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HomeMy WebLinkAboutBELLWETHER FARM - Filed S-SUBDIVISION PLAT - 2005-10-13FINAL PLAT BELLWETHER FARM EONg La POR7000 H OF THE NOO [WHEM7 ON 13QM RTER OF THE a00 R7HE a8T OaEIMaMLan7ER OF BEC 790H 99 STATEMENT OF OWNERSHIP, TOO WNHSHOP 7 M OORM R&HOE 89 WEBT OF THE 67H PRONCOPLAL HER900AN SUBDIVISION AND DEDICATION: C 07Y OF [FORT C OO LLOa89 COUNTY OF L&ROMER9 STATE OF COLOR&DD OO KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, BEING OWNERS OF THE FOLLOWING DESCRIBED LAND; THE NE 1/4 OF NE 1/4 OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., EXCEPTING THE NW 1/4 OF NE 1/4 OF NE 1/4; ALSO EXCEPTING; COMMENCING AT A POINT 30.0 FEET WEST AND 30.0 FEET SOUTH FROM THE NE CORNER OF SAID SECTION 9, THENCE SOUTH 266.0 FEET; THENCE WEST 335.0 FEET; THENCE NORTH 136.0 FEET TO A POINT ON THE EAST BANK OF NEW MERCER DITCH; THENCE NORTHWESTERLY ALONG EAST BANK OF SAID DITCH TO A POINT 30.0 FEET SOUTH OF NORTH LINE OF SAID SECTION 9; THENCE EAST 370.0 FEET TO THE POINT OF BEGINNING; AND ALSO EXCEPTING; BEGINNING AT A POINT 30.0 FEET SOUTH AND 660.0 FEET EAST OF NW CORNER OF NE 1/4 OF NE 1/4 OF SAID SECTION 9; THENCE EAST 125.0 FEET; THENCE SOUTH 348.5 FEET; THENCE WEST 125.0 FEET; THENCE NORTH 348.5 FEET TO THE POINT OF BEGINNING; ALSO EXCEPTING BOOK 654, PAGE 373; BOOK 669, PAGE 33 AND PAGE 126; BOOK 813, PAGE 7; BOOK 828, PAGE 476; BOOK 895, PAGE 145; BOOK 1101, PAGE 353; BOOK 1079, PAGE 42; AND BOOK 1287, PAGE 205. COUNTY OF LARIMER, STATE OF COLORADO. WHICH ABOVE DESCRIBED TRACT CONTAINS AN OVERALL CALCULATED AREA OF 14.314 ACRES, MORE OR LESS, HAVE CAUSED THE ABOVE DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, STREETS, AND EASEMENTS AS SHOWN ON THIS PLAT TO BE KNOWN AS "BELLWETHER FARM", SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY NOW OF RECORD OR EXISTING OR INDICATED ON THIS PLAT. MAINTENANCE GUARANTEE: THE UNDERSIGNED HEREBY WARRANTS AND GUARANTEES TO THE CITY OF FORT COLLINS, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND COMPLETE MAINTENANCE AND REPAIR OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT. THIS WARRANTY AND GUARANTEE IS MADE IN ACCORDANCE WITH THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE TRANSITIONAL LAND USE REGULATIONS, AS APPLICABLE. THIS GUARANTEE APPLIES TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS -OF -WAY, EASEMENTS AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS, DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT. THE UNDERSIGNED SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT BASIS WITH ALL CONSTRUCTION STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CITY. THE UNDERSIGNED SHALL ALSO CORRECT AND REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED, ALL DAMAGES TO SAID IMPROVEMENTS RESULTING FROM DEVELOPMENT -RELATED OR BUILDING -RELATED ACTIVITIES. IN THE EVENT THE UNDERSIGNED FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE UNDERSIGNED. THE CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AUTHORIZED BY LAW. ANY DAMAGES WHICH OCCURRED PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE UNDERSIGNED. REPAIR GUARANTEE: IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE UNDERSIGNED DOES HEREBY AGREE TO HOLD THE CITY OF FORT COLLINS, COLORADO, HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS CONSTRUCTED UNDER THE AUTHORITY OF THIS PLAT, FROM ANY AND ALL CLAIMS, DAMAGES, OR DEMANDS ARISING ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN; AND THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS TO SAID PUBLIC IMPROVEMENTS, TO INCLUDE, WITHOUT LIMITATION, THE ROADS, STREETS, FILLS, EMBANKMENTS, DITCHES, CROSS