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CC - Final PlatIMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 CS1116 CORNER SCALE SECTION 32 60 0 30 60 120 LOCATED IN THE SW1/4 OF THE SEI/4 OF SECTION 32, PLS 14221 T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO I� � r� (FEET) 2022 1 INCH = 60 FT IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 1 1 - - - V'S lag2 S 89°59'28" E 940.37' PLS 14421 1 PLS 14421 0 --- -- --� --- - ., -- -- ---- --- --- ---- -- ---- --- -- o 66.00' -- r- 50.00' -r 50.00' 65.25' 67.00' Lil L12 L13 L14 53.0055. 00' 51.00' 51.00' 55. 00' 51. 00' 51. 00' 55.00' 51.00' 51.00' _ _ _6_5.0_0 o f 3 (TYP) _ of f j of of pI 80 81 hQ of of of of of of of of o1 of O O Q p tiOryO3o O^�ElMoo0�IIIfIIIII HCO��p�O0AIIIlIIIII 0 7975 76 77 78 z 82 83 84 85 86 87 88 89O�ElMo�o IIIIfI III .'90O0�El�o�0'^n1lIiI1j III 91OoElMo�0"�' IIIIfII IIII a� 92 ^R, AI -I ojooI I O 0 I 0II900IIIIIII II oI O u�l vll v�l u�l <nI po q I� IN '3'(TYP) CrLII _____-1 _____�I 66.2650.00' 65.25' 56.02' Cl 55. 00' 51.00' 51.00' 55.00' 51.00' 51. 00' 500' 'r 51.00' 1.00' °ylI 'I 65. 00 ' Q. oS 89°5928" 116.26' o 121.27 49 457.60, 920.10' E. GALLEON S895928"E 116.00' 158.7793 74 - �- S 8905928" E 05.96' N89°592_8"W 116.37' 616.37' N 8905928" W 105.64' oN o O r O52,00'� rt', IIo�II I 50.00' i ffI I a57.o�i ffI I 56.00'oHr flI I �5ph I I r --535.00' vi I I 51.00' c 8 • �ob oY3' ------- .--------�------ - - - _55_00.I BLOCK 4 3I dh I N _ vP o73 of I oI I of 94 to l oov viI I 21 I 21 I �I M �I I of 13' 13' of I M 10OIII f589_5_9''2_8E _1_13_4___ o 10-0 '�00O I I o W0oIfl I W000Iffl I polf pp o ' N-ouc� LIfl _S89°5928"" E 105.00' 8 107 9_____________°"110 109 T 0 Mr________________ I ^'I f, !lEl 10'(TYP) o -I I-0 95 72 OI Of of f pl pl pl pl om z"op L58°593E 105.00' -RMI JJ LtIIJL f I I I 3(TYP) L_S89°5928"E 113.57 --J`----- --� ------J-------�`-------�- -----JL------JL-------J-------�------- 50.00' 5U. 57.00' S6.00' S1.00' S2.00' S5.00' - JL17 f ---------- o0uQj. II oOO(n r- lS0' ' .' ' ' _ -----�- -�- -- S 895928E100.00} N 89°59'28" IN 550.00' z w of o 96 io I I- po o I I of to Ivi INI 71 IN 1� W z z)L_ o �i itPIM _S89°59'32"E 105.00' IPI of a� II M ,�' o J II ti 00 O o _______________I L_ S 89°59'2S" E 113_70__ �I b of °o Uj 10'(TYP) �I r---------------- 111 Iw 112 N1 113� NI CURVE TABLE o I z of io I. BLOCK 4 l of to 70 1 to ml I^ of of , III _ II 7v CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH 0 z 97 of Ip 1 lU+ Cl 79.33' 50.50' 90°00'00" S 44-59'28" E 71.42' Ici lc - � C2 22.55' 50.50' 25°35'14" N77°1V51"W 22.37' L18 L19 i105_00______ L_ 589°59'28''E 113_83_-J N 1 _______I I _I -----_ o p C3 C4 25.36' 31.41' 50.50' 50.50' 28°46'30" 35°38'16" S 50°00'59" E 517°4836" E 25. 