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Bienville Square Pg. 2e FINAL PLAT SHOWING BIENVILLE SQUARE SUBDI VISIO (STATE HIGHWAY 55) A PORTION OF THE NE 1 /4 OF N. EAGLE ROAD SECTION 5, T.3N., R.1 E., B.M., BASIS OF BEARING 33 4 - - - - _ S 00.00'00" E— 2611.41' _ - MERIDIAN, A D A COUNTY, I D A H O 32 5 677.57' 1933.84' ? 1 /4 CORNER o _ N. EAGLE ROAD ! C.P.& F- N0. 2009 C.P.& F. N0. ��n 98089069 STAN LEY CONSULTANTS 98089065 `'- 1; o • • L S 01.14'39"W 597.37' MERIDIAN, IDAHO REAL POINT �� 202.17 - - 15' �— 193 8 — — L — — —.—_T — — S 00'00'00" E 386.05' — — — w`c. 55.47' o- - _ Nam- - 0 125' _ 0 1 52 88 48.85' 272.66' � 11 3.39 / OF BEGINNING — — — — — — . . _ ---- 20' _ N 35-------- o� 7i 20' PERMANENT CA 1 20' PERMANENT CA o /� LANDSCAPE EASEMENT AND ITD r LANDSCAPE EASEMENT AND ITD IRRIGATION AND DRAINAGE EASEMENT, o IRRIGATION AND DRAINAGE EASEMENT, z F` co PRIVATE RIGHT OF WAY EASEMENT � c ��` � � � INSTRUMENT #97012206 I NSTRUMENT N0. 549626 0 INSTRUMENT #97012206 P �O �� �S h � �Ii�" 28 N Q P P �• z z 30 �o: �� �� y am° 2821 `C:) NAMPA-MERIDIAN Ion o IRRIGATION DIST. 29 �� V "D EASEMENT FOR MILKS 2959 : 13J " 27 LATERAL Ln �. / : N INST. #107155938 Z N 0°26'43" E 22 •'�� SEE SHEET 3 FOR 2847 i I� h N 01 °14'39" E I II8 152 88' 2755 •� Q N 215,99' NI 4' o "�7RS i tK CURVE AND LINE DATA I I I �- o L14 :: BLOC( 1 II i1 Ln � -11 Wig;' 1 � � R.M. ry � N 00°34'36" E I I 20' ALLEMAN LATERAL z Q� WATER ATER USERS n/ ASSOCIATION EASEMENT ^ 1 Y� I N O°26'43" E N U ' 2973 28 28 i CA I r�f I I INST#109001403 219,64' ry w Ln CN I SEEPAGE BED I �. w ��` 60 30 0 60 120 180 O�ro EASEMENT I� N 00 N ��� 26F�;:11 i� 26 ,� w 25 : � r i :I I 2803 SCALE IN FEET N 0 MUTUAL ACCESS EASEMENT °� FOR ADJACENT PROPERTY TO NORTH z \ 20' WATER LINE INSTRUMENT NO. 106169335 INSTRUMENT NO. 109001537 EASEMENT I I o Z w I 19_ I I.. -I I I ? d. LEGEND: 10' PERMANENT OA I I O p� LANDSCAPE EASEMENT I : I 0' PERMANENT CA N FOUND BRASS CAP LANDSCAPE EASEMENT CI %n--- - - - - -- : : 28' C-57 PLS # AS SHOWN FOUND 5/8 REBAR f� 236.38' - - - - - - - 00 .I _ I 4 420.57' 98' �. �. - - - N 12',1 ', � l O - 656,95' : �.....:..:.:.:.:.:.:.:.:. . .:..... . .:...:.:. . _ 6g 07„ E V SET 5/8" REBAR WITH N S 00°37'20" W :: : 0 51' N PLASTIC CAP PLS 4998 N 198.05' - - - :: ::: . T .. _ C 20 `�� R-M. SET 1 /2" REBAR WITH N\ _ _ _ _ _ _ _ _ _ _ __. _N. CAJUN LANE (PVT):::: 0 :: , ♦ PLASTIC CAP PLS 4998 f S 00°37'20' W ------------!-r-�---------�-� - 15.53' \\` 7 612.61 350' i8T 28' 923 C' IN23113"E CALCULATED POINT :►1t-5' // /% �L8 J 1N NI 14' S 00'24'50" E ��: :: :� N 41°8811a W / 98, - N �� OA OWNERS ASSOCIATION 25.00' `U : o i ���S 831504'60;' E / / CA I� 0+ R.M. REFERENCE MARKER GOT READING UNDER [�: �i: / / SEEPAGE BED 1 `, Lp W.C. WITNESS CORNER PAVEMENT PATCH �i :: �� S 06°06'00" W / / EASEMENT , DID NOT DIG UP z1::::�I 14' // 1 \ , �n SECTION LINE •� r 1 0lb / 2o, 2o' \ 22 _ _ Q BOUNDARY LINE ,p 22.5' 20' N 83°54'00" W / /� 1 \ G RIGHT-OF-WAY r� O :N INSTRUMENT / b N J \ (P N Njpp 8 #108013630 / /� 7 \ O LOT LINE 06 vrn ��� fij ����C144 / / / �N cl�/ 1 \ O Z 1 CENTER LINE / / PUBLIC UTILITIES / / 1 ( - - - - - - - - - PRIVATE ROADWAY EASEMENT � 22 �/ / AND ACCESS BL OCA( 1 / V C 1 /4 CORNER % - - 20� /'s' EASEMENT / / \ —{ _ 32 O 5 ,f : �� 3 ° 2�, EASEMENT LINE USE AS DESIGNATED C.P. & F. N.O. ��� A: c : � . S 89°22'40" E q q V / /,O� // 9 Z (!� � .N / -/� �-20' 23 SSO Gyp <F �/ / °� BL OC/1 / 1 01 \ r MUTUAL ACCESS EASEMENT 1 0401 66-08 ,� i- O TF� �/ / 1 CID \ O A_ � INSTRUMENT #106169335 //%•� \ 1 7 \ = r (r� MERIDIAN SEWER &WATER EASEMENT og F� O� / / 23 �° 1 O w \ .� L_ _ - - - - - - � INSTRUMENT #108013630 / S 00°37'20" W DO/Q"T �//0 / m N\ 1 N 11 9 61 „W 03 "// 11 uj 6 \ - - - - - - - ADDITIONAL MERIDIAN SEWER & /-: / \ — WATER EASEMENT N 09°44' E � 25' � \ — MUTUAL ACCESS EASEMENT _ \ ACHD SIDEWALK EASEMENT / \\ INSTRUMENT #108134446 I S° Addresses for Multi -Family Project to be assigned at later date ` \ 1 2' WIDE UNLESS OTHERWISE DESIGNATED /r ��� .: � :: 1 o v 1 �AL LA T N � 0 ° CA NI SEEPAGE BED / EASEMENT C- 140 1 e � 00 N z 9� C-148 O \ � ` g� �. � �: ��; 25' 14' C-123 12 \ � y��� ; � � 0 / z z' �4� N. LEBLANC WAY c-117 c-111 \ N DEMASON CREEK LLC L E. SURVEYOR DEVELOPER: c °F 24 G ° 022 O -206 �j -138 \ U CA SMERIDIAN, ID., 83642s MERIDIAN, DAHO 83642 - ACHD SEEPAGE BED C-116 - C \ , �� SHEET 2 OF 4 �G gg EASEMENT SEE SHEET 1 FOR CONTINUAT '�s �� \ BOOK PAGE 19281 1/16/09 14' 00