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CC - Final Plat GRAYCLIFF ESTATES SUBDIVISION NO. 2 BOOK , PAGE LOCATED IN THE SE 1 /4, AND THE NE 1 /4 OF THE SW 1 /4 OF SECTION 25, T. 3N., R. 1W. , B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2022 zBILTMORE ESTATES SUBD. N0. 3 n UNPLATTED BK 112, PGS 16460-16462 CP&F INST. NO. SEE CONTINUATION - THIS SHEET 2019-115459 � 26 25 2647.83' W. HARRIS ST. IN � CP&F INST. N89'2630"W BEGINNING NO 9149708 00 0 1/4 - _ S89°23 56 E 554.79 _ _ _ S89.23'56"E 765.89' CE 1/16 _ 25 30 - �ri 0 C 1/4 143.56' F a 411.23' N89'29'05"W 06 1320.30' 1/4 0 -cc fc� 0 F ' ti3/• O G� O in I I"' � -4 Z� � / N �n "t 9G 4 I N Z s 2� 1:3 \ ��FS�Tti > 32904 sf / s Q N z� o M T r7 O 2 �F��SF�FST >� Z w rn o CD o� 's� , s8• '0 5 o` " I W to ' W. BRIARIDGE DR. UNPLATTED ¢ 3 cn En CD p 73606 sf �'J'-, % m ¢ I oui Gqy� Q w � P BLOCK 7LLJ 5 N \ �5�5��� LOi I I Q m in T z I \ G� PyC,�ti Q� m m I I X¢ o N cfl GS 2s Sl/ 3 w CD G� 0� O I Z n i �/`2,6 EXIsrINc suNDELL LATERAL , - z S89'32 35 E 230.50 9 EASEMENT - SEE NOTE s �,; I S89'32 35 E 163.00 S38'17 43 W 27.99 I S25'08 46 E 43.00 c, - . -' 137.50' C-D I � , » , 25 30 Q Q o I 0 103.00' o L13 L14 0 93 0Q o0 6 A S5'21 06 E 7.43 Q > -� o�14 47;a sr 29 BLOC K� "� 5s3s sf S51'4217 E 60.00 S89'32 06' - I - » v ��� I �cc]�n 0 4�7g f�3.00_ 105.6L' - I - S24'52 09 E 21.11 3s 31 " 103.GO,- 2 C4 / r o I o S89'32'35"E o S89'32'35"E r, CP&F INST. X 25' 125' o S8932 35 E o o I 4278 sf �� 4507 sf 00- v / o o w cn 28 co o g /U / 'n o C6 - S N0. 103052681 I I N co 15 103.00' " � -n 093.00'- zO9993.37' o L3 _ _ C12 I 16 ON8932 35.W. 5 NL� " - � ;1I O I " �; / C� O I^ o S89'32 35E'b r S89'32 35-E 2n 5 „� I , - �-' ti �c 0 120.00' 127 4278 sf- IOI 7 SO'27'25"W o c29 �i 9 �� z25 �93.00�� 094, ' _ z C28 - 16 [t�` �5�� o C� N89 35 02 W W. LEAR_MO_NT ST. N- I o o I , ' � �30- 0,�� �� �� �� 8.08' I SEE NOTE 9 6- o� ���P��5� �q�� 'c� , b o I ��o S89'32'35"E 208.00' �, 2790 sf L17 L18 8 c� I 87.97 N44'28'15"W ' 46LOCK ����o��P���� �o y 120.00' ��>> o s3.00 o f 93.00'- o ' 2s 25' 4421 S5 POP�� a L9 LS - - I 1 S89 32.3 E 21.16 G 30' 30' 26 9Z.700'f I 9�3_OC 7 > I S Q���P� y 60.00' S893.00 5 E o I I o 0 O o S89'32 35 E b S89'32 35 E o I o O o� I P 33 � 32 �" 2 o ����- 25 4278 sf 101 10 4278 sf -U.Q0'_ N89'32 35 W 93,0Q o 0 0 o c64278 sf LLJ Gp c S89'32'35"E b is - 93.00'- - �390'�J LO c0. � 4278 sf 31 0 o I o S8932 35 E o S89'32 35-E o o S8932 35 E o cl- I cri I 4278 sf z �' C5 93-00 z Q 4278 sf- Q - o Lil cri 3 l�p o M I I I z a' N cn 24 o m 11 4278 sf Y , w - 13.Q0' � _93 02 ``'I ¢ ` 003.00'1 o rn oS89'3235 E o p - n r ,r o 16 T o � 4278 sf g o 0 o S8932 35 E o S89'32 35�E o " � 7 S8932 35 E 30 co 6 i- w b-� o O N Co 0' 50' 100' 200' �93 OQ � I U 4278 sf�� 4278 sf o o ~ 4 23 w 12 z 13 '5208 s LCr, D a oo S8932 35 E o N 03,00' �- �3.02 I o f _23.Q0' w 4278 sf 29 co o SW 35 E o r-S8932 35 E o � 7 7 w N SCALE: 1"= 100' l_ Ol �nI o 22 4278 sf � 0 13 4278 sf o 208 sf 35'rE o LLJL�3 0� _1 o O o �O o w os208 sf o ao o o S8932 35 E o o N' �� -93-02 ?