAKDOWN NOT FOUND OR SET. NOT FOUND OR SET. c SEC. 17 w <br /> ' vi vi 01 NOT FOUND OR SET. `c I il <br /> SCALE: 1"=500CP- N co <br /> IA <br /> W o I N I m r I w 03I 0 Z I F, ;n <br /> i Iv ry iv Iv SE1/4 z NE1/4 N , s <br /> C.0 0. al N ° q. V 00 \ \ w • <br /> f CIL SEC. 17 0 SEC. 17 \ W <br /> NO0'02'07"W 1320.30' N00'02'07"W 1320.30' N00'05'24"W 1324.34' N00'05'24"W Ar-1324.56' �o \ Zia,\ w g <br /> I <br /> S-E1/16 COR. rn / / NE1/16 COR. N-E1/16 COR. \ �.\ co <br /> / -� SE1 16 COR. C-E1 16 COR. Z o, it <br /> SEC. 17 N SEC. 17 SEC. 17 SEC. 17 SEC. 17 \ <br /> NOT FOUND OR SET. o NOT FOUND OR SET. NOT FOUND OR SET. NOT FOUND OR SET. w FOUND 1-1/2" azo(13 tJ� \ c9is�\ I <br /> • - CO r co <br /> CO STEEL ROD W/ z 4;CD ',a'. \ `s <br /> F. <br /> v'. m N Z `O Ni. 3-1/4" ALUM \ <br /> I W v 0 ►� m o I ; I CAP MKD "LS r-:-: I ' \ A \ ' <br /> * m I I 14083 2001" IN m I \ \ I <br /> I I MONUMENT BOX. m I \ \ \ <br /> a nN \ 5 \ <br /> N N (n N N v p N I <br /> o E-S1/16 COR. rrI P co ' ,oV \\ 'SD <br /> SEC. 17 N a \ <br /> NOT FOUND OR SET. N E. LINE NE1/4, SEC. 17 • I <br /> N00'10'51"W 2643.23' 135' 30' <br /> NOO'03'34"W 1323.00' N00'03'34"W 1323.00' 1 --- _ CITY OF LOUISVILLE T I h <br /> -, NO0'03'34"W 2645.99' NO0'10'51"W 1321.40' NO0'10'51'W 1321.83' _„ WARRANTY DEED i i# <br /> (BASIS OF BEARING) REC. 1972580 <br /> POINT OF COMMENCEMENT E. LINE SEl/4, SEC. r7 E1/4 COR. SEC. 17 E-N1/16 COR. SEC. 17 I (ROTATE 0'00'59" CW) I <br /> SET #6 REBAR W/ 2-1/2" NE COR' SEC' 17 �_� y <br /> SE COR. SEC. 17 FOUND #6 REBAR W/ " I Z <br /> „ " ALUM. CAP PROPERLY FOUND 2-1/2 ALUM I <br /> FOUND 3-1/4 ALUM CAP 3-1/4 ALUM CAP I < <br /> MKD "1996" IN CONCRETE MARKED "LS 13155 1995" MARKED & STAMPED "PLS CAP MKD "LS 26300 <br /> r ? <br /> IN MONUMENT BOX. IN MONUMENT BOX. 24305 2003". 2001" IN CONCRETE IN rri z zo <br /> POSITION ESTAB. FROM MONS MONUMENT BOX. 0 m �, <br /> FOUND ALONG N. LINE OF / CO CO 2 o o r o , <br /> s �� FS o (,., z-0 y <br /> `N (• Li 45 Nh <br /> XZ=6 -1 <br /> N h1 on:� mm �z o I Q <br /> �%t7m I <br /> NE1/4, SE1/4 v th th w nom w�° zN LU <br /> w <br /> SA c Z SEC. 17 L=27.31' o Dm m = <br /> co <br /> Ili " oo to R=1560.00' . N rn) --, 2 A)K • s <br /> (n N00 03'34 W 100.00 -q o of to cn .A -i <br /> n NI r 1 0o N D=01'0011 N rn o s a n <br /> rn CH=N01'2�'�3"E co i I rnco <br /> -< S <br /> IV E1/4 COR. SEC. 17 cJo coco <br /> s 8 <br /> FOUND #6 REBAR W/ - 2Ja 23 <br /> I co I 16.5' COMMUNICATION ESMT 3-1/4" ALUM CAP E 35'-'- 30' 18, <br /> P MTN. STATES TEL & TGRPH CO. N00.03'34' W 1520.74' MARKED "LS 13155 1995" I m <br /> o FM. 741, REC. 987110 .____________ _ <br /> IN MONUMENT BOX. <br /> S00 03'34 E 226.24' S00 03 34 E 100.00 b , S00 03 34'E 1194.50' 4 I <br /> N <br /> 5; rn <br /> co <br /> o �, o N 0 <br /> E. LINE SE1/4, SEC. 17 N <br /> ix!, Q b, <br /> ...,. ... .. ... . r ,.. �RDINAN�E 1JQ3 122 <br /> . > . k . . . � . . . . . � . . . . . Sb0 fl334 E. . .2�20:�7 v , . , � 189 �2 5� E I <br /> p (2620.92'-DEED) p S0010 51 E No 30' 29.05' <br /> N00'03'34"W 1323.00' o S00'03'34"E 462.46' (462.44'-DEED) 27.37' Air 59.30 -. I <br /> S88'45'S4"E N00'03'34"W 749.87' N89.21'36"E 60' Li d 30' <br /> ..i <br /> j wo N00'03'34"W 2645.99' o �--- 30.01' 96TH STREET 30.00' o 0 0 <br /> (BASIS OF BEARING) <br /> S88'45'54"E S00'03'34"E 462.48' S89'19'52"W I L__.-2.\\\\_1 <br /> 040'24"W ::w o S00'03 34 E 750.85 0 " (,, w �N854s s2 Eo �- 30.01 co x_89 21 36 E o 0 60.24 45.00 _ 58979'52"W <br /> o co 0 30.00 0 I 50045.0040'24' "E 24.37' <br /> S00'03'34"E 349.64' S00103'34"E 751.83' a S00'03'34"E 436.57' <br /> L=25.92 <br /> w 15' I I <br /> a? R=1440.00 1...„_3°' \ <br /> CH=500'2723"W -P <br /> Ili D=01'01'53" � Co I <br /> 25.92' O uo <br /> W O O N <br /> Co <br /> Z O I <br /> 00 <br /> D , <br /> +" UZ 73 <br /> 70, mD Isnl Ut S00'03'34"E 462.53' <br /> 1 xi mw. 2UNW1/4, SW1/4 wmm <br /> • <z to <br /> i <br /> Dx > <br /> Q <br /> 0 Po SEC. 16 P-<�m 25 m = = to <br /> Q o N Z n \ �o.0r 1 K CD ' " <br /> I o -P 0o _ Z cn- z 1 t X co <br /> r (o(0 o 0) � rn�mm w .'n . 0 <br /> e . <br /> 0 N t fs Q COa 74 E <br /> z rrj \p 2 o a N) <br /> M r o <br /> o I <br /> o <br /> (6 j' TiArts-DREXEL Group, Inc, `FF <br /> D , Engineering• Planning•Surveying <br /> 0 1860 Lefthand Circle,Suite A• Longmont,Colorado 80501 • (303)682-1131 <br /> i Q <br /> 1 <br />
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