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HomeMy WebLinkAboutBANK OF CHOICE - Filed S-SUBDIVISION PLAT - 2007-06-15m N N m STATEMENT OF OWNERSHIP AND SUBDIVISION: Know all men by these presents, that the undersigned, being owners of the following described land: Rafferty's P.U.D. as recorded March 1, 1996 as Reception No. 96014725 of the Records of the Lorimer County Clerk and Recorder (LCCR) being part of the Southeast Quarter (SE1/4) of Section Thirty-six (36), Township Seven North (T.714.), Range Sixty-nine West (R.69W.), City of Fort Collins, County of Lorimer, State of Colorado. . . . (which above described tract contains 5.198 acres, more or less) have caused the above described land to be surveyed and subdivided into lots, tracts and streets as shown on this plat to be known as BANK OF CHOICE, subject to all easements and rights -of -way now of record or existing or indicated on this plat. CERTIFICATE OF DEDICATION: 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. ANCE GUARA 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 Plot. 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 m to said improvements undersigned shall also correct and repair, or cause to be corrected and repaired, al damages p 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. 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 f settling trenches fills or excavations. well as defects caused b or consisting o sett materials and workmanship,as , Y 9 9 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. NOTICE OF OTHER DOCUMENT 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 ore 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. . � o► � OWNER: Bank of Choice By. or / Far V Darrell McAllister. C. • N \w wip111"w p (QjrPWf �0M Date: 123/0-7 NOTARIAL STATE DEC' ss. COUNTY 0 ) The foregoing instrument was acknowledged before me this day of M��� 20CIV My commission expires 3. Witness my hand and official seal. (SEAL) Notary Pub is B"KOFCKOICE Being a Replat of Rafferty's P.U.D., City Of Fort Collins, County Of Larimer, State Of Colorado (For Recording Purposes: Part of The Southeast Quarter of Section 36, Township 7 North, Range 69 West of The 6th P.M.) ATTORNEYS 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 Lorimer 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 dbbyf�Section 2.2.3(C)(3)(f) of the Land Use Code. Attorney. /�1:�.(�+( I // -o, Address: �ZS S• lri7wtJ �J Registration No.: Y ff- MMITMENT N This survey does not constitute a title search by King Surveyors Inc. to determine ownership or easements of record. For all information regarding easements, rights -of -way and title of records, King Surveyors Inc. relied upon Title Policy Number FCC25069950-3, dated October 30, 2006 at 5:00 P.M. as prepared by Land Title Guarantee Company to delineate the aforesaid information. NOTE According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you 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 certificate shown hereon. (13-80-105 C.R.S.) NOTE