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Warranty Deed Chateau Park - D.D. & F. PropertyA ME.RE(. 4 � E. For Value Received WARRANTY DEED D.D. & F., an Oregon General Partnership, hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto City of Meridian, a municipal corporation hereinafter referred to as Grantee, whose current address is the following described premises, to -wit: See attached legal description as Exhibit "A" attached herein and made a part hereof. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: July 15, 1998. RECORDED' REO ST OF D. D. & F Oregon Ge rtnership iWA COU11TY RECORDLR a O�} ,1. DAVID NINARRO FEE 00 DE� __ DOiSE. IDA110 By: 1998JL22 PH 15 98010489 IST AMERICAN TITLE CO, STATE OF ss. COUNTY OF C� ) On This a?/ day of July, in the year 1998, before me, a Notary Public in and for said State, personally appeared Phillip G. Fogg, Sr. ,identified to me to be one of the partners in the partnership of D. D. & F., an Oregon General Partnership, and the partner or one of the partners who subscribed said partnership name to the foregoing instrument, and acknowledged to me that he execute the same in soi"artnership name. LORI J. RUFFO NOTARY PUBLIC ary blic o STATE OF WASHINGTONResidi at ,, l COMMISSION EXPIRES Co ission expires: y1 - c? //j d UQa JANUARY 20, 2002 First American Title Company of Idaho E ii peers Surveyors Planners r�. Project: 11311 Date: June 18, 1997 Revised: September 5, 1997 PARCEL 3 LAND SITUATED IN ADA COUNTY All that certain real property situated in Section 2, T.3N, RAW., B.M. Ada County, Idaho, described as follows: A portion of the W 1 /2 of the E1 /2 of the SW 114 as shown on Record of Survey No. 3916 filed as Instrument No. 97047432 dated June 16, 1997, of Ada County Records further described as follows: Commencing at a found Brass Cap Monument marking the SW corner of Section 2 from which a found Brass Cap Monument marking the 1/4 corner of Sections 2 and 11 bears South 88°38'31" East, 2,653.49 feet; thence South 88°38'31" East 1,326.75 feet to a set 5/8 -inch iron pin with cap stamped "G. A. Lee, O PE/LS 3260", marking the W 1 /16 corner and the Southeast corner of Sunburst Subdivision No. 2 as filed in OBook 60 of Plats, page 5894, Ada County Records; thence along the West 1/16 line and East boundary line of said Sunburst Subdivision No. 2 and the East boundary line of Sunburst Subdivision No. 4 as filed in Book 67 of Plats, page 6217, Ada County Records, and the East boundary line of Kent Field Manor as filed in Book 68 of Plats, page, 6913, Ada G County Records, North 00017'24" East, 2,144.15 feet to a found i/2 -Inch iron pin with cap stamped "LS 4931 " on the North right-of-way of West Chateau Drive, marking the Southwest corner of Parcel 3 and the REAL POINT OF BEGINNING; thence continuing along said West 1 /16 tine and said East boundary line of Kent Field Manor North 00017'24" East, 511.98 feet to a found 5/8 -inch iron pin with cap stamped "LS 4931" marking the CW 1/16 corner and the Northwest corner of said Parcel 