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HomeMy WebLinkAboutCC - Proposed Final Plat POIEMA SUBDIVISION - AMENDED BOOK , PAGE LOCATED IN THE NE 1 /4 OF THE NW 1 /4 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO 2023 LEGEND ® FOUND ALUMINUM CAP MONUMENT ® FOUND 5/8" REBAR AS NOTED BICENTENNIAL FARM SUBDIVISION NO. 1 BOOK 116 PAGES 17423-17432 • FOUND 1/2" REBAR AS NOTED EXISTING RIGHT-OF-WAY CP&F INST. NO. SET 1/2" REBAR WITH PLS 11118 BASIS OF BEARING INSTR. NO. 2023-020023 PLASTIC CAP 32 33 E. LAKE HAZEL RD. 33 2017-075211 T3N �170E _ NO CAP (S8954'14 E) S89'56'26"W _ 2651.70' SET 5/8" REBAR WITH PLS 11118 T2N .To, 2 - - - - - - 797.99' - - - - - - - -145.01' - 1/4- - - 5 4 �., o ADA COUNTY HIGHWAY DISTRICT PLASTIC CAP oY o EXISTING RIGHT-OF-WAY o c0 4 M CP&F INST. N0. o� .�� INSTR. NO. 2023-015740 PERMANENT EASEMENT ul -j SO'37'05"W ❑ CALCULATED POINT, NOT SET 92.39'� N89.56 26 E 908.68 INSTR No. 2023-009387 50.00' CP&F 19102N �� - - - - SECTION LINE �, � � 7os.28' �� L8 L9 � POINT OF 14.69' �, @1 SE' SHEET 2 OF 6 �� 01 BEGINNING - - CENTER LINE o I P- C10 23.5'23.5' SF FAS..MLNT DETAIL S89'56'26"W 717.16' _ ACHD STORM WATER DRAINAGE 1- 00 EASEMENT LINE, SEE NOTE 11 �I \G 2 LIr y� PUBLIC UTILITY & LOT \� DRAINAGE EASEMENT LINE - -1 G SA �� \ \ �0 \ SEE NOTE •P 11 ,"',� 3 w O yo \ SEE NOTES 1 & 2 \\ \ \\ \ 38.5 i ® � OTHER EASEMENT LINE AS NOTED \ APPROXIMATE FEMA FLOOD HAZARD ZONE A BOUNDARY \ o BLOCK 1 5 \ \> CITY of MERIDIAN WATER MAIN SURVEY TIE LINE A, EASEMENT, INSTR. No. 2022-074303 ® © 0' 50' 100, 200' SUBDIVISION BOUNDARY LINE \ V A >> F CD u1 o LOT LINE EMERGENCY VEHICLE ACCESS EASEMENT, SEE NOTE 16, SCALE: 1" = 100' ZERO-SETBACK LOT LINE-NO SIDE LOT LINE \moo moo\o CITY of MERIDIAN WATER �� EASEMENTS (SEE NOTE 2) EASEMENT, INST No. BLOCK 2 $ < ADJACENT PROPERTY LINE F 2023-020868 Li 2 s����� LOT NUMBER 10 (S04623"W) RECORD DATA CITY OF MERIDIAN WATER EASEMENT, Co �1 �� \ \� INST No 2023-o2086a I Q 11 NOTES APPROXIMATE FEMA a; 12 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND LOT DRAINAGE OVER THE TEN(10)FEET FLOOD HAZARD ZONE A (0 ADJACENT TO ANY PUBLIC STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND �I F2 \ V Asue BOUNDARY N I w WALKWAYS TO EACH LOT. ,',, EMERGENCY VEHICLE �° n 13 \o� \ `nl 2. UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES �j ACCESS EASEMENT, o J - SEE NOTE 16 tiA F \ \ F 0 14 AND LOT DRAINAGE OVER THE THREE(3)FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR N o �y� 01 \ \ \ \�O z LOT LINE OR SUBDIVISION BOUNDARY. THE THREE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION DOES NOT APPLY TO THOSE LOT I o O F \moo �O 2 ADA COUNTY HIGHWAY DISTRICT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS. CITY OF MERIDIAN s�s����o �� \ \ ��o tiF, f TEMPORARY TURN AROUND EASEMENT, I 15 BLOCK 2 \ \ 9 \ INSTR. NO. 2022-021812 I 0 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISON. WATER EASEMENT, INST �• o \�-o- NO. 2023-0208684. IN COMPLIANCE WITH THE DISCLOSURE REQUIREMENTS OF IDAHO CODE 31-3805(2), IRRIGATION WATER HAS NOT BEEN PROVIDED FOR BY THE S89'22'55"E 219.46' 16 OWNER,AND THE LOTS SHOWN ON THIS PLAT SHALL BE SUBJECT TO ASSESSMENTS BY THE NEW YORK IRRIGATION DISTRICT. I Z�Q•\ \ \ w O3 b� I 5. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS �s0�,\�s \ \ \oFo-6 o SEE NOTE 11 wi 23.5'123.5' 17 OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF BUILDING PERMIT SUBMITTAL. EASEMENT DETAIL \ �c1 �Xa\ \ \ t) - ----------5.02' -1 6. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH G1\i Z G6 115.02' G I 18 RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. NOT TO SCALE J , \99� / 5 G5 E. DITMARS DR.N I n 7. BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 922'55"E 151.52' - 19 0 8. LOTS 1,35,36,47,53&54,BLOCK 1 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE POIEMA SUBDIVISION HOMEOWNERS ASSOCIATION N O OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES. LOTS 35 AND 47, BLOCK 1 ARE DESIGNATED AS COMMON DRIVEWAY LOTS PROVIDING INGRESS/EGRESS TO ADJACENT LOTS. LOTS 1 AND 3 OF BLOCK 2 ARE COMMON LOTS TO BE OWNED AND BLOCK 1 54 23.5'123.5' 21 MAINTAINED BY CALVARY CHAPEL TREASURE VALLEY, INC.SAID LOTS ARE COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES. 4 1 0 o N 9. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL OPERATION, 46 49 AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR \\ 50 © o «� ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE 45 O w cn OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF 44 51 Cj�n Q3 THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL 43 rn OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF. LINE TABLE G J I z ® 10. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. 2020-138120, RECORDS OF ADA COUNTY, IDAHO. LINE # LENGTH DIRECTION �� q� Q Q 11. PORTIONS OF LOTS 2 AND 3, BLOCK 2 AS DELINEATED HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT Ll 23.50' S34'03'34"E (THIS SHEET ONLY) \ 41 O I l�\ 53 O O RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS 5 4 L2 23.50' S34'03'34"E 40 ¢ 26 REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE \ 39 cri I DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE 1/4 CURVE TABLE \ 38 47 23.5'123.5' OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 25.57' So'03'34"E CP&F INST. N0. L3 111066377 12. THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS L4 25.57' NO'03'34"W CURVE # LENGTH RADIUS DELTA BEARING CHORD �\ 37 \ ® INSTRUMENT NO.2022-062014, RECORDS OF ADA COUNTY, IDAHO. L5 8.00' N34'03'34"W C1 49.42' 300.00' 9'26'19" N4'46'43"W 49.36' \ v� \ 13. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS,RESTRICTIONS AND EASEMENTS FOR POIEMA SUBDIVISION, Q9 o TO BE FILED AND RECORDED IN THE ADA COUNTY RECORDER'S OFFICE. L6 50.00' NO'03'34"W C2 52.97' 300.00' 10'06'58" N4'26'24"W 52.90' G 36 R=55' O a 14. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. 