_ 03 00' cn 5 LO Ln Io '�'; N Q m SEE SHEET 2 OF 4 FOR LINE AND CURVE DATA 4278 sr 28 �' o S893235 E o I s893235 E o ' o LBLOCK 5 I o 0 0 l 0 1395 sfL19�3.00- O 6 L20 0,m c� LO cri 21 232008'sf 114�3�� m m Lcio S8932 35E o �� o S8932 35'�E o 0 -ow-LSEE CONTINUATION - THIS SHEET � ' 427a sf i - - ,� 0 93.00' L cri 27 b S89'32 35 E o S89'32 35 E o `D O7 0LO NOTES w l BLOCK 5 '" o 0 w N cri 2DLOCKco 15 4278 sf o LO o S89 2 35E o , o - O93 04�'� ' o S8932 35'rE o -' LEGEND "' N 93.00'Oo IZ oO o in T� � 26 co o S8932 35 E o I S8933 36`E o o CID 4v8 sf N 1-UNLESS OTHERWISE DESIGNATED OR DIMENSIONED,THERE SHALL BE A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND LOT DRAINAGE OVER THE TEN(10)FEET o ;v o" -93,04' _ I o 4278 sf o 4278 sf o 8 '�- ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. ® �`' o z _ _ "t 19 co 0 16 FOUND ALUMINUM CAP MONUMENT Q z o S89'32 35'rE o ' - - I - �3900 J� I o S89'32 35E o 0 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, GRAYCLIFF z o 25 4278 sf�� o 14278 sf o FOUND BRASS CAP MONUMENT O S89'32'35'E_ S89'32'35"E O ESTATES HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE AND THE Q o � 93•00 4� 00 LO 30' 30' f 93.0Q - � TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. FOUND 5/8"REBAR WITH PLS 11118 33 ? 18 0 � 17 M o S89'32'35"E I m I S89'32 35 E o 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION. ® PLASTIC CAP,OR AS NOTED 4415 sf N c�� 580o sf 5864 sf G�� n, 10 4371 sf SET 1/2"REBAR WITH PLS 11118 � 103-0c �, 63.25 -62.76'- Y _ t00.74'i 4-IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805(1)(b). THIS SUBDIVISION FALLS WITHIN THE THE BOISE-KUNA 0 �6 > Glb _ IRRIGATION DISTRICT,AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID IRRIGATION DISTRICT. PLASTIC CAP b S89'32 35 E -� '�09 W. LYRA ST. V�S89'32'35'E o SET 5/8"REBAR WITH PLS 11118 Q o � 4831 sf 23 rn 0 - J s89'04'16"E 126.00�� ��N 4759 sf 11 o 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF ® J z S 0' v J _1Q3.3]'_ MERIDIAN. PLASTIC CAP J w _104.94'_ T C23 C22 6 MAINTENANCE OF ANY IRRIGATION,DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS CALCULATED POINT o o S89'32 35 rE o,��1f C24- 43.37' 46.00' 36.64' -C21 N8� S89'32 35�E o ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. - - - - SECTION LINE 4819 sf 22 � 5 3J �1 15 CN 4761 sf o �4- s 19 18 " 17 �I 16 : � 14 L28 12 w - 104 5fz - L27 di �r (o L - 0 .6�' - 7-THIS DEVELOPMENT RECOGNIZES IDAHO CODE 22-4503, RIGHT TO FARM ACT,WHICH STATES: NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR - - CENTER LINE z w T_ ao `� ro to Tnl o �'o 4 EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL X¢ ^S89'32 35 E 129.56 N I�� h IM IMS89'32 35 E 128.69' ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT PUBLIC UTILITY, PRESSURE IRRIGATION w w o0 6298 sf 21 ll ai too a d to c" 