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DEDICATION AND OWNERSHIP : BY THESE PRESENTS, THE UNDERSIGNED, BEING THE OWNER OF A PARCEL OF LAND LOCATED IN THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF BROOMFIELD, COUNTY OF ADAMS, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS : BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 19 ; THENCE NORTH 89'36'56" EAST, ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4, A DISTANCE OF 1202.10 FEET; THENCE SOUTH 00'23'4O" EAST, A DISTANCE OF 1948 .97 FEET TO THE NORTHEAST CORNER OF THE THEODORE F. CARLSON PARCEL (BOOK 3822, PAGE 359, ADAMS COUNTY PUBLIC RECORDS), THENCE SOUTH 89'30'O6" WEST, ALONG THE NORTH LINE OF SAID PARCEL, A DISTANCE OF 636.62 FEET TO A POINT ON THE EAST LINE 0F THE MILLER TRUSTEES PARCEL (BOOK 3907 , PAGE 100, ADAMS COUNTY PUBLIC RECORDS) ; THENCE NORTH 007124 WEST ALONG SAID EAST LINE, A DISTANCE 0F 104.58 FEET TO THE NORTHEAST CORNER OF SAID PARCEL ; THENCE SOUTH 89'29'14" WEST, ALONG THE NORTH LINE OF SAID PARCEL, A DISTANCE OF 571 .93 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 19 ; THENCE NORTH 0072'21" WEST, ALONG SAID WEST LINE A DISTANCE OF 1846 .95 FEET TO THE POINT OF BEGINNING . CONTAINING 52.59 ACRES OR 2,290,786 SQUARE FEET MORE OR LESS . HAS LAID OUT, PLATTED AND SUBDIVIDED THE ABOVE DESCRIBED LAND, UNDER THE NAME AND STYLE OF "ASPEN CREEK FILING NO. 7" AND BY THESE PRESENTS DEDICATES IN FEE SIMPLE TO THE CITY OF BROOMFIELD FOR PUBLIC USE THE STREETS, PUBLIC WAYS AND TRACTS "A","DF","G",ANC AS SHOWN ON THE PLAT AND GRANTS TO THE CITY OF BROOMFIELD ALL EASEMENTS AS SHOWN OR NOTED ON THE PLAT FOR PUBLIC AND MUNICIPAL USES AND FOR USE BY FRANCHISEES OF THE CITY AND FOR USE BY PUBLIC AND PRIVATE UTILITIES . OWNER : LOWS ASPEN CREEK, LLC, by LOWS ENTERPRISES COLORADO, INC MANAGER 1515 Arapahoe Street, Tower 3, Suite 900 Denver, Colorado 80202 Byy i f~/2 ~ John. Waggoner, pr'4i ent ( - ) )SS ) NOTARY CERTIFICATE : State of Colorado County of ~c LM T SUBSCF and sworn to before me this / R wday of t by x p, •4 ner, President of Lowe Enterprises Colorado, Inc . r5%1:OFIftl ) County of ) SUBSCRIBED and sworn to before me this /2T" day of I7J t~l/ 2001, by Michael E . Monge, Vice President, WRI Opportunity Loans I, L_LC . WITNESS my hand and official seal . My commission expires T40•:•1`/ is raG P~ Notary Public fl'+I+1e°-f 7caPr<7. P'o/J CITY COUNCIL CERTIFICATE : THIS FINAL PLAT IS HEREBY APPROVED AND THE DEDICATIONS ACCEPTED BY THE CITY COUNCIL OF THE CITY OF BROOMFIELD, COLORADO, ON THIS Sf' DAY OF )ot , 2001 . Mayor City C erk 1 . THERE ARE 103 SINGLE FAMILY LOTS IN ASPEN CREEK FILING NO . 7 . 2 . TRACTS AND ARE DEDICATED TO THE CITY OF BROOMFIELD FOR OWNERSHIP AND MAINTENANCE . THESE TRACTS CONSIST OF LANDSCAPING/ OPEN LANDS . 3 . TRACTS WILL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE RESPONSIBILITY. 4 . TRACT G IS DEDICATED TO THE CITY OF BROOMFIELD FOR PARKS . MAINTENANCE OF THIS TRACT WILL BE PROVIDED BY THE HOMEOWNER'S ASSOCIATION . 5 . LOTS 2-10 AND 14-15 OF BLOCK 1, LOTS 1-2 OF BLOCK 2, LOTS 4-6 OF BLOCK 3, AND n LOTS 13-14 OF BLOCK 4 DESIGNATED FP", ARE RESTRICTED FROM THE ISSUANCE OF A RESIDENTIAL BUILDING PERMIT UNTIL SUCH TIME OF APPROVAL OF A LETTER OF MAP REVISION BY FEMA WHICH REMOVES SAID LOTS FROM THE DESIGNATED FLOOD PLAIN . THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THESE LOTS AND TRACT UNTIL SUCH TIME THAT THE RESTRICTION PLACED UPON THEM IS REMOVED . 6 . THE OWNERS OF PRIVATE PROPERTY CONTAINING A TRAFFIC SIGHT TRIANGLE AS DEFINED IN THE CITY STANDARD ARE PROHIBITED FROM ERECTION OF, OR GROWING ANY OBSTRUCTIONS OVER 2 1/2 FEET IN HEIGHT WITHIN SAID TRIANGLE AS MEASURED FROM THE HIGHEST CURB TOP ELEVATION DIRECTLY ADJACENT TO THE TRAFFIC SITE TRIANGLE . 