PANS, SUB -DRAINS, CULVERTS, WALLS AND BRIDGES WITHIN THE RIGHT-OF-WAY EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM FAILURES CAUSED BY DESIGN AND/OR CONSTRUCTION DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS INCLUDES DEFECTS IN MATERIALS AND WORKMANSHIP, AS WELL AS DEFECTS CAUSED BY OR CONSISTING OF SETTLING TRENCHES, FILLS OR EXCAVATIONS. FURTHER, THE UNDERSIGNED WARRANTS THAT HE/SHE OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES THAT THE CITY OF FORT COLLINS SHALL NOT BE LIABLE TO THE UNDERSIGNED OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND DUE CAUTION IN THE CONSTRUCTION OF CROSS DRAINS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING OF COURSES OF STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER WHATSOEVER ON PRIVATE PROPERTY. ANY AND ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF THE OWNER. I FURTHER WARRANT THAT I HAVE THE RIGHT TO CONVEY SAID LAND ACCORDING TO THIS PLAT. THE OBLIGATIONS OF THE UNDERSIGNED PURSUANT TO THE "MAINTENANCE GUARANTEE" AND "REPAIR GUARANTEE" PROVISIONS SET FORTH ABOVE MAY NOT BE ASSIGNED OR TRANSFERRED TO ANY OTHER PERSON OR ENTITY UNLESS THE WARRANTED IMPROVEMENTS ARE COMPLETED BY, AND A LETTER OF ACCEPTANCE OF THE WARRANTED IMPROVEMENTS IS RECEIVED FROM THE CITY BY, SUCH OTHER PERSON OR ENTITY. TITLE COMMITMENT NOTE: THIS LAND SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY JR ENGINEERING, LTD. TO DETERMINE OWNERSHIP OF THIS TRACT, VERIFY THE DESCRIPTION SHOWN, VERIFY THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS, OR VERIFY EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHT-OF-WAY OR TITLE OF RECORD, JR ENGINEERING, LTD. RELIED UPON TITLE COMMITMENT NO. LR17532BO4, PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED MAY, 5 2004 AT 7:29 A.M. NOTICE OF OTHER DOCUMENTS: ALL PERSONS TAKE NOTICE THAT THE DEVELOPER AND/OR OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE DEVELOPER AND/OR SUBSEQUENT OWNERS OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND COVENANTS WHICH RUN WITH THE LAND. THE SAID DOCUMENTS MAY ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT, SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLAN, AND ARCHITECTURAL ELEVATIONS, WHICH DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY OF FORT COLLINS AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS INTERESTED IN PURCHASING ANY PORTION OF THE DEVELOPMENT SITE. 1. TRACTS SPECIFIED AS "PRIVATE ACCESS EASEMENTS" SHALL BE FOR THE USE AND BENEFIT OF THE HOME OWNER'S ASSOCIATION. 2. TRACTS SPECIFIED AS "DITCH EASMENTS" SHALL MEAN THE RIGHTS TO OPERATE AND MAINTAIN THE NEW MERCER DITCH IN A MANNER SUBSTANTIALLY CONSISTENT TO THE CURRENT USAGE. 3. TRACT G IS OWNED AND MAINTAINED BY IMAGO ENTERPRISES, INC. AND OWNERSHIP COUPLED WITH ASSOCIATED MAINTENANCE RESPONSIBILITY MAY BE TRANSFERRED TO THE HOME OWNER'S ASSOCIATION, OR ALTERNATIVELY, OWNERSHIP OF TRACT G MAY BE TRANSFERRED TO THE CITY, BUT IN THAT EVENT, MAINTENANCE OF "THE PATHWAY" AS LAID OUT ON THIS PLAT OR AS MAY BE RELOCATED FROM TIME TO TIME SHALL REMAIN THE RESPONSIBILITY OF IMAGO ENTERPRISES, INC. (OR IT'S SUCCESSOR HOMEOWNERS ASSOCIATION) WHILE MAINTENANCE OF THE OTHER PORTIONS OF TRACT G SHALL BE THE RESPONSIBILITY OF THE CITY, EXCEPT AS MAY BE OTHERWISE PROVIDED IN THE PURCHASE AND SALE AGREEMENT WHICH IS ANTICIPATED TO BE ENTERED INTO BETWEEN THE CITY AND IMAGO ENTERPRISES, INC. 4. TRACT D SHALL BE OWNED AND MAINTAINED BY THE HOME OWNER'S ASSOCIATION WITH THE EXCEPTION OF THE NEW MERCER DITCH ROAD WITHIN TRACT D WHICH WILL BE OWNED BY THE HOA BUT MAINTAINED BY THE DITCH COMPANY. 