10' 30.91' N 89°59'28" W 131.00' _______________ r , w - 49 45.87' 50.00' 1 O 95.87 w � LINE TABLE C5 C6 58.90' 38.98' 37.50' 29.50' 90°00'00" 90°00'00" S44°5928"E S 99°5928" E 53.03' 39.65' LINE BEARING DISTANCE - I o • N 89°59'28" W 133.37' _ o LI N 45°00'27" E 13.38' C7 28.52' 24.50' 66142'04" S 5603826" E 26.94' '� of to 69 E. ZEMO LANE (PVT) L2 S 45°00'27" W 5.22' C8 9.96' 24.50' 23°17'56" S 11-38'26" E 9.89, oI Io 11 1 o 1 0 o 50.50' L3 S 00°00'32" W 13.00' C9 83.25' 53.00' 90°00'00" S 45°00'32" W 74.95' 50 io L4 N 00°00'32" E 13. 00' C10 17.97' 53.00' 19°2536" S 09-4320" W 17.88' L_ S 89°59'28" E 11395__ J ,� _ 1 IS S 00°00'32" W 14.81' Cil 25.78' 53.00' 27°52'03" S 33°22'10" W 25.52' N ___________ r-- -_, v� S89°59'28"E 103.00 L I L6 S00°00'32"W 14.81' C12 39.50' 53.00' 42°42'21" 568°39'22"W 38.60' co I I I I to N 89°59'28" W L7 S 00°00'32" W 13.00' C13 62.83' 40.00' 90°00'00" S 45°00'32" W 56.57' Lu I- 51 I� I 15.37' L8 S 0010032" W 13.00, C14 42.41' 27.00' 90°00'00" S 45°00'32" W 38.18' of 68 io MI IP L9 N44159'28"W 14. 67' C15 35.71' 27.00' 75°47'21" N37°54'12"E 33.17' �n T,S L S 89°5928" E 105.00' J LIO S 44°5928" E 19.87' C16 6.70' 27.00' 14°12'39" N 82°54'12" E 6.68' p p, _ _ Lll S 89°59'20" E 13.52' C17 38.98' 29.50' 90°00'00" N 45°00'32" E 39.65' o L_ S89°5928"E 114_OT _J ...I f______________1 L12 N 89°59'28" W 13.00' C18 11.39' 29.50' 26°3T50" N 76041'33" E 11.29' o r---------------7 I- L13 N89°59'28"W 13. 00' C19 27.10' 24.50' 63°21'48" S31141'28"W 25.74' N z a z of 52 to L14 S 89°5936" E 13.60' C20 38.48' 24.50' 89°5959" N 44°5928" W 34.65' v to �I �I BLOCK 4 I`o^1 L15 S45°00'32"W 14.75' C21 27.19' 24.50' 6315'43" S31°47'20"E 25.82' IPI 67 IP S 89°59'28" E 105.00' I L16 N45°00'32"E 6.70' C22 11.29' 24.50' 26°24'16" S76°47'19"E 11.19' w h h F L_ _ J L17 S 89°59'28" E 12. 00' C23 83.25' 53.00' 90°00'00" N 44°5928" W 74.95' U1 N r--------------I L18 N 89°59'28" W 13.00' C24 33.82' 53.00' 36°3339" S 71°4238" E 33.25' u+ L S 69°52ZEE E 11420_ J O Z I 10'(TYP) yl L19 S 89°5928" E 13.00' C25 25.35' 53.00' 27°24'04" S 39°4347" E 25. 11' o ______"o^ r of toI 53 10o C26 24.09' 53.00' 26°02'17" S13°00'36"E 23.88' Z AIM �I I C27 62.83' 40.00' 90°00'00" S 44°5928" E 56.57' C28 42.41' 27.00' 90°00'00 N 44°5928" W 38.18' 66 i� ICI h pj L_ S 89°59'28" E 105.00' _ 1 - C29 15.90' 27.00' 33°4456" S 73°0700" E 15.67' C30 26.51' 27.00' 56°15'04" N28°0T00"W 25.46' 1 $ N T------------- I C31 38.48' 24.50' 90°00'00" S 95°00'' W 34.65' S 89 5928" E 114_34' ° __J I a I. of �IoI C32 9.96' 24.50' 23°1756 S 11 °39'30" W 9.89' r---------------1 13' 13' of 54 - .I C33 C34 28.52' 89.54' 24.50' 57.00' 66°42'04" 90°00'00" 556°39.30"W IN44°5928"W 26.94' 80. 