7. THE OWNER AND OR DEVELOPER SHALL PROVIDE NON-EXCLUSIVE DRAINAGE AND UTILITY EASEMENTS AS FOLLOWS : r A. SIX FEET ALONG BOTH SIDES OF PLATTED ROADWAYS B. EIGHT FEET ALONG ALL REAR LOT LINES . C. FIVE FEET ALONG ALL SIDE LOT LINES . D. TEN (10) FEET ALONG ALL PERIMETER REAR LOT LINES . E. SPECIFIC EASEMENTS AS SHOWN . OTHER UTILITIES SHALL HAVE THE RIGHT TO CROSS THE ABOVE EASEMENTS AT SUBSTANTIALLY RIGHT ANGLES . CONCRETE DRIVEWAYS AND SIDEWALKS ARE PERMISSIBLE AS LONG AS THEY CROSS AT SUBSTANTIALLY RIGHT ANGLES . 8. EIGHT (8)-FOOT-WIDE NON-EXCLUSIVE DRAINAGE AND UTILITY EASEMENTS ARE HEARBY PROVIDED AROUND THE OUTER PERIMETER OF TRACTS A, C, D, E, F, AND G . 9 . NO RETAINING WALLS, FENCES, SHRUBS, TREES OR OTHER OBSTRUCTIONS MAY BE PLACED WITHIN EASEMENTS WHICH OBSTRUCT THE FLOW OF DRAINAGE IN SAID EASEMENTS . 10 . THE BEARINGS FOR THIS PLAT ARE BASED ON CITY GIS LAND POSITIONS NGS PONY AND NGS H413 BEARING NORTH 30'45'57" EAST . THE COMBINED MODIFICATION FACTOR USED FOR THIS PLAT IS 0.99971455. 11 . THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL ENTRANCE SIGNS/FEATURES . 12 . THE COLORADO COORDINATE SYSTEM HEREON SHOWN IS DEFINED AS ORDER C 2-1, 1 :50,000 AS DESCRIBED IN THE "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES AND/OR STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS" BY THE FEDERAL GEODETIC CONTROL COMMITTEE . 13 . NOTICE: ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS 2 MISDEMEANOR PURSUANT TO THE STATE STATUTE 18-4-508 C.R,S . 14 . "NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT . IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON", RECORDER'S CERTIFICATE : State of Colorado County of Adams I HEARBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF 2001, AT O'CLOCK .M . IN BOOK AT PAGE FILE MAP, RECEPTION NO . BY: Future Engineering Inc. Engineering Consulfan s and Surveyors 12741 East Caley Avenue, Suite 126 Englewood, Colorado 80111 - (303) 649-9292 FAX (303) 649-9499 DATE June 28, 2001 DRAWN : DJF CHECKED : DJG PROJ N0. 063-00-001 Sheet of 4 1 TITLE SHEET 103 Lots 27.67 ac . 2 FINAL PLAT Public Roadways 11 .50 ac . 3 FINAL PLAT Tracts 13.42 ac . 4 CURVE TABLES 52 .59 ac . ---PAGE BREAK--- U C7 a,i Ii) DEDICATION AND OWNERSHIP : BY THESE PRESENTS, THE UNDERSIGNED, BEING THE OWNER OF A PARCEL OF LAND LOCATED IN THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 614 PRINCIPAL MERIDIAN, CITY OF BROOMFIELD, COUNTY OF ADAMS, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS : BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SAID SECTION 19 ; THENCE NORTH 89'36'56" EAST, ALONG THE NORTH LINE OF SAID SOUTHWEST 1/4, A DISTANCE OF 1202.10 FEET ; THENCE SOUTH 00'23'40" EAST, A DISTANCE OF 1948,97 FEET TO THE NORTHEAST CORNER OF THE THEODORE F. CARLSON PARCEL (BOOK 3822, PAGE 359, ADAMS COUNTY PUBLIC RECORDS) ; THENCE SOUTH 89'3O'06" WEST, ALONG THE NORTH LINE OF SAID PARCEL, A DISTANCE OF 636.62 FEET TO A POINT ON THE EAST LINE OF THE MILLER TRUSTEES PARCEL (BOOK 3907, PAGE 100, ADAMS COUNTY PUBLIC RECORDS) ; THENCE NORTH 00'11'24" WEST, ALONG SAID EAST LINE, A DISTANCE OF 104.58 FEET TO THE NORTHEAST CORNER OF SAID PARCEL ; THENCE SOUTH 89'29'14" WEST, ALONG THE NORTH LINE OF SAID PARCEL, A DISTANCE OF 571 .93 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 19 ; THENCE NORTH 00'12'21" WEST, ALONG SAID WEST LINE A DISTANCE OF 1846.95 FEET TO THE POINT OF BEGINNING . CONTAINING 52.59 ACRES OR 2,290,786 SQUARE FEET MORE OR LESS . HAS LAID OUT, PLATTED AND SUBDIVIDED THE ABOVE DESCRIBED LAND, UNDER THE NAME AND STYLE OF "ASPEN CREEK FILING NO . Y AND BY THESE