Future widening of Boardwalk Drive at the intersection of Harmony Road will require modification to CDOT's existing deed access control line. BASIS OF BEARINGS Assuming the South line of the Southeast Quarter of Section 36, T.7N., R.69W. as bearing North 8952'34" East, being a Grid Bearing of the Colorado State Plare Coordinate System, North Zone, North American Datum 1983/92, a distance of 2652.19 feet with all other bearings contained herein relative thereto. RVEYOR'S N recovered during the field work whose In conducting this survey, Two 2 separate sets of nr onumentation were ecove ed du c 9 9 Y� () P Mr. Larry Intermill LS12374 and the positional relationships are defined herein. The first set were established by La y ( ) second set were established by Mr. Richard Rutherford (LS5028). The positions of the monuments as set by Mr. Rutherford are essentially 1 foot to 1.5 feet West of the locations established by Mr. Intermill. Mr. Intermill platted the Right -Of -Way (ROW) for Boardwalk Drive and Whalers Way as well as the subdivision plat for The Mallards At The Landings P.U.D.. The monuments recovered herein were set during the above platting and would control the positions of these items. The monuments set by Mr. Rutherford were set during the platting of Raffertys P.U.D.. I have accepted the positions of the monuments as set by Mr. Intermill as controlling for the purpose of defining the boundary of this subdivision. The position of the monuments as set by Mr. Rutherford would normally control the position of this replat if their positions were based upon the prior plattings and recovery of existing monuments established by Mr. Intermill during those plattings. As the Rutherford monuments do not correlate with the Intermill monuments I have not accepted them as controlling. The property description on the plat of Raffertys P.U.D. calls for the East ROW line of Boardwalk Drive and the Southerly ROW line of Whalers Way. It further calls for the West line of The Mallards At The Landings P.U.D.. The calls for these controlling "monuments" will control the position of the subdivision irrespective of the position of the monumentation. I have therefore not accepted the position of the monuments as set by Mr. Rutherford, but have used the controlling calls within the property description of the subdivision plat for Raffertys P.U.D., whose positions are defined by the monuments as set by Mr. Intermill. SURVEYOR'S STATEMENT I, Charles B. Jones, a Colorado Registered 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 foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information, belief, and in rrj"rofessional opinion. Charles B. Jones 9f Rip(T6;W Aveyors, Inc. Colorado Registe d li�retes�ib ° w ` y Land Surveyor # �Jj��gC'LAh� S�QJ NOTICE ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION A 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. LAND DISTRIBUTION TABLE 958 A = 4. ACR ES C S 95% RIGHT OF WAY = 0.240 ACRES 5% TOTAL ACREAGE = 5.198 ACRES 100% APPROVED AS TO FORM. CITY ENGINEER By the City Engineer of the City of Fort Collins, Colorado this cy day of �ilA/1E A.D., 208T_. 