61' l of io L S 89°59'2S" E 105.00'll 65 IMPRESSIVE EAST RIDGE SUB. NO. 2 BOOK 122, PAGE 19152-55 2i i2 rr------------ i I d- S 89° 5928' E 11q.46 1 L____ I I I I, oIa 55 to _ I r---------------- e LEGEND lol jo �_S 89°59'28"E 105.00' I o 64 _j o SUBDIVISION BOUNDARY LINE I I r--------------� v1 J L-N89°59'28"W_114.58';13 ;yI I, MI Io LOT LINE _M 56 EXISTING DEED/LOT LINE 15.1 oI m`S 89°59'28" E 103.00_ J---------- PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT6357CENTERLINES89-59'28-E114.71'S S 89°59'25" E 80.50' I - FOUND ALUMINUM CAP 11574 --------------,� 80.50' E. BERGHAN ie FOUND BRASS CAP . 07/22 �Q oi 62 C3-(ryDSO' ~I --50. --' �rjj�i' (P�T(`)Oo FOUND 5/8" REBAR/CAP PLS 11574 OR AS NOTED 10 ✓r� ��I *r1I O FOUND 112" REBAR/CAP PLS 11574BEAD L _ S 89°5928" E 114_89_ _ J ,^., of ti of I j �' > SET 518" REBAR/CAP PLS 11574 N Iw w 14 14 of I • SET 112" REBAR/CAP PLS 11574 REFERENCES l o iM 59 0 58 13 a �I I� oo Mli to o rA �1 1 LOT NUMBER RS IMPRESSIVE ) EASTRIDGE SUBDIVISION NO. 1, BOOK 116, PAGES 17499-501 61 of WC WITNESS CORNER "WC PLS 11574" R2) IMPRESSIVE EASTRIDGE SUBDIVISION NO. 2, BOOK 122, PAGES 19152-55 IZ zl II R3) DEED INST. 3' TYP �J L_ �__� I R4) RECORD OF SURVEY NO. 7169, INST. NO. 105190435 POINT OF L_ ___________- -- 115.01 25.00' __- S6.00' -_ S0.00' -Jol' WC NORTH / A BEGINNINGo - - - ---- ---- --..-..-..-..-..-.._..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-..-.. o N 8905928" W 246.01' W N IMPRESSIVE EAST RIDGE SUB. N0. 1 HOOK 116, PAGE 17499 PLS14421� - - - - - - - - - - - - - - - - - .._..-.._..-.._..-.._..-.._..-.._..-.._..-.._..-.._..-.._..-.._..-.._ .-.._..-.._..- Q, W o 114 CORNER -SEE SHEETS 2 & 3 OF 4 FOR SEWER AND WATER EASEMENT DETAILS" U] `^ ILLEGIBLE EI/16 CORNER PLS 4431 32 CPF# 111066375 T. 3 N. E. LAKE HAZEL RD. ILLEGIBLE CPF# 2019-091022 2 3 5 T. 2 1 ___ ___ ___ ___ ___ ___ ___ ___ ___ N 89°59'28" W 1329.49' ___ ___ ___ ___ ___ N 90°0000 E 1329.66 5 4 BASIS OF BEARINGS BOOK , PAGE NOTES 1. 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 (SO) FOOT WIDE OR AS DEPICTED, WHEN LOCATED AT FRONT LOT LINES, ADJACENT TO PUBLIC RIGHTS OF WAY OR SUBDIVISION BOUNDARY -THREE (3) FOOT WIDE OR AS DEPICTED WHEN ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES 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. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT AND DEVELOPMENT AGREEMENT INST. NO. 2018-052339 AS MODIFIED BY MDA H-2020-0096. 5. 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. 6. HOMEOWNERS ASSOCIATION SHALL NOT DISSOLVE WITHOUT THE CONSENT FROM THE CITY OF MERIDIAN. 7. THE LAND WITHIN THIS PLAT IS NOT WITHIN AN IRRIGATION DISTRICT AS DEFINED IN IDAHO CODE 31-3805, BUT IN COMPLIANCE WITH IDAHO CODE 31-3805(B). ALL LOTS WITHIN THIS SUBDIVISION WILL RECEIVE WATER FROM A PRIVATE WELL, OWNED AND MAINTAINED BY THE EAST RIDGE MASTER COMMON AREA ASSOCIATION, INC. S. LOTS 50, 57, 60, 74, 80, 81, 93, 98 AND 111, BLOCK 4, ARE RESERVED AS COMMON AREA NON -BUILDABLE LOTS, AND ARE OWNED AND MAINTAINED BY THE EAST RIDGE VILLAGE ASSOCIATION INC. 9. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12- INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 10. THIS SUBDIVISION IS SUBJECT TO CITY OF MERIDIAN DEVELOPMENT AGREEMENT INST. NO. 2018-052339 AS MODIFIED BY MDA H-2020-0096. 11. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR EAST RIDGE VILLAGE ASSOCIATION, INC. 12. LOT 49, BLOCK 4 IS A PRIVATE ROAD, TO BE OWNED AND MAINTAINED BY THE EAST RIDGE VILLAGE ASSOCIATION, INC. 13. DIRECT LOT ACCESS TO E. LAKE HAZEL ROAD IS PROHIBITED. 14. LOTS 60, 74 AND 93, BLOCK 4, ARE SUBJECT TO A COMMON DRIVEWAY EASEMENT AS SHOWN HEREON. VEHICULAR ACCESS FOR SAID LOTS SHALL BE LIMITED TO THE COMMON DRIVEWAY EASEMENTS, AND NO DIRECT ACCESS TO ANY STREET OTHER THAN THROUGH SAID DRIVEWAY EASEMENTS SHALL BE ALLOWED. THE OWNERS OF SAID LOTS TAKING ACCESS THROUGH SAID COMMON DRIVEWAY EASEMENTS SHALL HAVE A PERPETUAL RIGHT OF INGRESS AND EGRESS AND SAID EASEMENTS SHALL RUN WITH THE LAND. SEE CC&R DOCUMENTS FOR ADDITIONAL INFORMATION REGARDING USE AND MAINTENANCE OF SAID EASEMENTS. 15. ALL PRODUCT IN IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 SHALL BE SINGLE LEVEL WITH A MAXIMUM ROOF HEIGHT OF 25 FEET. 16. THIS DEVELOPMENT IS SUBJECT TO THE ADDENDUM TO DEVELOPMENT AGREEMENT INST. NO. 2021-025636. 17. THE SUBJECT PROPERTY IS LOCATED IN ZONE X PER FIRM MAP 16001C 0265 J. ZONE X: AREA OF MINIMAL FLOOD HAZARD. 18. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN SEWER EASEMENT INST. NO. 2021-102390. 19. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN WATER EASEMENT INST. NO. 2021-XXX. 20. THE SUBJECT PROPERTY IS SUBJECT TO A CITY OF MERIDIAN SEWER AND WATER EASEMENT INST. NO. 2021-102391 AND 2021-XXX. 21. 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 SE114 ARE THE SAME MONUMENTS AS SHOWN ON THE PLAT OF IMPRESSIVE EAST RIDGE SUBDIVSION NO. I ON FILE IN BOOK 116 OF PLATS AT PAGES 17499-17501, ADA COUNTY RECORDS. THE SOUTH AND EAST BOUNDARIES OF THIS PLAT ARE ADJACENT TO SAID IMPRESSIVE EAST RIDGE SUBDIVISION NO. 1 AND ARE CONTROLLED BY FOUND MONUMENTS PER SAID SUBDIVISION. THE NORTHERLY AND WEST BOUNDARIES WERE ESTABLISHED BY THE CLIENT. SCALE IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 60 0 30 60 120 ( FEET) 1 INCH = 60 FT IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 20.00' S 89°59'28" E S 89°5928" E 940.37' - --- --------� 80 � 81 o a, x IU 75 76 77 78 79 w W 82 83 84 85 0 86 87 88 89 90 91 92 1 0. z 30' S 89°59'28" E 450.60' F, S 89°5928" E 175.84' -- - -- - -- - - -- - -- - - - - - - - - -- - - -- - -- - - -- - 74 ,yti°o�ti -- -- -- -- - o _ _ _ _ E. GALLEON LANE PVT _ ��'p 93 ° a N 89°5928" W 187.56' N 89°5928" W 450.60' I N BLOCK 4 I "' 73 94 i S 45100'32" W d' I x 30' 98 pi I o0 110 109 108 107 0 106 105 104 103 102 101 100 99 F 20' a 9 P. 0 o m 95 I n I 72 W�y I o M c o QI R. w = N 89°59'28" W 550.00' N 00°oo'3z^ E z N 96 `-"� 152.00' W 4 1 o 71 o o p O I 'n z 111 112 113 co o �1 z 97 I j BLOCK 4 N l I 70 M 0 