15 0 rn rn BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION &LOT DRAINAGE EASEMENT LINE- - 1_ 5 j BLOCK I `4612 s h 13 715o sfLO OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. SEE NOTES 1 &2 50.00' -129.16' - L49.70' 46.00' 46.00' 46.00 46.00 -129.15' ADA COUNTY HIGHWAY DISTRICT i� - 2 10' N89'04'16"W 542.02' 0' 8-LOT 16, BLOCK 1;LOTS 6, 14,20 AND 33, BLOCK 5 AND LOT 8, BLOCK 6 ARE DESIGNATED AS COMMON AREA LOTS TO BE OWNED AND MAINTAINED BY THE GRAYCLIFF 00 ESTATES HOMEOWNERS ASSOCIATION INC.,OR IT'S ASSIGNS,AND ARE SUBJECT TO BLANKET PUBLIC UTILITY, DRAINAGE,AND PRESSURE IRRIGATION EASEMENTS. LOT ------------- STORM WATER DRAINAGE EASEMENT o NNL LA NO 1,BLOCK 2 IS RESERVED FOR A CITY OF MERIDIAN WELL LOT. LOT 2,BLOCK 2 IS RESERVED FOR A CITY OF MERIDIAN PARK. ALL OTHER LOTS IN THIS SUBDIVISION ARE LINE,SEE NOTE 9 I o r-- UNPLATTED FOR SINGLE FAMILY DWELLINGS. ADA COUNTY HIGHWAY DISTRICT 9-PORTIONS OF LOT 16,BLOCK 1, LOTS 28 THROUGH 31, BLOCK 5,AND LOTS 13 THROUGH 16,BLOCK 6 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ACHD PERMANENT EASEMENT LINE PER I O -G STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT INSTRUMENT NO. CLINTON W. HANSEN a I 1 1 1 18 0 RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET OTHER EASEMENT LINE AS NOTED SN o PLS 11118 LA O FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION N 0 �` _ 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. SUBDIVISION BOUNDARY LINE �j '9rF O E SOP 5� 10-DIRECT LOT OR PARCEL ACCESS TO W. HARRIS STREET AND S.OAKBRIAR WAY IS PROHIBITED. LOT LINE 25 1/4 �rON W,Np.� 11-SEE RECORD OF SURVEY NO. 12018, RECORDS OF ADA COUNTY, IDAHO, FOR ADDITIONAL DATA OF RECORD. ADJACENT PROPERTY LINE 36 W. AMITY RD. 12-THIS DEVELOPMENT IS SUBJECT TO THE COVENANTS,CONDITIONS AND RESTRICTIONS FOR GRAYCLIFF ESTATES SUBDIVISION RECORDED AS INSTRUMENT NO. 18 LOT NUMBER CP&F INST. NO. - , RECORDS OF ADA COUNTY, IDAHO AND AS SUCH MAY BE SUBSEQUENTLY AMENDED. 2019-091627 13-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO.14-LOTS Lan O ti o ns 14-LOTSS 14 14 AND 20,BLOCK 5 ARE SUBJECT TO BLANKET CROSS ACCESS EASEMENTS FOR DRIVEWAY ACCESS TO ADJACENT LOTS 11-13 AND 21-23 OF BLOCK 5. THE RIGHTS, USES,AND CONDITIONS OF SAID EASEMENTS ARE TO BE DEFINED IN THE CC&R DOCUMENTS FOR GRAYCLIFF ESTATES SUBDIVISION. SURVEY NARRATIVE 15-THIS SUBDIVISION IS SUBJECT TO AN EXISTING WILLIAMS NORTHWEST PIPELINE CORP. EASEMENT AS SHOWN, RESERVED BY RIGHT-OF-WAY CONTRACT Land Surveying and Consulting INSTRUMENT NO.381912.THE LOCATION OF SAID EASEMENT IS SHOWN BASED UPON FLAGGING SET IN THE FIELD BY WILLIAMS NORTHWEST PIPELINE REPRESENTATIVE THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED AT THE APPROXIMATE MAINLINE LOCATION.THE 75'WIDTH SHOWN IS BASED UPON SURROUNDING SUBSEQUENT DEED RIGHT-OF-WAY RESERVATIONS AND 231 E. 5TH ST., STE. A TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED CONFIRMATION BY