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Revised Final Plat V1IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 SCALE CS1/16 CORNER LOCATED IN THE SW114 OF THE SE114 OF SECTION 32, PROVED SECTION 32 60 1 0 30 60 1 1 1 120 j 1z PLS 14221 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 00„3,22 s . •.vna,a�os="u"�, (FEET) O _ 2022 1 INCH = 60 FT ¢I IMPRESSIVE EAST RIDGE SUB. NO. 1 PLS 19221z0 2 ' 0_ ' S-_089_-_°_59i 2_fIIIII�8" .3oio�"pooyJ_,i7 0IIIIl 10 S0.00' 65.25' 67.00' Lll L12L13 L14 S5 S SS11_1..II 0'' SN5�III ..�00_00_'' SS-1_1IIlIII 0 1_1..fIII00' Sz D0_PO' 66- II ) ffIIIII� P' (-. �-'_-_- --� -- I--__-- Ir----- -- -- -- - oO�iMOo 80 81 ^o1a>> o o o 76 77 78 7975 o 82 83 84 85 92U ppo.0N0d�Q�v2n "I -,. 13' 13' 19.00 'C 5 (NP) yIIrI F.0)_ ! ___oO�3NrvooJ_ii 6-55 ___- _2lII _°.11I0 __-ce I.opoop5 ._940 _ES _y' 0__'' _ _0000°pp?odSZMoo-q 51._0'55.00' _N 'S _ . o S 89-5928" 121.27' C(�}lGC�Zs 158JT 4966.26' 457.60' 420.10' EGALLEON LANE (PVT) 589°5928"E 116.00' b SEE NOTE 13 S89 ' 0 � N 895928 W 616.37 93 SEE NOTE 13 N 89°5928" W 105.64'°5928" F ` C16 43.37' - _-_-IfIlIIII� 50.00' 57. 00' _C1cNoopZ2_-- 56.00' 51.00' 52.00' 55.00' 51.00' 51.00' 56.00' ____i 55.00' -� 39.00' 8 p Io-oo�v`y I �-- BLOCK 4 C-oo_oLP�v_nri oh72 73 0 opo�S o oOOOO_'''SS o 9441 • 013' e 13' a_� ^>a 13' 13'1L_589°59'28"E l =rpMNoOO(n 113.45'__1ti w 98 ;"L-589°5928"E 105.00'-, I I 0 i 109 108 107 106 105 104 103 102 101 100 9911 on� R_____________ of10'(TYP) 95 2 p p oMpoozw�g9 YP~`------J-------J------ S89°59'30"E 150' J,2IIIIIIIjlIlIiI __589°59'28"E 113.57-I I ______ S___r, ______ J------J 57. 00' 5600' S--0 S___ _ 55.00' 51.00' 51.00' 56.00' �-ooOoOO-_SS 55.00' 59.00' L17a ------------ "5 - �0 oll-� I,50.00' ---------- ---- I I opmo4'oo�' S89°5928"E J-- 100.00' iJ6lII N 895928" W 550.00' 96 o 6 O I 5'l4 y1tifIIII� 071 I o '^_58915932"E 105.00'j jL zo o2'_, 2.__j i0IlnI .c am r______________-�__ 10'(TYP) 112 o_ AoCURVE TABLE od BLOCK 4 Io of 70 N CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 97 5I, jl Cl 79.33' S0.50'90°00'00 S 44°5928" E 71.42' O_N!pp�ooJy j C2 C3 22.55' 25.36' 50.50' 50.50' 2535'14" 28°46'30" N77°11S1"W S50°00'59"E 22.3T 25. 10' Lti1oo�i^oohSw3�v�8 Lpwi0s 9 S'fIItII� Mow^ZpIllIIIIIl, 9�� 1106 J o o C4 31.41 50.50 353816 S 174836E 30.91 0 N 895928W 131.00 L-S 89°5928" E cs 45.87' -S.00 LINE TABLE C5 58.90' 37.50' 90°00'00" S 44°5928" E 53.03'' •I N89592 3' 3'33.37' LINE BEARING DISTANCE C6 38.98' 29.50' 90°00'00" S 99°5928" E 39.65' C7 28.52' 24.50' 6642'04" S 5603826" E 26.94' LI N 450027E 13.38 69 to OLA 13EZEMNE (PVT) L2 S 45°00'27" W 5.22'z C8 9.96' 24.50' 23°17'56" S 11'3826" E 9.89' of 1 0 . C9 83.25' 53.00' 90°00'00" S 45°0032" W 74.95' �N .T2Mvo3p000�5Yi C �50 L4 N00°00'32"E 13. 00' C10 17.97' 53.00' 19°2536" S09°4320"W 17.88'L__S89°5928"E 113.95'__J -S89°59'28"E L5 S00°00'32"W 14.81' C11 25.78' 53.00' 27°52'03" S33°22'10"W 25.52' 103. 