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CC - Final Plat SCALE DELANO SUBDIVISION BOOK , PAGE So 0 40 So 160 1 LOT 3, BLOCK 1 OF JASMINE ACRES AND A PORTION OF THE ( FEET > N112 SE1/4 OF SECTION 32, T. 4 N., R. 1 E., B.M., 1 INCH = 80 FT CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 a \ ZEBULON HEIGHTS SUBDIVISION NO. 2 A \ BK 99, PG 12773 p E 114 CORNER C114 COR.SEC.32 \ i A o SECTION 32 PLS 4431 \ N 89 39'12"E 2656.94' ILLEGIBLE CP&F9203720 --- L 89039'12"E 276.00' -1 z -- L - --- -- - --- -- -- -- 10910---- -- 33 -- __ �- 451.70' 1026.20' 32 W 1 1 - 1 v 1 O cv UNPLATTED I 10 11 12 � 13 14 I 0 p 0 o O 1 ro 1 00 *-i I N 89042'00"E 276.50'_--_--_- jN cr 1 9 W. EAGLE VIEW STREET _ _ \♦♦ N 89042'00"E 121.45' �- POINT OF BEGINNING w I 8 , \ 8 1 1 I 8 10 I fs7l 1 I 7 i z, 7 I I 7 W I 7 11 BLOCK z 2I BLOCK 4 ( cV JASMINE ACRES j 6 Ao Wl 6 N LOT 1, BLOCK 1 O W BK 59, PG 5829 w-�� o( ZI 6 12 �� x� bo U U� O~1 BLOCK 3 A I O 1 N w�a zl 5 0l Zi 6 8 ZI 5 5 13 I `n N 89042'00"E 564.25' i — 5 9 i 4 1 4 z I 4 14 i JASMINE ACRES 1 I 4 10 �i 1 LOT 2, BLOCK 1 i I i 3 w i BK 59, PG 5829 cf) 3 1 3 15 3 11 E- BLOCK 3 i BLOCK 2 U i 1 N w 2 M o$0.90' I 2 z 16 2 12 z I 1 I BLOCK 6 I W P O N 1600824"E - -- - - - - - - - - - - - - - - - - - - I o E. JASMINE STREET I 1 0 1 � ♦ I I i 18 I�O� 17 16 15 14 13 12 11 10 v 9 8 7 6 5 4 3 2 1 AjO� ♦♦ m 1 1 � --- -- -- --- -- -- --- -S 89042'00" W 1204.01' \ CENTREPOINTE SUBDIVISION NO. 2 1 H BRICKYARD SUBDIVISION NO. 1 \ BK 110, PG 15889 C BK 113, PG 116540 S�Z5TE a \ W SE CORNER � Ems- SEC 32 O ry \ W CP&F 113077810 32 33 a / :v U E. USTICK ROAD 57 4 f/o 12-1 F z � 1� EAG%"v LEGEND - -- SUBDIVISION BOUNDARY LINE LOT LINES --- --- SECTIONAL LINE REFERENCES SEE SHEET 3 OF 5 FOR THE NOTES, LINE AND CURVE TABLES —-—-—-—-—-—-— CENTERLINE EXISTING DEED OR LOT LINE Rl)JASMINE ACRES, BOOK 59, PAGE 5829 R2)ZEBULON HEIGHTS SUBDIVISION NO. 2, BOOK 99, PAGE 12773 FOUND BRASS CAP R3)CENTREPOINTE SUBDIVISION NO. 2, BOOK 110, PAGE 15889 FOUND 518"REBAR NO CAP OR AS NOTED R4)BRICKYARD SUBDIVISION NO. 1, BOOK 113, PAGE 16540 2030 S. WASHINGTON AVE. SET 518"REBAR/CAP PLS 11574 R5)CHAMPION PARK SUBDIVISION NO. 3, BOOK 93, PAGE 11149 • SET 112"REBAR/CAP PLS 11574 R6) WARRANTY DEED INST. NO, XXXX EMMETT, ID 83617 CALCULATED POINT (208) 398-8104 1 LOT NUMBER FAX (208) 398-8105 001r r L cnd 5ur�eyiy, ��C WWW SA WTOOTHLS.COM SHEET: DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 1 OF 5 112021 AM JB 18094 18094-FP SCALE DELANO SUBDIVISION BOOK , PAGE 60 0 30 60 120 ( FEET ) 1 INCH = 60 FT L LEGEND LOT l4 � w o ZEBULON HEIGiITS SUBDIVISION NO. 