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SHEET 1 OF 2 1 F <br /> N Xel <br /> LLS <br /> CITY OF LOUISVILLE S • 96TH STREET ANNEXATION • Q7 <br /> NO . s uj g <br /> C <br /> S <br /> 1 <br /> A TRACT OF LAND LOCATED IN THE E1 /2 OF • ` ' <br /> o <br /> oc <br /> SECTION 17, T1 S, R69W OF THE 6TH P.M., 21 <br /> CITY OF LOUISVILLE COUNTY OF BOULDER, STATE OF COLORADO. ! Icu <br /> 1 <br /> AREA = 3.381 ACRES, MORE OR LESS. I <br /> 1 I I I TRUE POINT OF BEGINNING <br /> N00'00'22"W N00'02'07"W I <br /> ' LEGAL DESCRIPTION NOTES <br /> 60.00' 125.00 \ ' I i N00 02 07 W W. LINE SEi/4, / • �--w/ l� I <br /> I <br /> 35.00' SE1/4, SEC. 17 o��F A TRACT OF LAND LOCATED IN THE E1/2 OF SECTION 17, T1S, R69W OF THE 6TH P.M., 1. BEARINGS SHOWN ON THIS MAP ARE BASED ON THE ASSUMPTION THAT THE EAST LINE OF <br /> 10 <br />! o T ~ I I I ' I m ��. COUNTY OF BOULDER, STATE OF COLORADO, DESCRIBED AS FOLLOWS: THE SE1/4 OF SECTION 17, T1S, R69W OF THE 6TH P.M., BEARS N00'03 34 W AS MONUMENTED <br /> 35' 25' 25 5' I m . N AND SHOWN HEREON. <br /> .: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 17, FROM WHICH THE E1/4 <br /> I <br /> Z I I _SW COR. SE1/4, J\S oR��E CORNER OF SAID SECTION 17 BEARS N00'03'34"W, 2645.99 FEET (BASIS OF BEARING), THENCE 2. THIS MAP WAS PREPARED EXCLUSIVELY FOR ANNEXATION PURPOSES AND IS NOT A LAND <br /> 16.5 I I SE1 4 SEC• 17 <br /> A <br /> �P 11....IN NE1/4 NW1/4 N89'45'03"W, 1326.05 FEET ALONG THE SOUTH LINE OF THE SE1/4 OF SAID SECTION 17 TO SURVEY PLAT IN ACCORDANCE WITH SECTIONS 38-50-101, 38-51-102(12), 38-51-106, OR .a - <br /> Z -P / SEC 17 THE SOUTHWEST CORNER OF THE SE1/4 OF THE SE1/4 OF SAID SECTION 17; THENCE 38-51-107, COLORADO REVISED STATUTES. <br /> co 30 ._ I CP NOT FOUND OR SET. EC. 16 N00'02'07"W, 25.00 FEET ALONG WEST LINE OF THE SE1/4 OF THE SE1/4 OF SAID SECTION 17 <br /> 4 I I I O II. <br /> TO THE NORTHERLY RIGHT-OF-WAY LINE OF DILLON ROAD AND THE TRUE POINT OF BEGINNING; 3. ONLY RECORDED EASEMENTS AND RIGHTS-OF-WAY, KNOWN TO THIS OFFICE IF ANY, ARE <br /> �, I I I CA. <br /> �,� TO WAY <br /> - <br /> or° SHOWN ON THIS PLAT. NO APPARENT EASEMENTS OR RIGHTS-OF-WAY ARE SHOWN. NO <br /> O 25' ► ADDITIONAL RESEARCH WAS COMPLETED. <br /> ]12.5' , <br /> a a THENCE CONTINUING Noo'o2'o7"W, 35.00 FEET ALONG THE WEST LINE OF THE SE1/4 OF THE <br /> W I 5 . SE /4OF SDIPREPARED BY FRANK N. DREXEL 1860 LEFTHAND CIRCLE SUITE A'' ®USINESS CENTER A CTC MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE NORTHERLY RIGHT-OF-WAY LINE LONGMONT, COLORADO, 80501 (CRS 38-35-106.5). <br /> • <br /> OWNERS / DEVELOPERS TECHNICAL CONSULTANTS ,, OF SAID DILLON ROAD; <br /> W ( N CITY OF LOUISVILLE FRANK N. DREXEL, PLS ,'' THENCE S89'45'03"E, 232.66 FEET ALONG A LINE THAT IS 35.00 FEET NORTHERLY OF, AS <br /> W c/o CRAIG KITZMAN, PE CIVIL ARTS-DREXEL GROUP MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE NORTHERLY RIGHT-OF-WAY LINE <br /> O OF SAID DILLON ROAD; CITY COUNCIL CERTIFICATE li <br /> oi. 35' 35' O 749 MAIN STREET 1860 LEFTHAND CIRCLE, SUITE A ---/ <br /> I " LOUISVILLE, CO 80027 LONGMONT, CO 80501 APPROVED THIS �- DAY OF �{,�ern�o+o! A.D., 200 3 BY THE <br /> • I (303) 335-4603 (303) 682-1131 c THENCE N89'31'58"E, 600.00 FEET TO A POINT ON A LINE THAT IS 42.50 FEET NORTHERLY OF, D <br /> CITY COUNCIL OF THE CITY OF LOUISVILLE, COLORADO. <br /> 74_4. 