00'-� Or I- I L6 S00°00'32"W 14.81' Cl2 39.50' 53.00' 42°42'21" S68°39'22"W 38.60' N89�5928 W L7 S 00°00'32" W 13.00' C13 62.83' 40.00' 90°00'00" S45°00'32"W 56.57' W I oI Io j ml 51 h I 15.37' L8 S 00°00'32" W 13. 00' C14 42.41' 27.00' 90°00'00" S 45°00'32" W 38.18' of to 68 rvi NI Ic ML-589°59'28"E L9 N44°59'28"W 14.67' C15 35.71' 27.00' 75°4721" N37°54'12"E 33.17' �n I� "' 105.00'-j L10 S44°59'28"E 19.87' C16 6.70' 27.00' 14°12'39" N82°54'12"E 6.68' p L L11 S 89°5928" E 13.52' C17 38.48' 24.50' 90°00'00" N 45°00'32" E 34.65' o --S 89°59'28" E 114.0T--J r , L12 N 89-59'28" W 13. 00' C18 11.39' 24.50' 26°38'06" N 76041'33" E 11.29' O--------------- r - I- L13 N89°59'28"W 13. 00' C19 27.10' 24.50' 63°21'54" S31°41'28"W 25.74' N Z a, of 52 Io L14 S 89°5928" E 13.60' C20 38.48' 24.50' 89°5959" N 44°5928" W 34.65' v I_ dl Id ^I BLOCK 4 LI5 S45°00'32" W 14.75' C21 27.19' 24.50' 63°35'43" S31°47'20"E 25.82' pI to cl 67 Pn Ic I L 105.00'_J I L16 N 45°00'32" E 6.70' C22 11.29' 24.50' 26°24'16" S 76°47'19" E 11.19' 1 _SS9°59'2S"E L17 5 89°59'28" E 12.00' C23 C24 83.25' 33.82' 53.00' 53.00' 90°00'00" 36°3339" N44°5928"W S 71 °4238" E 74.95' 33.25' L18 N89°5928"W 13. 00' u+ L+-S 89°5928" E I14.20A J1 L19 S 89°59'28" E 13.00' C25 25.35' 53.00' 27°24'04" S 39°4347" E 25. 11' o r---------------t-1 z gM o of Io p 53 to I C26 24.09' 53.00' 26°02'17" S 13°00'36" E 23.88' p C27 62.83' 40.00' 90°00'00" S44°59'28"E 56.57' C28 42.41' 27.00' 90°00'00" N44°5928"W 38.18' Icl oI a 66 to N C29 15.90' 27.00' 33°4456" S 73°07'00" E 15.67' Ic ,^I A F- Z, ` -S89°59'28"E 105.00'-J C30 26.51' 27.00' 56°15'04" N28°0T00"W 25.46' rn io r I, I C31 38.48' 24.50' 90°00'00" S 45000'32" W 34.65' L -_ S 89°59'28" E 114.34' _ _ J a I C32 9.96' 24.50' 23°17'56" S 11 °39'30" W 9.89' 13 13' of 54 to C33 28.52' 24.50' 66°42'04" S 56°39'30" W 26.94' vl Iv N C34 C35 89.54' 38.48' 57.00' 24.50' 90°00'00" 90'00'00" N44-59'28"W S 44-59'28" E 80. 61' 34.65' of 65 jo S 89°592S" E 105.00'-J IMPRESSIVE EAST RIDGE SUB. N0. 2 C36 4.19' 29.50' 9042'03" N 85°OS'27" W 14. A, 3 I v C37 34.34' 24.50' 80'1757" 540°08'27"E 31.59' BOOK , PAGE NOTES I. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES PROPERTY DRAINAGE AND PRESSURIZED IRRIGATION TO BE OWNED AND MAINTAINED BY THE (EAST RIDGE VILLAGE ASSOCIATION, INC.), SAID EASEMENTS HEREBY RESERVED ALONG THE FOLLOWING: -TEN (10) FOOT WIDE, LOCATED AT FRONT LOT LINES, ADJACENT TO PRIVATE ROADS, COMMON DRIVEWAYS, AND SUBDIVISION BOUNDARY OR AS DEPICTED -FIVE (5) FOOT WIDE, ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS DEPICTED 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM ACT, WHICH STATES "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL 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. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF." 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF RESUBOIVISION. 4. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 5. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN 6. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, AND THE REQUIREMENTS OF I.C. 31-3805 ARE NOT APPLICABLE. WATER FOR IRRIGATION PURPOSES WILL BE PROVIDED FROM A PRIVATE WELL TO EACH LOT IN THIS SUBDIVISION THROUGH A PRIVATE PRESSURE SYSTEM OWNED, OPERATED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION, INC. INST. NO. 2019-064248. 7. LOTS 50, 57, 60, 74, 80, 81, 93, 98 AND III, BLOCK 4, ARE RESERVED AS COMMON AREA NON -BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE EAST RIDGE VILLAGE COMMUNITY ASSOCIATION INC. 8. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12- INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 9. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INST. NO. 2018-052339 AS MODIFIED BY MDA H-2020-0096. 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR EAST RIDGE VILLAGE COMMUNITY, INST. NO. 2022-031092 AS MAY BE AMENDED. 11. LOT 49, BLOCK 4 IS A PRIVATE ROAD WITH A BLANKET EASEMENT (PUBLIC UTILITIES, DRAINAGE AND INGRESS/EGRESS) TO BE OWNED AND MAINTAINED BY THE EAST RIDGE VILLAGE COMMUNITY ASSOCIATION, INC. 12. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. 13. LOTS 61 AND 62, BLOCK 4 WILL TAKE ACCESS FROM LOT 60, BLOCK 4, LOTS 75 AND 16, BLOCK 4 WILL .., TAKE ACCESS FROM LOT 14, BLOCK 4 AND LOTS 91 AND 92, BLOCK 4 WILL TAKE ACCESS FROM LOT 93, BLOCK 4. THESE COMMON DRIVEWAYS ARE FOR THE PURPOSE OF INGRESS/EGRESS, SHALL CONTAIN BLANKET z TYPE WATER, SEWER AND UTILITY EASEMENTS AND SHALL RUN WITH THE LAND. THESE COMMON Rj DRIVEWAYS/LOTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D AND BE PAVED A MINIMUM y OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 LBS. VEHICULAR ACCESS FOR SAID LOTS �y SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS, AND NO DIRECT ACCESS TO ANY STREET OTHER c THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. SEE CC&R DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING USE AND MAINTENANCE OF SAID EASEMENTS. 14. ALL PRODUCT IN IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 SHALL BE SINGLE LEVEL WITH A MAXIMUM ROOF HEIGHT OF 25 FEET. 15. THIS DEVELOPMENT IS SUBJECT TO THE ADDENDUM TO DEVELOPMENT AGREEMENT INST. NO. z 2021-025636. a 16. THE SUBJECT PROPERTY IS LOCATED IN ZONE X PER FIRM MAP 16001C 0265 J. ZONE X: AREA OF MINIMAL FLOOD HAZARD. 17. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN SEWER EASEMENT INST. NO. 2021-102390. 18. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN WATER EASEMENT INST. NO. 2022-063225. L__S89°59'28"E 114.46'__J it I^ I- 0l0 55 Io � J r__________ �I Iv �i io ^ i:9 I o LEGEND pi of 64 jo L-S 89°59'28" E 105.00' `^I I'^ O SUBDIVISION BOUNDARY LINE i__N89°5928"W 114.58'--1 mj �o LOT LINE ------ 13'13' �I 56 I�I r---------- ls.lz'�-� .Vvll EXISTING DEED/LOT LINE 1 I mL-S 89°59'28" E 103.00'-"---------- PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT o1 63 57 -' CENTERLINE CENTERLINE y1C,ENS C 13' I L--SS9°59'28" E 114.71'--� ,t S 89°59'25" E ❑ FOUND ALUMINUM CAP �= 11574 L7 W • - E. BERGHAN LANE (PVT) I _______________ 13,} 80. 80.50' '' FOUND BRASS CAP 8/IS/22 oCz 30_50' 50. 