15. A PORTION OF LOTS 30 THRU 47, BLOCK 1,AND LOTS 1 THRU 3, BLOCK 2 AS SHOWN HEREON FALL WITHIN THE FEMA FLOOD HAZARD ZONE A AS L7 39.75' S60'14'12"E C3 59.59' 50.00' 68*17'04" N34'45'37"E 56.12' 9 ,6 \ SHOWN ON FEMA FIRM PANEL 16001CO265J, DATED JUNE 19,2020. L8 57.98' N89'56'26"E C4 105.92' 175.00' 34'40'39" S73'16'46"W 104.31' \ 16. LOTS 1 &2 OF BLOCK 2 ARE SUBJECT TO AN EMERGENCY ACCESS EASEMENT AS SHOWN AND DIMENSIONED. L9 57.75' N89'56'26"E C5 25.11' 198.50' 7*14'50" S59'33'51"W 25.09' �s \ 35 32 17. AS SHOWN HEREON, PORTIONS OF LOT 36 OF BLOCK 1,AND LOTS 1 AND 2 OF BLOCK 2 ARE SUBJECT TO AN EASEMENT FOR THE TEN MILE CREEK. 18. LOT 47 OF BLOCK 1 IS SUBJECT TO A BLANKET SEWER EASEMENT FOR THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO.2023-020869. L10 10.38' S78'39'47"W C6 95.03' 198.50' 27'25'49" S76'54'11"W 94.13' L11 125.02' N90'00'00"W C7 20.42' 13.00' 90'00'00" N45'37'05"E 18.38' L12 17.00' N55'55'49"E C8 48.82' 276.50' 10'06'58" 114'26'24"W 48.75' 51F�r \ L13 20.00' S34'04'11"E C9 53.29' 323.50' 9'26'19" N4'46'43"W 53.23' �� \ 34 SEE SHEET 2 OF 4 FOR BLOCK 1 DETAIL L14 17.00' S55'55'49"W C10 17.81' 30.00' 34'00'37" S17'03'52"E 17.55' BLOCK 1 L15 40.86' NO'03'34"W C11 20.49' 48.50' 2412'35" S45'25'22"W 20.34' \ L16 34.75' SO'03'34"E C12 29.68' 50.00' 34'00'37" N17'03'52"W 29.25' 1�1- NL LAlyp SURVEYOR'S NARRATIVE PLS y 80 ��5 GISTe ��� Lan ti is THIS PLAT IS BEING RECORDED TO AMEND AND SUPERCEDED THE PLAT OF POIEMA c�� CLINTON W. HANSEN a N 1 1 1 18 0 Land Surveying and Consulting SUBDIVISION PREVIOUSLY RECORDED, AND TO CORRECT THE SIDE LOT EASEMENTS AS N N-�- d>- 36 �r SHOWN AND AS DESCRIBED IN NOTE 2. THIS PLAT BOUNDARY AND THE ORIGINAL PLAT 1300.10' _ 1p- PCN LS PLS 11118 NW 1/16 q P = 231 E. 5TH ST., STE. A BOUNDARY FOR POIEMA SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO S89'56'26"W FOUND 1/2" 21.00 CP&F INST. N0. �i TF OF \� 5� MERIDIAN, ID 83642 tiT � 208 288-2040 fax 208 288-2557 CONTROLLING SECTION CORNER MONUMENTATION, INFORMATION FROM RECORD OF REPLACED S89'56'26"W 2022-096555 O P ( ) ( ) CP&F INST. N0. N W•N SURVEY NUMBERS 1485, 1838, 2880, 8839, AND 12358, AND CURRENT DEEDS OF RECORD. THE 2022-096554 (N8950'46"W 21.00) www.Iandsolutions.biz SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND UNPLATTED WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. JOB NO. 20-75 SHEET 1 OF 4 POIEMA SUBDIVISION - AMENDED BOOK , PAGE LOCATED IN THE NE 1 /4 OF THE NW 1 /4 OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHO (S8954'14'E943.00) _ N89°56'26"E 94_3.00- _ _ _T3N 33 2023 797.99' 145.01' T2N 1/4 - - LINE TABLE SEE CONTINUATION THIS SHEET 4 CP&F INST. NO. ADA COUNTY HIGHWAY E. LAKE HAZEL RD. 2017-075211 LINE # LENGTH DIRECTION N89'22'55" o W o co I o 0 LL ,n DISTRICT PERMANENT ADA COUNTY HIGHWAY \ in U I 1 o r- L1 23.50' S34.03'34"E K; EASEMENT - INSTR DISTRICT PERMANENT LO r 04 E. DITMARS DR. � o 110.00' o No 2023-009387 EASEMENT - INSTR. CD L2 23.50' S34'03'34"E c� 19 c� N0. 