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Bienville Square Pg. 1LLULNU: ® FOUND BRASS CAP FINAL PLAT SHOWING SECTION LINE B IEN VIL L E SQ U__A_ RE S UBDI VISION 0 � FOUND 5/8" REBAR _ _ PLS # AS SHOWN SET 5/8" REBAR WITH BOUNDARY LINE RIGHT-OF-WAY LOT LINE A PORTION OF THE NE 1 /4 OF PLASTIC CAP PLS 4998 SET 1/2" REBAR WITH CENTER LINE *** r t%m t%n Arne SECTION 5 T. � N R 1 E � M � PLASTIC CAP PLS 4998 - - - - - - - - PRIVATE RODWAY EASEMENT . . . . . > > > , L CALCULATED POINT EASEMENT LINE USE AS DESIGNATED M E R I D I A N, A D A COUNTY, I D A H O OA OWNERS ASSOCIATION MUTUAL ACCESS EASEMENT (STATE HIGHWAY 55) 2009 R.M. REFRENCE MARKER INSTRUMENT #106169335 N. EAGLE ROAD W.C. WITNESS CORNER F.............. -.� MERIDIAN SEWER & WATER EASEMENT 3S' • STANLEY CONSULTANTS • L .� .� . J INSTRUMENT #108013630 BASIS OF BEARING ________ „ MERIDIAN, IDAHO SEE SHEET 3 FOR WAT RONAL EASEMENITIAN SEWER & S 00°00 00 E o 60 30 0 60 120 180 _ 33 4 2611.41' 1 /4 CORNER / I:�� CURVE AND LINE DATA MUTUAL ACCESS EASEMENT 32 5 C. P. & F . N 0. C. P. & F. N 0. �= : : t = T 2 ACHD SIDEWALK EASEMENT 98089069 0':: _ o �� OA SCALE IN FEET �] �. INSTRUMENT #108134446 2' WIDE 98089065 N I SEEPAGE BED w w z z U) - W ry w z co ry t\ O 00 c0 � o : N I iEASEMENT UNLESS OTHERWISE DESIGNATED / N �� : N z}9x ; G-148 2SEE SHEET 2 FOR CONTINUATION C_123 , o / z �' N.TLEBLANC WAY c-11� \ �' z :.:.. C-147 C-110 C-117 , C� i 1N 24 C,9� - - _ C-_ _ o v ACHD SEEPAGE BED C-116 _ 206 c �C-138� o EASEMENT C-106 - \� E + �b ��G-gg 0-103 C-104 C-91 C-92 C-128 C-120 C121 �3 O N \ 102 C-119 v� 1 °' G- - - 2965 2949 2933 7 4 G-107 G_, 09 oo - 2997, 2981 � w 8 291 c-112 c-113 c-114 c-115 2791 �� 04 \� 3005 2'. a 8 C-118 2803 ; W n G 3027� o � o � * I_ � 2899 2883 2835 2819 _ ACHD \ v o o o- o 2851 o N o SEEPAGE Jco �� 4 No 5 No 6 �' 7 cl����� 2867� �0 CN 16 No 1760 �`- BED v��z� O = 5 r N� 2 v0 3 �� �� C, NL" g �� �� on �o �� 15 �o �� c4No EASEMENT \e r. N� �� oo m �� N rn ' N �� 0A a F. Z, 0 � N � OA z z z z z °° 10 N 11 12 N 13 N o 14 SEEPAGE BE C4 Ld \ w o (n �N O 00SEEPAGE BE z c, o o z EASEMENT L-12��U ° o W � A� (f) BLOC N � z 773' �� o aO E W ro c4 z EASEMENT O z z z 8 60'_ coF- 22 \a ?� 03 O CK o L-10 C-90 C-129 C-130 2' z z C-136 l- 27. (n \� ZZ Q 20.55' L8g C-89 C-86 o ALLEY C-131 -10 ` C-64 1 E 63 C-621 .00 Z w N21° N� 7 0 �V4TF_ cv C-g C-95 76 207 C-61 35' 27.10' \SE N C-g \ -P C-212 - C-93 C-75 C- C- 00' wZ \ � L h �(v I ON L-13 C- C-80 C-81 C-82 -8 C-73 C-74 C-208 O \ z J N �c O 0 C-79 C-83 - C-209 C-72 _- 0 Ct59 _ _C-58_j _ m w -,/ Q4/ .z O Q 0.