PRESENTS DEDICATES IN FEE SIMPLE TO THE CITY OF BROOMFIELD FOR PUBLIC USE THE STREETS, PUBLIC WAYS AND TRACTS "D`,"F","G",AND AS SHOWN ON THE PLAT AND GRANTS TO THE CITY OF BROOMFIELD ALL EASEMENTS AS SHOWN OR NOTED ON THE PLAT FOR PUBLIC AND MUNICIPAL USES AND FOR USE BY FRANCHISEES OF THE GTY AND FOR USE BY PUBLIC AND PRIVATE UTILITIES . OWNER: LOWS ASPEN CREEK, (LC, by LOWS ENTERPRISES COLORADO, INC MANAGER 1515 Arapahoe Street, Tower 3, Suite 900 Denver, Colorado 80202 NOTARY CERTIFICATE : State of Colorado ) County of~= ) )SS ED and sworn to before me this/t' day of( 2001, 7. Waggoner, President of Lowe Enterprises Colorado, Inc • (ORGAN! My commission expires % / ` Notary Public , i/Ii i ATTORNEY'S CERTIFICATE : I, , AN ATTORNEY AT LAW LICENSED TO PRACTICE IN THE STATE OF COLORADO, REPRESENT TO THE CITY OF BROOMFIELD THAT THE OWNER AND SUBDIViDER DEDICATING ANY STREET, EASEMENT, RIGHT-OF-WAY, PARCEL OR TRACT HEREON OWNS THEM IN FEE SIMPLE, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, AND THE CITY OF BROOMFIELD MAY RELY UPON THIS REPRESENTA11ON IN ACCEPTING SUCH ) DIC T10NS.n f - ,?Odf ATTORNEY Dot By. REGISTRATION NO. SURVEYOR'S CERTIFICATE : I, Donald J . Gillard, a registered land surveyor, registered in the State of Colorado, do hereby certify that there are no roads, pipelines, irrigation ditches, or other easements in evidence or known by me to exist on or across the hereinbefore described property except as shown on this plot . I further certify th 'I~hpv ,q11 de the survey by this plot, that this plat accurately repr gft~eG ~i ; ~1 y, and that all monuments exist as shown here , a~ vFo 7- - . Jo n • Waggoner Pr dent and and official seal . Dana d J. GI N 13 for F irod Enginee ? a~t° u LAND USE REVIEW COMMISSION CERTIFICATE : THIS FINAL PLAT IS RECOMMENDED FOR APPROVAL BY THE CITY OF BROOMFIELD USE REViEW COMMISSION THIS 2Y DAY OF fi 2001 _ . A PARCEL NF LAND LOCATED IN THE WEST 1/Z OF RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, to ASPEN CREEK FILING NO. 7 FINAL PLAT MORTAGEES : U.S. BANK NATIONAL A By. (A~µ~ NOTARY CERTIFICATE : State of Colorado County of P lU SUBSCRIBED and sworn to before me this Jg day of 2001, " G Ecs myl4 yLViA ° ~1 MORGAM SHEET INDEX : 1 TITLE SHEET 2 FINAL PLAT 3 FINAL PLAT 4 CURVE TABLES WIWAM R • PATTERSON, SENIOR ViCE PRESIDENT, US BANK NATIONAL ASSOCIATION State of Colorado THE SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 1 SOUTH, CITY OF BROOMFIELD, COUNTY OF ADAMS, STATE OF COLORADO I;ENERAL NOTES : ww zw SE 114 SECnoN 24 'o NW 1r4 a SECTION 19 a C 4 PROJECT C a x (0 SITE CREEK PLANNED UE SW 114 ECTION 19 VICINITY MAP N .T .S . LAND USE : 103 Lots 27.67 ac . Public Roadways 11 .50 ac . Tracts 13.42ac . 52 .59 ac . atterson, Senior Vice President, U Bank National Association . and official seal . y commission expires I'b3/ oos WRI OPPORTUNITY LOANS I, LLC Notary Pubii~~~ r2 MICHAEL E • MONGE, VICE PRESIDENT, WRI ~PORTUNITY LOANS I, tic NOTARY CERTIFICATE : NOTARY PUBLIC STATE OF COLORADO ANNE-MARIA KROPF My $&4meM Sos Jan. 28, 2004 County of ) SUBSCRIBED and sworn to before me this day of sTu j 2001, by Michael E • Mange, Vice President, WRI Opportunity Loans I, LC . WITNESS my hand and official seal . My commission expires V A N ' 200' Notary Public (Th+t<- + ri4 Va p -P _ COUNCIL OF THE CITY OF BROOMf1ELD, COLORADO, ON THIS 3QY¼ft--' , 2001 . "4 I Mayor Uipk City Clert 1 • THERE ARE 103 SINGLE FAMILY LOTS IN ASPEN CREEK FILING NO . 7 . 2 . TRACTS AND ARE DEDICATED TO THE CITY OF BROOMFIELD FOR OWNERSHIP AND MAINTENANCE . THESE TRACTS CONSIST OF LANDSCAPING/ OPEN LANDS. 3. TRACTS "EI","J",AND WILL BE CONVEYED TO THE HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE RESPONSIBILITY . 