WILLIAMS PIPELINE REPRESENTATIVE SETH BANDURRAGA, BEING 20'SOUTHERLY OF AND 55'NORTHERLY OF THE MAIN LINE.ACCESS TO MAINTAIN SUBDIVISION BOUNDARY OF GRAYCLIFF ESTATES SUBDIVISION NO. 1, MERIDIAN, ID 83642 THE 75 PIPELINE EASEMENT IS PROVIDED BY WAY OF W. HARRIS STREET. BILTMORE ESTATES SUBDIVISION NO.3, INFORMATION FROM RECORD OF (208) 288-2040 fax(208) 288-2557 16-THIS PROPERTY IS SUBJECT TO THE RELOCATION AGREEMENT AND CONFIRMATION DEED,CONTRACT NO.8-07-11-1-3978,WITH THE UNITED STATES DEPARTMENT OF SURVEY NUMBERS 7547, 12018 AND 12859,AND CURRENT DEEDS OF www.landsolutions.biz THE INTERIOR BUREAU OF RECLAMATION, DATED DECEMBER 31,2018,AND ENTERED INTO BY AND BETWEEN THE UNITED STATES OF AMERICA,STAR DEVELOPMENT, RECORD. THE SURVEYED MONUMENTATION AND CONTROLLING INC.,AND VICTORIA ANN LAIDLAW.THE AGREEMENT RELOCATES A PORTION OF THE EASEMENT FOR THE SUNDELL LATERAL TO THE AREA AS SHOWN NEAR THE BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO SHEET 1 O F 4 WESTERLY BOUNDARY OF THE SUBJECT PROPERTY. ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 21-29 GRAYCLIFF ESTATES SUBDIVISION NO. 2 BOOK , PAGE LINE TABLE CURVE TABLE LINE # LENGTH DIRECTION CURVE # LENGTH RADIUS DELTA BEARING CHORD L1 25.00' S25'08'29"E C1 144.78' 425.00' 19'31'08" S52'46'09"W 144.08' L2 18.00' S25'09'11"E C2 258.33' 675.00' 21'55'41" S53'58'26"W 256.76' L3 27.06' N89'35'02"W C3 46.23' 70.00' 37*50'18" S19'22'34"W 45.39' L4 21.99' N43'19'23"E C4 56.06' 675.00' 4'45'29" N88'02'13"E 56.04' L5 23.33' S44'32'35"E C5 290.33' 700.00' 23'45'51" N76'49'02"E 288.26' L6 23.33' N45'27'25"E C6 20.97' 700.00' 1'43'01" N89'33'28"E 20.97' L7 25.00' S89'32'35"E C7 93.75' 60.00' 89'31'42" S44'18'25"E 84.50' L8 10.00' S89'32'35"E C8 94.74' 60.00' 90*28'18" N45'41'35"E 85.20' L9 25.00' S89'32'35"E C9 66.04' 100.00' 37*50'18" S19'22'34"W 64.85' L10 8.00, NO'27'25"E C10 113.64' 675.00' 9'38'45" N47'49'58"E 113.50' L11 23.33' S4432'35"E C11 388.80' 675.00' 33'00'08" N69'09'25"E 383.44' L12 23.33' N45'27'25"E C12 258.96' 725.00' 20'27'56" N75'21'49"E 257.59' L13 30.00' S89'32'35"E C13 46.88' 30.00' 89'31'42" S44'18'25"E 42.25' L14 30.00' S89'32'35"E C14 47.37' 30.00' 90*28'18" N45'41'35"E 42.60' L15 30.00' S51'42'17"E C15 9.86' 130.00' 4'20'49" S2'37'50"W 9.86' L16 30.00' S51'42'17"E C16 47.87' 130.00' 21'05'52" S15'21'11"W 47.60' L17 186.00' S89'32'35"E C17 28.12' 130.00' 12'23'36" S32'05'55"W 28.06' L18 186.00' S89'32'35"E C18 37.61' 90.00' 23'56'26" N12'25'38"E 37.33' L19 186.00' S89'32'35"E C19 5.17' 90.00' 3*17'24" N26'02'33"E 5.17' L20 15.00' SO'27'25"W C20 39.71' 90.00' 25*16'47" N40'19'39"E 39.39' L21 87.34' SO'55'44"W C21 50.25' 90.00' 31'59'27" N68'57'46"E 49.60' L22 41.34' SO'55'44"W C22 9.38' 90.00' 5*58'15" N87'56'36"E 9.37' L23 46.00' SO'55'44"W C23 2.63' 90.00' 1'40'37" S88'13'58"E 2.63' L24 57.11' SO'55'44"W C24 53.22' 90.00' 33'52'54" S70'27'12"E 52.45' L25 87.96' SO'55'44"W C25 37.20' 90.00' 23'40'51" S41'40'20"E 