11, AS MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE NORTHERLY RIGHT-OF-WAY ;, I o <br /> , Ig. ORDINANCE NO. t%3\ SERIES ZO m <br /> z LINE OF SAID DILLON ROAD; an <br /> Imo; DATE OF PREPARATION in IA <br /> THENCE S89'45'03"E, 301.87 FEET ALONG A LINE THAT IS 42.50 FEET NORTHERLY OF, AS :F <r,; ; „ s <br /> CM MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE NORTHERLY RIGHT-OF-WAY LINEMiliPir�• <br /> CITY CLERK ' ' .• #®�c� /tai �' w z <br /> Z I I AUGUST 6 2003 \ -z OF SAID DILLON ROAD TO A POINT ON A LINE THAT IS 161.50 FEET WESTERLY OF, AS �.:•• o <br /> U1 \ Ili i I I IN MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE WESTERLY RIGHT-OF-WAY LINE w` `o®���� Q c i <br /> •co ' OF 96TH STREET; fq�� •• ••. s w - <br /> N (7( CHERRY ST. e a n <br /> p CONTIGUITY TABULATION z THENCE N45'05'42"E, 112.83 FEET TO A POINT ON A LINE THAT IS 81.50 FEET WESTERLY OF, MAYOR CLERK & RECORDERS CERTIFICf • • ,n • <br /> ® tt <br /> AS MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE WESTERLY RIGHT-OF-WAY i cu <br /> STATE OF COLORADO •111111111111 <br /> LINE OF SAID 96TH STREET; '. ` o+° I O PERIMETER OF PARCEL TO BE ANNEXED 7,793.03 FEET SS •• •a $�"� O „ COUNTY OF BOULDER ) 4. °•• ••• ,� o <br /> A. O -n N THENCE N00'03 34 W, 69.65 FEET ALONG A LINE THAT IS 81.50 FEET WESTERLY OF, AS TAO •••••• Au o <br /> F rn rn , m o, CONTIGUITY WITH EXISTING TOWN LIMITS 3,944.28 FEET a z O O p . Ilia MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE WESTERLY RIGHT-OF-WAY LINE .c <br /> ) .n <br /> v'- p �-�c� � / m c OF SAID 96TH STREET TOA POINT OF CURVE TO THE RIGHT; I HER BY CERTIFY THAT THIS INSTR A]ENT WAS FILED IN M OFFICE ',, . >- _ a <br /> N -1 N)FI D MINIMUM ALLOWABLE CONTIGUITY 1,298.83 FEET ,�'' .... zm S•o O'CLOCK A .M., THIS /�'M DAY OF , A.D., 200 <br /> O '" m.. z (1/6 TOTAL PERIMETER) POINT TANGENT, SAIDAND IS DULY RECO D LAN FILE P�F"��y M� ILM <br /> y I I i- ( / iTHENCE NORTHERLY, 238.90 FEET ALONG THE ARC OF SAID CURVE TOA 0 GE ,�`� <br /> xi - III III k.IIIIIIIIIIIo <br /> RECEPTION NO. d� Om m 1 I - m 1-z ARC HAVING A RADIUS OF 3067.50 FEET, A CENTRAL ANGLE OF 04'27'44", AND BEING <br /> P N Z 4 I I , P 0 m CONTIGUITY EXCEEDING 1/6 PARCEL PERIMETER 2,645.45 FEET SUBTENDED BY A CHORD THAT BEARS NO2'10'18"E, 238.84 FEET; <br /> n 2.5 42.5 -P comm FEES PAID $ v� <br /> wI-D I x�c,g VICINITY MAP <br /> n rn y m THENCE No4'2411 E, 670.95 FEET TOA POINT ON A LINE THAT IS 20.00 FEET WESTERLY OF, <br /> 1 <br /> R.2 mo` C) _. m SCALE: 1"=500' W 1011111 <br /> AS MEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE WESTERLY RIGHT-OF-WAY � _ I <br /> m O no W LINE OF SAID 96TH STREET; 4-/A1 OA N. . S1'�5 BY: <br /> m cn <br /> THENCE NO0'03'34"W, 1520.74 FEET ALONG A LINE THAT IS 20.00 FEET WESTERLY OF, AS CLERK & RECORDER DEPUTY I ' <br /> m 00' LEGENDMEASURED AT RIGHT ANGLES FROM AND PARALLEL WITH, THE WESTERLY RIGHT-OF-WAY LINE <br /> cp z CO' SE1/4 �D SW1/4 OF SAID 96TH STREET TO THE NORTH LINE OF THE SE1/4 OF SAID SECTION 17; II <br /> -P. LOUISVILLE CITY LIMITS . r N n, x; SEC 17 SEC. 16Ike <br /> NOTICE <br /> THENCE N89'S9'01"W, 9.79 FEET ALONG THE NORTH LINE OF THE SE1/4 OF SAID SECTION 17; 4 <br /> 1. <br /> C,� THENCE NORTHERLY, 27.31 FEET ALONG THE ARC OFA CURVE CONCAVE TO THE EAST TO THE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY <br /> Z "` I tillNORTHERLY LINE OF THAT TRACT OF LAND CONVEYED TO THE CITY OF LOUISVILLE AS DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. <br /> DESCRIBED IN WARRANTY DEED RECORDED AUGUST 18, 1999, AS RECEPTION NO.1972580 OF IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED <br /> CO THE RECORDS F. BOULDER COUNTY, COLORADO, SAID ARC HAVING A RADIUS OF 1560.00 FEET, <br /> MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. . <br /> CO - c A CENTRAL ANGLE OF 01.00'11", AND BEING SUBTENDED BY A CHORD THAT BEARS <br /> p �' N01'22'25"E, 27.31 FEET; <br /> co w CCO ; U� SURVEYOR'S CERTIFICATE <br /> c0 Oa.; d THENCE N89'52'59"E, 29.05 FEET ALONG THE NORTHERLY LINE OF THAT TRACT OF LAND AS <br /> cin •p: (s - DESCRIBED AS SAID RECEPTION NO. 1972580 TO THE WESTERLY RIGHT-OF-WAY LINE OF SAID I, FRANK N. DREXEL, A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF <br /> O Z -i' n'I 96TH STREET; COLORADO, DO HEREBY CERTIFY THAT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECT <br />' (''� r w SI TE - SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT <br /> En N _ - THENCE SO0'10'51"E, 27.37 FEET ALONG THE WESTERLY RIGHT-OF-WAY LINE OF SAID 96TH AT LEAST ONE-SIXTH (1/6) OF THE PERIPHERAL BOUNDARY OF THE PARCEL SHOWN HEREON <br /> rn W STREET TO THE NORTH LINE OF THE SE1/4 OF SAID SECTION 17; <br /> IS CONTIGUOUS THE PRESENT BOUNDARY OF THE CITY OF LOUISVILLE AND THAT THIS PLAT <br /> � • O COMPLIES WITH SECTION 31-12-107(d), COLORADO REVISED STATUTES, CONCERNING <br /> CA rp DILLON ROAD ' - THENCE SO0'03'34"E, 2620.87 FEET ALONG THE WESTERLY RIGHT-OF-WAY LINE OF SAID 96TH ANNEXATION PLATS. <br /> CITY OF LOUISVILLE <br /> OV) Go i m(Nn_ STREET TO THE NORTHERLY RIGHT-OF-WAY LINE OF SAID DILLON ROAD; D <br /> co . WARRANTY DEED DILLON ROAD / `�e imiticrruuri,,®!i o <br /> N n + D REC. 1972580 THENCE N89'45'O3"W, 1296.04 FEET ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF SAID ,���\® "s XI <br /> ' <br /> .5)z (ROTATE 0'00'59" CW) DILLON ROAD TO THE WEST LINE OF THE SE1/4 OF THE SE1/4 OF SAID SECTION 17 AND THE �.•:...."1-5....* D.