2023-009388 sss22'S5"E 151.52' 0 M N89°56 26 E 908.68 -48.17' \ G� W ---- z L3 25.5T SO'03'34"E M "' 1 N89'22'55'W 706.28' 47.9 �� N N I W N L8 TL9 95� „� ,8s.s7' POINT OF 11CIO 0.00'- - 2 3j2g� �� 51b �,'T9 OG o BEGINNING L4 25.57' NO'03'34"W \ ��0 C22 57.96' r, 57.06' c� o �O o Q1 �9,40' 23.5' 1 23.5' Sg9 N�130 2� M > > �� L5 8.00' N34'03'34"W \\ �Z� 48 �� It10' N8922'55"WPO W N42°56'18"W 10.43'- 1 N42°49'10"E 10.43' j I N N -S89'S6'26"W120.50'- L6 50.00' NO'03'34"W l\ �5 56 / `9� r'o J' O 23.5' 23.5' 0 110.00' o N o N � �� 0 co 5 O o \per BLOCK 1 0 0 \ o 'r. o 21 0 M I M 2 M L7 39.75' S60'14'12"E L J I N89'22'55"W L8 57.98' N89.56'26"E c� N89'22'55"W ��� �p op' I 110.00'- - o 120.11' I �1< o- - cp' p�� 50 `'� °° b b o0 o L9 57.75' N89'56'26"E \ o- 0�4' ��F 45 c� \ �g5 `�O >> oN N o o f - O M S� p 9l r`5 0 \ o- "' 'O a' o o Z -N89'22'S5"W i J L10 10.38' S78'39'47"W 0. lF pp' 9p0 „F 51 I N89'22'55"W r� gO „F 44 c��� 0 \�'� I cfl - -119.74'- - L11 125.02' N90'00'00"W �g5� p6. 110.00' r2 ^ o 05O F 43 o s \ pp. °��� tt0� 0' o I 0 23 00 1 0 ® oN L12 17.00' N55'55'49"E �� ��, �� r, �55 N 1 m "� 3 Ir4� LOCK N89'22'55"W M L13 20.00' S34'04'11"E 1 N89.22'55"W in „� �p �'F�r,00' S / ;w 110.00'- - - 119.36' 10� o L14 17.00' S55'55'49"W 5�� o ® o 0 1 0 0i9 � � c i c i oUO 1 �� L15 40.86' NO'03'34"W N89'22'55"W 0�{ caN89'22'55"W -117.58'- L16 34.75' SO'03'34"E 110.00, oa0 1 o�� s> � `� 'F i Q I "' CD cli ® N89'22'55"W �v�,0 LQ p0- `�' S3 � I N89.22'55"w I CURVE TABLE „ (D 110.00'- - M 112.78' - � �s iy �• F, 40 0 � o N1 g CURVE # LENGTH RADIUS DELTA BEARING CHORD ¢ o © o BLOCK 2 c� �'I v O CN rr o,0 ��1„F 39 �� �i9\�6" � � ~' N89'22'55"W M N89'22'55"W_ � C1 49.42' 300.00' 9'26'19" N4'46'43"W 49.36' 110.00' �, 110.17' o o C2 52.97' 300.00' 10'06'58" N4'26'24"W 52.90' �Q. ��„�c 38 �\ I o o �n ® o LLJ \ � Q7 0 N C3 59.59' 50.00' 68*17'04" N34'45'37"E 56.12' op �j 47 \ 23.5' 1 23.5' M L '`"' N N89'22'55"W I N8910.00"W 1 z C4 105.92' 175.00' 34'40'39" S73'16'46"W 104.31' 110.00' � 110.00'- - I - \ C18 c19 o 28 o o O o C5 25.11' 198.50' T14'50" S59'33'51"W 25.09' 04 W �Q N C4 M r) C6 95.03' 198.50' 27'25'49" S76'54'11"W 94.13' 'r' Ld \ <" N89'22'55"W N89'22'55"W M o \ „� O 1 110.00'- - cl- CD F b� \ o I - C7 20.42' 13.00' 90'00'00" N45'3705"E 18.38' 29 2 z \ 5� ^ 110.00' 0 0 0 J Z \ s �. c, \ o 0 29 0 > 10 C8 48.82' 276.50' 10'06'58" N4'26'24"W 48.75' < o BLOCK 1 �Q Z0, 0 I a¢ N89'22'55"W p N89'22'55"W \po �F R=55' 2F N89'22'55"W I C9 53.29' 323.50' 9'26'19" N4'46'43"W 53.23' v~i 110.00' ` Fr 36 , - 110.00'- - I O b 110.00' \ o b N o 11 o C10 17.81' 30.00' 34'00'37" S17'03'52"E 17.55' \ SEE ASTORIA DETAIL o 30 o Q M �i vi 0 30 \ 6s \ THIS SHEET 0 � ~' C11 20.49' 48.50' 24*12'35" S45'25'22"W 20.34' i\ N89'22'55"W 1 N N89'22'55W - J 6- �, h I 110.00'- - C12 29.68' 50.00' 34'00'37" N17'03'52"W 29.25' \ �p c'` \ 110�00 o 2�9 \ 31 I r" 12 0 , ) a C13 32.12' 323.50' 5'41'20" N4'03'35"W 32.11' o `` \\ ¢ 35 L \ -N89'22'55"W 0' 25' 50' 100' N 1 N89'22'55"W Q' ASTORIA DETAIL C14 10.35' 323.50' 1'S0'00" NO'17'S5"W 10.35' _ I U-, 110.00' o 110.00'- o o \ ,n o o C15 48.46' 55.00' 50'28'44" N25'51'27"E 46.90' NOT TO SCALE \ Q , 13 o 3� o SCALE: 1" = 50' I W �' j J "' 3 C16 177.08' 55.00' 184*28'18" S36'40'03"E 109.92' o 1 r, N89'22'55"W \ °° Lq 0'� I o 110.00'- - C17 18.16' 55.00' 18'54'58" S65'01'35"W 18.08' o r.0 LEGEND \ \ w - -N89'22'55"W z 14 0 0 2 so ;� I ,, N cn C18 11.44' 55.00' 11'55'00" S80'26'35"W 11.42' \ o °W° o 110.00' - N89'22'55"W F� -A- FOUND � 1 C19 9.96' 13.00' 43'53'45" N64'27'12"E 9.72' ® ALUMINUM CAP MONUMENT �� -45 \ o z o 0 1 110.00' ® FOUND 5/8" REBAR AS NOTED �� �� \ z � 33 V o 15 0 o C20 9.50' 13.00' 41'53'14" N21'33'42"E 9.29' SET 1/2" REBAR WITH PLS 11118 ���f \ 5 �\ 1 N89'22'55"W M C21 20.42' 13.00' 90'00'00" N44'22'55"W 18.38' PLASTIC CAP 0 �o A 20.00' - 110.00'- - �� \ S89'22'55"E130.00' I 110.00'- - C22 47.21' 151.50' 17'51'12" S81'41'29"W 47.02' ® SET 5/8" REBAR WITH PLS 11118 �� \ , 0 0 16 o PLASTIC CAP �C14•,, N C23 20.54' 151.50' 7'46'02" S68'52'52"W 20.52' SECTION LINE O N89.22'55"W CENTER LINE 110.00' M - - - - I � 1 \ \ 1 C24 23.95' 151.50' 9'03'25" S60'28'09"W 23.92' - - � � _ \ \ \ 34 W o, I o 17 o C25 27.83' 276.50' 5'46'02" N2'56'35"W 27.82' ------------ ACHD STORM WATER DRAINAGE W 0, 04 N EASEMENT LINE, SEE NOTE 11 `� \\ \ z O I M N89'22'55"W M C26 17.72' 276.50' 3.40'17" N7'39'44"W 17.71' PUBLIC UTILITY & LOT BLOCK 1 W DRAINAGE EASEMENT LINE - \ \ W 23.5' 1 23.5' b 110.00' o C27 14.64' 323.50' 2'35'38" N8'12'04"W 14.64' SEE NOTES 1 &2 \ (n I o 18 0 \ s\ 115.02' v� � M - - - - - - - OTHER EASEMENT LINE AS NOTED t \ M 1 N89'22'55"W C28 16.46' 276.50' 3'24'40" ST47'33"E 1 16.46' to APPROXIMATE FEMA FLOOD HAZARD ZONE A BOUNDARY \ '�� ° N E. DITMARS DR. ' 1 110.00' SURVEY TIE LINE \\�� �- - - S89*22'55"E 151.52' N - - 0 19 M SEE SHEET 1 OF 4 FOR PLAT NOTES SUBDIVISION BOUNDARY LINE ` \moo M L I L N89'22'55"W -J \ N N I LOT LINE \� o � I -110.00' � ZERO-SETBACK LOT LINE-NO SIDE LOT LINE EASEMENTS (SEE NOTE 2) \PLS 780 \\ \ SEE CONTINUATION THIS SHEET ADJACENT PROPERTY LINE 18 LOT NUMBER �\ �� BLOCK 1 DETAIL oNP�LnN1) Lan O tiO n s (SO4623"W) RECORD DATA X �,, �y� �G1STf,Q�G,AL 36 0� o �� Land Surveying and Consulting jcp. M CLINTON W. HANSEN a 11 1 18 231 E. 5TH ST., STE. A �' PLS 11118 N O MERIDIAN, ID 83642 - _ _ FOUND 12" PLS 645 \�Q��2 (208) 288-2040 fax (208) 288-2557 REPLACED 21.00 7i OF �5 www.landsolutions.biz S89'56'26"W TON UNPLATTED (N8950'46"W 21.00) SHEET 2 OF 4 1 JOB NO. 20-75 POIEMA SUBDIVISION - AMENDED BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL STATE OF IDAHO PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING COUNTY OF ADA S.S. DESCRIBED PROPERTY IN THIS PLAT OF POIEMA SUBDIVISION; A PARCEL BEING A PORTION OF THE NE '/4 OF THE NW '/ OF SECTION 4, TOWNSHIP 2 NORTH, RANGE 1 EAST, ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: STATE PERSONALLY APPEARED D. ZACHARY EVANS, KNOWN OR IDENTIFIED TO ME TO BE THE MANAGER OF EVANS DEVELOPMENT, LLC, AN IDAHO LIMITED LIABILITY COMPANY, THE