5. APPROVED DRIVEWAYS ARE 5' FROM THE PROPERTY LINE NEAREST THE DW SYMBOL AND 20' WIDE UNLESS OTHERWISE NOTED. DRIVEWAYS SHALL BE RESTRICTED TO APPROVED LOCATIONS ONLY ON LOTS WITH DRIVEWAY LOCATIONS REPRESENTED AND A "DW' SYMBOL. ANY VARIATION OF DRIVEWAY LOCATION CAN ONLY BE APPROVED BY THE CITY ENGINEER. 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 AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON. BASIS OF BEARINGS: THE EAST LINE OF THE NORTHEAST ONE -QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., BEING MONUMENTED AT THE NORTH END BY AN ILLEGIBLE 3 1/4" ALUM. CAP, AND AT THE SOUTH END BY AN ILLEGIBLE 2 1/2" ALUM. CAP, IS ASSUMED TO BEAR SOUTH 00'01'00" EAST, WITH A DISTANCE OF 2644.83 FEET BETWEEN SAID MONUMENTS. BENCHMARK: ELEVATIONS SHOWN HEREON ARE REFERENCED TO A PROJECT BENCHMARK AS DESCRIBED BELOW. THE PROJECT BENCHMARK IS BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL AS DERIVED FROM CITY OF FORT COLLINS BENCHMARK 36-97 WAKONDA D IVE - — 1—: i, R C q*ry c4Nq< LEE LAKE 0 NEST VME DRIVE " 3 t Q J J m J Z 4 < Fa- rr i 0 J 0 0 A PROJECT SITE VICINITY MAP CERTIFICATE OF DEDICATION= NOT TO SCALE THE UNDERSIGNED DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO, FOR PUBLIC USE, FOREVER, THE STREETS AND EASEMENTS AS LAID OUT AND DESIGNATED ON THIS PLAT; PROVIDED, HOWEVER, THAT (1) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO DEDICATED, AND (2) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF STREETS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN STREETS SO DEDICATED UNTIL SUCH TIME AS THE PROVISIONS OF THE MAINTENANCE GUARANTEE HAVE BEEN FULLY SATISFIED. PROPERTY OWNERS IMAGO ENTERPRISES, INC., A COLORADO CORPORATION STATE OF COLORADO )s.s. COUNTY OF LARIMER ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 9 , 20 P.-I , BY LC57 G✓- F• oN &II ,) AS H Ares J.,, T FOR THE PURPOSE HEREIN ABOVE SET FORTH. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: Z l 1?z ID NOTARY PUBLIC DITCH COMPANY NEW MERCER DITCH COMPANY PAN"-AGUSTAFSON / PRESIDENT �/�� STATE OF COLORADO ) )s.s. COUNTY OF LARIMER ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS4k —DAY OFSS �iw bW, 20 BY r AS �r r f fM r�r FOR THE PURPOSE HEREIN ABOVE SET FORTH. WITNESS MY HAND AND OFFICIAL SEAL. MY COMMISSION EXPIRES: DQ-(Q -0-7 NOTARY PUBLIC NOTICE: ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES. APPROVED AS TO FORM�CITY ENGINEER: BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO THIS /S* DAY OF 4ot A.D., 2005: CITY ENGINEER PLANNING APPROVAL: BY THE DIRECTOR OF PLANNING THE CITY OF FORT COLLINS, COLORADO THIS ISIL►, DAY OF �p�,tw�0 A.D., 20�9� :CITY CLERK ATTORNEY'S CERTIFICATION: I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 2.2.3(C)(3)(a) THROUGH (e) INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL PERSONS SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORATION OR OTHER ENTITY ARE DULY AUTHORIZED SIGNATORIES UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS BASED UPON THE RECORDS OF THE CLERK AND RECORDER OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION OF THE PLAT AND OTHER INFORMATION DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2.2.3(C)(3)(f) OF THE LAND USE CODE. mom REGISTRATION NO.: �+. SURVEYOR'S STATEMENT: I, CHAD R. WASHBURN, A COLORADO LICENSED PROFESSIONAL LAND SURVEYOR, DO HEREBY STATE THAT THIS SUBDIVISION PLAT WAS PREPARED FROM AN ACTUAL SURVEY UNDER MY PERSONAL SUPERVISION, THAT THE MONUMENTATION AS INDICATED HEREON WERE FOUND OR SET AS SHOWN, AND THAT THE FORGOING PLAT IS AN ACCURATE REPRESENTATION THEREOF, ALL THIS TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. _ CHAD