3; thence along the 114 Section line South 89012'32" East, 414.67 feet to a set 5/8 -inch iron pin with cap stamped "G. A. Lee, PE/LS 3260" marking the Northwest corner of Sunny Brook Farms No. 4 as filed Book 53 of Plats, page 4682, Ada County Records, and the Northeast corner of Parcel 3; thence along the West boundary line of said Sunny Brook Farms No. 4, South 00017'24" West, 469.23 feet to found 1/2 -Inch iron pin with no cap on the North right-of-way of West Chateau Drive marking the Southeast corner of said Parcel 3; thence South 88°34'15" West, 100.00 feet to set 5/8 -inch iron pin with cap stamped "G. A. Lee, PE/LS 3260"; thence North 89°42'36" West, 106.37 feet to a set 5/8 -inch iron pin with cap stamped "G. A. Lee, PE/LS 3260"; thence along a tangent curve to the left with delta 19°59'16", radius 330.00 feet, tangent length 58.15 feet, arc length 115.12 feet and chord bearing South 80017'46" West, 114.54 feet to a set 5/8 -inch iron pin with cap stamped "G. A. Lee, PE/LS 3260" and marking a point of reverse curvature; �."'4oe4- U• B Engineers• 3urY4z4%gk Planners Parcel 3 ' June 18, 1997 Revised September 5, 1997 Page 2 thence along said reverse curve with delta 201140'29", radius 270.00 feet, tangent length 49.25 feet, arc length 97.43 feet, and chord bearing South 80038'23" West 96.90 feet to found 1 /2 -inch iron pin with cap stamped "LS 4931" marking the Southwest corner of said Parcel 3 and REAL POINT OF BEGINNING; Said parcel contains 4.60 acres, more or less. SUBJECT TO: All existing easements and road rights-of-way of record or appearing on the above-described parcel of land. Prepared by: J -U -B ENGINEERS, Inc. GIST o b 2 6'6 V_ 'n's-, 17 c G,q 4`0F 1�� MD RY A GAL:ckc Gary A. Lee, P.E./L.S. Y R\projects\11311\admin\Revised Parcel 3 3 a NW Corner m // a°D E 1/2 SW 1/4 ,- w 72.24' 90.24' Q N Section 2 � N89'42'36'W 3 LS 4931 u I nd. 1/2' I.P- w/ Z 7 ZZ S i `'41.33' LS 4931 Replaced 14 N 3 'a O t RISTEN 20.00' r 89'42'38' C3 z Z C1 c W. CHATEAU kb) R. FLOOD AREA PER FIRM COMMUNITY PANEL I NO. 160001 0143 DEC. 17, 1991 a AO x AI r f 500- Fnd. 5/8' I.P. w/cap DE GA Lee PS/LS 3260 UNPLATTED 'p S 89'42'36" E N 88'34'15' E Fnd. 1/2' I.P. r C2 106.37' 1 100.00' Replaced w/5/8 13 C4 eS 89'42'38" E IR 208.32' vL27 Cl 00.00' 7 '1/- _`\ 41/ W. CHATE! C45 45.82' 80.55' 'L718 .04' 420 r 2\� S879'19'�-- o. 3 r7bii r g � � �o )'42'38 EQ L io' N T __ � '- ? s.. Ne�.3 , 56,�4TI VE sa5'4r1E* - -9 o year flood, or of 100 -year II ,4 - �} 9'42'38 W 84.13' 80.89-," flood with average depths of leve than i foot a g w e0 jg I or with drainage areae less thou 1 square I I 1 g 4 g r 'o I mile; aid areas protected by levees from I .o n 6 g 5I 100 -year flood I I 89.42.38-W I^ �aJ 8 !CM 4 4.52 4 1 100.00' - 4 8 CI r17 S 89 42 38_Eso.9 ' 9 $ 94.52' •-C`�LL22I-a�--- W89.42'38'W ,044.52 , C53 -11 W UANELL ST. 100.00' I U' 3K 12* 3 CSi 50.9 - i2* - _ n_ 16 3 0 2 8 gl i0 1 01 N 489'42'38'W r 8 S89'42`38'C- 82.24' 38517'47 rn 10000, 8 --15.24' N N 'LW 1 z `g 42,)3_3 - J g s85'1r47'E7 N I + 15 1 .