30o SO1�0 0� 20' 30' 0 o N 89°59'28" W 131.00' 4� 9 S 89°5928" E 106.37' U) 10' 20' 69 E. Z_EMO LANE (PVT) �I N 8905928" W 126.37' 50 m 1 I N 89-5928" W CURVE TABLE W I 68 51 I 15.37' CURVE JARC LENGTH I RADIUS I DELTA ANGLE CHORD BEARING CHORD LENGTH 30' C28 42.41' 27.00' 90°00'00" N 44°5928" W 38.18' co C34 89.54' 57.00' 90°00'00" N 44°5928" W 180.6r °o I E. p of z I 1 52 BLOCK 4 67 Z1 I I I I E. N p M 1 M 53 I I 66 w F 3 N M I o O U]1 I o z O 54 I 65 IMPRESSIVE EAST RIDGE SUB. N0. 2 BOOK 122, PAGE 19152-55 I I I 1 55 I M LEGEND I o to — - - — - - — SUBDIVISION BOUNDARY LINE ❑ FOUND ALUMINUM CAP 64 o LOT LINE FOUND BRASS CAP 1 I EXISTING DEED/LOT LINE Oo FOUND 518" REBAR/CAP PLS 11574 OR AS NOTED S 56 44°5928" E 1 I CENTERLINE O FOUND I/2" REBAR/CAP PLS 11574 �l l 1598' PENS `rG 63 77T7�TT 7� SEWER EASEMENT INST, NO. O• SET 518" REBAR/CAP PLS 11574 L / / / / 2 � S 89°5928" E 95.50'-/- 2021-2021-102390 - SEE NOTE IS • SET 1/2" REBAR/CAP PLS 11574 Gs, p $S 0' 89.701u`\� SEWER AND WATER EASEMENT INST. NO. a 11574, Po mI 8., > x ) 2021-102391 - SEE NOTE 20 2L CALCULATED POINT �7�7722 �Q 8 ♦ E. BERGHAN SEWER AND WATER EASEMENT INST. 1 LOT NUMBER `9 4Y OF 62 60 95.50'30 i LANE (PVT) NO. NOTE ✓��F'BEAG1'�'� N 89°28" 59W 6.62' S 00°00'32" W 30.00' y x of I 59 o 58 o a I 61 j I N 89°59'28" W 246.01' I IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 BOOK , PAGE SCALE IMPRESSIVE EAST RIDGE SUBDIVISION NO. 3 60 0 30 60 120 ( FEET) 1 INCH = 60 FT IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 S 89°59'28" E 940.37' 321.77' 20' .90 c' 81 I o jIG4 to � � U 75 76 77 78 79 82 83 84 85 Up 86 87 88 89 90 91 92 a of IM W Pa S 45°00'32" W o l o I 52.42' 20 -- - -- N 89°59' --- 16-- --- _ _ _ _ _ 49 - - - - - - -E. GALLEON LANE P v - - vl I 74 / Z� --------------------------- 1� �\ 93 0 S 89°59'28" E 173.42' \ / N 45°00'32" E BLOCK 4 73 35.85' 94 I I x 98 l o 110 109 108 107 U 106 105 104 103 102 101 100 99 95 �I I� 72 I NII Iry r� O g o N 89°5928" W 550.00' z 96 it Iz boo NI ^NC 20 111 112 113 I� col j BLOCK 4 1 z l 97 70 4 w I - N 89°5928" W 131.00' 9'28_W 89°596.37'- I C . 49 U) S 89°59'28" E 116.37' 120' 20, o fi9 E. ZEMO LANE (PVT)° �I 50 i N 8959'28" W w 51 15.37' r, I 68 co 1 o Ln E_ 52 w BLOCK 4 1 67 zl 1 I rr6]] I F pl 53 1 � 1 66 1 vil I I 54 N 65 LEGEND — - - — - - — SUBDIVISION BOUNDARY LINE 55 LOT LINE ^� EXISTING DEED/LOT LINE to � 64 1 0 - - CENTERLINE S r--------------I ♦BENS OP to L J WATER EASEMENT INST. NO. 2021-XXX - ti 56 i SEE NOTE 19 �T+ FOUND ALUMINUM CAP pa„ 11574 I/17/22 �Q 63 k\ 57 0 FOUND BRASS CAP OF 1Q 1 @° FOUND 518" REBAR/CAP PLS 11574 OR AS NOTED BE O FOUND 112" REBAR/CAP PLS 11574 E. BERGHAN Qi SET 5/8" REBAR/CAP PLS 11574 62 I LANE (PVT) 60 1 0 CALCULATED POINT 1 LOT NUMBER I x I 59 058 a 1 61 1 j I N 89°59'28" W 246.01' IMPRESSIVE EAST RIDGE SUB. NO. 1 BOOK 116, PAGE 17499 I BOOK , PAGE