00' I rt i� }I @ FOUND 518" REBAR/CAP PLS 11574 OR AS NOTED l0� ✓r OF62sITY BEAG60 !z,L--S89'59'28"E O FOUND 112" REBAR/CAP PLS 11574 114.89'--J .-; o l " 0 SET 5/8" REBAR/CAP PLS 11574 U o o l z 58 • SET 112" REBAR/CAP PLS 11574 REFERENCES M ti 59 N O O IN o cwi� 0 0o 61 I 1 LOT NUMBER "WC R1) IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, BOOK 116, PAGES 17499-17501 �I o I� o 0 o ^I WC WITNESS CORNER PLS 11574" R2) IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2, BOOK 122, PAGES 19152-19155 - POINT Z z 5' �I r� OF + I^ -I � I 5'(TYP) (PVT) PRIVATE R3) WARRANTY DEED INST. NO. 2018-021038 R4) RECORD OF SURVEY NO. 7169, INST. NO. 105190435 _ L _ _ J BEGINNING ---- 115.01 -J 25. 00' S6.00' � 50.00' -J 1' WC NORTH RS) LAVENDER HEIGHTS SUBDIVISION NO. 1, BOOK 122, PAGES 19137-19140 R6) LAVENDER HEIGHTS SUBDIVISION NO. 2, BOOK 122, PAGES 19344-19346 -..-.. O ---- ------..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-. o N 89o5928" W 246.01' --- .-..� R7) WARRANTY DEED INST. NO. 2022-045945 E- ,p,; IMPRESSIVE EAST RIDGE SUB. NO. 1 U'O O(ON -..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.. -.. LLl z..-..-..-..-..-..-.. x PLS 14221.-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..- z; z q W,� w o 1/4 CORNER `^ ILLEGIBLE 3z CPF# 111066375 E. LAKE HAZEL RD. EI/16 CORNER PLS 4431 ILLEGIBLE CPF# 2019-091022 2 3 T. 3 N. __ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ____ 5 T. 21 N 89°5928" W 1329.49' N 90°00'00 E 1329.66 5 4 BASIS OF BEARINGS 19. THE SUBJECT PROPERTY IS SUBJECT TO CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. NO.'S 2021-102391, 2022-070615 AND NO. 2022-063226. 20. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN FIRE ACCESS EASEMENT INST. NO. 2021-085891. SURVEYOR'S NARRATIVE: SAWTOOTH LAND SURVEYING WAS CONTRACTED BY G20, LLC TO PREPARE THE SUBDIVISION PLAT SHOWN HEREON. THE SECTIONAL MONUMENTS USED TO CONTROL THE LOCATION OF THE S WI14 OF THE SE1/4 ARE THE SAME MONUMENTS AS SHOWN ON THE PLAT OF IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1 ON FILE IN BOOK 116 OF PLATS AT PAGES 17499-17501, ADA COUNTY RECORDS. THE BOUNDARY OF THIS PLAT HAS BEEN ESTABLISHED BY SURROUNDING SUBDIVISIONS LISTED IN THE REFERENCES TABLE SHOWN ON SHEET I OF 5. SEE SHEETS 2 & 3 OF 5 FOR SEWER AND WATER EASEMENT DETAILS IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 BOOK , PAGE IMPRESSIVE EAST RIDGE SUB. NO. 1 z S 89°5928" E S 89°5928" E 940.37' ti Pz 80 81 1 x 75 76 77 78 79 S 82 83 84 85 p 86 87 88 89 90 91 92 iooi 1 3 N � 1 0 jIof ¢YIo 1 I 30' S 89°5928" E 450_60-- Q, 589°59'28"E 175.89' - -- - - - - - - � 1 74 ��°0,,�,__ oi_ _ _ _ _ E.GALLEON LANE PVT) _ _ 93 p5 i M O N 89°59'28" W 187.56' N 89°5928" W 450.60' BLOCK 4 I "' 73 94 i S 45°00'32" W d' I 15.85' 30, 98 M to 110 109 108 107 UO 106 105 104 103 102 101 100 99 1 20' 95 I un I 72 - IN 1 I n ^ 1 M N SCALE w o N 89 59'28" W 550.00' N 00'00'32" E Z 3 M 96 60 0 30 60 120 71 M o 152.00' W z i 1 z o o O M o ( FEET ) I z I p Y 1 INCH = 60 FT 5 111 112 113 o o uiI j BLOCK 4 N z l 97 1 � I 70 i O 30.00' 101.00, 4 1 O I 'w I 