2 I A -- -- SUBDIVISION BOUNDARY LINE z � BK 99,vPG 12773 o z w / O LOT LINES � j 2a / LOT 8 LOT 71 LOT I \ vi / LOT 22 1 --- --- SECTIONAL LINE LOT 11 a w LOT 9 d Cl/4 COR.SEC. 32 o g \ 1 A N 89039'12"E 2656.94' ----------- CENTERLINE PLS 4431 / \ z - - - - - EXISTING DEED OR LOT LINE CP&F 9203720 N 89039'12"E 276.00' I --L - --- - _ --- --- --- --- ---- ---------------- PUBLIC UTILITY DRAINAG E E AN D 110-- - -- 24i.22' IRRIGATION EASEMENT903.04 60.00' 54.00' i � 54.00' I54.00' 54.00' 180.48 _ 451.70' _ _ - _ _ _ _ -- 10'PARKINS NOURSE LATERAL I� � I O M Ln EASEMENT INST. NO.XXX I p I I6 I ks I to I I p 6 l o I I� I I� I G., all "' o o N ACHD SIDEWALK EASEMENT SEE W w UNPLATTED w NOTE i i loi 10 i o 11 i 12 vo i b 13 i b 14 ( o 0 0 I 1 lI ao II ttoo II Ito� I ° ACHD MASTER STORM DRAIN co 0 0 o ��� SEE NOTE 8 to o o o to I I to I o 00 � j z IZ Iz C14 iL I Iz z �(n un 30'WATER/SEWER EASEMENT INST. ----_--J L_-----J L---- J ----- J L------J 62.58' S4.00' 25.00' `C15 /� 51.50' S4.00' • __ __ N 89°42_00"E 276.50' __ 30.00'� __ O C N0. N 89°42'00"E 141.58' �n 10550' "' o L15 6 o `� FOUND BRASS CAP N 9 G�Gti3 �� ., W. EAGLE VIEW STREET - N 89 42'0 E 382.00' _ _ - _ • ♦ N 89042'00"E 121.45_ in �� \ �, • • POINT OF BEGINNING Qo FOUND 5/8"REBAR NO CAP OR AS NOTED "' 19i.00' y 191.00' ___ r-- ° ' 1' � � 152.50' � `� � � Q• SET 5/8"REBAR/CAP PLS 11574 I N 89 42'00' E 119.88'-� (ti 152.50' � 1 I iy y (,1 Cg g �� I �; 15X 35. 0 43X56' 30.00' C6 �s y �� _ • SET 1/2"REBAR/CAP PLS 11574 �I 8 Clo N 89042'00' E 197.29' \ \� 8 ^I CALCULATED POINT I�nj 9.50' �r-----97.29'-----� r-----100.00'--- -r � l I ILn -N 89042'00"E 104.65'-1 \ • I i I a �_ 20.5' 20.5' a • 11.50,--------� 1 LOT NUMBER 20.5¢20.5' I I of to I o 00 20.5' 20.5' --- -- I 8 I 6 I 10 I6 „� �d I r-N 89042'00"E 104.85'- T 1 I I �I I� rn rn I 10'(TYP) � p o o I NI O L-------------J L-------------J O Co W OI 101 OI O 6 r 7 cn - I�i 7 i i-N 89°42'00"E 100.00'-1 I S 89°42'00"W 100.00'-1 1 w n j j� N 89°42'00"E 106.04'-3 o f I o f 10 W 28.98' zl L------ 10 (----_I of 7 of 11 ioo z 7 ° o - _ 30 00' -� r-N 89 42 00"E 104.89' 1 �n --------------7 `n 10' TYp `" BLOCK 2 1 W 1 BLOCK 4 ^1 L--_---- -�-'I 10 (TYP)_____ I A Ia I N INI a to �1 0l of N qo I o l 1 Cn o I I I I O 6 r-S89°24'00"W 100.00' rq6 r-N90°00'00"E 100.00- p _ � 1 35.00 l - it W LLN 89°42'00"E 107.44' W o 6 I o o 12 a I S 89°42'00"W 200.00' W ----------- LLLLLL� 1 W~ o ------------ zl `n I BLOCK 3 I �^I I d r----- a r----- U 1 S 89°42'00"W 104.93 1 i00.00'---- 100.00'----- O �ko z l r i W L-------------JM �_ I A _ I I - I I_ I N DETAIL W of �I of to I ^I- o _ I