4. TRACT G IS DEDICATED TO THE CITY OF BROOMFIELD FOR PARKS . MAINTENANCE OF THIS TRACT WILL BE PROVDED BY THE HOMEOWNER'S ASSOCIATION . 5 • LOTS 2-10 AND 14-15 OF BLOCK 1, LOTS 1-2 OF BLOCK 2, LOTS 4-6 OF BLOCK 3, AND LOTS 13-14 OF BLOCK 4, DESIGNATED "FP', ARE RESTRICTED FROM THE ISSUANCE OF A RESIDENTIAL BUILDING PERMIT UNTIL SUCH TIME OF APPROVAL OF A LETTER OF MAP REVISION BY FEMA WHICH REMOVES SAID LOTS FROM THE DESIGNATED FLOOD PLAIN . THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THESE LOTS AND TRACT UNTIL SUCH TIME THAT THE RESTRICTION PLACED UPON THEM IS REMOVED, 6 . THE OWNERS OF PRIVATE PROPERTY CONTAINING A TRAFFIC SIGHT TRIANGLE AS DEFINED IN THE CITY STANDARD ARE PROHIBITED FROM ERECTION OF, OR GROWING ANY OBSTRUCTIONS OVER 2 1/2 FEET IN HEIGHT WITHIN SAID TRIANGLE AS MEASURED FROM THE HIGHEST CURB TOP ELEVATION DIRECTLY ADJACENT TO THE TRAFFIC SITE TRIANGLE . 7. THE OWNER AND OR DEVELOPER SHALL PROVIDE NON-EXCLUSIVE DRAINAGE AND UTILITY EASEMENTS AS FOLLOWS : A. SIX FEET ALONG BOTH SIDES OF PLATTED ROADWAYS B. EIGHT FEET ALONG ALL REAR LOT LINES . C. FIVE FEET ALONG ALL SIDE LOT LINES . D. TEN (10) FEET ALONG ALL PERIMETER REAR LOT LINES . E • SPECIFIC EASEMENTS AS SHOWN . OTHER UTILITIES SHALL HAVE THE RIGHT TO CROSS THE ABOVE EASEMENTS AT SUBSTANTIALLY RIGHT ANGLES. CONCRETE DRIVEWAYS AND SIDEWALKS ARE PERMISSIBLE AS LONG AS THEY CROSS AT SUBSTANTIALLY RIGHT ANGLES . 8 • EIGHT (8)-FOOT-WIDE NON-EXCLUSIVE DRAINAGE AND UTILITY EASEMENTS ARE HEARBY PROVIDED AROUND THE OUTER PERIMETER OF TRACTS A, C, D, E, F, AND G . 9, NO RETAINING WALLS, FENCES, SHRUBS, TREES OR OTHER OBSTRUCTIONS MAY BE PLACED WITHIN EASEMENTS WHICH OBSTRUCT THE FLOW OF DRAINAGE IN SAID EASEMENTS . 10• THE BEARINGS FOR THIS PLAT ARE BASED ON CITY GIS LAND POSITIONS NGS PONY AND NGS 11413 BEARING NORTH 30'45'57" EAST . THE COMBINED MODIFICATION FACTOR USED FOR THIS PLAT IS 0.99971455 • 11 . THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL ENTRANCE SIGNS/FEATURES . 12 • THE COLORADO COORDINATE SYSTEM HEREON SHOWN IS DEFINED AS ORDER C 2-1, 1 :50,000 AS DESCRIBED IN THE "GEOMETRIC GEODETIC ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES AND/OR STANDARDS AND SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS" BY THE FEDERAL GEODETIC CONTROL COMMITTEE . 13. NOTICE: ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT, OR LAND BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS 2 MISDEMEANOR PURSUANT TO THE STATE STATUTE 18-4-508 C .R.S . 14. "NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT . IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON" . RECORDER'S CERTIFICATE : State of Colorado County of Adams CLERK AND RECORDER CITY COUNCIL CERTIFICATE : THIS FINAL PLAT IS HEREBY APPROVED AND THE DEDICATIONS ACCEPTED BY THE CITY fp BROOMF DAY OF jc~:~ RORgj,~o SIOAL1 0 I HEARBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD IN MY OFFICE ON THE ~6fr DAY OF kJc , 2001, AT e' a O'CLOCK ft IN-BOO' AT PAGE FILE MAP, 4O RECEPTION NO .~98 3 ;377 Future Engineering Engineering Consulfan s and Surveyors 12741 East Coley Avenue, Sulte 126 Englewood, Colorado 80111 (303) 649-9292 FAR (303) 649-9499 ,M . ---PAGE BREAK--- GPs CONTROL PT. NGS PONY GROUND NORTHING 1227993.2327 GROUND EAS11NG 3124045.8166 GRID NORTHING 1227642 .700 GRID EASING 3123154.050 LATITUDE 39'57'26 .7273" NORTH LONGITUDE 10503'38.4397" WEST NW CORNER SW 1/4 SECTION 19 GROUND NORTHING 1225457 .775 GROUND EASTING 3126242.513 GRID NORTHING 1225107.9661 GRID EAS11NG 3125350 .1221 LATITUDE 39'57'01 .5691' NORTH LONGITUDE 105'03'10 .4021" WEST GPS CONTROL PT . NGS H413 GROUND NORTHING 1222791 .998 GROUND