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Solitude Place #3' .ate .,-. �� � 1 .✓® PLAT SHOWING 8-01EXTrJUDE .0 3P -J.*E UBDRIVWX NIXON Ni" 3 FLA .., _8 8 LOCATED IN THE NW j OF SECTION 31, T.4N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO 2013 POINT OF BEGINNING 25 30 vQ _ _ _ - - S 89'46'14" E 676.20' - 36 31 N 45 27'07" E � - - � - - - N _ 00'13'46" E 25.10 '4- S 89*46'14" E 622.67' SEE PLAT NOTE 11 45.00' ; w B LACK 15_ _�-555.50--,�,-,--- S 89'46'14"E 478.69' 16 - - r A I c M a OF P���' 1 6 s 87.80' - - -50.00' - -50.00' - -50.00' - -50.00' - -50.00' - -50.00' - -50.00' �� 40.89, �- 'o?c� ��� �� ti` �' a1 7 18 ,, 19 w 20 � , 21 22 3 23 3, 24 25 CU -0 ^' (.0 CO O O: �� / / 'o OL M CZ)o �s iD N - :CDcD O - O � cD O iD O O- iD cD O iw O O cD O �- M O r 0 0 0 T O O O O cI s6 �110z 1240 0 0 0 � CD CD o � o. zC4 z13 F_ W . ZI �. "' I z:o L Q : N w: m_� �o oM N N:o Q: Co m:N I I� N N N y I-10' , �84''1- ? Z 138 Z 1 -2 z 166- 180 194 �, 208 222 Z f 381�' G� 9 9.50' 50.00' 50.00' 50,00' 50.00' 50.00' 50.00' 50.89' M � 15 N R=50' c�0 E. HAVASU FALLS CT. _ o_ N 85 - C31 449.27' Ln uiLu C,LI o 13� 51 �� y 20.23' 50.00' � 2C" W s Gj N o 5 �000 1 1 j o Z 149 �� C24w 1 2 � 10 50.00 50.00' 50.00 50.00' 50.00' 50.00' 10 9 g,. 7 L" 6 w 5 w =L,., w � �o �oLo 1.0 11 1 100 200 300 Scale:11 S 89'46'14" E 2410.75' S 89'46'14"E_ 747.35' 54.15' E. McMILLAN ROAD 693.20' -in 70' 1 r S 89'46'14"E 627.60' 1 BLOCK 14 CD -57.60' 64.00' - -62.00' - -62.00' - -62.00' - -62.00' - -62.00' - -64.00' - -64.00,- -68.00' , o II 2 w 3 w 4 W 5 w 6 w 7 w 8 W 9 w 10 w o11 O '{ M 0 6 O d 0 O oo O O O c0 p CD o 1 r o o� 0 o o� o � o� o o� o� o o� o o� o o� o CD cD O Z 262 Z �284 o z 306 o Z 328 O Z 350 Z 372 c' z 394 z 416 438 z 460--1 S 67.60' 64.00' 62,00' 62.00' 62.00' 62.00' 62.00' 64.00' 22.32r7 6 1"w E. HAVASU FALLS ST. - C L20 - _ _ 556.64' _ _ L19 Cl 26.28' C2 Z ^ 1 3 ' ^ r� n ao o 0 0 0 0 o r 7b' o O M rO M .-- M M r O 00 N 1 6 � ry 115 0 �129Z 143Z �'1 1T10 185 s aura 213� °�27, Nf Q o Co = Z o z 50.00' --50.00' --50.00' 50.00' Lo g Z 6.64' 3 74.00' --62.00' - �64.00' �.,� (D � Q , 40.00' L-104.59' --93.21'- - 51.28'--50.00'--50.00'- 50.00' 3 N Q 8903557"W 458.72' - - ��� I°° 1 2 w 3co CD CD �I o Q�C� a) � o o z� NI z s'B�CK V) 0 z `� 8m 230 L 5 10' C19 Cp 22.09' 64.00' ho U N P LATTED � N C�a _c?' o N Ss'46'14"W o E. COPPER RIDGE ST. M Nc67,00'' J 2.85' 181.73' Ln Lo 505.04' GPQ O�PSS 9�1 1 /4 3631 PARCEL 1 ROS 5635 LINE Li L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 �� 62.14' r14�' c'6 22gg Co I N 5� M IO' 19� o 7 W ;� 2 0 203 0 0 - N 20.00' OR O 1�181 ^ BLK•z 2 35' 35' SETTLERS lRRI o 6� 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 66.32' 2 3 3 w 4 W 5 w 6 7 w 8 CD 267 o M 289 0 311 M o 333 M o 355 o M 377 M o 3990 �� o o O O b CD o a K- CDo 0 0 i Z^ ;Zr^ zBLOC z z^ --- --- 89'46'14" --- -- ---� 65.00' - -65.00'- -65.00'- -65.00'- -65.00' - -65.00, 16 315 314 313 31' 12 3-11 �10 O 0 p� C5 