I . - ------------J O ` o O o a o l o NTS ��t� N a o d Z I 6 I I 8 I z of 10 a o f t o r-N 89°42'00' E 100.00'-J r-S 89°42'03"W 100.26' r I " ni 5 I 1 0 2 W q I 5 A a l_ _ If 10,(TYP) + I BLOCK 1 L____----__-_ J L_____________J _ I � I O o 01 I o I 13 l0 6 °� p ° ° z, N � L--------------J ti Ip E~ I L_N 89°42'00"E 108.82'-J "'�n o 1 5 I o I Ln o r-N 89 42'00"E 100.09'i S 89 42'00"W 100.00' N I o q- 44 w W M M 0 I M N O I I' O I 1 p M M rM.� r-S 89°42'00"W 104.98' • • z l o r--------------� M Ga L--___-----__ Jz L J �1 M of 5 0 ola 9 to w 1 _ > 1 cc 23,10' 20.00'20.00' I ------------ I III_ I`ry oI of I_ l of t o I o r-N 89°42'00"E 100.00'7� r S 89°42'00"W 100.00-1 o 1 I N I 4 o �b vl 4 Iq z °j I I I I L__--_______- J °o N1 a o f I I^ I o +�r------------ o �1 I f 13'(TYP) ^ 1 `^ o o f I o l a t o o r-N 89°42'00"E 100.00'- LL r-S 89°42'00"W 100.00'-� 0 1 I O I L--------------I 61 4 61� 14 16 O Ip - 1 1- v) �+ L--N 89°42'00"E 110.22'-- I z `^ �^ `^ O o f t o o I t o I 43 i , 10'(Typ) I I Ln 10'(TYP) � ' 4 I 10 r-N 89°42'00"E 104.99"-1 L-------------J L- v-I to I I lq-q- I I h 1 ---------------� q o 1 I- E• h' �1 10,(TYP) I I t o I 10'(TYP) � o o I I r-N 89°42'00"E 100.00'-J r-S 89°42'00"W 100.00''r 1 L-------------J L______ __J OI 3 to .. / N o I I I I �i I of I o _ _ ° r- o �q• 3 v 1 o o o r-N 89 42'00' E 100.00'- S 89 42'00"W 100.00'- • If 10' TYP I io O 3 o IS i oI 3 i of 11 io rq L----�- -------� �+ Ea IM °� �4Z\ • 1 co L--N 89°42'00"E 111.62'--� j I I BLOCK 3 I I I I I r-N 89142'00"E 104.99'--I W - L_____________J L-------------J I I I BLOCK2 L-------------J L-------------J I r-N 89°42'00"E 100.00'-J r-N 89°42'00' E 100.00'-r I - I I I I r-N 89°42'00"E 100.00- r-S 89°42'00"W 100.00, ry 2 I n I 'PI 2 a to of 2 0l 16 a Io _ of i of 10 I :0I 2 1 01 12 Io I I I I I I I �I M I 1 L----------13'(TYP) / �9--N 89°42'00"E 101.33'--J 1 I I .M I I I I I o �1 J L----- J 20.5' 20.5' L----- J L ---- _-J 20.5' 20.5' N 89 42'00'E 105.11' 20' 20' ^' 20.5' 20.5' L-----100.00'----- 100.00'----- 99.99'----- 100.00'-- 1 P4s"8 0 � 0 5.09'-� N 89°42'00"E 200.00, S 89°42'00"W 199.99' 13.09 � 80 IT - -- - - - 1 00 o �3 c18 �h 1 1 M 2 ♦ 18 s W SFF 58.38' 'n 174.00' 176.00' 97.08' Zr) S7�O\ 45 00 • �FTgI� 'i 91.88' y - - - - 241.00' - - - - - - - 241.00'- - - 168.58' w 1 �A E C19 - - n - • E. JASMINE STREET •S 89042'00"W 742.47' • - - - o - • ��O �c�CsZST s�rp 6 704.47' N o P4S�B o 4I C20 N ♦ 26.00' 28.50' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' I �9 I a 11574 C, r----� r----� r----� r----� r----� r----r r----r r----� r----� r---- r----� r----� r�---� r----� r----� r----� ♦ , 1 � I I I I I I `4 M M o O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 l// *n f/OS/2f �d io I o f o f o I o I O I O I O I O I I I O I O I O I o O O in o 20' 20' I� I o f o f 6 I 6 I 6 I 6 I 6 I 6 I oo I oo ♦ �26.Ooz rn I o f o f I I o I o I o I o I , I , I o I o l a o I o I o I o °p �� o OF 1� 7�°♦�s1 18 w w w w w w w i"' W W w w w i w i w i w w 10 F Gyp 0b, o - - 9 o 8 o 7 6 I� 5 4 3 2 - o �F BEA O o 17 o 16 o 15 o 14 a l 13 0 la 12 0 l 11 o 10 o U o 0 0 0 0 0 0 0 t o 9 O% I o f o f I I o o I o o o o o o o o A //♦ I °o I °o I I I o I E 00 1 00 1 00 I I I o I o I o I o I o I of \� j0 !� ♦ 0 _ a I o I o I o I o to o I o I o IJ ° I p I o I o I o I o I o I o 1 O o0 0o I oo I oo I oo I^ oo I oo I oo I m o I o I o I o I o I o I o I o �o N z z I I I I I I I I I I I ' ' SEE SHEET 1 OF 5 FOR SURVEYOR NARRATIVE AND REFERENCES ��� �-♦ l + 5'(TYP 5' TYP 13'//TYP ♦ �j8 ---J L----J L----J L----J L----J LL J L----J L----J L----J L-- -�) L----J L----J L----J L----J L----J L-1-�J A mod, .40' 40.00' 40.00' 4000' 40.00' 40.00' 40.00' 4-- 40.00' 40.00' 40.00_ 40.00_ 40.00' 40.00_ 40.00_ 4000' 26.0 0 20.000 0.00' o SEE SHEET 3 OF 5 FOR THE NOTES, LINE AND CURVE TABLES PLS 787 S 89042'00" W 1204.01' PLS 7876� ^ PLS 7876 o� s.00' 0 J 5.00' 2030 S. WASHINGTON AVE. �o CENTREPOINTE SUBDIVISION NO. 2 z a EMMETT, ID 83617 BK 110, PG 15889 0 a (208) 398-8104 z �� FAX (208) 398-8105 i��5&417 007 � Lcnd 5ur�eyiy, ��C WWW.SAWTOOTHLS.COM SHEET: DATE: DRAWN BY.' CHECKED BY. JOB#: DWG#: 2 OF 5 112021 AM JB 18094 18094-FP SCALE DELANO SUBDIVISION BOOK , PAGE 60 0 30 60 120 ( FEET ) 1 INCH = 60 FT PLAT NOTES 1. EASEMENTS: A PERMANENT EASEMENT FOR PUBLIC UTILITIES AND PROPERTY DRAINAGE IS HEREBY RESERVED ALONG THE FOLLOWING: -TEN(10')FOOT WIDE ADJACENT TO SUBDIVISION BOUNDARY OR AS DEPICTED -TEN(10')FOOT WIDE ADJACENT TO PUBLIC RIGHT OF WAYS OR AS DEPICTED -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS E 1/4 CORNER DEPICTED SECTION 32 A PERMANENT EASEMENT FOR PRESSURE IRRIGATION IS HEREBY RESERVED ALONG THE ILLEGIBLE N 89 39'12"E 2656.94' CP&F 109103130 33 LINE BEARING DISTANCE FOLLOWING: --- --- --- --- Ll N 73051'36"W 20.75' -TEN 10)FOOT WIDE ALONG SUBDIVISION BOUNDARYAND REAR LOT LINES OR AS --- --- --- --- --- 1026.20' 32 L2 N 73051'36"W 20.75' DEPICTED L3 N 73051'36"W 20.75' -FIVE(5)FOOT WIDE ADJACENT TO EITHER SIDE OF INTERIOR LOT LINES OR AS L4 S 73051'36"E 12.08' DEPICTED L5 N 35032'19"E 22.20' L6 N 33019'26"W 23.85' N L7 S 31°57 08"E 24.77' 2. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE RIGHT TO FARM L8 S 31°21'08"W 24.77' ACT, WHICH STATES"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR "' L9 N 5402744"W 22.20' EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY ca L10 S 44042'00"W 25.46' CHANGED CONDITION IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES A Lll S 3301926"E 23.85' AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE(1) YEAR WHEN THE L12 N 28030'39"E 22.83' o p L13 N 33°IS'10"W 23.85' OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR `�' �Y, L14 N 32043'26"E 23.85' WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A L15 S 2402232"E 6.72' NUISANCE RESULTS FOR THE IMPROPER OR NEGLIGENT OPERATION OF AN W L16 S 09035'41"W 20.82' AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." i L17 S 80024'l9"E 51.95' • POINT OF BEGINNING W L18 S 08°51'36"E 118.92' 3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY ----� APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF i Z RESUBDIVISION. Io 1 4. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE 'I IN COMPLIANCE WITH TITLE 11 OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT. i 5. NO HOMEOWNER SHALL AT ANY TIME FILL OR OBSTRUCT ACHD DITCHES OR SWALES. o I MAINTENANCE OF ANY IRRIGATION DITCH OR PIPE CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY i AND IRRIGATION/DRAINAGE ENTITY. ,P) 6. LOT 1, BLOCK 1, LOTS 1, 7, BLOCK 2, LOTS 1, 9, BLOCK 3, LOTS 1, 9, BLOCK 4 AND d LOTS 1, 18, BLOCK 5 ARE RESERVED AS COMMON LOTS,ARE NON BUILDABLE LOTS, AND b N , ARE OWNED AND MAINTAINED BY THE DELANO HOMEOWNERS COMMUNITY JASMINE ACRES o N i ASSOCIATION, INC. n rV LOT 1, BLOCK 1 CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH I BK 59, PG 5829 Cl 61.28' 70.50' 49048'I8" S 65023'51"E 59.37' W C2 110.74' 70.50' 90000'00" N 450I8'00"W 99.70' 7. THIS SUBDIVISION IS SUBJECT TO ACHD LICENSE AGREEMENT NO. -�} C3 49.46' 70.50' 40011'42" N 20023'51"W 48.45' o i C4 78.54' 50.00' 90000'00" S 45018'00"E 70.71' 8.A PORTION OF LOT 1, BLOCK 1, LOT 7, BLOCK 2,AND LOT 18, BLOCK 5 ARE SERVIENT N C5 54.19' 34.50' 90000'00" S 45018'00"E 48.79' TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE a I o01 o C6 . ' 34.50' Si°27'02" S 3429"E 29 ' ENCUMBERED BY THE FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE I .;1 C7 23 23.2121' 34.50' 38°32S8" N 19 i9°3429"W 22.7878' EASEMENT RECORDED ON NOVEMBER 10 2015 AS INSTRUMENT NO. 2015-103256 ADA C8 54.19' 34.50' 90000'00" N 44042'00"E 48.79' FND 112"REBAR ILLEGIBLE ' C9 30.98' 34.50' 51°27'02" N 6305829"E 29.95' COUNTY RECORDS,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH N 89042'00"E 564.25' SET 518"REBAR/CAP PLS 11574 i CIO 9.44' 34.50' 15040'22" N 3002447"E 