� ,- w 72.24' 90.24' Q N Z I I N89'42'36'W 3 °° csa b 5 J e P, I 8 I 1 100.00' Of Z 7 ZZ S i `'41.33' z 14 N 3 'a O t RISTEN 20.00' r 89'42'38' C3 z Z �� 2, 100.63' ± .81. J589'42'36)E j IZ Z 89'42'38'W CT »c 90.49' 9.53' I 13 z 4 110 o G o 7 568 02 °V S89-06'2j1W See Note 4I *' -- \ �9. ,y 589'42'36 r 123122 �h �1 'W - 9UO0D 2' a I� S890wlde See Not 8. "aj } �y r - \o 8 I I N 8141. ' io Cs3 8 t 7g� w 211•x ' 85.88' �� , W W \ C64 44.8 -51- / W w N89'42'38'W� 20.00' -p0__c�j 8 See Note 12. i3 g 2 - 9 R N BN \ 20.00' r 89'42'38' C3 z Z Z 31 a e 2 1328.75' 10 I L V S 68'38'31' E � CPBrf NO 98018832 I I I II 1 52.94' w 80.00' -e 91.72' 8 Z Z S 89'42'38' 3'9 i 4} 5 m nr 2w Q 100.00'_1 2 "!Q 128 74.94' g 51.72' 5 G }QS89-42'36'E 135' G`g Sp. US7p�6'04"� W. HIGAN ST. OM1` 31'-T -oo' 85.00' ; C19 C 0 X11 1 N 8 2 g 3 �g - _i -1296' --1414.6 5' - -� N 89'42'36" w AREAL POINT OF BEGINNING S (INITIAL POINT MONUMENT) SW Corner UNPLATTED E 1 2 SW 1/4 Section 2 Fn . 5/8' I.P. w/cop GA Lee PS/LS 3260 BASIS OF BEARING 1328.74' WEST CHERRY LANE 2653.49' Fnd. 5/8' I.P. w/cap GA Lee PS/LS 3280 6VINNYWOOK PAAMS ► BK. 44, PG- 3609 -p0__c�j �~ L5� W. SANDALWOC I 9 r a 10 ,o L17 _ DR. � 568 02 -- C3s I3r 11 NI 1 40.01' 85.88' �� , W 8 g N It N I W 0 we n N 89'42'38' W 209.85' IQ 100.00' T a '+ Z 14 I W. KANDICE CT. 1Q S 89'42'38' p i N �? C30 4 3 85.88' !�? ^ 7 8 I 8 I t�1 8 tt 1, 1 f 7c4 N 1- 6 g� W S 89'42'38' I 1 i2 58.so_ r ge S89'46'48' '- _ 50_00_ r O cJ .1_ _�' O Z Q r 100.00' 6 i 10 I L V S 68'38'31' E � CPBrf NO 98018832 I I I II 1 52.94' w 80.00' -e 91.72' 8 Z Z S 89'42'38' 3'9 i 4} 5 m nr 2w Q 100.00'_1 2 "!Q 128 74.94' g 51.72' 5 G }QS89-42'36'E 135' G`g Sp. US7p�6'04"� W. HIGAN ST. OM1` 31'-T -oo' 85.00' ; C19 C 0 X11 1 N 8 2 g 3 �g - _i -1296' --1414.6 5' - -� N 89'42'36" w AREAL POINT OF BEGINNING S (INITIAL POINT MONUMENT) SW Corner UNPLATTED E 1 2 SW 1/4 Section 2 Fn . 5/8' I.P. w/cop GA Lee PS/LS 3260 BASIS OF BEARING 1328.74' WEST CHERRY LANE 2653.49' Fnd. 5/8' I.P. w/cap GA Lee PS/LS 3280 6VINNYWOOK PAAMS ► BK. 44, PG- 3609 - - - - - - - - - - Public Utility, Drainage and Pressure Irrigation Easement Line, width as shown, for the Benefit of the Public Utilities and the Deviin Place Homeowners NOTES Association. 1. Building setbacks and dimensional standards in this subdMslon shall be incompliance with the applicable zoning regulations of the City of Merldlan.ldaho. 2. Any Re -subdivision of this plat shall comply with the applicable Zoning Regulations in effect at the time of the Re -subdivision. 3. All lot lines common to public right-of-way within Devlin Place Subdivision as shown hereon shall have a 10' wide Permanent Utilities. Drainage and Irrigation Easement, unless otherwise dimensioned. However, this shall not predude the construction of the proper hard surfaced driveways for occas of each individual lot 4. The Developer and/or Owner shall comply with Idaho Code. Section 31-3805 or its provisions that may apply to irrigation rights. 