o v O� p Lo iD �266 0 0 310 0 0 0 0 �, 288� �, 332 354� - 376 N 398 65.00' 65.00' 65.00' 65.00' 65.00' 6 05 2 60.04' C10 9 4 M Lo ug �� CV ui N Lo 8 S 89'21'4CN E n p oQN -110.0' cG g o Co } 2 8 00 o `�L pCKIt 1 I Z 110.00' • N S 89'21'4* •-- 00 0 2 7ww o °O, Z � O z S 89'21'48" E O o, 0 110.00' 2 6" � S � 13 "2 z 2 5 � I) 70y 0 -1 22.20' DISTGANON Z o + f , " � SETTLERS IRRIGATION 0/STRICT ATfRicr GisH z �5 . N 89 4614 W 653.73 GISH LATERAL EASEMENT - LATERAL EASEMENr \ ��' i �1�• „gyp°V�. N 00'13'46"E g9 �gp� 10.02' 561 �6 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00` 30.04' C 17 w 18 w 19 w 20 w 21 w 22, 23, o 0 283 0 3050 327'- 0 34' 0383 - 0 419 441 O O o CD O rn-0361- r '2 O 12 O M O O v O, o N � �o o, r o 0 .- o o 011 0 0 0 0 �. 20.00' -LZ - Z 1LOCK - Z Z -60.00' - z -60.00' - Z -60_00' - Z -60.00' - - 60.00' 60.00 60.00' 91.52 SOLITUDE PLACE SUBD. NO. 2 BK 102, PG 13722 LINE TABLE BEARING DISTANCE CURVE TABLE S 43*31'19" E 27.69' S 4513'46" W 28.28 CURVE LENGTH RADIUS DELTA CHORD BRG CHORD CURVE LENGTH RADIUS DELTA CHORD BRG CHORD C1 46.62 300.00 8'54'12' S 84'54'43" E 46.57 C16 52.72 50.00 60'24'43" S 58*06'14" E 50.31 S 44'46'14" E 14.14 C2 48.75 300.00 9'18'38" N 85'06'56" W 48.70 C17 21.60 20.00 61'52'23" N 58'50'03" W 20.56 N 4513'46" E 14.14 C3 50.50 325.00 8*54'12' S 84'54'43" E 50.45 C18 12.39 20.00 35'29'00" N 72*29'16" E 12.19 S 44'46'14" E 28.28 C4 24.83 275.00 5*10'27' N 83'02'50" W 24.83 C19 31.69 50.00 36"18'52" S 72'54'12" W 31.16 N 45"13'46" E 28.28 C5 42.73 275.00 8*54'12' S 84'54'43" E 42.69 C20 30.24 50.00 34'39'07" N 71'36'49" W 29.78 N 44'46'14" W 28.28 C6 11,02 325.00 1'56'33" N 81'25'53" W 11.02 C21 12.39 20.00 35'29'00" S 72'01'45" E 12.19 S 45"13'46" W 28.28 C7 41.79 325.00 7'22'05" S 86'05'12" E 41.77 C22 19.59 20.00 56'07'44" S 62'09'53" W 18.82 S 45*13'46" W 28.28 C8 78.18 50.00 89'35'34" N 45'25'59" E 70.46 C23 20.37 50.00 23'20'42" N 45'46'23" E 20.23 N 44'46'14" W 28.28 C9 34.38 25.00 78'47'43" N 40'02'03" E 31.73 C24 49.13 50.00 5617'43" N 85'35'35" E 47.17 S 44'46'14" E 28.28 C10 4.71 25.00 10'47'51" N 84'49'50" E 4.70 C25 40.37 50.00 46'15'53" S 43'07'37" E 39.29 N 4513'46" E 28.28 C11 45.02 75.00 34'23'27" N 17'49'55" E 44.34 C26 40.01 5&00 45'50'59" S 02'55'50" W 38.95 N 0013'46" E 12.00 C12 48.19 75.00 36'49'01" N 53'26'09" E 47.37 C27 35.96 50.00 4112'13" S 46'27'26" W 35.19 S 89'46'14" E 5.35 C13 24.07 75.00 18'23'06" N 81*02'13" E 23.96 C28 49.29 50.00 56'28'44" N 84'42'06" W 47.32 N 89'46'14" W 26.29 C14 21.60 20.00 61'52'23" S 59"17'34" W 20.56 C29 8.67 50.00 9'56'24" N 51'29'32" W 8.66 N 44'34'01" W 28.38 C15 55.27 50.00 63'20'02" N 60'01'24" E 52.50 C30 15.10 20.00 43'14'55" S 68'08'47" E 14.74 S 47'30'04" W 29.19 N 89'21'48" W 13.72 C31 34.78 100.00 19'55'37" S 80'15'57" W 34.60 N 89'21'48" W 13.72 S 89'21'48" E 13.72 FOUND RAILROAD SPIKE C.P.