R. WASHBURN, PLS . COLORADO P.L.S. NO. 37963 a / 5 FOR AND ON BEHALF OF JR ENGI M14, LLC." TRACT STATEMENT: ALL TRACTS ARE TO BE OWNED AND MAINTAINED BY THE HOME OWNER'S ASSOCIATION WITH THE EXCEPTION OF TRACT D AND TRACT G. SEE TABLE BELOW FOR SPECIFIC USE. TRACT TABLE TRACT USE A DRAINAGE AND PRIVATE ACCESS EASEMENT SEE NOTE 1 B DRAINAGE AND PUBLIC ACCESS EASEMENT C DRAINAGE, UTILITY, PUBLIC ACCESS AND EMERGENCY ACCESS EASEMENT D DRAINAGE UTILITY AND DITCH EASEMENT SEE NOTES #2 AND 4 E DRAINAGE AND PRIVATE ACCESS EASEMENT SEE NOTE 1 F DRAINAGE UTILITY AND PRIVATE ACCESS EASEMENT SEE NOTE 1 G SEE NOTE #3 H DRAINAGE, UTILITY, DITCH, EMERGENCY ACCESS AND PUBLIC ACCESS EASEMENT (SEE NOTE #2) INDEX OF SHEETS SHEET NO. SHEET TITLE 1 PLAT COVER SHEET 2 FINAL PLAT 3 FINAL PLAT & TABLES FINAL PLAT BELLWETHER FARM JOB NO. 39411.00 JULY 13, 2005 SHEET 1 OF 3 J-R ENGINEERING A Westrian Comparry oll • it 1 ,• •ii,7 • 1 ,• ••5, $ . 111 CITY OF FORT COLLINS (36-97) ALUMINUM CAP, LOCATED ON THE WEST END OF THE SOUTH HEADWALL OF THE BRIDGE OVER THE NEW MERCER CANAL AT VINE DRIVE JUST EAST OF MERCER DRIVE. ELEVATION = 5061.14' CENTER NORTH NORTHEAST (UNPLATTED) ONE -SIXTY FORTH CORNER OF SECTION 9, T7N,R69W SET NO. 6 REBAR WITH 3 1/4" ALUM. CAP IN R.B. STAMPED "PLS 3Z6 do FOUND REBAR CAP "LS 5028"" 0.65' EAST (NOT ACCEPTED AS FINAL PLAT BELLWETHER FARM o EHHO L% POR LI 90H OF THE HORMEL,- 7 OHIEc SUL,-,1 7ER OF 7HE MON'THEL- 87 OH[Ec QML-,1 MIR OF BEC790H 99 C 07Y OF FORT COLLDa39 COMa4V OF L&RONER9 87&7E OF OOOLOOR&DO I I I 54' ROW I I I PROPERTY CORNER) - -82 82' - A T FENCE LINE 2.5 I 6' E (8 INSIDE PROP. LINE \ \ 6' UE r- \ ?� I \ � a 1 p 11,388 SF \\ I 40Oq OT sW4)' 1ER\ STFp A Tp BpR 2� �ESo 60492 SyF v\NE 1S 0� 2 FENCE LINE 1.7' INSIDE PROP. LINE POUDRt PLANS REPLAT (UNPLATTED) BOOK 813 PAGE 7 35.65' 9.64' S69.52'20'E 896.80' (UNPLATTED) i 24.11'� 28.50'-28.50'-60.30' -_ --50.00'- - --50.00'- - --50.00' - - - -50.00' - 165.91' �Lg ------- - - - - 0 1 5 DE S89'52'20"E 250.15' - - - - - 6° 10.Do' ' UE I� o I N 5' DE S59'55'44"E/N EXISTING 10' PSCO EASEMENT Z vi a 11 38' BOOK 1332 PAGE 210 3I N 7) 0) °f VACATED BY SEPARATE DOCUMENT 31 41 3I ow o 0 31 REC. NO. 20050031925 I o o a, 0 31 31 0 z o o ,> O I 5,6 4 SF al 4,9 5 SF �I 4,9252 SF al 4,636 SF �I a o ¢ = q 1 N 'ti 1_ n ^ ; a 0 V I 0ZI O O F-- J O 0�9' UE 0 �'ow�^ 0 0 �33.50' 33.50' o f 2262 0 � o J m a 40 N I 2256 _50s,os8 SF TRACT F oI o-� o 1 cSl` 2274-- - ZZSB - 14.49__ C48 �e 30,115 SQ. FT. �) 8 1 C14 36.58' 50.00' 39.N' S 40.30' 50.00' C5 C CqP 5' C12 =4r 104.E rn �/ \ S43'02'49"W 0I 001 p N I <p0Cp7�1{yq/� 2.6' 27.96' q� TyFp / o� 0 `V 239.62' 217.97' u \ S73'46'23"W o 40 20 0 40 80 N SCALE: 1" = 40' 1 I I II GREEN ACRES REPLAT 1 I EXISTING CITY OF FORT COLLINS WATERLINE EASEMENT BOOK 334 PAGE 298 (AS DEFINED BY ACTUAL LOCATION OF WATERLINE) HATCHED AREA OF EASEMENT TO BE VACATED BY THIS PLAT POUDRE PLANS REPLAT NORTH LINE, S 1 2, NjE 1 4, NE 1 4 SEC. 9 9.64' --50.00'- - - - - - - - - - - - - - - - - - 5' DE� 5 M cj 5' DE I 6,235 SF rn rn O \\tea o� 4 31 3 31 2 c \� y 'n 4,755 SF �I 4,962 SF al 4,965 SF �I 5,581 SF 1 y < orl 2320 0 0 0 s' UE -� o �2361s/ o \ ow C16 C1' _ 23/4 _ _ _ 2308 _ _2302 1 0 1 �e S 0 N89'52'20"W 457.60' BELLWETHER LANE n p 4 qS0 eFR n G - - - �� \ 22.02' ti. 7 y0 ^� G/ �A \ N89'52'20 80.64' ti p 6,510 SF / 3 ri O of p cv DRIVEWAY / r In _ ___ g57.6Q _ - _ _ 1" LOT 39 TO B o/ I �� Crl rn G� - - 61.25_ _ 50.33' 50.33' - 50_33' - - - 50.33_ - - 50.33' _ _ 50_333_ - 50_33_ - - - 44_04' _ �,e 9' UE I LOCATED AS SHO h 1 9' UE ( 2327 232/ 233 2309 2303 2275 2269 22E3 2257 404 U IVI 39 N 39_52'20"E 90.20' ('( 4,926 SF 0 - 2 0 I 0 9' UE o 0 0 0 0 9' UE 3 Eoo� o r�i in 0 0 16 0 0 o0 0I o n ,o i of of of of of I C43 '6 S89'15'00"W yry rn Q, Q, 4,983 SF rn o rn rn rn N89'52'20"W 101.57' WC o I !