36.93' L26 60.57' SO'55'44"W C26 4.62' 90.00' 2'56'21" S28'21'44"E 4.62' L27 25.00' S89'32'35"E C27 42.96' 90.00' 27'20'59" S13*13'04"E 42.55' L28 25.00' S89'32'35"E C28 20.23' 725.00' 1'35'55" N84'47'50"E 20.23' L29 18.17' S6'14'03"E C29 73.11' 725.00' 5'46'40" 1 N81'06'32"E 73.08' L30 73.00' N83'45'57"E L31 21.56' N6'14'03"W \oNNL LA Nis G 1 S TFR� 0 -� CLINTON W. HANSEN a 1 1 1 18 PLS 11118 � �o n�/�rrF O E ON W.NP a:n O ions Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax(208) 288-2557 www.landsolutions.biz JOB NO. 21-29 SHEET 2 OF 4 GRAYCLIFF ESTATES SUBDIVISION NO . 2 BOOK , PAGE CERTIFICATE OF OWNERS CERTIFICATE OF OWNERS (cont.) KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF GRAYCLIFF ESTATES HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. SUBDIVISION NO. 2; THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE A PARCEL LOCATED IN THE SE '/, AND THE NE '/4 OF THE SW '/4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF THE SE '/4 (E '/4 CORNER) OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF SAID SECTION 25 BEARS S 0°32'44" W A DISTANCE OF IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 2664.85 FEET; KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY THENCE N 89°29'05" W ALONG THE NORTHERLY BOUNDARY OF SAID SE '/4 A DISTANCE OF 1320.30 FEET TO A 5/8 INCH DIAMETER IRON PIN MARKING THE NORTHEAST CORNER OF THE NW '/4 OF THE SE '/4 OF SAID SECTION 25, ALSO BEING THE SOUTHEASTERLY CORNER OF BILTMORE ESTATES SUBDIVISION NO. 3 AS SHOWN IN BOOK 112 OF PLATS ON PAGES 16460 THROUGH 16462, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID NW '/4 OF THE SE '/4, BEING PARTIALLY ALONG THE SOUTHERLY BOUNDARY OF SAID BY THOMAS COLEMAN, PRESIDENT, KB HOME IDAHO LLC BILTMORE SUBDIVISION NO. 3 N 89°23'56" W A DISTANCE OF 765.89 FEET TO A POINT ON A CURVE ON THE NORTHERLY BOUNDARY OF GRAYCLIFF ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 122 OF PLATS ON PAGES 19267 THROUGH 19269, RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING; THENCE ALONG THE NORTHERLY AND WESTERLY BOUNDARY OF SAID GRAYCLIFF ESTATES SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: THENCE LEAVING SAID BOUNDARY A DISTANCE OF 144.78 FEET ALONG THE ARC OF A 425.00 FOOT RADIUS NON-TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 19°31'08"AND A LONG CHORD BEARING S 52°46'09"W A DISTANCE OF 144.08 FEET TO A POINT OF REVERSE CURVATURE; ACKNOWLEDGMENT THENCE A DISTANCE OF 258.33 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE STATE OF IDAHO OF 21°55'41"AND A LONG CHORD BEARING S 53°58'26" W A DISTANCE OF 256.76 FEET TO A POINT; COUNTY OF ADA S.S. THENCE S 25°08'46" E A DISTANCE OF 43.00 FEET TO A POINT; ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY THENCE S 5°21'06" E A DISTANCE OF 7.43 FEET TO A POINT; APPEARED THOMAS COLEMAN, KNOWN TO ME TO BE THE PRESIDENT OF KB HOME IDAHO LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY THENCE S 24°52'09" E A DISTANCE OF 21.11 FEET TO A POINT; COMPANY EXECUTED THE SAME. THENCE S 57°49'45" W A DISTANCE OF 264.42 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST THENCE S 0°27'25"W A DISTANCE OF 421.61 FEET TO A POINT; ABOVE WRITTEN. MY COMMISSION EXPIRES THENCE S 89°32'35" E A DISTANCE OF 163.00 FEET TO A POINT; THENCE N 0°27'25" E A DISTANCE OF 10.61 FEET TO A POINT; RESIDING AT THENCE S 89°32'35" E A DISTANCE OF 230.50 FEET TO A POINT; THENCE S 38°17'43" W A DISTANCE OF 27.99 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE S 51°42'17" E A DISTANCE OF 60.00 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 46.23 FEET ALONG THE ARC OF A 70.00 FOOT RADIUS NON-TANGENT CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 37°50'18"AND A LONG CHORD BEARING S 19°22'34"W A DISTANCE OF 45.39 FEET TO A POINT OF TANGENCY; THENCE S 0°27'25"W A DISTANCE OF 87.97 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE S 89°32'35" E A DISTANCE OF 93.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND THAT THENCE LEAVING SAID BOUNDARY S 0°27'25"W A DISTANCE OF 550.99 FEET TO A POINT; THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE THENCE N 89°04'16" W A DISTANCE OF 542.02 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE '/4; OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE ALONG SAID BOUNDARY N 0°27'25" E A DISTANCE OF 545.74 FEET TO A POINT; pNPL LAIVo ,31 �G1ST4 GAL THENCE LEAVING SAID BOUNDARY N 89°32'35" W A DISTANCE OF 60.00 FEET TO A POINT; 0 CLINTON W. HANSEN Ix a 111180 0 THENCE N 0 27 25" E A DISTANCE OF 678.58 FEET TO A POINT; PLS 11118 Nj, Iz- THENCE N 44°28'15" W A DISTANCE OF 21.16 FEET TO A POINT; ��i1?T . OF THENCE N 89°35'02" W A DISTANCE OF 8.08 FEET TO A POINT; O/V W. NP THENCE N 0°24'58" E A DISTANCE OF 50.00 FEET TO A POINT; THENCE S 89°35'02" E A DISTANCE OF 27.06 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 56.06 FEET ALONG THE ARC OF A 675.00 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 4°45'29"AND A LONG CHORD BEARING N 88°02'13" E A DISTANCE OF 56.04 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SE '/4; THENCE ALONG SAID BOUNDARY N 0°27'25" E A DISTANCE OF 305.63 FEET TO THE NORTHWEST CORNER OF SAID SE '/4; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID SE '/4 S 89°23'56" E A DISTANCE OF 554.79 FEET TO THE POINT OF BEGINNING. L o 1 , THIS PARCEL CONTAINS 13.26 ACRES, MORE OR LESS. Lind Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 21-29 SHEET 3 OF 4 GRAYCLIFF ESTATES SUBDIVISION NO . 2 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \'3Np,L LA tvo G%srER�G�� o -� CLINTON W. HANSEN a 1 1 1 18 0 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PLS 11118 c�NyTF F 0 THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY rON W. NPR DISTRICT COMMISSIONERS ON THE DAY OF 20 L i r 0, A j o i o jr Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 21-29 SHEET 4 OF 4