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CC - Final Plat No. 1 JOCELYN PARK SUBDIVISION NO. 1 BOOK , PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN 0' 50' 100, 200' CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 NOTES SCALE: 1" = 100' 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION LINE TABLE HOMEOWNER'S ASSOCIATION PRESSURE 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. BASIS OF BEARING CP&F INST. NO. LINE LENGTH BEARING 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC 24 N89'20'48"W 1319.53' CP&018193 N0. #2019-015472 UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) 1/4 _ PLS 11334 W. VICTORY RD. S89°20'48"E 467.11' E 1/16 _ S89'21'45"E 24 19 L1 41.41' S75'10'24"E FEET BOUNDARY.ENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION 25A 852.42' l� - -199.61= _____- o 0 1320.00' - - L2 23.31' S89'10'29"W CP&F INST. N0. 1�NyB \\ �r _ 150' ,� POINT OF 25 30 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE C �' BEGINNING L3 47.00' S89'33'20"E RE-SUBDIVISON. 2019-115455 e� _ o L25 _ _ _ J 452.53' o 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE /� INGRESS/EGRESS AND UTILITY L4 50.86' S21'36'19"E MERIDIAN SEWER AND __ -------- EASEMENT, INSTR. N0. 8734711 z SECTION 31-3805(1)(b). ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED WATER EASEMENT, - Oj RELOCATED 100' RIDENBAUGH CANAL� ¢ FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. o L5 36.13' S17'07'41"W INSTR. N0. 114009333 71250 sf o EASEMENT, 50' EACH SIDE OF CENTER 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING o BLOCK 1 LINE PER INSTR. NO_9215337 %_ w L6 38.0T NO'26'03"E 100' RIDENBAUGH CANAL __ __------ _, o, REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. EASEMENT, 50' EACH SIDE OF n - _- - S44'20'481 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS CENTERLINE PER INSTR. NO. ��, ��35.00' `� 00 L7 55.00' N89'32'45"W ��A/ `> r7 SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7608075 - TO BE RELINQUISHED - UNPLATTED �� , i - L8 12.91' N21'39'10"W WHEN CANAL RELOCATED PER �V�/��� fib,% / 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER INSTR. NO, 9215337 5� b o a� - L9 23.50' SO'26'03"WPO ELEVATION. EXISTING ADA COUNTY HIGHWAYDISTRICT TEMPORARY EASEMENT, 8. LOT 1,BLOCK 1; LOTS 18 AND 24,BLOCK 2 AND LOTS 1,2, 11 AND 23,BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE NNSTR. N0. ____-______ L10 23.50' SO'26'03"W JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR 7, N89'20'48"W W. CONTEND PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. L11 27.85' S44'21'22"E j 0 137.51' 0' y 268.55' 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, j C� L12 9.96' NO'39'12"EAGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY CHANGED PLS 972 57.55' 34.04' -,. N 40.00' 40.00' 40.00'25.00j Ol 1TKINS DRAIN EASEMENT, CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE L13 8.18' N71'02'08"E1 YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED N a, � 3 3 � 30 INSTR. NO. 9259521 ( ) w M � N N C4 N N N PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT o Cow o ra" 001 L14 8.25' SO'26'03"W �' A m z do rn �A �a �' OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. pvo M z �BLOCKJ L2 J 23.5'23.5'^ "' p I��^ � 5' o 'i L15 91.75' N80'0T22"E 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS o 48.10' 53.74' ` 5' , � 27' FARR LATERAL EASEMENT, INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. S89'20 48"E 5 ~' 43.83 40.00' 40.00' 40.00 40.48' L16 42.50' SO'26'03"W � � c:� INST. N0. 