20' 30' o N 89°5928" W 131.00' o 10, m S 89°5928" E 106.37' v� 20' - z fig E. ZEMO LANE (PVT) � � I N 89°5928" W 126.37' 5$ i I I N 89°5928" W CURVE TABLE W 68 51 I 15.37' CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH c z N 1 30' C28 42.41' 27.00' 90°00'00 N 44°5928" W 38.18' o I C34 89.54' 57.00' 90°00'00" N 94°5928" W 80.61' y of z I I 52 I a a 67 BLOCK 4 I a Al M In Q z 51 M 53 In a I 66 w N 'MpO � M Vj O I Z to vo 54 I N 65 I I IMPRESSIVE EAST RIDGE SUB. NO. 2 I I J 55 N I I 10 I 64 o LEGEND — - - — - - — SUBDIVISION BOUNDARY LINE S 56 44°5928" E I LOT LINE 15.98' EXISTING DEED/LOT LINE o@ FOUND 518" REBAR/CAP PLS 11574 OR AS NOTED INS `Sli 63 2 S 89°5928" E 95.50' - - CENTERLINE O FOUND 112" REBAR/CAP PLS 11574 5.8089 ' .70' 11574 E. BERGHAN LANE (PVT) �1������/ �� SEWERENT INST.SEE EASEM2390 ll 0 SET 112" REBARICAP PLS 11574 P+ $ IS 22 :b P - NOTE CALCULATED POINT 95.50' 30' I �` � ��� ��� SEWER AND WATER EASEMENT INST. NO. ✓ OF 62 60 2021-102391 - SEE NOTE 19 1 LOT NUMBER BF. ACtti� N 89159'28" W 6.62' S 00°00'32" W I SEWER AND WATER EASEMENT NO. 1 (PVT) PRIVATE 1 30.00' y� I INST. NO. 2022-070615 - SEE NOTE 19 o f T j -7 �/ L LL SEWER AND WATER EASEMENT N0. 2 SEE SHEET 1 OF 5 FOR NOTES I 59 O 58 o i _ _ INST.N0. 2022-063226 -SEE NOTE 19 61 2030 S. WASHINGTC EMMETT, ID 8 � ____ 89°59'28" W 246.01' (208) 398-811 E.N IMPRESSIVE EAST RIDGE SUB. NO. 1 / u z _ _ _ _ _ _ _ _ _ _ _ _ _ — FAX (208) 398- G0GGurVey1r7q, GGG WWW SAWTOOTH IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 BOOK , PAGE i o IMPRESSIVE EAST RIDGE SUB. NO. 1 z S 89°5928" E 940.37' 2 ti 321.77' 80olla S I 20' z fia�i 1 of Z 81 jo � x 75 76 77 78 79 82 83 84 85 p 86 87 88 89 90 91 92 I � p? S 45°OO'32" W 52.42' 20' q o l t o o N 89°59'28" W 161.70' - II Z I 74 i _ _ -------------------------� _ _ 49 _ - _ _ _ _ _ -E GALLEON LANE (PVT) _ _ _ 93 0 S 89°59'28" E 173.42' \ BLOCK 4 o I� 73 f N45°00'3z"E 35.85' I 94 I II I � IM I I x 98 l o 110 109 108 107 0 106 105 104 103 102 101 100 99 95 o I� 72 I 3i rvll iW SI a IN �i o N 89°59'28" W 550.00' g 96 o z I I 71 mi it iz I _ o wl of Q 20' i- t En O o l Y �11 112 113 I C) "I j BLOCK 4 I 1 97 70 4' M 1 I I 1149J 89°59'28" W 96.37'� O �I oo N 8905928" W 131.00' I E. ZEMO LANE (PVT) 20' 20' z 69 C IS 89°5928" E 116.37' ---- 50 1 N 8905928" W w l 51 I 15.37' 1 68 z o o I I � of z 1 52 I a � I67 BLOCK 4 sII 51 53 1 1 66 vi I 1 54 1 I 65 I � IMPRESSIVE EAST RIDGB SUB. N0. 2 � 3 55 I 1 I M IO I 10 64 o LEGEND 1 1 56 I — - - — - - — SUBDIVISION BOUNDARY LINE LOT LINE 1 63EXISTING DEED/LOT LINE RO'. O 1 \�5711574 - CENTERLINE p. �. 8718722f 1� E. BERGHAN LANE (PVT) ------ L____________J WATER MAIN EASEMENT INST. NO. 2022-063225 -SEE NOTE IS sl� FF' 1 BEAGS'�' 1 O FOUND 5/8" REBAR/CAP PLS 11574 OR AS NOTED I 62 60 1 1 O FOUND 1/2" REBAR/CAP PLS 11574 CALCULATED POINT $8 1 LOT NUMBER 59 O (PRT) PRIVATE 1 I 61 I 1 N 89°59'28" W 246.01' _ i IMPRESSIVE EAST RIDGE SUB. NO. 1 Rz A z a SHEET: 3OF5 SCALE 60 0 30 60 120 ( FEET) I INCH = 60 FT ry�a�yl�a�rlay�.�v��r.