16�,City En r7- er PLANNING APPROVAL By the Director of Planning the City of �Q Fort Collins, Colorado this T1 day of <7VYsd_ A 20&T. ect of Planning Cit le s�Nl7yC.O��N�' SAY 0 Site b "A"ONYROAD LINE TABLE LINE BEARING LENGTH L1 S00'24'28"E 1.10' L2 N82'38'20"E 110.71' L3 N89'35'32"E 57.59' L4 S76'02'40"E 2.51' L5 S00'25'11"E 32.34' L6 N89'34'44"E 5.43' L7 S82'03'06"W 98.99, LS N17'08'53"W 22.37' L9 SOO'24'28"E 42.11' L10 S82'03'06"W 23.81' L11 S00'24'28"E 30.41' L12 N89'35'32"E 46.18' L13 S00'24'28"E 33.89' VICINITY MAP (NOT TO SCALE) LINE TABLE LINE BEARING LENGTH L14 S89'35'32"W 46.18' L15 N90'00'00"W 16.37' Lib N00'00'00"W 32.67' L17 N90'00'00"E 12.61' L18 N00'00'00"E 11.65' L19 S25'25'11"E 22.68' L20 S64'34'49"W 9.02' L21 S64'34'49"W 19.29' L22 S00'24'28"E 40.43' L23 S89'35'32"W 52.18' L24 N51'57'39"E 45.22' L25 S25'25'11"E 14.00' L26 S51'57'39"W 62.10' CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD CH BEARING C1 25.38' 15.00' 9657'13" 22.46' N48'53'04"W C2 141.50' 690.00' 11'45'00" 141.25' N06'16'58"W C3 20.09' 15.00' 76'44'16" 18.62' N26'12'41"E C4 67.82' 865.75' 04'29'18" 67.80' N66'49'27"E C5 25.38' 15.00' 96'57'13" 22.46' N48'53'04"W C6 149.78' 709.00' 12'06'15" 149.50' N06'27'35"W C7 20.18' 15.00' 77'05'31" 18.69' 1 N26'02'03'E C8 12.53' 50.00' 14'21'48" 12.50' 1 S83'13'34"E C9 62.67' 250.00' 14'21'48" 62.51' S83'13'34"E C10 38.27' 25.00' 87*43'11" 34.64' S43'26'24"W C11 31.24' 30.00' 59'40'08" 29.85' S30'15'16"E C12 20.22' 25.00' 46'19'47" 1 7' 9.6 S36 '55'26"E C13 246.62' 2035.37' 06'56'32" 246.47' 1"W S85 3' 22 C14 56.25' 2035.37' 0135'00" 56.25' S82'50'36"W C15 7B.19' 2035.37' 02"12'03" 78.18' S84'44'08"W C16 112.18' 2035.37' 03'09'29" 112.17' S87'24'54"W C17 110.07, 63.00' 100'06'11" 96.59' N32'54'12"E C18 6.59' 2035.37' 00`11'08" 6.59' S82'08'40"W C19 53.20' 51.00' 59'46'12" 50.82' S34'41'43"W C20 118.31' 724.00' 09'21'47" 118.18' N06'22'27"W C21 124.10' 709.00' 10*01'45" 123.95' N05'25'20"W C22 25.68' 709.00' 02'04'30" 25.68' N11'28'28"W C23 2.79' 15.00' 10'40'13" 2.79' N07'10'36"W C24 62.83' 40.00' 90'00'00" 56.57' S19'34'49"W OF. SEAL LINE TABLE LINE BEARING LENGTH L27 S64'34'49"W 32.00' L28 SOO'24'28"E 57.00' L29 S89'35'32"W 20.10' L30 N00'24'28"W 38.00' L31 N89'35'32"E 7.00' L32 N00'24'28"W 43.73' L33 N89'35 32 E 24.00 L34 N89'35'32"E 6.DO' L35 S00'24'28"E 38.00' L36 S89'35'32"W 6.00' L37 N00'24'28"W 38.00' L38 S81'44'20"W 29.27' L39 S00'24'28"E 48.00' CURVE TABLE CURVE LENGTH RADIUS DELTA CHORDPS44*35'32"W EARING C25 28.36' 25.00' 64'59'16" 26.86'05'11"W C26 9.42' 6.00' 90'00'00" 8.49'24'28"E C27 62.83' 40.00' 90'00'00" 56.57'24'28"E C28 62.83' 40.00' 90'00'00" 56.57'C29 28.35' 25.00' 64'58'16" 26.85'06'25"WC30 45.36' 40.00' 64'58'16" 42.97'O6'25"WC31 62.83' 40.00' 90'00'00" 56.57' N4524'28"W C32 62.83' 40.00' 90'00'00" 56.57' N44'35'32"E C33 7.41' 20.00' 21"13'22" 7.37' N78'58'52"E C34 17.32' 10.00' 99'14'10" 