9259521 v Y N89'20'48"W 6 S89'20'48"E �OKy� tk5� 11. PORTIONS OF LOT 1, BLOCK 1; LOT 24,BLOCK 2 AND LOTS 2 AND 11,BLOCK 3 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN PLS 972 cn 0101.84' h v 6 1L L17 23.50' SO'26'03"W THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED w_tot 9 V� J w N 109.42' „ �_ \ 94.90' e�S S89'25 20 E 197.16 e�S _ 8 s{_,,,c� �/ O (� MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256, ' g5d06E �, 6086�U�9 s S84'28'53"E 1 L18 23.50' N89'33'57"W 0 87.80' ^ OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE"MASTER 04j17 s � s cp_ ���1 s 'o s9 L14 150.73'- - -N83'21'07"E EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY 1 s„ o rn o L19 42.50' NO'26'03"E i �, -,GI'0� i O g4� o�F BLOCK 3 I 3429? sf oLn DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE ,cw o L20 23.50' S89'33'20"E STORM WATER DRAINAGE SYSTEM. wO h10�E/� 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS 0 1�45 y9 N8125 c L21 23.50' S8933'20"E PLS 972 i y1 s 0 09 s_ `L6 ++� 03 (A/ INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. sI„ �\ o�,6� '16 5 132.35' r,©4110���✓ r, o' 1�y� ,- ' �1j L22 28.37' S4822'15"W 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION C' S6 NO. 1, RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. c3 cP-N 6711 sf `s� 7 o, �gy s� o. 0 6,- 11 LL �� h�, L23 88.28' N7656'05"E 1�ti5 s„ NOC� 1 �Da 14. DIRECT LOT ACCESS TO W.VICTORY ROAD IS PROHIBITED. Rn s-'�s - O�y o. � L24 53.18' SO'39'12"W o �Oti 66sf„ `fl N6� 53 sI 45 y9' L25 176.89' S88'33'04"W ,r g A13 ,�ti� � o 12 �o N cr: o ti9 io `''\F` N6 tJ cL `ro. �c3°` O L26 31.86' S8933'57"E o o/ �o� sI„ \ �652 „� CURVE TABLE CURVE TABLE 9 41 ' LF✓ 130. 1 O y9 o661 s 9� ��6� y41 CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD sf rn. Z o r' 10 408 ti� 14 52 C1 99.12' 305.45' 18'35'34" N14'21'23"W 98.69' C18 13.01' 176.50' 4'13'26" N20'52'18"W 13.01' 0�66q �z O 1��'6 sI„�� � � 11v95 � o � C2 248.25' 857.22' 16'35'34" N13'21'23"W 247.38' C19 59.09' 176.50' 19'10'52" N9'10'09"W 58.81' v� �Zo 11 66 � 15 5243 sf � 20.7' o M C3 61.88' 150.00' 23'38'12" S11'09'54"E 61.44' C20 19.75' 147.00' 7'41'52" S3'25'39"E 19.73' _ "' LEGEND s ' 9954655sf� N$53T1 m M c9 ?0 12 BLOCK 2 rn N 'n C4 81.70' 200.00' 23'24'18" N11'16'52"W 81.13' C21 14.84' 147.00' 5'46'58" S10'10'04"E 14.83' 101.56' o� 30' WATKINS DRAIN EASEMENT, N g*40' "E N 16 4457 sf INSTR. N0. 9259521 M o U) ® C5 193.97' 123.50' 89'59'14" S44'34'20"E 174.64' C22 39.06' 147.00' 15'13'21" S20'40'13"E 38.94' PLS 972 N 88.92' ' �,�893443"E J _1 z FOUND ALUMINUM CAP MONUMENT c 13 4001 sf c,io 0 17 100.42' �o 'n UNPLATTED � a • FOUND 1/2" REBAR AS NOTED C6 95.31' 100.00' 54'36'37" S62'15'38"E 91.75' C23 41.75' 147.00' 16'16'18" S36'25'03"E 41.61' -_S89'3�43"E-7 0 4017 sf po 04 �S$9'3443"E FOUND 5/8" REBAR AS NOTED C7 47.30' 100.00' 27'06'01" S21'24'19"E 46.86' C24 39.86' 147.00' 15'32'05" S5219'14"E 39.73' o � 14800�sf o 0 18 40042'� o Q o SET 1/2" REBAR WITH PLS 11118 C8 14.45' 100.00' 8'16'36" S3'43'01"E 14.43' C25 38.05' 147.00' 14'49'48" S67'30'11"E 37.94' o S89'3�43"E ��gg'34�43"E m PLASTIC CAP 18.72' 223.50' 4'48'Ol" Nl'58'43"W 18.72' C26 37.58' 147.00' 14'38'S2" S82'14'31"E 37.48' 88.93' s �� o1g 100.42' o ;n ® SET 5/8" REBAR WITH PLS 11118 15 4003 sf �; �, 640CK 3 N w t " ��589 BLOC" I PLASTIC CAP C10 40.05' 223.50' 10'16'05" N9'30'46"W 40.00' C27 26.92' 857.22' 1'47'56" S20'45'11"E 26.91' S89'34 Z'Ei o 0 Z oo N - - - - SECTION LINE C11 32.52' 223.50' 8'20'13" N18'48'54"W 32.49' C28 172.45' 857.22' 11'31'35" S14'05'26"E 172.16' 88.93' o, o�20100.42' o0 N N o 16 4001 sf_ o�ri 4017 sf o J - - CENTER LINE C12 45.72' 126.50' 20'42'30" S12'3T45"E 45.4T C29 23.74' 857.22' 1'35'13" ST32'01"E 23.74' o � -N S89 3443"E z S89'3�43"E o' o ACHD STORM WATER DRAINAGE 88.94'N c 2140122'4s2 0 J¢ EASEMENT LINE, SEE NOTE 11 C13 6.4T 126.50' 2'55'42" SO'48'39"E 6.46' C30 23.66' 857.22' 1'34'53" S5'56'59"E 23.66' 17J _S89'3443"E mPUBLIC UTILITY, PRESSURE IRRIGATION C14 2.72' 19.00' 8'12'38" S4'45'31"W 2.72' C31 1.48' 857.22' 0'05'57" S5'06'34"E 1.48' 5a3 sf �;22 99.38 � \ N & LOT DRAINAGE EASEMENT LINE- PLS 14221 18 w 4031 sf \ o SEE NOTES 1 &2 C15 11.86' 19.00' 35'45'47" S72'46'18"W 11.67' C32 24.09' 305.45' 4'31'07" S7'19'09"E 24.08' \s89.4'43">✓� \99.50' v)�i �; �, S89°32 0' E L3 EXISTING RIDENBAUGH CANAL EASEMENT ��•� 19 81.96' i� � �� C16 35.79' 173.50' 11'49'06" S5'15'21"E 35.72' C33 56.70' 305.45' 10'38'07" S14'53'47"E 56.62' ao c C 23 o PER INSTRUMENT NO. 7608075 - s\N6-" 1� � \CV 6 4364 s 788g' �tiL20 L21 EXISTING RIDENBAUGH CANAL EASEMENT C17 35.79' 173.50' 11'49'06" S17'04'27"E 35.72' C34 18.33' 305.45' 3'26'19" S21'56'00"E 18.33' \ I 4166 h a' J PER INSTRUMENT NO. 9215337 a 20 .•�R,'� 0 �' 1 3.44'�9'33'57"W PLS 972 2A �o' - - - OTHER EASEMENT AS NOTED �� �y .� W. WINNIPEG ST. L18 " J �� SURVEY TIE LINE �oo�� �`�0° 0� 21 0� ?5 C26 L26 145.60' PLS;4116 3- SUBDIVISION BOUNDARY LINE `0Np.L LA/y�s f p S 4947 sf' 1.33' -_----- PO o N, ���, 88�-- p A 3o SEE NOTE 11 � N o Z LOT LINE G1STF,Q�G,QL f9sCP omo� 6195 sf z 23 s o 24 CDLo ADJACENT PROPERTY LINE s ° 5494 sf� > o co (SO'04'50"W) DATA OF RECORD CLINTON W. HANSEN a 1 1 1 18 � 7 WATKINS DRAIN m 1 o 44.60 67.2T EASEMENT, INSTR. ° NO CAP 18 LOT NUMBER PLS 11118 vj, -z Z �- S89'32'00"E 111.8T N0 9259521 S' d' � '9 P v .9 PLACED CAP �j ��c �O -7 0- PLS 11118 z w , tiT 2s BLOCK 2 52049 sf �� NP ,CMERIDIAN SEWER AND WATER boo (S214722 E) i co EASEMENT, INST. 114009333 � -(50.94) z o m PLS 14221 o m SURVEYOR'S NARRATIVE (N89 24'09"W)-�L7 PLS 14221 PLS 972 � j' o ti O (NO24'46"W) -j h THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED Lan n s PLS 972 `(S1636 22"W) (N025'59"W) TIES TO CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED NE 1/16 N88°44'42"W 206.86' (36.13) SUBDIVISION BOUNDARIES OF TIMBERLINE SUBDIVISION NO. 1, TIMBERLINE Land Surveying and Consulting PLS 14221 (N89104'15"W 207.08) BILTMORE ESTATES SUBDIVISION N0. 1 � I SUBDIVISION NO. 2, BILTMORE ESTATES SUBDIVISION NO. 1, MERIDIAN HEIGHTS 231 E. 5TH ST., STE. A BOOK EST PAGES 1 SUBDIVISION 5147 MERIDIAN HEIGHTS N0. 3 SUBDIVISION NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, INFORMATION FROM MERIDIAN, ID 83642 RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT DEEDS OF RECORD. (208) 288-2040 fax (208) 288-2557 BOOK 62, PAGES 6274-6275 THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE www.landsolutions.biz RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB No. 20-59 SHEET 1 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK , PAGE CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF JOCELYN