{Z� \ �8 INSTRUMENT1 C 85 C-65 �8C-210 PRIVATE c\ AC-70 C-60 17 19,E L-14 ,0x- S 0 86 46' W 1 W Z Q U 2T.83 0 -7 8 C-66 6 N� 13' JZ Q O/ t S 51 #1090014031 67 C-68 C- C-71 L-11 w _ I c, 1 /� co 3:1 rl 27.1 15.44' �0- co, ro m o ~00 a' CD co co Q0o9 3: 1 � N N N 3 o� t CD 00 N�� o C00 4 21 . N o 0 - o N w�, 0' �N 33 �� 32 N� N 30 29 ���o �� N w N O O N _ N Uj N O N CP o ^ N N� 34 �� �� NONo 27 N� o� � 22 N� 21 cN 20 1900�� , Q� N N 5 N N 26 N L 25 � 0 24 C 23 N N o00 N so S 05°13' o ao z z o N N % o � z z a� �► 2' o v o N o z z � 97.909„ W N 1 z 2976 2958 2940 292 co � cc z 2788 o DO R.M. z 2.1:� C-29 z z p 2800 53 1 3 ---- --INSTRUMENT L-1 C-1 SEEPAGEACHD BEDz 3008 2fr C-17 C-18 C-19 C-20 14 2906 z z z 2836 2w45 C-4 C-47 v 2 2°25'24" INSTRUMENT 10' 2898 #108003152 #109001537 L-15 EASEMENT �s Z� 2880 2862 2844 C-36 c C4 0 o WIDTH VARIES WIDTH 54' C �`9 -10 ACHD C-22 _ C 21 -32 C-33 C-34 C-35 !/ S C.0 / �N 2 C-5 C SE��SEMENTD - PGE - C-48 �� 263 22 / DETAIL "A" / �' 6 -11 �� 703925, SEE SHEET 3 � L -16L-2 Z913 ` C - L C-37 _ - M ` 7 w D� L-3 12 10'C, C-24 -25 C-26 C-27 C 28 C-50 5� Cfl G 7, WIDE 4 c G C_23 p/ /�// 74' G N. CENTREPOINT WAY C-44 -49 C4 19 N /l 2 8 BL �Ci/1 4, IC 39 C-40 C-41 C-42 C 43 1 ° POWER ��- C-53 C_1� C-13 2989 � 2965 2947 2925 38� 3039 2903 � 1DEASEMENT 2771 sue° 3007 3055 3023 N o I * 2889 2871 2853 2827 2809 2793 a _ 's o° 2 N� 3 00 5 N� N� "� 8 N° g N� N� �� �� �N N� 16 N� 17 NN 18 �js � N� 4 No �� 6 �" 7 c� cc ���� 11 0 12 No 13 No 14 No 15 �� ��� / z co 00 `o z z z z oo 0 � � z z z N z z z (� z z z _z z S 00°24'50" E / i10 I BL oc%r % 6.85 / .,4,j /'25.00' 105 03' 60 01' 60 01' 60 01' 60 01' 60.01' 60.01' 60-01' 6.161' 60.01' 60.01' 60.01' 60.01' 60.01' 60.01' 60.01' 1 119.30' N / o N N cy) c6 r N rn 00 cn S 00*1511 E 20' ALLEMAN LATERAL WATER USERS 1093,60' _ co 1 - �� ASSOCIATION EASEMENT INST#109001403 S00°15'11"E36 4t�_� G"' i093�599328.79_ GOT READING UNDER PLS #4045 1129.35' PAVEMENT PATCH N 00'15'11" W CAROL'S SUBDIVISION N0.2 DID NOT DIG UP NOTES: I 1/4 CORNER 32 05 C.P.& F. NO 104016668 1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY, PRIVATE ROADS, OR ALLEYS SHALL HAVE A 10' PUBLIC UTILITY, MERIDIAN SANITARY SEWER, MERIDIAN 9) ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. NL LA STREET LIGHTS AND IRRIGATION EASEMENT. ALL SIDE YARD AND REAR LOT LINES OF RESIDENTIAL LOTS HAVE A 5' PROPERTY DRAINAGE AND IRRIGATION EASEMENT. 10) BUILDING SETBACK DIMENSIONS IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE ISSUANCE OF A BUILDING PERMIT. ���1 1S ERA 2) LOTS 2 THRU 9, 11 THRU 21, BLOCK 1 AND LOTS 1 THRU 7, 9 THRU 17, 19 THRU 27, 29 THRU 35, BLOCK 2, ARE SINGLE FAMILY RESIDENTIAL LOTS. LOTS 1, 0 4 10, 22, 23 AND 24, BLOCK 1; LOTS 8, 18 & 28, BLOCK 2; LOT 1, BLOCK 3, ARE COMMON OPEN SPACE LOTS AND SHALL BE OWNED AND MAINTAINED BY THE 11) BOTTOM ELEVATION OF STRUCTURAL FOOTING SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 49 BIENVILLE SQUARE OWNER'S ASSOCIATION. LOTS 25 THRU 30, BLOCK 1; ARE COMMERCIAL LOTS. LOT 23, BLOCK 1, IS A PRIVATE LOT FOR FUTURE DEVELOPMENT. 