�I wl /wI wI !d w� wl I o o ' Iw 10.00' 4,722 SF I �' 0 I a 13 14 01 l0 0 17 0 16 0 19 0 20 21 v I a o �0 s�1 N N ao 1 7,500 SF 4,983 SF a 1S v al 4,983 SF �� 4,983 SF �I 4,983 SF �I 4,983 SF 5,796 SF I aD �I 1Iw a Ob I l C23 1 n '^00 4,983 SF o 0 0 0 00 1 o I ti 5,2556 SF o '^oo V^ S89'52'20"E 97.41' I f II 0 0 0 0 0 0 0Ln j 26.50' 26.50' 1 N z z z z z z z z N 1 0 o f 7.06' z 0 0 I g 4,870 SF III I I 1 589'52'20"E 97.21' 1 II I 10 m L 1 4,716 SF �I / ro II S89.52'20"E 89.71' 3 I I r 01 11 NI In O I 4,586 SF \ 5' DE 1I-- 6' UE Ifi S89'52'20"E 99.78' \ rn S46-45'43"W 7.36\ U 1hl N00'07'40"E 32.25' 0 0 0 12 15,214 SF Ln I DRIVEWAY FOR LOT 12 TO BE LEGEND Z I LOCATED AS SHOWN _ 0 SET #5 REBAR AND 1-1/2" ALUMINUM "PLS CAP STAMPED 37963 JR ENG" w SET #5 REBAR AND 1-1/2" ALUMINUM z CAP STAMPED "PLS 37963 JR ENG WC" w z .WC (WITNESS CORNER WITH TIE TO ACTUAL CORNER LOCATION) RECOVERED #4 REBAR AND CAP "LS 5028" 3 + RECOVERED SECTION CORNER AS DESCRIBED 1 RECOVERED ALIQUOT CORNER i AS DESCRIBED UE UTILITY EASEMENT DE DRAINAGE EASEMENT DW APPROVED DRIVEWAY LOCATION. SEE DRIVEWAY NOTE ON SHEET 1. FENCE LINE 0.6' INSIDE PROP. LINE FOUND REBAR do CAP "LS 5028" 0.7' NORTH X 0.8' WEST (NOT ACCEPTED AS PROPERTY CORNER) \ CHERRY STREET (60' ROW) 0 0 NORTHEAST ONE -SIXTEENTH j CORNER OF SECTION 9, T7N, R69W SET NO. 6 REBAR WITH 3 1/4" ALUM. CAP IN R.B. STAMPED "PLS 37963" TRACT A 16,876 SO. FT. BOOK 669 PAGE 33 (UNPLATTED) r-n- 1 5 UE 5' UE hI l m N89'52'20"W (0 0^ I 1N� p 0 01 L- �- - - * - 1 J o 106.50' S' DE y� ..� ., `F 0 0 --76,25' - 50.33'" - --50.33'- --50.33'- 50.33' - - - --50.33'' - `50.33'- - --50.33' --59.04'- 00 zi n ( 16.35' `' s � I N89'52'20"W--50.33'- - - - 50.33'- - --50.33'- - - --50.33' - - 50.33'- - --50.33' - - --50.33' - r N89'52'20"W - ,o � 1 I I ~ w �I r 59.04' I 76.25' F 26.50' 26.50' o I I s^. a 5' UE 5' UE N 37 0» \ o I-9' UE 0 0 0 0 0 0 0 ^ I I 8,684 SF C25 o c I cn o ai � 2268 ai NI o 0Ib °' m .�, h Io 0I / WC 016 0 1 O) 30 I 29 w1 23 27 wI 26 w1 I 24 I 23 22 I I o a I 5,796 SF a1 4,983 SF a1 4,983 SF a1 4,983 SF 01 4,983 SF o1 0 4,983 SF1 4,983 SF - 7,500 SF 1 a0 r 9 UE / 5' DE 25 / LIMITS OF 100 p 0 ^o ^ 0 0 4,983 SF 0 LIMITS WERE DETERMINED .. 0 0 0 o 1-1 I 1 a v"' YEAR FLOOD PLAN 1 O 0 0 0 0 0 0 -t 9' UE n' �.• , I z z Z z z z o I I i� BY GIS DATA PROVIDED BY 28 t �6 2320 23/4 2308 2302 2274 2262 II 2256 W I / _`� '� THE CITY OF FORT COLLINS d ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ----- 1 ----- 'o AND WERE NOT SURVEYED e� _ _ WC BY JR ENGINEERING p 44. 50.33' S0.33' 50.33' S0.33' 50.33' 50.33' 50.33' r 61.25' ( / ,.� �. 9' UE _ _ _ 457.60 0 i N76;341¢„W 7� �� c5\ 9' UE 9' UE �'h 34.03 ? I 100 fR 0 . - - - - N89'52'20"W 457.60' - a _ - - �� ri o Fury / m TARRAGON LANE o Lr)�'j/ ai ro N S`'� 665� ( BOOK 1101 PAGE 353 !0 J� C34\ C33 _ 328.23 _ $ F (UNPLATTED) � � 50.00' SOAO - 55.00 118.00' w 46.12' C71 G� 66�2,0 04 00lilt �,c32 -_ 9.10' '2321 23/5 23� ------ 2303 --� ° c62 I - 1.4 s9oo0'00"W N n °i 6g 76.08• 7p h / /FLl7WY 2333 36 0 5 ' �0 TRAIbT E \ FENCE LINE 0.7' °^' 4 2327to a0 7,506 SF o j2. I 3,557 SQ. FT. \ INSIDE PROP. LINE ri '004 0 C w1 z ,183j I UTILITY EASEM�A�T 95.°��' M28.50' rn o =wl 0I �S9 3 I BY THIS PLAT-, \ �0•f�� / / w m 31 32 33 a 34 35 ^ L.