9.41' IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER r2, o 23;10' .00' S01.15' C12 78.54' 50.00' 90000,00" N 44042'00"E 70.71' CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE C13 110.74' 70.50' 90000'00" N 44042'00"E 99.70' STORM WATER DRAINAGE SYSTEM. C14 2.50' 70.50' 2001'56" N 88041'02"E 2.50' I i C15 27.12' 70.49' 22002'46" N 7603846"E 26.96' v ­4i3'(TYP) I C16 31.66' 70.50' 25°43 N 52° 35"E 31.39' 9. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLER'S IRRIGATION DISTRICT, IN 0-- '46" 45 C17 49.46' 70.50' 400II'42" N 1904751"E 48.45' COMPLIANCE WITH IDAHO CODE 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE E- JASMINE ACRES CI8 24.25' 84.50' 1602624" N 82004'48"W 24.16' ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS j- z I I LOT 2, BLOCK 1 i C19 28.69' 100.00' 1602624" IN 82004'48"W 28.59' FROM SETTLER'S IRRIGATION DISTRICT. I o p I BK 59, PG 5829 C20 34.58' 120.50' 1602624" IN 82004'48"W 34.46' W I 10. THIS SUBDIVISION SHALL BE SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR DELANO HOMEOWNERS COMMUNITY ASSOCIATION, ---- E-1 I M I Z INC. TO BE RECORDED AT A LATER TIME AND MAY BE AMENDED FROM TIME TO TIME. z ;� U I ° 11. THIS SUBDIVISION IS SUBJECT TO THE ACHD SIDEWALK EASEMENT INST. NO.'S o 1 I XXXXX w �� zl BLOCK 6 j M o p 12. W.JASMINE LANE WILL HAVE ACCESS GOING EAST INTO THIS DEVELOPMENT. 0 20' 20' W o I p �O cLn co n IO cn v k6Ln Lu 1 � � I N ` LEGEND 1ST 40.00' 9 o I -- -- SUBDIVISION BOUNDARY LINE ��' rJ o LOT LINES o M �0 20 20 a 11574 o �� o i --- --- SECTIONAL LINE a" 1/05/21 wW lo ----------- CENTERLINE 2 0 1<a - I EXISTING DEED OR LOT LINE �� OF 00 �o I ---------------- PUBLIC UTILITY,DRAINAGE AND FF BEAGV 0 o I IRRIGATION EASEMENT voi I 10'PARKINS NOURSE LATERAL ----J 499 58' EASEMENT INST. NO.XXX 4 0-0 26.03' 20.00' _ __ __ __ __ _ __ __ FND 1/2"REBAR ALB 5459 1 ACHD SIDEWALK EASEMENT SEE PLS 7876� PLS 7876 S 89°42'00" W 1204.01' SET 5/8"REBAR/CAP PLS 11574 NOTE 11 SEE SHEET 1 OF 5 FOR SURVEYOR NARRATIVE AND REFERENCES 5.00' ro 5.00' ACHD� a C1�i_��L1 SEE NOTE SER STORM DRAIN E- BRICKYARD SUBDIVISION NO. 1 2030 S. WASHINGTON AVE. z BK 113, PG 16540 0 i� NO WATER/SEWER EASEMENT INST. EMMETT. ID 83617 a SE CORNER (208) 398-8104 E- SEC 32 � FOUND BRASS CAP z CP&F 113077810 32 33 FOUND 518"REBAR NO CAP OR AS NOTED �` FAX (208) 398-8105 U E. CK --- SET 5/8"REBAR/CAP PLS 11574 i� /�,I 1T007 T f� E. USTICK ROAD 5 4 0 SET 1/2"REBAR/CAP PLS 11574 /TII V lV, / z A CALCULATED POINT �C1/���UNe �� 1 LOT NUMBER / /��J WWW.SAWTOOTHLS.COM SHEET., DATE: DRAWN BY: CHECKED BY: JOB#: DWG#: 3 OF 5 112021 AM JB 18094 18094-FP