PERSON WHO EXECUTED THE COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID NW '/, FROM FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED LIABILITY COMPANY WHICH AN ALUMINUM CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID NW '/4 BEARS S 89°56'26" W EXECUTED THE SAME. A DISTANCE OF 2651.70 FEET; THENCE ALONG THE EASTERLY BOUNDARY OF SAID NW '/4 S 0°37'05" W (FORMERLY DESCRIBED AS S 0°46'23" W) IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN A DISTANCE OF 50.00 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF E. LAKE HAZEL ROAD, THE POINT THIS CERTIFICATE FIRST ABOVE WRITTEN. OF BEGINNING; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY S 0°37'05" W (FORMERLY DESCRIBED AS S 0°46'23" W) MY COMMISSION EXPIRES A DISTANCE OF 1306.39 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE SOUTHEAST CORNER OF THE NE '/4 OF SAID NW '/4; RESIDING AT THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID NE '/4 OF THE NW '/4 S 89°56'26" W (FORMERLY DESCRIBED AS N 89°50'46" W)A DISTANCE OF 21.00 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE LEAVING SAID SOUTHERLY BOUNDARY N 28°58'35" W A DISTANCE OF 82.98 FEET (FORMERLY DESCRIBED AS N 28°42'58" W, 82.77 FEET)TO A POINT; THENCE N 34°03'34" W (FORMERLY DESCRIBED AS N 33°54'54" W) A DISTANCE OF 1488.06 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF E. LAKE HAZEL ROAD; THENCE ALONG SAID RIGHT-OF-WAY N 89°56'26" E A DISTANCE OF 908.68 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 13.81 ACRES. ACKNOWLEDGMENT 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. STATE OF IDAHO COUNTY OF ADA S.S. 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 ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID STATE PERSONALLY APPEARED DARYL ZACHMAN, KNOWN OR IDENTIFIED TO ME TO BE THE PRESIDENT OF USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. CALVARY CHAPEL TREASURE VALLEY, INC., AN IDAHO CORPORATION, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF OWNERS" AND ACKNOWLEDGED TO ME THAT SAID LIMITED CORPORATION IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF EXECUTED THE SAME. 20 EVANS DEVELOPMENT, LLC (OWNER OF ALL LOTS EXCEPT LOTS 1, 2 AND 3, BLOCK 2) IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. BY: D. ZACHARY EVANS, MANAGER MY COMMISSION EXPIRES RESIDING AT CALVARY CHAPEL TREASURE VALLEY, INC. (OWNER OF LOTS 1, 2 AND 3, BLOCK 2) NOTARY PUBLIC FOR THE STATE OF IDAHO BY: DARYL ZACHMAN, PRESIDENT CERTIFICATE OF SURVEYOR I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN 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 AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. \ONp,L LA AtD 5� �G1STe GAL 0 q- O CLINTON W. HANSEN me A a N 1 1 1 18 0 M o� , ��� 0PLS 11118 ,, L La OF nd Surveying and Consulting \ c��2 rO�V W. NP 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 20-75 SHEET 3 OF 4 POIEMA SUBDIVISION - AMENDED 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. 20-75 SHEET 4 OF 4