�r�y IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 BOOK PAGE APPROVED 09,13122 ...L'ABiR. ms CERTIFICATE OF OWNER: KNOW ALL MEN BY THESE PRESENTS: THAT I THE UNDERSIGNED DO HEREBY CERTIFY THAT I AM THE OWNER OF THE REAL PROPERTY AS DESCRIBED BELOW AND IT IS MY INTENTION TO INCLUDE SAID PROPERTY IN THIS SUBDIVISION PLAT. THE OWNER CERTIFIES THAT IRRIGATION WATER WILL BE SUPPLIED PER IDAHO CODE 31-3805(1)(B). IRRIGATION WATER WILL BE PROVIDED BYA PRIVATE WELL TO BE OWNED AND MAINTAINED BY THE CURRENT AND ANY FUTURE HOME OWNERS ASSOCIATION. THE OWNER FURTHER CERTIFIES, THAT ALL LOTS IN THIS SUBDIVISION WILL RECEIVE DOMESTIC WATER FROM THE CITY OF MERIDIAN, IDAHO MUNICIPAL WATER SYSTEM, INCORPORATED AND THAT THE CITY OF MERIDIAN, IDAHO, HAS AGREED IN WRITING TO SERVE ALL OF THE LOTS IN THIS SUBDIVISION. (LC. 50-1334) THE THE PRIVATE STREETS AND EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND FOR ANY OTHER USES AS DESIGNATED HEREON, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. BASIS OF BEARINGS FOR THIS DESCRIPTION IS N. 8905928" W. BETWEEN THE 5/8" REBAR ILLEGIBLE CAP MARKING THE E1116 CORNER COMMON TO SECTIONS 32 AND 5, AND THE BRASS CAP MARLING THE S114 CORNER OF SECTION 32, BOTH IN T. 3 N., R. I E, B.M., ADA COUNTY, IDAHO. A PARCEL OF LAND LOCATED IN THE SWI14 OF THE SEI/4 OF SECTION 32, T 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT A BRASS CAP MARKING THE S114 CORNER OF SAID SECTION 32, THENCE N. 0°08'57" E., COINCIDENT WITH THE WEST LINE OF SAID SWI14 OF THE SEI/4 OF SECTION 32, A DISTANCE OF 75.00 FEET TO A COMMON BOUNDARY CORNER FOR LAVENDER HEIGHTS SUBDIVISION NO. 1 & 2, AS SHOWN IN BOOK 122 OF PLATS, AT PAGES 19137-19140 AND 19344-19346, ADA COUNTY RECORDS, MARKED BY A 518" REBAR/CAP PLS 11574 AND THE POINT OF BEGINNING; THENCE CONTINUING N. 0°08'57" E., COINCIDENT WITH THE EAST BOUNDARY OF SAID LAVENDER HEIGHTS SUBDIVISION NO. 2, A DISTANCE OF 821.62 FELT TO THE COMMON BOUNDARY CORNER OF SAID LAVENDER HEIGHTS SUBDIVISION NO. 1 AND IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, AS SHOWN IN BOOK 116 OF PLATS, AT PAGES 17499-17501, ADA COUNTY RECORDS, MARKED BY A 518" REBAR/CAP PLS 14221; THENCE S. 89°5928" E., COINCIDENT WITH THE BOUNDARY OF SAID IMPRESSIVE E45T RIDGE SUBDIVISION NO. 1 AND PARALLEL WITH THE SOUTH LINE OF SAID SWI14 OF THE SE1/4, A DISTANCE OF 940.37 FEET TO A 518" REBAR/CAP PLS 14221; THENCE S. 0°00'32" W., COINCIDENT WITH THE BOUNDARY OF SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, A DISTANCE OF 320.00 FEET TO THE BOUNDARY OF IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2, AS SHOWN IN BOOK 122 OF PLATS, AT PAGES 19152-19155, ADA COUNTY RECORDS, MARKED BYA 518- REBAR/CAP PLS 11574; THENCE COINCIDENT WITH THE BOUNDARY OF SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 2, THE FOLLOWING COURSES AND DISTANCES: THENCE N. 89°59'28" W, PARALLEL WITH SAID SOUTH LINE, 131.00 FEET TO A SIB- RESAR/CAP PLS 11574; THENCE N. 0°00'32" E., 84.00 FEET TO A 5/8" REE AR/CAP PLS 11574; THENCE N. 