EAS11NG 3120949.468 GRID NORTHING 1222442.950 GRID EAS11NG 3120058 .588 LATITUDE 39'56'35 .4899" NORTH LONGITUDE 10504'18 .5139" WES Y 3 6.26 oc 4 ~ FP 8+ C12 LL C13 C 31 4 a 531 4~"W 0.25 a C1 0 .25 a O'0»SP~J i tD:85' 4 029 a FP / ' 5 C133 0.27 cc FP 134 C1 /27 K 52 OW 'p 32' FL 12 0.71 m ^~4y6zp "W 12531' 6 0.28 cc FP- Cl - 17J /C26 13 02 a F FP S~8 5' D&U EASE (Tw) ' S ,yw i 16 0.30 « C23 A • J C52 19 024 cc 6 20 S 0210 3,02 1 0.21 cc O 1 . ; 0.24 cc " ;2 126 i1 OW zOFUW ,n 3 w F O LJ I' 4) 01 032 a f FP 6 z 1t4' cq C14 f p 2C 121 0 2 C21 6 2 '73 m• FL v/ 2 u 024 cc nc& 6 P C15 C3 v s C, 0 47 52 OW 32 FL ss A2~ 5 ROW 32 M 0 Oa W 7 15 I c 151 6' D&U 26p049' C13j~,g5& (TYP) C155 ~80g431"-W~108 53' 1 )2 34 0.28 m I \ FP C37 7 0.25 a FP 129 J9 14 0.27 a C157 23 237 Na C23 r C33 ro 00 f 0) S/ N) 6,p 9 0.25 cc FP / S JS p26'O 7414` S?26" 3R 10 C11 0.27 a \ G12 C12 L17 R50' 25 52.0000' Raw - 37 a-FL C47 C12 4 0 . 023 cc C FP 1 0 .26 6c X284 C C C51 C114 12 0 .31 a 14 0.31 cc 52" ROW 32' FL-FL C113 a3o a FP 6 279 3 O m ~ FP 4 0 oN 0107 C98 R\26p~ 49 SBp C27 s § 0.2 S89'25'22"E 29~' X5'22 47.84' 32 .35 C28 A x7~ 8 c < F.P 5 ' , O cc A Cn1 \ j ro J e '99 281 S8 116.54 10 C268 oat cc 0.27 a ' FP 2 283R°03,094 2C44ft- C249 . / 65' ROW DEDICA BY THIS PLA PAVEMENT Wi VARIES E)CSTiN41 05 ROW- DEDICATED UNDER kE:w>T10N NO. it26269 (I'901,1{ .11LR1C(YlR4TY~ I d i ASPEN CREEK FILING NO . 7 FINAL PLAT A PARCEL OF LAND LOCATED IN THE WEST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 19, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF I3ROOMFIELD, COUNTY OF ADAMS, STATE OF COLORADO i ll I 7' PhINT OF BEGINNINt ~fr5tJ .4D 2.5" BRASS CAP \N CONCRETE L I S. 4010 i { HttOAC) AND I N I IIc ING I 1 N89'$6'S6"E ' C154 R50'00 .00' 153 22 , 2 52'ROWSAGE BRUS CT 32' FL N8906'09 E 184 .95' MATCHLINE SHEET 3 EXTENT OF 100-YEAR FLOOD ZONE TRACT D 5.40 x GRAPHIC SCALE ( IN FEET ) I inch = 100 ft . 100 0 50 100 200 400 FOUND PIN & CAP L.S. 17666 8' DRAINAGE &i UTLITY EASEMENT 1YP I N Future Engineering Inc. Engineering Consul ants and Surveyors 12741 East Caley Avenue, Suite 126 Englewood, Colorado 80111 - (303) 649-9292 FAX (303) 649-9499 LEGS FOUND AS NO SET PIN & C P.L.S. NO. 13 i ND ED AP 87 DATE : June 28, 2001 DRAWN : DJF CHECKED : DJG PoJH0. 063-00-001 Sheet 2 o1 4 ---PAGE BREAK--- to CDz_ 0_ wm L1 Z LiO m i :t C OM L ii CON OL PT. NGS PONY G JND! THINGJ22799&232 k UND AS11NG 3124045, NO =3227 442.7OO GRID EAS11NG 312315 A-TJ D _19 .'57'26.7273 -j TU )O5 I 1 t 0zFF )Cz wLiJ o¢ on- zw 2t ,.ruo RO I DNT)!CATii.D lN'NOEt RE(2U'110YN.H0 192&269 . i . 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L291 299L=61 .1 N 0) CV L285 1 19:46' 302 J J W/ Y I C23 by 291 52' aw 32 FL 0012'21`W z R=1000.00' L=100.94' C293 C7f C74 62 r"3' o '-4J 52 3 ROW FL z N O m~N D& ASE w) w 0.26 a 7.84' C7 52' 9Q G289, ROW 32' FL f 0.28 cc 50' C59 1 51 A6 ~ C\ 51924"£ 84A6' F 5 0 32 R N Q, m m C25 5.33'1 , 53.2 2 oz0 J m. N NW B C76 6 • ' &u 12 0.35 cc 10• HE " R .350_00 L=215 .60' C258 13 0 .38 cc C67 II C83 S%8p26' 0 . 741 ' TRACT F 6.34 oc >5~6 68.22, 3 0.26 cc 85}03 1 4 CG Z -1 a '3 I C259 Ogq 0.27 cc 0 .75 cc 310' 3 2 52' ROW 32' FL C 5 cc 0.25 cc V 0 m. 8' D&U EASE N89'36'24"E (1w) 11 .64' 6H}08-E-N83~8{-N88'4U37 M -83.50- 84.97- UI rC263 64 N/ 2 C256 J VR j C257 C26 26 R50 m N' 0000'260' .R0wR= C261 3 f L=167 .80' m { N89'30'13"E C260 47.37 , C262 6 9 0.2 rc 2$ N 85'441'44t 87.98' 8874' S89'S9'S9"W s 158.62' C28 52' ROW 32' FL-ft 5:4# TRACT G 0.68 ac C29 8 p 0..24 cc 6' D&U EASE (1w) £ - 89.