�>-e S87'59'51"W�f�o ^ 4,933 SF 00 1^ w 100 / LIMITS OF FLOOD WAY wy �l0 6,045 SF I 5,159 SF i- 5,002 SF 2 S90'00'00"W 75,927.63'I w a o 5,076 SF 56F I -- - 1 0 / LIMITS WERE DETERMINED BY GIS o i. o ^ o z \ PCs FENCE LINE 1.7' / / I DATA PROVIDED BY THE CITY OF 0o U n o z z 45 g2 I 1 S87'59'51"W 10) _ _ -\ _ \ \ \ P INSIDE PROP. LINF� / FORT COWNS AND WERE NOT z 0 0o z 6 Ti 0 (O t I - - - - - - - - c) \ $/ SURVEYED BY JR ENGINEERING c0 u o 5671 57 n z q 17.39' 50.01' 35.06' 15.42 N76'00 5� 9�5 1 5 a'/I� \ \ \ / / / 3 2 N89'050.01' 102.46' "V� �• I BOOK 1101 PAGE 353 0 3• 51D.95, ` 90.19 562� O j ,59 g9 I \ \ \ \ \6 / (UNPLATTED) I S N89'S9 00•E 510.00 a ( 57855 `' 482.50' N90'00'00"W �27.11 0 J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -( PUBLIC ACCESS EASEMENT BY THIS PLAT TH PATHWAY" c� ^� N83'44'51"E 8g8 _ S I /'�s�• C6 r-----------------,�---(,- ------------------ x p0 5�» N� 12 / I I �� / %C ys >>\� 9 / N90'00 00 W 327.11 C6. ' U v� 28.68' S�6 TMwpY") 6 `� DRAINAGE EASEMENT \ ' I 1 100 TRACT G j, EPA 1313 BY THI°, PLAT Y ( / R 167,963 SQ. FT. 00-6�0 57875518 PUBLIC ACCESSEASEMENTBS7THIS PLAT ��� CN'8p05? w-�M7Y/o1- \2ly// 39\ I N1� DRAINAGE EASEMENT �3 EXISTING CITY OF FORT COLLINS N56'32'• 48 89 _ n �I �� BY THIS PLAT 9� S\ WATERLINE EASEMENT BOOK 334 Ir'7i �k1 eG�p- �g� �01 _ 55,15»yt S89'Ot'10"W 104.15' / 0 PAGE 298 (AS DEFINED BY �1N =F /�5!84480• �aDO wl � \ ACTUAL LOCATION OF WATERLINE) hh�61� / y� TRACT G / 0 a l / d Gh �L161 �1"/ h /�h 167,963 SQ. FT. / a . il I TRACT G G� S90'00'00"E 71.35'� o�11y / �wY� Ib '001 167,963 SQ. FT. -N90'00'00"W 80.aa' - �� l� -loom I Z zl /�� \ \ FINAL PLAT ry - ' / ( I S89'51'32" E / y 3 , DRAINAGE EASEMENT 20.00' / \ \ BELLWETHER FARM -)� `7 - ___ BY THIS PLAT-- --_-___ -_--� / \ \ _________ JOB N0. 39411.00 __} ----------------------- - - - - - - - - - - - - - - - - - - - - - - - - / \ \ JULY 13, 2005 � :t SO4'42'21"W S28'25'53"E 21.04' 26' SANITARY SEWER N 1415 ESMT. BY THIS PLAT 567.47' 1 // \ \ SHEET 2 OF 3 39.24' 66.71' 1156.17' 17/61' TRACT B , S 1/2, NE 1/4, E. 1 4 SEC. 9 N8951'32"W 1279.72' SOUTH LINEN 1,172 SQ. FT. / (UNPLATTED) FENCE ON PROP. LINE T FENCE LINE 1.8' J"R ENGINEERING INSIDE PROP. LINE NOTI\� A Westrlan Company 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 M EaSt F(oSpeot PM4 Suite, M-FW t^,okr-,, CO 8M NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE 9](} Q�$$. Fax 97Q 491 9984 •wwai COm THAN TEN YEARS AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON. T 8-ye-� L}4 jb FINAL PLAT BELLWETHER FARM o EONO L--,1 POR i700H O�l�/](��'Cj�11�C�n[n��/]OG(��jj7HE MST OHEt=QM(,-',1G 7EH OIL 7NE Mn OQ�'aC�[, R7 O[n Ec30ML--� R7ER OF BEC�� 90H 99 U (O�1JL�lj'U�V%8II 91 LI HOR(�7II L1q R&HC�E (39M W�E37 nOF 7NE C�7C��j1 [PRO�lC P&L HIER�UDU M _ _ N89'53'WWW 2627.73' V� 9 IJ ll OF FORT V� OLL�-� M89 `V� OMIJYJ7 IJ O�j�' L�Li1R011l ER9 8 ll & ll E OF `V� OLORLr:1DO ©� 1313.87' - - I --1313.86' - - �jO 40 20 0 40 80 SCALE: 1" = 40' FENCE LINE 1.7' BOOK 669 ' INSIDE PROP. LINE BOOK 613 PAGE 7 35.65' PAGE 33 I (UNPLATTED) i 24.11'\ (UNPLATTED) _-50.00' - n 165.91' - - L9- C ---� 12 10.00' 6' UE S59'S5'44"E/� EXISTING 10' PSCO EASEMENT � w i 11 38' m BOOK 1332 PAGE 210 ? n VACATED BY SEPARATE DOCUMENT I o W p �I o00 31 REC. NO. 20050031925 0 ~~ OI I O a. I.- Z • NJ 3F-OJfn O OI O ai D'ow n o o J J m a 4 0 p �' W I 2505,068 SF ool col N 0 TRACT IF o 0 30,115 SO. FT. C¢O, 6 C S43'02'49"W o I aul �C u 27.96' LT6 A S73'46'23"W \ 22.02' N89'52'20"W 80.64' ti p DRIVEWAY FOR LOT 39 TO BE o/ I �� <H I 9' UE N I� LOCATED AS SHOWN try h $ 1044 39 o U 3 4,926 SF o � I o M o �.. C43 0 'n � S89'15'00"W O N89'52'20"W 101.57' _ y 0 10.00' / AW/' O 0 1w it 0 � to cN 1 5,255 SF o o '`ry w o� 0 7.06' z o m N89_52'20"W o I 106.50' 5' DE 50 �P W z l r 1 16.35" 26.50' 26.50' �I� 37 � 8,684 SIF // I /Wc r- 9 UE / 5' DE 1 / LIMITS OF 100 _ 8 YEAR FLOOD PLAIN -9 UE I a ^ fir' LIMITS WERE DETERMINED i F BY GIS DATA PROVIDED BY / •� THE CITY OF FORT COLLINS/ .op cP AND WERE NOT SURVEYED WC r� BY JR ENGINEERING N7634' 4"w 4.03 gyp 10011R 3 �� -N by �rG�o ry� M �( BOOK 1101 PAGE 333 6y 5� �N66�Z�pE o� (UNPLATTED) 00f/ 0"W / FENCE LINE INSIDE PROP.. LINE / 9 / � 91 / ,L �O Ei � \ N66 S117'59'51"W 'S.98' - 27.63' W 1p0f I /� LIMITS OF FLOOD WAY ii $ FENCE LINE 1.7' / / LIMITS WERE DETERMINED BY qS N 1 7 72' _ _ _ _ PCs / I DATA PROVIDED BY THE CITY OF _ �6 g N IDE PROP. LINEi / FORT COLLINS AND WERE NOT FOUND N0. 