PARK SUBDIVISION NO. 1; A PARCEL OF LAND BEING LOCATED IN THE NE 1/4 OF SECTION 25, T.3N., R.1W., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN ALUMINUM CAP MONUMENT MARKING THE NE CORNER OF THE NW 1/4 OF THE NE 1/4 (E 1/16 CORNER) OF SAID SECTION 25, FROM WHICH AN ALUMINUM CAP MONUMENT MARKING THE NW CORNER OF THE NE 1/4 OF SAID SECTION BEARS NORTH 89°20'48" WEST A DISTANCE OF 1319.53 FEET; THENCE SOUTH 0°26'03" WEST ALONG THE EAST BOUNDARY OF SAID NW 1/4 OF THE NE 1/4 A DISTANCE OF 385.38 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY SOUTH 89°25'20" EAST A DISTANCE OF 197.16 FEET TO A POINT; THENCE SOUTH 75'10'24" EAST A DISTANCE OF 41.41 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 2 SUBDIVISION, AS SHOWN IN BOOK 41 OF PLATS ON PAGES 3353 AND 3354, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0-04-50" WEST)A DISTANCE OF 65.56 FEET TO A POINT; ACKNOWLEDGMENT THENCE LEAVING SAID BOUNDARY NORTH 81°25'03" WEST A DISTANCE OF 132.35 FEET TO A POINT; STATE OF S.S. COUNTY OF THENCE SOUTH 89°10'29"WEST A DISTANCE OF 23.31 FEET TO A POINT; THENCE SOUTH 64°33'25"WEST A DISTANCE OF 76.26 FEET TO A POINT; ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED , KNOWN OR THENCE SOUTH 40°14'57"WEST A DISTANCE OF 98.42 FEET TO A POINT; PRESENTED TO ME TO BE A MANAGER OF CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS"AND ACKNOWLEDGED TO THENCE SOUTH 22°59'01" EAST A DISTANCE OF 99.07 FEET TO A POINT; ME THAT SAID LIMITED LIABILITY COMPANY EXECUTED THE SAME. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 372.57 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THENCE SOUTH 89°32'00" EAST A DISTANCE OF 99.50 FEET TO A POINT; AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE SOUTH 0°25'17" WEST A DISTANCE OF 2.47 FEET TO A POINT; MY COMMISSION EXPIRES THENCE SOUTH 89°33'20" EAST A DISTANCE OF 47.00 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 2 SUBDIVISION; RESIDING AT THENCE ALONG SAID WESTERLY BOUNDARY SOUTH 0°26'03"WEST (FORMERLY SOUTH 0°04'50" WEST)A DISTANCE OF 167.42 FEET TO A POINT ON THE WESTERLY BOUNDARY OF MERIDIAN HEIGHTS NO. 3 SUBDIVISION, AS SHOWN IN BOOK 62 OF PLATS ON PAGES 6274 AND 6275, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE WESTERLY BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION THE FOLLOWING COURSES AND DISTANCES: NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE SOUTH 42°10'50" EAST A DISTANCE OF 89.90 FEET (FORMERLY SOUTH 42-41-45" WEST), 90.00 FEET) TO A POINT; THENCE SOUTH 21°36'19" EAST A DISTANCE OF 50.86 FEET (FORMERLY SOUTH 21°47'22" EAST, 50.94 FEET) TO A POINT; THENCE SOUTH 17°07'41"WEST A DISTANCE OF 36.13 FEET (FORMERLY SOUTH 16°36'22"WEST, 36.19 FEET)TO A POINT; THENCE N 88°44'42" WEST A DISTANCE OF 206.86 FEET (FORMERLY NORTH 89°04'15" WEST, 207.08 FEET) TO A POINT ON THE EASTERLY BOUNDARY OF BILTMORE ESTATES SUBDIVISION NO. 1, AS SHOWN IN BOOK 108 OF PLATS ON PAGES 15145 THROUGH 15147, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING THE BOUNDARY OF SAID MERIDIAN HEIGHTS NO. 3 SUBDIVISION AND ALONG THE BOUNDARY OF SAID BILTMORE ESTATES SUBDIVISION NO. 1, AND CONTINUING ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 1, AS SHOWN IN BOOK 116 OF PLATS ON PAGES 17457 THROUGH 17459, RECORDS OF ADA COUNTY, IDAHO, NORTH 0°26'03" E (FORMERLY NORTH 0°25'59" EAST AND NORTH 0°24'46" EAST)A DISTANCE OF 38.07 FEET TO A POINT; THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: CERTIFICATE OF SURVEYOR THENCE NORTH 89°32'45" WEST (FORMERLY NORTH 89-24-09" WEST)A DISTANCE OF 55.