£0' Gw rn N' C270 N O7 "nM 00z 0.0 23 ` l .31'I GNGS COURT $ L-34.79 C23 107 31' 1C23C 51 . .5 zOONWWm m m 8 C271 0.27 cc 0 116.00' C267 C149 C148 0 39 cc -R4O' C15 0..'9 cc ~y2 C272 7 013 cc 9 8936'24 11 .98 6 0.2 cc -N89:36'24t 11 .99' 0.22cc -1+1139:'16'74" 115.99' 4 0.22 cc _-N893624" 115.99' 3 0.cc 936:24" 115.99' 2 0.22 cc D ~J893624-E 115.99' 0.24 cc C9crwo0 F a I F '5.56 S89'2914 W Ao FOUND IRON PIN (DISTURBED) SW CORNER ASPEN CREEK FILING GROUND NORTHING 1223610 .842 GROUND EAS11NG 3126249.149 GRID NORTHING 1223261 .560 GRID EAS11NG 3125356.756 LATITUDE 39'56'43.3215" NORTH LONGITUDE 105'03'10.4365" WEST MILL Eat TRUSTF .1-.s PARCEL . BOOK 3907, PACE: '100 7 ASPEN CREEK FILING N0 . 7 FINAL PLAT A PARCEL OF LAND LOCATED IN THE WEST 1/2 OF THE SOUTHWEST 114 OF SECTION 19, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF BROOMFIELD, COUNTY OF ADAMS, STATE OF COLORADO MATCHLINE SHEET 2 571 .93' 10' DRAINAGE & UTIL EASEMENT EACH SIDE OF PROP. LINE . 1YP) 10' REAR DRAINAGE & UTILITY EASEMENT (1w) CHA1 Aux AT FOX MF:AFJOws 10' DRAINAGE & UTILITY EASEMENT (1w) 4 ;100 0 LEGEND FOUND AS NOTED SET PIN & CAP P .L.S. NO. 13487 50 100 ( IN FEET ) 1 inch = 100 ft. Fufura Engineering Inc. Engineering Consul ants and Surveyors 12741 East Caley Avenue, Suite 126 Englewoad, Colorado 80111 - (303) 649-9292 FAX (303) 649-9499 200 0 GRAPHIC SCALE 400 DATE: June 28, 2001 DRAWN : DJF CHECKED : DJG w0a 80. 063-00-001 • EA E Sheet of 4 ---PAGE BREAK--- ASPEN FILING NO. 7 FINAL PLAT A PARCEL OF LAND LOCATED IN THE WEST 112 OF THE SOUTHWEST 114 OF SECTION 19, TOWNSHIP 1 SOUTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF BROOMFIELD, COUNTY OF ADAMS, STATE OF COLORADO Future Engineering Inc. Engineering Consul ants and Surveyors 12741 East Caley Avenue, Suite 126 Englewood, Colorado 80111 - (303) 649-9292 FAX (303) 649-9499 DATE: June 28, 2001 DRAWN : DJF CHECKED: DJG maN 063-00-001 Sheet of LINE TABLE LINE LENGTH I BEARING L3 10.34 N08'47'53"W L7 14.86 N13'52'56"W L31 5.16 S89'25'22"E L80 47.94 50614'46"E 181 57.41 S4V42'42"E L153 15.57 N42'36'47 E L168 41 .32 S43'40'41"E L169 29.90 54312'50"E L173 52.34 N35'44'59"W L177 21 .33 536'26'31"W L178 21 .33 N3626'31"E L180 7.73 S39'56'42"E L181 7.72 N39'56'42"W L219 32.22 N35'43'30"W L278 26.28 N65'34'38"E L279 10.77 575'33'14"W 1.280 10.50 575'33'14"W L281 44.48 575'31'48"E L282 44.46 N75'31'48"W L283 36.85 S0T23'28"w L284 55.03 56729'10"E L285 24.37 N82'36'06"E L286 17.31 N89'47'39"E L287 14.64 50072'21"E L288 26.85 589'47'39"W L289 24.61 N89'47'39"E L290 25.44 N83t7'41"W L291 28.14 N8317'01"E L292 10.66 N8947'39"E L293 68.43 N02'45'O5 E L294 54.73 N0738'49"W L295 29.23 N02'38'49"W L296 31 .54 510'46'42"E L297 64.38 510'46'42"E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHRD BRNG C285 28.40' 20.00' 81'21'15" 26.07' N48'44'44"W C286 172.28' 286 .00' 34'30'46" 169.68' S25'19'30"E C287 183.92' 234.00' 45'01'58" 179 .22' N2V40'26"W C288 193.30' 286 .00' 38'43'32" 189.65' N61'33'15"W C289 61 .05' 1026 .00' 3'24'34" 61 .05' N82'37'18"W C290 29 .36' 20 .00' 84'07'14" 26.80' S42'15'S8"E 0291 68.51' 234 .00' 16'46'26" 68.26' S08'10'S2"W C292 77.30' 49 .00' 90'23'33" 69.53' N44'48'12"E C293 33.93' 20 .00' 97'11'33" 30.00' N48'48'OS"W C294 25.11' 200 .00' 7'11'33" 25.09' N86'11'52"E C295 47.12' 30 .00' 90'00'00" 42.43' S44'47'39"W C296 17 .28' 5.50' 179'59'57" 11 .00' S00'12'19"E 0297 6.18' 50.00' 7'04'40" 6.17' N86'40'01"W 0298 5 .68' 50.00' 6'30'37" 5.68' N86'32'20"E 0299 5.81' 2.00' 166'24'42" 3.97' N00'04'40"E C300 47.12' 30.00' 90'00'00" 42.43' S45'12'21"E C301 53 .79' 200.00' 15'24'38" 53.63' N82'30'02"W C302 36 .32' 20.00' 104'03'1O" 31 .53' N53'1O'41"E C303 5.30' 286.00' 1'03'41" 5.30' S01'4O'S7"W C304 9.40' 274.00' 1'57'55" 9.40' S09'10'29"E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHRD BRNG C214 113.30' 274.00' 23'41'28" 