&F. NO. 895371 30 S 89'46'14" E 987.20' _ 31 COBRE BASIN SUBD. NO. 1 BK 87, PIS 9891 O Zm rl- orn m0 �0 Z_a WN m0 LEGEND - - SUBDIVISION BOUNDARY - - - - - SECTION LINE RIGHT-OF-WAY LINE - CENTERLINE LOT LINE - - - - - - EASEMENT LINE ADA COUNTY HIGHWAY DISTRICT SIDEWALK EASEMENT, INTR. NO. 112088700 ................................... SURVEY TIE LINE !9 FOUND BRASS CAP • SET 5/8"x3O" REBAR w/PLASTIC CAP • SET 1/2"x24" REBAR w/PLASTIC CAP FOUND 1/2" REBAR, PLS 4998 UNLESS o OTHERWISE NOTED FOUND 5/8" REBAR, PLS 4998 UNLESS O OTHERWISE NOTED O FOUND RAILROAD SPIKE 18 LOT NUMBER 1. ALL LOTS ARE HEREBY DESIGNATED AS HAVING AA PERMANENT EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, IRRIGATION, AND LOT DRAINAGE OVER THE TEN (10) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUB- DIVISION BOUNDARY. 3. ANY RE -SUBDIVISION OF THIS PLAT SHALT_ COMPLY NTH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. 4. THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM TO BE OWNED BY THE SETTLERS IRRIGATION DISTRICT, IN COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805(b). MAINTENANCE OF THE PRESSURE IRRIGATION SYSTEM SHALL BE THE RESPONSIBIUT'> OF THE SETTLERS IRRIGATION DISTRICT, OR ITS ASSIGNS, AS PER MAINTENANCE AGREEMENT RECORDED AS INSTRUMENT NO. 106189117, WITH ADDENDUM RECORDED AS INSTRUMENT NO. 113004828, ADA COUNTY RECORDS. ALL LOTS IN THIS SUBDI'JISION ARE SUBJECT TO THE ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 5, BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8. LOT 17, BLOCK 2; LOT 16, BLOCK 11; LOTS 1 & 9, BLOCK "3; LOT 1, BLOCK 14 AND LOTS 4 & 16, BLOCK 15 ARE NON -BUILDABLE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SOLITUDE PLACE HOMEOWNERS ASSOCIATION, OR ITS ASSIGNS, AND ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES AND IRRIGATION. 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT -TO -FARM, WHICH STATES THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL 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 BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 106133466, AND AN AMENDMENT TO THE DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT NO. 109088810, RECORDS OF ADA COUNTY, IDAHO. 11. LOT 16, BLOCK 15 IS SERVIENT TO AND CONTAINS THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"), THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 12. DIRECT LOT OR PARCEL ACCESS TO E. MCMILLAN ROAD OR N. MERIDIAN ROAD IS PROHIBITED. 13. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. 112088695, RECORDS OF ADA COUNTY, IDAHO. 14. THIS SUBDIVISION SHALL BE SUBJECT TO THE TERMS AND CONDITIONS OF THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR SOLITUDE PLACE SUBDIVISION, RECORDED AS INSTRUMENT NO. 107076214 AND AMENDED PER INSTRUMENT NO. 110077666, RECORDS OF ADA COUNTY, IDAHO. � A� M 2 LAND, LLC DEVELOPER SAN ANSELMO, CA ENGINEERING SOLUTIONSLLP MERIDIAN, IDAHO TEALEY'S LAND SURVEYING 187 EAST 50th STREET a GARDEN CITY, ID. 83714 208-385-0636 El JOB NO. 120314 SHEET 1 OF 2 \120314-PLT.DWG 02/26/13 BKB