89-59'28" W, PARALLEL WITH SAID SOUTH LINE, 550.00 FEET TO A 5/8"REBAR/CAP PLS 11574; THENCE S. 0°00'32" W, 131.00 FEET TO A 5/8"REBAR/C4P PLS 11574; THENCE N. 89°5978" W., PARALLEL WITH SAID SOUTH LINE, 15.37 FEET TO A 5/8" REBARICAP PLS 11574; THENCE S. 0°00'32" W., 454.62 FEET TO THE BOUNDARY OF SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1, WITNESSED BY A 5/8" REBAR/CAP PLS 11574, BEARING N. 0°00'32" E., 1.00 FEET; THENCE N. 89°5928" W., PARALLEL WITH SAID SOUTH LINE AND COINCIDENT WITH THE BOUNDARY OF SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO, 1, A DISTANCE OF 246.01 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL CONTAINS 8.693 ACRES, MORE OR LESS. G20, LLC JIM CONGER, AUT ED AGENT ACKNOWLEDGEMENT STATE OF IDAHO ' SS COUNTY OF ADA ON THIS a DAY OF 2022, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARS JIM ER, KNOWN OR IDENTIFIED TO ME TO BE AN AUTHORIZED AGENT OF G20 LIMITED LIABILITY COMPANY, THAT EXECUTED THE INSTRUMENT ON BEHALF OF SAID LIMITED LL 0IL1TY COMPANY, AND ACKNOWLEDGED TO ME THAT SUCH LIMITED LIABILITY COMPANY EXECUTED THE SAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND SF�Q THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. / l A CAMIE LANEY COMMISSION p2 NOTARY PUBLIC STATE OF IDAHO CERTIFICATE OF SURVEYOR: NOTARY PUBLIC FOR IDAHO RESIDINGAT MY COMMISSION EXPIRES a J' I, JEFF BLAGLEY, PLS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM AN ACTUAL 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, SURVEYS AND CORNER PERPETUATION AND FILING ACr IDAHO CODE 55-1601 THROUGH 55-1612. JEFF BEAGLEY 5 74 P.L.S. 11574 �I(E APPROVED J _ •.cna:a��s IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE -IMPOSED, IN ACCORDANCE WITH SECTION 50-1316, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DISTRICT HEALTH, EHS APPROVAL OF ADA COUNTY HIGHWAY DISTRICT DATE ��;.• t g ADA ° CL'<INTY sz*;� 8®�bllia li PAt90tt0 THE FOREGOING PLAT WAS &CCEPTED AND PPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE lrbAY OF 2022. aoa..2- PRESIDEN , A A UN H HWAY DISTRICT I DATE CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR IN AND FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR APPROVAL OF CITY ENGINEER DATE I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY APPROVE THIS PLAT. CITY ENGINEER DATE 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 2022 THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK DATE CERTIFICATE OF 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 PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS PROPOSED SUBDIVISION HAVE BEEN 'PAID IN FULL" THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. COUNTY TREASURER DATE COUNTY RECORDERS CERTIFICATE STATE OF IDAHO ) )} SS COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED AT THE REQUEST OF SAWTOOTH LAND SURVEYING, LLC., AT —MINUTES PAST. O'CLOCK_M. THIS , DAY OF 2022, A.D., AND WAS DULY RECORDED IN BOOK OF PLATS AT PAGES THROUGH , INSTRUMENT NUMBER DEPUTY EX-OFFICIO RECORDER t1 'R OF "O BOOK. PAGE