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THENCE NORTH 30°58'48" WEST (FORMERLY NORTH 30°59'42" WEST)A DISTANCE OF 365.69 FEET TO A POINT; THE STATE OF IDAHO, AND THAT 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 THENCE NORTH 0°25'40" EAST (FORMERLY NORTH 0°24'46" EAST)A DISTANCE OF 240.00 FEET TO A POINT; AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE NORTH 23'39'10" WEST (FORMERLY NORTH 23-4014" WEST)A DISTANCE OF 295.00 FEET TO A POINT OF CURVATURE; THENCE PARTIALLY ALONG THE BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 1, AND ALONG THE EASTERLY BOUNDARY OF TIMBERLINE SUBDIVISION NO. 2 AS SHOWN IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, A DISTANCE OF 99.12 FEET ALONG THE ARC OF A 305.45 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 18°35'34" AND A LONG CHORD BEARING NORTH 14°21'23"WEST A DISTANCE OF 98.69 FEET TO A POINT OF TANGENCY; NP1ST�SSG THENCE CONTINUING ALONG THE EASTERLY BOUNDARY OF SAID TIMBERLINE SUBDIVISION NO. 2 THE FOLLOWING COURSES AND DISTANCES: o� CLINTON W. HANSEN a 111180 0 THENCE NORTH 5°03'36"WEST A DISTANCE OF 125.99 FEET TO A POINT OF CURVATURE; PLS 11118 N�, � THENCE A DISTANCE OF 248.25 FEET ALONG THE ARC OF AN 857.22 FOOT RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 16°35'34" AND A LONG CHORD BEARING NORTH �� lF OF 13°21'23"WEST A DISTANCE OF 247.38 FEET TO A POINT OF TANGENCY; �ToN W NP- THENCE NORTH 21°39'10" WEST A DISTANCE OF 12.91 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID NW 1/4 OF THE NE 1/4; THENCE ALONG SAID NORTH BOUNDARY SOUTH 89°20'48" EAST A DISTANCE OF 467.11 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 10.15 ACRES, MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED me Lo I ix+� � o ij HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. ;,,,) .r IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 Land Surveying and Consulting 231 E. 5TH ST., STE. A CW-JPARK, LLC, A DELAWARE LIMITED LIABILITY COMPANY MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz BY MANAGER JOB N0. 20-59 SHEET 2 OF 3 JOCELYN PARK SUBDIVISION NO . 1 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 \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 N Po 2 PLS 11118 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT /yTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 0 Jr j sA jr C�� 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. 20-59 SHEET 3 OF 3 JOCELYN PARK SUBDIVISION NO . 1 BOOK PAGE LOCATED IN THE NE 1 /4 OF SECTION 25, TOWNSHIP 3 NORTH RANGE 1 WEST BOISE MERIDIAN o' 50' 100, 200' CITY OF MERIDIAN, ADA COUNTY IDAHO NOTES 2021 SCALE: 1" = 100' 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,JOCELYN PARK SUBDIVISION LINE TABLE HOMEOWNER'S ASSOCIATION PRESSURE 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. ........................... BASIS OF BEARING LINE # LENGTH BEARING 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC ................................N89'20'48"W.....1319.53'........................................ . CP&F INST. N0. CP&F INST. N0. 24. 9018193 2019-015472 UTILITIES,JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) 1 4 -=LS 11334 W. VICTORY RD. S89020'48"E 467.11' E 1 16 _ » 24 19 L1 41.41' S75'10'24"E FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION / � _ S89 2145E BOUNDARY. 