5. The owner of each lot, xross which passes an Irrigation/drainage ditch or pipe, is responsible for the maintenance thereof unless such responsibility has been assumed by an Irrigation/Dralnoge District or the Devlln Place Homeowners Association. 6. Reference is hereby made to Record of Survey No. 3916 fled on Instrument No. 97047432 for further survey Information. 7. The bottom elevation of building footings shall be a minimum of 12 inches above the highest established seasonal groundwater elevation. 8. Lot 1 and 19 of Block 2 and Lot 10 of Block 4 aro designated as common lots to be owned and maintained by the Devlin Place Subdivision Homeowners Association. 9. A blanket easement Is hereby reserved for A.C.H.D. to allow for the 'heavy maintenance of the storm water retention ponds in Lot 19, Block 2 and Lot 10, Block 4. y--� 10. Direct Lot access to Chateau Drive is prohibited except for Lots 2 and 3, Block 3 which will shore a fLlT�1� common looped driveway per ACRD requirements. A shared ingress -agrees easement is hereby reserved for tho benefit of Lots 2 and 3, Block 3. 11. Lot 1 of Block 2 is hereby designated as a pedestrian pathway and Drainoge/Irrigation easement for the benefit of Nampa and Meridian Irrigation District and Devlin Place Homeowners Association. 12. Lot 2 of Block 2 Is hereby designated as a pressure Irrigation pump house Lot to be owned and maintained by Nampa and Meridian Irrigation District. 13. A 10 -foot wkie permanent public utilities, drainage, and krigation easement Is designated to be centered on Interior lot lines, unless otherwise dimensioned. 14. All buildable lots aro for single family dwellings only. In addition, each single family structure shall be a minimum of 1400 square feet, excluding garage. CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C33 50.00 104.83 88.83 86.66 N 52'18 26 E 120*0 48 C34 50.00 30.58 15.78 30.10 S 50'08 29 E 3.'5'0 22 C35 20.00 19.94 10.89 19.12 N 61'08 5 W 57'0 18 C36 125.00 34.63 17.43 34.52 N 08'1418 E 15'5231" C37 250.00 38.03 19.05 37.99 S 59'52 23 E 08-42#55' C38 250.00 134.98 69.16 133.32 S 40'03 E 41 C39 250.00 10.82 5.41 10.82 S 23'20'50' E 0278 48 C40 250. 80.00 40.35 79.66 S 12'56 23 E 18'20'05 C41 250.00 17.73 8.8 17.72 N 01'44 28 W 04M3'45" C42 75.00 21.34 10.74 21.2T S 07"51 45 E1 15*1818 C43 330.00 71.05 35.66 70.91 N 81'12 E 122010 C44 330.00 20.01 -10. 01 20.00 N 89'06 55 E 03'28'25" 045 270.00 27.97 14.00 27.95 N 877 9'22E 05'56'04' C46 125.00 35.5 17.91 35.45 1S 07'51 45 E 1611818 C47 325.00 15.93 7.97 15.93 S 88'1 20 E 02'48 31 C48 325.00 51.84 25.98 51.79 S 82'1953 E 09108 24 C49 275.00 28.21 14.1 28.20 S 80-42-00- E 0532 38 C50 275.00 29. 1 *F 14.58 29.13 S 86'40 2 E 06'04'17- 051 325.00 29.1 14.57'29.12 S 87"W'34' E 05 05 C52 325.00 38.65 19.35 38.63 N 81'1006 W 06'48 51 C53 275.00 41.50 20.79 41.46 S 82'05 05 E 08'38 48 C54 275.00 15.85 7.93 15.85 N 88'03 32 W 03'18'07- C55 20.00 13.34 6.93 13.09'S 71'11 W 3811248 C58 50.00 13.8 6.98 13.83 S 80'01 31 W 15 50 C57 50.00 63.89 37.14 59.53 S 757512 E 73'1244 C58 50.00 41.15 21.82 40.00 S 15'1406 E 47'09 23