15.23' N18'45'06"E C35 24.35' 20.00' 69'45'13" 22.87' N65'44'36"W C36 8.91' 50.00' 10'12'45" 8.90' S84'2910 W C37 31.42' 20.00' 90'00'00" 28.28 S19'34 49 W C38 45.37' 40.00' 64'59'16" 42.98' S32'05'11"W C39 36.44' 20.00' 104'24'08" 31.61' S51'47'36"W C40 12.57' 50.00' 14'24'08" 12.54' N83'12'24"W C41 25.13' 16.00' 90'00'00" 22.63' N44'35'32"E C42 25.13' 16.00' 90'00'00" 22.63' S45'24'28"E C43 25.13' 16.00' 90'00'00" 22.63' S44'35'32"W C44 25.13' 16.00' 90'00'00" 22.63' N45'24'28"W C45 31.42' 20.00' 90'00'00" 28.28' S44'35'32"W C46 31.42' 20.00' 90'00'00" 28.28' N45'24'28"W C47 12.57' 8.00' 90'00'00" 11.31' N44'35'32"E C48 31.42' 20.00' 90'00'00" 28.28' S45'24'28"E DATE: 08/12/2004 FILE NAME: 2003226SUB SCALE: 1 "=100' DRAWN BY: MCD/KRG CHECKED BY: CBJ U o 00 0 11.0 H 00 01 00 V J 0 Pi U � O 11-I 0 Lt `J 00 0 00 �p \ \ 0 0 0 w 0 U N U Q Q J J Z 0W 0 0 W M Q. 0 W 0 O 3 3 > 5 W W Z W Z O U Of w 4y Uj a_ a_ Y of s a w n- Z wZ Z NOW U c) 3 o o 5 rn w o N W W W O W W d K. of U of Z LIJ U LAJ w -,t O Uw� OD U Li" �U11. -O O LL_ O O O ``0�r Y 3i� w Q m r� (D (n � PROJECT #: 2003226 1 g J SHEET 1 OF 2 m 8 7 J DETAIL A (NOT TO SCALE) DETAIL C (NOT TO SCALE) DETAIL E DETAIL B (NOT TO SCALE) DETAIL D (NOT TO SCALE) DETAIL F S82.44'04-W 1.77' S,ly o. WEST LINE OF TRACT A \WHALERS COVE AT THE LANDINGS P.U.D. / RA - zVOF CHOICE Being a Replat of Rafferty's P.U.D., City Of Fort Collins, County Of Larimer, State Of Colorado (For Recording Purposes: Part of The Southeast Quarter of Section 36, Township 7 North, Range 69 West of The 6th P.M. EMERGENCY ACCESS EASEMENT DETAIL � `�72EAE \ \N o\ \ k k I 1 3 �6X iC24 'w / / 56434,4g k I / C25 t 24EAE I �I Hp 16 vl I� I I Iti I� I[q 59995:72'0'5759' C40 C39/ } NB9'i5:i2 9.00' 42EAE 24EAE` C27 \\ C0,7 B500- J 5953259 '{r 57'+'+ 89C35 2pt \`1- L3B c/s X L31� C341 O I I T I — I _++k C32 �l �,I Ic., Iv t L3J-- + + + + of �I i \ C48 `+SB9:i5:72W __E 24EAE + + + \ 04.F '041 / C29 LT8 C31�� LOT AND EASEMENT NOTE LOTS 1, 2 AND 3 ARE UTILITY, DRAINAGE & ACCESS EASEMENTS EXCEPT FOR THE SOUTH 15' OF LOTS 1 LAND 77TLEGUARANT-FE INC. TIMBERLINELAKES, LLC ANDERSONCONSUL TINGENGINEERS, INC. 31.00, AND 2 WHICH IS A CITY OF FORT COLLINS LIGHT & POWER EASEMENT AND EXCEPT FOR THE WEST 7' OF LOTS 1 AND 3 WHICH IS AN ACCESS & TRANSIT BOARDWALK, LTD. �IIJJ EASEMENT AND EXCEPT FOR THOSE AREAS SHOWN ON THE PLAT AND DESIGNATED AS DRAINAGE EASEMENTS AND EXCEPT FOR THOSE AREAS SHOWN ON THE PLAT AND DESIGNATED AS BUILDING ENVELOPES. LOCATION OF BUILDING ENVELOPES O N 1434462.84 E 3121828.98 O N 1434465.35 E 3121974.23 © N 1434905.92 E 3121900.10 PIER ASSOCIATES PIER CONDO AT THELANDINGPUD (NOT TO SCALE) (NOT TO SCALE) I DETAIL G DETAIL H N80'03'19"E 0.78' (NOT TO SCALE) LEGEND (NOT TO SCALE) X X FENCE LINE R RECORDED — EASEMENT LINE P PLATTED — SECTION LINE M MEASURED ----- RIGHT-OF-WAY FOUND ALIQUOT CORNER AS DESCRIBED BOUNDARY LINE FOUND #4 REBAR WITH ORANGE LOT LINE PLASTIC CAP LS 12374 —OHE— OVERHEAD ELECTRIC . FOUND #4 REBAR WITH YELLOW PLASTIC CAP PE&LS 5028 OE