25 852.42' r� 199.61' __ ---- o 0 1320.00'-- - - L2 23.31' S89'10'29"W -� -- j'"' o POINT OF 25 30 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE CP&F INST. NO. �`L I F - - 150 » 2019-115455 1�5 I � BEGINNING L3 47.00 S89 33 20 E RE-SUBDIVISON. \ _ o L 2 5 - J 452.53 0 INGRESS EGRESS AND UTILITY » 4. IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT BY NAMPA&MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE MERIDIAN SEWER AND __ / L4 50.86 S21'3619 E SECTION 31-3805 1 b . ALL LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED -_----- � EASEMENT, INSTR. N0. 8734711 zQ OO WATER EASEMENT, O C-D RELOCATED 100 RIDENBAUGH CANAL-" p L5 36.13' S17'07'41»W FOR ASSESSMENTS FROM THE NAMPA&MERIDIAN IRRIGATION DISTRICT. INSTR. NO. 114009333 0 71250 sf o EASEMENT, 50 EACH SIDE OF CENTER 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING �, - BLOCK 1 LINE PER INSTR. NO 9215337 ,�/v� Uj L6 38.07' NO'26'03"E REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. 100 RIDENBAUGH CANAL �� _ ___ __-----_- ___ EASEMENT, 50' EACH SIDE OF n - - - S44°20'48"E I coo' w » N 0 ,,_ I �c ap c/� L7 55.00 N89 32 45 W 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS CENTERLINE PER INSTR. NO. �%./ � `�� 35.00 M SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7608075 TO BE RELINQUISHED ,,� , ,��, , � ____ � Ui UNPLATTED L8 12.91' N21'39'10"W WHEN CANAL RELOCATED PER ,�`ti.' �� �_00 4 I ao 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER INSTR. NO. 9215337 ���j' c�� 2�;;'o,��' I M ELEVATION. / EXISTING ADA COUNTY HIGHWAY L9 23.50' SO'26'03"W 108.56 ��49.50' ,����� 1 8. LOT 1, BLOCK 1; LOTS 18 AND 24, BLOCK 2 AND LOTS 1,2, 11 AND 23, BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE 409.35 I .. DISTRICT TEMPORARY EASEMENT, » » a, o INSTR. NO. ____-______ L10 23.50 S02603 W JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR N89 20 48 W W. CONTENDER DR. I i % » PUBLIC UTILITIES AND JOCELYN PARK SUBDIVISION HOMEOWNER'S ASSOCIATION PRESSURE IRRIGATION. 0 137.51' 10' 268.55' 1 p' o N L11 27.85 S44 2122E - • 9. THIS DEVELOPMENT RECOGNIZES SECTION 22 4503 IDAHO CODE RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION I z C1� J cC) L12 9.96' N0'39'12"E AGRICULTURAL FA ILITY R EXPANSION THERE F HALL BE R BECOME A NUISANCE, PRIVATE R PUBLIC, BY ANY CHANGED � C OO S O COO C G m PLS 972 57.55 34.04 d- N 40.00 40.00 40.00 40.48 40.66 CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE c� !� 25.00I I WATKINS DRAIN EASEMENT »0 I� N w �I I ®� 3 I L13 8.18 N7102 08 E co 7 3O. 1 YEAR WHEN THE OPERATION FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED cn o Z w N 2 I a, �� 6 30 INSTR. NO. 9259521 ( ) > ' p . • w !: O is T. �•• N C V204 Ln CAo co�rn �w r rn� L14 8.25' SO'26'03»W PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT o �,.� o �, g ,.�,�CD r Sc� ��o ��o 000 OPERATION OF AN AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. Z BLOCKJ L2 �'' �� 23.5'23.5' `r'd'`� cn v, 5 `rjNO L15 91.75 N800722 E 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS o " " 48.10 53.74 ,1 ,1 �J 5 , ,� 27 FARR LATERAL EASEMENT, INSTRUMENT NO. - , RECORDS OF ADA COUNTY, IDAHO. N N S89'T �, 43.83 40.00 40.00 40.00 40.48 I INST. N 0. 