112.49' S22'00'11"E C215 95.34' 286.00' 19'05'59" 94.90' N32'38'30"W C230 34 .81' 226 .00' 8'49'35" 34.78' N86'02'17"W 0231 34.77' 274.00' 7'16'15" 34.75 N86'48'37"W C232 31 .42' 20.00' 90'00'00" 28.28' S44'36'24"W C233 31 .42' 20.00' 90'00'00" 28.28' S45'23'36"E_ C234 7,95' 10.00' 45'33'59" 7.74' N55'21'S7"W 0235 22 .05' 40.00' 3V35'08" 21 .77' S6721'22"E 0236 52 .54' 40.00' 75'15'28" 48.84' S08'56'04"E_ C237 24.16' 40.00' 34'36'16" 23.79' S45'S9'48"W C238 8.08' 10.00' 46'16'19" 7.86' N40'09'46"E_ C240 112.40' 234.00' 27'31'15" 111 .32' N24'02'S1"W C246 76.76' 284.00' 15'29'O6" 76.52' N75'13'43"W C247 94.40' 236.00' 22'55'05" 93.77' S78'S6'42"E C248 86.72' 284.00' 17'29'43" 86.38' S7752'08"L C249 18.77' 284.00' 3'47'09" 18.76' S88'30'34"E C251 48.06' 376.00' 7'19'26" 48.03' S79'12'S7"W 0252 28.40' 20.00' 8V21'15" 26.07' S63'46'OB"E 0253 29,23' 20.00' 83'44'46" 26.70' S33'40'51"W C254 90.05' 324.00' 15'55'25" 89.76' S83'30'S7"W C255 80.85' 376.00' 12'19'12" 80.69' S89'02'16"W C256 85.88' 376 .00' 13'05'12" 85.69' N78'15'32"W C257 16.82' 376.00' 733'50" 16.82' N70'26'01"W C258 90.85' 324.00' 16'03'57" 90.55' N80'29'22"W C259 18 .69' 324.00' 3'18'18" _ 18.69' N70'48'15"W C260 38.35' 286.00' 7'40'58" 38.32' S86'39'18"f C261 68.20' 286.00' 13'39'43" 68.03' S75'S8'S7"E C262 68.20' 50.00' 78'09'06" 63.03' N50'25'40"E C263 49.04' 50.00' 56'11'25" 47.09' N6V40'38"W C264 54.61' 50.00' 62'34'33" 51 .93' S58'S6'23"W C265 45.93' 40.00' 65'47'21" 43.45' N60'32'47"E C266 71 .09' 234.00' 17'24'26" 70.82' S7TS1'19"E C267 7 .11' 10.00' 40'44'36" 6.96' S20'45'S4"E. C268 105.19' 234.00' 25'45'23" 104 31' 531'18'43"E C269 13.71' 286 .00' 2'44'51" 13.71' N41'12'28"W C270 70.87' 286.00' 14'11'51" 70.69' N32'44'07"W 0271 74.73' 286.00' 14'58'17" 74.52' N18'09'03"W C272 56 .85' 286.00' 11'23'23" 56 .76' N04'S8'13"W C273 68 .70' 286.00' 13'45'48" 68.54' N82'24'42"W C274 55.38' 234 00' 13'33'38" 55.25' N82'18'36"W C275 2015' 20.00' 57'43'50" 19 .31' N46'39'53"W C276 22 60' 20.00' 64'44'23" 21 .42' N72'06'01"E C277 15 78' 284.00' 3'11'01" 15.78' N84'33'47"W C278 32.65' 20.00' 93'32'45" 29 .15' 539'22'55"E C279 75.90' 286.00' 15'12'18" 75.68' N00'12'41"W C280 28.31' 234.00' 6'55'52" 28.29' S14'S8'05"E C281 37.34' 20.00' 106'57'51" 32.15' S41'S8'47"W C282 70.24' 236 .00' 17'03'08" 69 .98' N76'00'44"W C283 8.11' 284.00' 1'38'07" 8.10' 568'18'13"E C284 83.39' 286 .00' 16'42'22" 83.10' 581'04'11"E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CHRD BRNG C76 17.86' 326.00' 3'O8'22" 17.86' S09'45'42"E C77 40.61' 474.00' 4'54'32" 40.60' S02'39'37"E C83 130.19' 274.00' 27'13'24" 128.97' S4T27'37"E C86 108,12' 274.00' 22'36'31" 107.42' S72'22'34"E C87 30.22' 274 .00' 6'19'12" 30.21' S86'S0'25"E C98 80 .46' 286 .00' 16'07'08" 80.19' S64'39'26"E C99 2_ .60' 101 .00' 1'28'27" 2 .60' S53'22'17"E C100 117 .44' 234 .00' 28'45'16" 116.21' S08'48'28"W C101 103.71' 526.00' 11'17'49" 103 .54' N19'45'S4"W C107 12 .43' 2_86 .00' 729'23" 12 .43' S55'21'11"E C111 92 .66' 286.00' 18'33'49" 92 .26' N17'05'45 W 0112 92 .52' 286.00' 18'32'04" 92.11' N35'38'42"W C113 55 .63' 50.00' 63'44'33" 52 .80' N09'44'Oi"E C114 54 .27' 50.00' 62'10'59" 51 .64' N53'13'46"W 0115 49 .37' 50.00' 56'34'44" 47 .39' S6T23'22"W C116 46 .73' 50.00' 53'33'04" 45 .05' S12'19'28"W C117 84 .42' 286.00' 16'54'47" 84.12' S86'23'31"W Ci1B 95.97' 286.00' 19'13'37" 95.52' S68'19'19"W 0119 50.03' 50.00' 57'19'52" 47.97' N74'04'07"W C120 45.32' 50.00' 51'55'40" 43.78' S51'18'07"W C121 48.30' 50 .00' 55'20'36" 46.44' S02'20'01"E C122 53.09' 50.00' 60'49'58" 50.63' S60'25'18"E C123 28.40' 20.00' 81'21'15" 26 .07' SD4'14'O6"E C124 28.40' 20 .00' 81'21'15" 26 .07' N7707'09"E C125 13.32' 15 .00' 50'53'35" 