DRAINAGE EASEMENT UNLESS OTHERWISE NOTED UBA# DRAINAGE FOUND #4 REBAR WITH A EASEMENT • 1 1/2" ALUMINUM CAP STAMPED KSI, JONES LS 22098 UdAE UTILITY & ACCESS EASEMENT UE UTILITY EASEMENT EAE EMERGENCY ACCESS EASEMENT 50 25 0 50 100 150 SCALE IN FEET SCALE1 1'=50' Charles B. Jones Y O .tT&W Colorado Regh Land Surveyor Inc. LI FPEOPLESLANDING LEARNING CENTER, INC. DA VIDH & BARBARA B. HA WES FOUND "X" CHISELED IN - CURB & GUTTER NORLAI CO CREDIT UMON Iwo OfDETAIL F 31.00' 8 90r . \' i \ � 9 30.00' L2 \ (7Di i i �, 149. v\ \ N20, a �44g'E i643i c> i 64 3 \ \ '1 DETAIL E oRA1NA� C3 G i%5' \I \ 27 �' DETAIL D, 1 BUILDING ENVELOPE C \ N 1434883.06 1 16,538sq.ft. L20 E 3121687.85 I ) -> \ C7 c/24EAE F-----65.48'— N o I , SEE OETA/L FA4 LNMENSYpYS I / k�� II fL�1 i I LOT 3 ^T 24EAE 89,419 sq.ft. til I I 2.053 acres I I i i I oL_ L2a —_j DETAIL,' L3 C8 L4,' I C9 N89'35'32'E 209.54- 1 197.98' 42EAE 11.56 24EAE �\ O \ IN ----------,\ I o _ Y ACL?`SS AND TRANSIT EASEMENT O r 0 o al^ I I Ib fij 24EfAE I m 29EAE� -1 Iv f ~ JjSqA 24EAE III -15-EEEAOEETA/L , � 'I 65.48'- ,' -N-90-U-0-00- �- - -96- J5" ig2, I 0oq (10 C107t 1.653 acres rf7a LOT 1 UD S4,5o5 sq.ft. I1 19' DEDICATED R.O.�a. I°' BUILDING ENVELOPE B 1.251 acres 10,359 sq.ft. C11 (v5 -�- 000 �` Cl2 Ig N I 2 c.O 12 L —L12— L O61g a l T I I� BUILDING ENVELOPE �I q I 1 k �. 11,403 sq.ft. O L/4 J L N90D000 N' 9258_ __J �1 J7 2 I�--- o MARGARETC WEIR I AIL LOT 24 CRAIGFENTON FERRIS TRUST 'B" LOT 23 JAMES & COLLEEN GLEASON LOT 22 PAUL R. & PATRICIA S. BONAZZOLI 0 0 O N ll� LOT 21 � DA VID DANG & VI VIA C'H9 V rr LOT 20 OTIS W. BOISE LOT 19 HAROLD& KARENL, SCHATZ BVE LOT 18 RALPH W. & MARCIA E. YERNBERG LOT 17 ` O CYNTHIA L. BANFIELD t0 Ln (O u N ao %I nj i Ct 6 °J C15 — 1 I C'B C14 m C13 LI SB93532?Y 5953 L10 GRASS THESOVTHLAND 80.00' — L7 J CORPORATION o — — — — CLXLINS — LI6WT B PON£R EASEA? DETAII B — — — — 32.71' 3H0 3H0 3H0 138;19190.04 � DF,TAIL H C`_- S82 8120 L2_- I L \jC5 i 19.14' �- Edge of Asphalt S59"50'42"W I 157.52 NAAW6WY cclvRioaP SF79AL)Y POINT OF BEGINNING (60', R6W NOR7N EOL,L� OF ASpNALT 0- SOUTH QUARTER CORNER IZ VAAW6W)-R0AD AS /T E,rIS75 07-07-2003J SECTION 36, T7N, R69W mlo0 -TRUE POINT FOUND No. 6 REBAR WITH Plo OF BEGINNING 3 1/4" ALUMINUM CAP -ILLEGIBLE olni EASTHARMONYROAD I ai If (-OLORADOSTATEHIGHWAYNo. 6BJ /p� I 89'5 SOUTH LINE SE1/4 553.24'.24' BASIS OF BEARINGS: N89'52'34"E 2652.19' LOT 16 MATTHEWM. &SUSANS. HUGHES TRACT "A", WHALERS COVE AT THE LANDINGS P.U.D. DATE: 08/12/2004 FILE NAME: 2003226SUB SCALE: 1 "=100' DRAWN BY: MCD/KRG CHECKED BY: CBJ O rI U00 00 Ln H 00 r^� V J O O U � w b — O Ln 00 1,4 v � O In � Q Q 0 0 \ M 0 0 O \ r' 0 a O \ r 0 N \ a0 0 M \ M 0 Y In U w 0 Q Q F U J a J a Z W of W 2 a o W (n !n U to 3 W t 5 W Z W Z U Ir of � Z W a W a U W a w = V1 W W W C, 5 In N 0 In W w w 0 w w W of U a' Z U Lu w O �o _ 00 U LL_ afvM0 O ILL. O U O L` 0 > Y 3w Y Z ao L.J Cr Q mo m � SOUTHEAST CORNER PROJECT #: SECTION 36, T7N, R69W FOUND 3 1/4" ALUMINUM CAP 2003226 STAMPED LS 17497 SHEET 2 OF 2 '94 2511