4 REBAR SURVEYED BY JR ENGINEERING \ \ C \\ En/ /� E AST (NOT ACCEPTED AS PROPERTY PIN) \ \ / \ \ \ BOOK 1101 PAGE 353 FENCE LINE 1.7' CIO / N8959'00 10. (UNPLATTED) INSIDE PROP. LINE -- - _ _ ^ 482.50' _ N90'0_0'0_0"W _ 27.11'_ - -------------------_C6¢ FENCE LINE 4.0' \ / s PUBLIC ACCESS EASEMENT BY THIS PLAT y Otis 6 ("TH PATHWAY") INSIDE PROP. LINE �j C69�T------------------r----- - - - - - - - - - - - - - - - - - \\I/N56'32'48"W N90'00'00"W %C �� N90'00 00 W 327. 11' 10pYR� / �Si• sr�•• / C69 \ 26.76' 32,89' / TRACT G � 2•. / 167,963 SQ. FT. _np*y DRAINAGE EASEMENT � - 3 S� WgI�ERLNEIEASOEMENORBOOKLI334 N56��468"W \C 0 J BY THIS PLAT !�9) 6j -- \ / �3• PAGE 298 (AS DEFINED BY I /� C73) I -0 WA, ACTUAL LOCATION OF WATERLINE) N90'00'00"W 001 h r // \ 32.89' 0f o10 Nri G y� o TRACT G o f oo 3Q. FT. 167,963 SQ. FT. oI 0,I� /z h o ao 0 0 111 , FENCE LINE OJ'r" I 1ri o v, INSIDE PROP. LINE 0, I I 0 0 v a ---------T---------------- \ \- \ ------------------------------------------- v - v v A vL5 1279.72' FENCE ON PROP. LINE J 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 AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON. (tNPLATTED) FENCE LINE 0.9' OUTSIDE PROP. LINE NORTHEAST CORNER SEC. 9, T7N, R69W FOUND 3 1/4" ALUM. CAP (ILLEG.) 3 30.003 I C3 rn �< z � Q ~ F �IOD w � Z� N Zi z w J O 0 V) - Qo ui 0 N NORTH ONE -SIXTEENTH CORNER SECTIONS 9-10, T7N, R69W SET NO. 6 REBAR WITH 3 1/4" ALUM. CAP IN R.B. STAMPED PLS 37963" EAST QUARTER CORNER SEC. 9, T7N, R69W FOUND 2 1 /2" ALUM. CAP (ILLEG. 0 I olo �I I °lox NI f _N 589-52'20"E 1311.79' N O °f o zo I o10 ij o r� I olrn 1 0 N O G 1309.72' ® 1309.73' ri S89'51'32"E 2619.45' O N NORTHEAST ZONE -QUARTER OF 160 SEC. 9,� T7N, R69W z 0 0 N � N SCALE I 1� 1" = 500' I I N I OD - - - - - - - 1305.58' 1305.58' O O N89'49'57"W 2611.17' SECTION BREAKDOWN DETAIL CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD BEARING Cl 90'00'00" 41.50 65.19 58.69 S45'07'40"W C2 90*00,00" 41.50 65.19 58.69 S44'52'20"E C3 90,00,00" 41.50 65.19 58.69 N45'07'40"E C4 90,00,00" 41.50 65.19 58.69 N44'52'20"W C5 90'00'00" 15.00 23.56 21.21 S45'07'40"W C6 90'00'00" 15.00 23.56 21.21 S44'52'20"E C7 90*00,00" 15.00 23.56 21.21 N45'07'40"E C8 90*00,00" 15.00 23.56 21.21 N44'52'20"W ' C9 10'26'13" 139.50 25.41 25.38 N05'20'47"E C10 10'24'11" 162.70 29.54 29.50 S05'21'47"W C11 90*00,00" 15.00 23.56 21.21 N45'07'40"E C12 14'06'03" 189.50 46.64 46.52 S82'49'18"E C13 10*02'21" 189.50 33.20 33.16 S80'47'27"E C14 4'03'43" 189.50 13.43 13.43 S87'50'29"E C15 11812'07" 76.00 156.79 130.43 S45'07'40"W C16 13*09,01" 76.00 17.44 17.40 N82'20'47"W C17 33'33'27" 76.00 44.51 43.88 S74'17'59"W C18 30'47'02" 76.00 40.83 40.34 S42'07'44"W C19 32*17'04" 76.00 42.82' 42.26 S10'35'41 "W C20 8'25'33" 76.00 11.18 11.17 S09'45'37"E C21 14'06'03" 189.50 46.64 46.52 N06'55'22"W C22 11'55'59" 189.50 39.47 39.40 N08'00'24"W C23 2*10'04" 189.50 7.17 7.17 NOO'57'22"W C24 14'06'03" 189.50 46.64 46.52 N07'10'42"E C25 1'16'11" 189.50 4.20 4.20 NOO'45'46"E C26 12'49'52" 189.50 42.44 42.35 N07'48'47"E C27 118'12'07" 76.00 156.79 130.43 S4452'20"E C28 6*1O'17" 76.00 8.19 