0A 3) IRRIGATION WATER HAS BEEN PROVIDED FROM THE NAMPA-MERIDIAN IRRIGATION DISTRICT, IN COMPLIANCE WITH IDAHO CODE 31-3805(b). LOTS THE 12) EXCEPT FOR THE SHOWN ACCESS APPROVED BY ACHD, ITD, AND THE CITY OF MERIDIAN, DIRECT LOT ACCESS TO EAGLE ROAD IS PROHIBITED SEE ITD PERMIT !k 1 WITHIN SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION #3-09-096. �- � rC X NAMPA-MERIDIAN DISTRICT. SEE OF LICENSE AGREEMENT INSTRUMENT #107155938 13) THIS PLAT IS SUBJECT TO DEVELOPMENT AGREEMENTS RECORDED AS INSTRUMENT NUMBERS 104107406 AND 107044347 OF ADA COUNTY RECORDS. EL E •�4 4) PRESSURIZED IRRIGATION SHALL BE PROVIDED TO ALL LOTS BY A PRESSURE SYSTEM WITH WATER SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. 14) LOTS 1 THRU 35, BLOCK 2, ARE ALLEY LOAD LOTS, AND LOT 23, BLOCK 1, SHALL BE GRADED TO PREVENT ANY DRAINAGE FROM ENTERING ANY ACHD RIGHTS 5) MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS OF WAY. ALL DRAINAGE FROM THESE LOTS WILL BE MAINTAINED ENTIRELY ON SITE. ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 15) LOT 18, BLOCK 2 IS A COMMON LOT FOR PRIVATE ROADS (ALLEY) AND IS COVERED BY A BLANKET EASEMENT FOR PUBLIC UTILITIES, MERIDIAN SEWER AND DEVELOPER: 6) A PORTION OF LOTS 21, 22 AND 24, BLOCK 1; LOTS 2, 3, 18 AND 35, BLOCK 2; ARE SERVIANT TO AND CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. WATER, PRESSURE IRRIGATION AND EMERGENCY VEHICLE ACCESS. ALL LOT OWNERS IN THE SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS -EGRESS MASON CREEK LLC THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON JUNE 1, 2004 AS INSTRUMENT No. "MASTER OVER THE SAID PRIVATE ROADS, AND THIS RIGHT OF INGRESS -EGRESS SHALL RUN WITH THE LAND. MERIDIAN, IDAHO 83642 104068411, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE EASEMENT-). THE 16) E. BOURBON LANE, N. CAJUN LANE AND E. PICARD LANE ARE PRIVATE ROADS AND ARE COVERED BY A BLANKET EASEMENTS FOR PUBLIC UTILITIES, MERIDIAN SEWER AND MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT WATER, PRESSURE IRRIGATION AND EMERGENCY VEHICLE ACCESS. ALL LOT OWNERS IN THE SUBDIVISION HAVE THE PERPETUAL RIGHT OF INGRESS -EGRESS OVER THE SAID SURVEYOR IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. PRIVATE ROADS, AND THIS RIGHT OF INGRESS -EGRESS SHALL RUN WITH THE LAND. 7) SUBDIVISION BOUNDARY REFERENCES RECORD OF SURVEY NO. 6418 STANLEY CONSULTANTS 17) A PERPETUAL PEDESTRIAN AND VEHICULAR CROSS ACCESS AND PARKING EASEMENT IS HEREBY DEDICATED TO ALL COMMERCIAL LOTS WITHIN THIS SUBDIVISION. (LOTS 25 MERIDIAN, ID., 83642 8) ACSS AND USE OF AL PARKING SPACS AND DRIVE AISLESCCES AGREEMENT TO ALL COMMECIAL LOTS. BE PROVIEDI ACCORDANCE WITHCONDITIONSA CROSSA LPARKING THRU 30, BLOCK 1) MAINTENANCE FOR SAIDLSPAC SE AND DRIVE AISLES SAS ROVIDEDDFORN THE COVENANTS,N ANDSRESTRICTION SEE INSTR MENTR#109001537 SHEET 1 OF 4 PROVIDED FOR THIS SUBDIVISION. ALL PARKING AREAS WALL HAVE A BLANKET EASEMENT FOR PUBLIC UTILITY, IRRIGATION AND PROPERTY DRAINAGE. 18) ANY PERMANENT LANDSCAPE EASEMENT, PRIVATE ROADS AND PRIVATE OWNER ASSOCIATION SEEPAGE BEDS/DRAINAGE BOOK PAGE FACILITIES SHALL BE MAINTAINED BY THE BIENVILLE SQUARE OWNERS ASSOCIATION. 19281 1/1U/o.,