9 259 521 L16 42.50' S0'26'03"W 101.84' E v N89'20 48"W S89'20'48"E D,lks� Nb� 11. PORTIONS OF LOT 1, BLOCK 1; LOT 24, BLOCK 2 AND LOTS 2 AND 11, BLOCK 3 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN PLS 972 O3 , `�J am',, � 109.42' 0' 94.90' I �`�1 ' " ca L17 23.50' SO'26'03"W THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED LA �Q1,9$ ' , N ® sf „��• �0 2 I Q S89 25 20 E 197.16 V.L' MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-1032561 8tco�E 6 6�09� 8428 53 E 1 $7.gp 23.50 N89 33 57 W OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL(THE MASTER N7 sf,� �+ N i o s I L14 150.73'_ - _ •21'07"E 3 » EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY g717 d,�" ��� o� o. 83 .. ) c� 4 'W 10 sf o N �''�o c� Li 42.50 NO 26 03 E n w •01 ��' / qq5 "� BLOCK 3 I DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE Nz :Lti O• 0 1.Q �s o I I N J4291 sf o `n L20 23.50' S89'33'20"E STORM WATER DRAINAGE SYSTEM. � 5 •tz /o 10 q.5 Si41 "�� �, I I L2 N8 „ N ato » 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS PLS 972 6. �s '� 10 '01-q M �6 r 25 03 �l�/ L21 23.50 S89 33 20 E INSTRUMENT NO. - , RECORDS OF ADA COUNTY, IDAHO. 10�� sfr o. •0 6� 1 ,� I I 1�0• , 5 132 4��� �� o� 10��` '� �� �� '35 L22 28.37' S48'22'15"W 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND RESTRICTIONS FOR JOCELYN PARK SUBDIVISION �6� o cam, 11p �, s ; I S6 NO. 1, RECORDED AS INSTRUMENT NO. - , RECORDS OF ADA COUNTY, IDAHO. s, o �,,11 6711 sf NN / �, \�� �h'�� L23 88.28' N76'56'05»E 10� sftK �, "A O NO�� - I ° Oc �, 14. DIRECT LOT ACCESS TO W.VICTORY ROAD IS PROHIBITED. _ �p � o 'S9 o Oc �� L24 53.18' SO'39'12»W s, /N61003 I Si c9 L25 176.89' S88'33'04»W Vs o� 0���sf �, s• 0 » @o L26 31.86 S89 33 57 E CURVE TABLE CURVE TABLE .4 � CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD SO �`' 10109$s'L�� o, 14 5253 „ » » » » 0 ' C1 99.12 305.45 18 35 34 N14'2123 W 98.69 C18 13.01 176.50 4'13 26 N20 5218 W 13.01 93. 2 00, 100�6 sf r� c» '11�•g5 I o I o C2 248.25 857.22 16 35 34 N13'2123 W 247.38 C19 59.09 176.50 19'10 52 N9'10 09 W 58.81 0 11 40 �' n 15 5243 sf 0 66. 1 _ » 20.7 o M C3 61.88' 150.00' 23038'12" S11009'54"E 61.44' C20 19.75' 147.00' 7041'52" S3'25'39"E 19.73' c� o o •37'171 I m s �999 555sf o L " - I cn PO LEGEND » � » » » 12 BLOCK 2 �; wr- 101.56 30' WATKINS DRAIN EASEMENT, �, C4 81.70 200.00 23 2418 N11 16 52 W 81.13 C21 14.84 147.00 5 46 58 S10'10 04 E 14.83 9.4.0�1 E » INSTR. N0. 9259521 o cn C5 193.97 123.50 89 5914 S44 34 20 E 174.64 C22 39.06 147.00 15'13 21 S20 4013E 38.94 PLS 972 N 88.92' '�;� �,_89 3A E z � ® FOUND ALUMINUM CAP MONUMENT 13 4001 sf�� 0 100.42 o `� UNPLATTED • FOUND 1/2" REBAR AS NOTED C6 95.31' 100.00' 54'36'37" S62'15'38"E 91.75' C23 41.75' 147.00' 16'16'18" S36025'03"E 41.61' d. » � 0 17 4017 sf c� I o N � L�89 3k43.E� o �,�89'34 43"E - � W ® FOUND 5/8" RE BAR AS NOTED C7 47.30' 100.00' 27'06'01" S21'24'19"E 46.86' C24 39.86' 147.00' 15'32'05" S52'19'14"E 39.73' •, N 88.92' � w w 00 0 14 4003 sf 0 18 100.42 �,oo ¢ o SET 1/2" REBAR WITH PLS 11118 C8 14.45' 100.00' 8'16'36" S3'43'01"E 14.43' C25 38.05' 147.00' 14'49'48" S67'30'11"E 37.94' . » 1 N o 04017 sf - m O o) d-L S89 3443.End' ��89'3 43"E I PLASTIC CAP w _ w C9 18.72' 223.50' 4'48'01" N1'58'43"W 18.72' C26 37.58' 147.00' 14'38'52" S82'14'31"E 37.48' `V o 88.93' o �I 19 100.42' o SET 5/8" REBAR WITH PLS 11118 154003sfU, ,�, •O B OC 3 N ® » » » » 3 w � -� N ��89'3,43.E � PLASTIC CAP C10 40.05 223.50 10'16 05 N9 30 46 W 40.00 C27 26.92 857.22 1 47 56 S20 4511E 26.91 It o 29 3�43 E� o 0 Z o - cn - - SECTION LINE C11 32.52' 223.50' 8*20'13" N18'48'54"W 32.49' C28 172.45' 857.22' 11031'35" S14005'26"E 172.16' -' 0100.42 0 d. v"@4001 88.93�,, o, o S 20 0 . :v cv sf �' oN 4017 sf I I - - CENTER LINE d-L�8 s»�� S89'3�43 d- I C12 45.72' 126.50' 20'42'30" S12'37'45"E 45.47' C29 23.74' 857.22' 1*35'13" S7'32'01"E 23.74' Z - - ___________________ ACHD STORM WATER DRAINAGE r ' ' - ' ,c5 s 21 100.42 0 10 -- C13 6.47' 126.50' 2'55'42" SO'48'39"E 6.46' C30 23.66' 857.22' 1'34'S3" S5'56'59"E 23.66' w 88.94 N . 04012 sf I Q EASEMENT LINE, SEE NOTE 11 „ 0 1no v�8.9'3443"E mPUBLIC UTILITY PRESSURE IRRIGATION » » » »L,^ � �, - ., C14 2.72 19.00 8'12 38 S4 45 31 W 2.72 C31 1.48 857.22 0 05 57 S5 06 34 E 1.48 r' 7099 38 0 �� Q - - & LOT DRAINAGE EASEMENT LINE- 18 1583 sf n 22 4031 sf M \ b SEE NOTES 1 &2 C15 11.86' 19.00' 35'45'47" S72'46'18"W 11.67' C32 24.09' 305.45' 4'31'07" S7'19'09"E 24.08' PLS 14221 3 'r�, \SWN'43""� core c�i N � \99.50' __ __ EXISTING RIDENBAUGH CANAL EASEMENT C16 35.79' 173.50' 11'49'06" S5'15'21"E 35.72' C33 56.70' 305.45' 10"38'07" S14'53'47"E 56.62' �,19,o� s1.96 �, S89 32 00 E L3 PER INSTRUMENT NO. 7608075 4364 s C17 35.79 173.50 11 49 06 S17 04 27 E 35.72 C34 18.33 305.45 3 2619 S21 56 00 E 18.33 4166`� �`� 78.88 ��,L2� L21 _________ EXISTING RIDENBAUGH CANAL EASEMENT \ 20 �,h » co PER INSTRUMENT NO. 9215337 6, Q ti �c �, 1 3.44 �9 33 57 W PLS 972 70 - - - - - - OTHER EASEMENT AS NOTED W. WINNIPEG ST. L18 J . ........................ . �o 2� \� 21 �? S� o SURVEY TIE LINE o O° 0 f-C26, L26 ,N 145.60 PLS,4116 3 L LA N \4947 sf�, 1.33 \------�-- -J o SUBDIVISION BOUNDARY LINE �' cs cis, � � L � \ 88 `�� @2)"�`. /�co ooI o SEE NOTE 11 �, cv o �p LOT LINE L y G6, �� ='� 0 23 o N 24 \ o cow �„ ,r, ADJACENT PROPERTY LINE 3 p� 6195sf `` o O \ U O �' ° l 5494 sf� � o N- CLINTON W. HANSEN O \ m (SO 04 50 W) DATA OF RECORD a 1 1 8 O ,� WATKINS DRAIN OcS` 44.60 67.27- EASEMENT, INSTR. A,� V) � PLS 11118 N O 6' » , NO CAP N 18 LOT NUMBER �`i2 �5 M ��j c9� S89 32 00 E 111.87 NO. 9259521 S� &1 to co �� �� ,� PLACED CAP o � / F 0 F �O o �- p.9 O- PLS 11118 z � , �� �s BLOCK 2 529 9 sf ��s3 k:0 ¢ ON W,\A MERIDIAN SEWER AND WATER V `V o S21'47'22»E = co o- EASEMENT, INST. 114009333 f Y \ r� (50.94) a o SURVEYOR'S NARRATIVE mod ' PLS 14221 � o m (N89'24'09�W) L7 PLS 14221 PLS 972 w / NO'2446 W ,J "I m THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED 'di ( ) " NO'25'59"W PLS 972 ��(S163622 W) TIES TO CONTROLLING SECTION CORNER MONUMENTATION THE PLATTEDConsulting( ) NE 1 16 ' (36.13') � and Surve in and/ N88 44 42 W 206.86 y g PLS 14221 SUBDIVISION BOUNDARIES OF TIMBERLINE SUBDIVISION NO. 1 TIMBERLINE (N89'04'15�W 20Z08') SUBDIVISION NO. 2, BILTMORE ESTATES SUBDIVISION NO. 1, MERIDIAN HEIGHTS 231 E. 5TH ST., STE. A BILTMORE ESTATES SUBDIVISION NO. 1 I MERIDIAN ID 83642 BOOK 108, PAGES 15145-15147 MERIDIAN HEIGHTS N0. 3 SUBDIVISION NO. 2 SUBDIVISION, MERIDIAN HEIGHTS NO. 3 SUBDIVISION, INFORMATION FROM , BOOK 62 PAGES 6274-6275 RECORD OF SURVEY NUMBERS 2242, 9618, AND CURRENT DEEDS OF RECORD. (208) 288-2040 fax(208) 288-2557 I I THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE www.landsolutions.biz I i , RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. SHEET 1 OF 3 JOB N0. 20-59