8.18 S11'08'35"W C29 39*15'28" 76.00 52.07 51.06 S11'34'18"E C30 12'04'05" 76.00 16.01 15.98 S37'14'04"E C31 21'38'24" 76.00 28.70 28.53 S54'05'18"E C32 39'03'53" 76.00 51.82 50.82 S84'26'27"E C33 14'06'03" 189.50 46.64 46.52 S83'04'38"W C34 1'38'17" 189.50 5.42 5.42 S76'50'45"W C35 12'27'47" 189.50 41.22 41.14 S83'53'47"W C36 14'06'03" 189.50 46.64 46.52 N82'49'18"W C37 118'12'07" 76.00 156.79 130.43 N45'07'40"E C38 90*14'21" 76.00 119.70 107.70 N59'06'33"E C39 27'57'46" 76.00 37.09 36.72 NOO'00'30"E C40 14'06'03" 189.50 46.64 46.52 S06'55'22"E C41 14'06'03" 189.50 46.64 46.52 S07'10'42"W C42 13'05'44" 189.50 43.31 43.22 S06'40'32"W C43 1'00'20" 189.50 3.33 3.33 S13'43'33"W C44 118'12'07" 76.00 156.79 130.43 N44'52'20"W C45 30'58'01" 76.00 41.08 40.58 N01'15'17"W C46 30'10'35" 76.00 40.03 39.57 N31'49'35"W C47 27'03'08" 76.00 35.88 35.55 N60'26'26"W C48 30'00'23" 76.00 39.80 39.35 N88'58'12"W C49 14'06'03" 189.50 46.64 46.52 N83'04'38"E C50 10*48'03" 189.50 35.72 35.67 N84'43'38"E C51 39'09'50" 47.34 32.36 31.73 N27'05'33"E C52 10'39'02" 209.18 38.88 38.83 S41'38'37"W C53 47'08'13" 25.00 20.57 19.99 N23'41'47"E C54 10'40'09" 229.18 42.68 42.61 S41'38'51"W C55 40'08'19" 30.00 21.02 20.59 N56'15'58"E C56 6'53'38" 209.18 25.17 25.15 S39'45'55"W C57 3'18'00" 189.50 10.91 10.91 N77'40'37"E C58 90,00,00" 15.00 23.56 21.21 S44'52'20"E C59 10'24'11" 162.70 29.54 29.50 N05'06'27"W C60 10'26'13" 139.50 25.41 25.35 S05'05'27"E C61 3'45'24" 209.18 13.72 13.71 S45'05'26"W C62 0'54'26" 189.50 3.00 3.00 N89'25'07"W C63 33*27'12" 45.00 26.27 25.90 S73'16'24"E C64 33*27'12" 55.00 32.11 31.66 N73'16'24"W C65 61'58'48" 45.00 48.68 46.34 S59'00'36"E C66 71'40'43" 55.83 69.85 65.38 N58'12'31"W C67 33'27'12" 55.00 32.11 31.66 S73'16'24"E C68 33'27'12" 45.00 26.27 25.90 N73'16'24"W C69 61'58'48" 55.00 59.50 56.64 S59'00'36"E C70 70'18'27" 46.03 56.48 53.01 N56'28'54"W C71 13'11'38" 189.50 43.64 43.54 N82'22'06"W C72 89'59'00" 19.00 29.84 26.87 N45'00'30"W C73 89'59'00" 9.00 14.13 12.73 N45'00'30"W C74 86'07'00" 19.00 28.56 25.94 S43'04'30"E C75 89'35'14" 9.00 14.07 12.68 S44'48'37"E ALIQUOT CORNER LEGEND NORTHEAST CORNER 1 SEC. 9, T7N, R69W O FOUND 3 1/4" ALUM. CAP (ILLEG.) IN R.B. NORTH ONE -SIXTEENTH CORNER SECTIONS 9-10, T7N, R69W SET NO. 6 REBAR WITH 3 1/4" ALUM. CAP IN R.B. STAMPED "PLS 37963" EAST QUARTER CORNER (1) SEC. 9, T7N, R69W FOUND 2 1/2" ALUM. CAP (ILLEG.) NORTHEAST ONE -SIXTEENTH CORNER OF SECTION 9, T7N, R69W ® SET NO. 6 REBAR WITH 3 1/4" ALUM. CAP STAMPED "PLS 37963" CENTER OF SEC. 9, T7N, R69W QS FOUND 3" ALUM. CAP STAMPED "R.A. BRADSHAW LS 20123" NORTH ONE -QUARTER COR. © SEC. 9, T7N, R69W FOUND 3" ALUM. CAP STAMPED "R.A. BRADSHAW LS 20123" CENTER NORTH NORTHEAST ONE-SIXTYFORTH CORNER Q7 OF SECTION 9, T7N, R69W SET NO. 6 REBAR WITH 3 1/4" ALUM. CAP STAMPED "PLS 37963" LINE TABLE LINE BEARING LENGTH L1 S34'29'44"E 6.13 L2 N36'11'49"E 20.85 L3 N36'11'49"E 47.21 L4 S90'00'00"W 31.98 L5 S89'51'32"E 32.08 L6 S89'52'20"E 26.93 L7 S22'30'00"E 34.86' L8 N51'17'42"W 51.60 L9 S89'52'20"E 20.00 L10 S84'56'30"E 20.79 L11 S60'22'30"E 20.23 L12 S55'42'00"E 20.05 L13 S59'42'00"E 20.00 LEGEND SET #5 REBAR AND 1-1/2" ALUMINUM CAP STAMPED "PLS 37963 JR ENG" SET #5 REBAR AND 1-1/2" ALUMINUM -WC CAP STAMPED "PLS 37963 JR ENG WC" (WITNESS CORNER WITH TIE TO ACTUAL CORNER LOCATION) RECOVERED #4 REBAR AND CAP "LS 5028" + RECOVERED SECTION CORNER AS DESCRIBED 1 RECOVERED ALIQUOT CORNER i AS DESCRIBED UE UTILITY EASEMENT DE DRAINAGE EASEMENT DW APPROVED DRIVEWAY LOCATION. SEE DRIVEWAY NOTE ON SHEET 1 FINAL PLAT BELLWETHER FARM JOB NO. 39411.00 JULY 13, 2005 SHEET 3 OF 3 J•R ENGINEERING A Westrian Company all 0_9z L4