-p-k. 4y�' QUksL ' s IA <br /> V Nom TRUE POINT OF BEGINNING. FRANK N. I �` *' �-11.‘, <br /> m m AREA = 3.381 ACRES, MORE OR LESS. COLORADO2Ii f+1 ( ESI�IL S <br /> N LAND SURVR N 5' • p�- a c <br /> •s2Fi <br /> ��m ` s s w <br /> o m DATE: `7s*. '� p y� o n <br /> P NE1 4 <br /> `®e, it LANA �` S m <br /> SEC. 20 SEC. 21 f'®,�Bnrt►tlustt����''`�� w <br /> N o c <br /> ,z / '. 0 � <br /> , o 0 <br /> 42.5 42.5 MillaillIMINIW � 3 30 33 <br /> 600'02'39"E 80.00' ( I S00 03'34 E 80.00' <br /> cc. 1 � 2 I <br /> • <br /> CM ��� SE1 4 SE1 /4 <br /> S. I w L-238.90 <br /> A >> Os, R=3067.50' SEC. 17 SCALE. 1"=50 <br /> '' D=04'2744" n1 <br /> �� A 3 I ' " 50 0 50 100 150 Z N00 03'34"W 100.00' o I <br /> o •h� mak''`, oN00'03'34"W cH=NO2'101s E n r o ti <br /> • <br /> 0o I tx�` ( 0 238.84 �1 -., <br /> 69.65' `Fo°� I 1 ^1 <br /> Z O N <br /> �l ,� N � w � : I 1/ <br /> POINT OF COMMENCEMENT -i l 12'5 N <br /> 12.5' °° CO , �, o (0 o N04'24'11"E 670.95' <br /> vi CT N I o IM w `O 16.5' COMMUNICATION ESMT °p I I 'n <br /> SE COR. SEC. 17 L = o o x <br /> 30 -I I o o? MTN. STATES TEL & TGRPH CO. o <br /> FND 3-1/4" ALUM -� ••1 25' h- I •� - 1 o N FM. 741, REC. 987110 Q <br /> S00 03 34'E 186.00 l `°j S00 03'34"E 226.24' I S00 03 34 E 100.00 II <br /> CAP MKD "1996" IN 16.5 25 25' I , ...-.2i_ r - <br /> J � <br /> CONC. IN MON. BOX. a5 1 _r_ l . ' I X2.5' U� N.) N 9, °' n' <br /> I� <br /> / E. LINE SEV4, SEC. 17 0 0 o <br /> - bi ---1 112.5 1 c'. <br /> ... ., . . '>. ..: . .✓.,..'r.>....., .. ...,.; :- ,: J 1. ( <br /> ,. ... ..-, ... ,.,: . ., ,. .. v , .. . ., . , . . yi.y�f1}��AX�y�, N 221 <br /> ORCIINA E 2 r. ,: •: , <br /> CA 'fl3 34 E 26 8? . c,, <br /> 0 0 -------------- 243.02' SO0'03'34"E 481.57' (481.5'-REC 102081) N89'48'51"E S89'46'26"W p (2620.92'-DEED) CI 1 <br /> NO7•09 02 W (481.96'-REC. 2102080)0 30.00' 0c :(---30.00' N00'03'34"W 1323.00' --- <br /> ------- 300.00' <br /> -- N00'03'34"W 929.36' --- " -�� S88'45'54" <br /> w w w N00 03 34 W 2645.99 w - ' <br /> 0 0 96TH STREET p o 30.01 <br /> N00'02'39"W 102.50' • a� N00'03'34"W 205.00' N00'03134"W 174.32' -mo• o (BASIS OF BEARING) <br /> o D <br /> SO0'03'34"E NO0'03'34"W 151.57' �� S00'03'34"E 928.59' S88'45'54" I 0 <br /> CA <br /> ww w w w , I <br /> �, Co I S� 1 100.00' S89'S6'26"W �, 0 30.01 : <br /> o A Q, 25' 25' o o s - D <br /> `) C.13 c) ooI 8 sem, 0 50.00' 0 , " W o___ = <br /> A S00'03'34"E 349.64' <br /> d 1,=I '96, 6' SO0'03'34"E NO0'03'34"W SO0'03'34"E 377.67' SO1'1219 E 375.00 <br /> ! co2 C <br /> _"•• frfr • • ' ' I 82.42 N00'03'34"W (22.36'co 7DEED) <br /> S _ <br /> 01 <br /> r0 NOO 02 39 W < I au Z Z 100.00 - 1 • <br /> 60.00, N c SW1/4, SW1/4 s m ,, ° <br /> I � J Ui `L coo � � N <br /> 33 al <br /> ,�> co <br /> ; 00 o N Obi SEC. 16 Z <br /> t7 I e 1 C, <br /> N II <br /> CI,ViiArts-DREXEL Group, Inc_ <br /> (I) Engineering Engineering • Planning• Surveying <br /> 0 1860 Lefthand Circle,Suite A• Longmont,Colorado 80501 • (303)682-1131 <br /> 1 <br />