12.89' S61'S3'19"W C126 13.32' 15 .00' 50'53'35" 12.89' N10'S9'44"E C127 39 .91' 50.00' 45'43'49" 38.86' N64'28'12"E C128 53.76' 286.00' 10'46'10" 53.68' N6735'19"W C129 60.79' 286.00' 12'10'42" 60.68' N79'03'45"W C130 28.40' 20.00' 8V20'48" 26.07' S80'37'O6"E C131 28.40' 20.00' 81'21'42" 26,07' N00'44'09"E C132 5.80' 20.00' 16'36'52" 5.78' N31'25'2_3"E C133 49.18' 50.00' 56'21'05" 47.22' N1713'39"W 0134 13.32' 15.00' 50'53'35" 12_ .89' 514'29'54"E C135 13.32' 15.00' 50'53'35" 12 .89' N65'23'29"W C136 91,35' 286.00' 18'18'03" 90.96' 532'15'59"W C148 55.33' 40.00' 79'14'53" 51 .02' N01'3O'46"W C149 2.92' 10.00' 16'44'10" 2 .91' N81'37'56"W C150 47.91' 40.00' 68'37'28" 45.10' N72'2.5'25"E C151 65.86' 526.00' 7'10'26" 65.82' N10'31'47"W C152 29 .31' 20.00' 83'57'18" 26.75' S48'S5'12"E C153 40.65' 40.00' 58'13'47' 38.92' N59'S9'15'E C154 1 .87' 40.00' 2'40'54" 1 .87' N2_9'31'S5"E C155 69.28' 50.00' 79'23'25" 63.87' S6753'1O"W C156 51 .15' 50.00' 58'36'50" 48.95' N43'06'42"W C157 57.67' 50.00' 66'O5'25' 54.53' N19 :14'26"E C158 42.02' 50.00' 48'08'55" 40.79' N76'21'36"E C159 7,91' 40.00' 11'19'54" 7.90' N85'13'S4"W C160 30.15' 20.00' 86'22'38" 27.38' S45'S4'S0"W C161 65.23' 526.00' 706'18" 65.19' NO6'16'40"E CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD 0-3RD BRNG C13 70.76' 474.00' 8'33'13 70.70' N22'36'51"W C14 76.57' 286 .00' 15'20'22" 76.34' S16'40'49"E C15 12 .68' 286 .00' 2'32'27" 12.68' S25'37'13"E C16 97.42' 474.00' 11'46'31" 97.25' N12'26'S9"W C17 101 .64' 474 .00' 12'17'1O" 101 .45' N00'25'08"W C18 102 .08' 474 .00' 12'20'22" 101 .89' N11'S3'38"E C19 85.00' 286 .00' 1701'42" 84.69' S10'43'39"W 020 8.25' 20 .00' 23'37'25" 8.19' N05'59'15"W C21 74.05' 286 .00' 14'50'05 73.84' S01 '35'35"E 022 58.18' 474 .00' TO1'56" 58.14' N21'34'47"E 023 29.22' 286.00' 5'51'15' 29.21' S22'10'07 W C26 147.87' 234.00' 36'12'24" 145.42' S76'35'21"W C27 144.17' 234.00' 35'18'04" 141 .90' S40'S0'07"W C28 87.08' 234.00' 21'19'17" 86 .58' S16'13'49"E C32 85.40' 526.00' 9'18'08" 85 .30' N1428'53"E C33 31 .42' 20.00' 90'00'00" 28 .28' N2758'24"W C37 50.37' 234.00' 1720'02" 50.28' N79'08'25"W C38 35.35' 101 .00' 20'03'06" 35.17' S42'36'30"E C39 13.56' 526.00' 1'28'38" 13.56' N26'09'08"W 040 54.75' 526 .00' 5'57'48" 54.72' N22'06'S1"E C41 34.83' 234.00' 8'31'40" 34.80' S20'49'55"W C45 110.18' 234.00' 26'58'42" 109.17' N58'45'52"W C46 135.96' 234.00' 33'17'22" 134.05' N28'3TS0"W C47 2 .94' 234.00' 0'43'12" 2.94' N72'36'48"W C48 60.42' 254.00' 14'47'39" 60.25' S82'01'32"E 049 29.04' 20.00' 83'11'11" 26.55' N48'59'03"E C50 31 .42' 20.00' 90'Od00" 28.28' S62'01'36"W C51 79,14' 234.00' 19'22'36" 78.76' N02'17'51"W C52 60.84' 49.00' 71'08'06" 57.00' S18'32'27"E C53 83.81' 234.00' 20'31'13" 83.36' S64'22'06"E 054 82.44' 526.00' 8'58'50" 82.36' S06'34'01 "E C55 25.94' 526 .00' 2'49'31" 25.93' S12'28'11"E C56 13.32' 15.00' 50'53'35" 12.89' N11'33'S2"E C57 17 .17' 526.00' 1'52'15" 17.17' 501'08'28"E C59 78.72' 50.00' 90'12'28" 70.84' N00'19'06"W C60 16 .89' 50.00' 19'21'11" 16.81' N55'0556"W C61 72.53' 474.00' 8'46'03" 72.46' 509'29'55"E 062 23.47' 234.00' 5'44'46" 23.46' N78'02'38"W C63 152.59' 234.00' 37'21'47" 149 .90' N56'29'22_"W C64 82.36' 326.00' 14'28'27" 82.14' 533'33'32"E C65 85.29' 326.00' 14'59'25" 85.05' 518'49'36"E C66 62.48' 326.00' 10'58'52" 62 .38' 546'17'12"E C67 81,84' 326.00' 14'22'58" 81 .62' 558'58'07"E C68 79,35' 326 .00' 13'56'46" 70.15' 573'07'59"E C69 56 .30' 326 .00' 953'39" 56.23' 585'03'12"E C71 13 .32' 15.00' 50'53'35" 12.89' 539'19'44"E C72 95.61' 50 .00' 109'33'39" 81 .69' 51746'10"E C73 33 .67' 20 .00' 96'26'55" 29.83' 548'01'07"W C74 48 .28' 974.00' 2'50'25" 48.28' N82'20'13"W C75 8,56' 234.00' 2'05'42" 8.56' N09'14'22"W