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Preliminary Plat Rev2 Buffer PRELIMINARY PLAT N of BORDEAUX ESTATES SUBDIVISION E. CHOLLA HILLS DR I III II �L PARCEL OF LAND LYING IN THE SOUTH 1 /2 OF THE NORTHEAST 1 /4 OF SECTION 25, TOGETHER WITH LOT 5, BLOCK 49 OF PARAMOUNT SUBDIVISION NO. 21 , FILED IN BOOK 105 OF PLATS PAGES 14238 SIT LocAT1oN z THROUGH 14240, T.4N., RAW. , B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2022 i g 57025 N MOERIDIAN ROAD S04251 41 990 W. PRODUCER LANE ' I O GD EMMONS ANDREA S� a: 5670 N PEPPARD AVE I ! _-�* II>••`,, N p0 R6905370250 j 45CN 7E PARAMOUNT �% a$ ELEMENTARY O f ` / SCHOOL v M I Q co + 3 0�0 N E. QUINTESSA DR rn j � I N " • 5 o [ I GI 1 V) PO ' I N. PRICE AVE • tea Lr) o LOT 1 N LOT 2 0.56 ACRES J N I 0 47ACRES VI MAP CINITY IDAHO PRELIMINARY PLAT NOTES GRAPHIC SCALE 1. ANNEXATION WITH A REZONE TO R8 30 0 15 30 60 120 1 2. MINIMUM LOT SIZE IS 0.42 ACRES WITH A MAXIMUM LOT _ M ° SIZE OF 0.6 ACRES. _ \ -� -- -. _. N4�i N ° 3. ACHD RIGHIT-OF-WAY DEDICATION ALONG THE EAST LINGER PAUL R �j� t- } 564$ N PEPPARD AVE I,�I / j Wj� z R6905370240 BOUNDARY WITH A TOTAL WIDTH OF 39 FEET. ( IN FEET } \;o'' 1 ! I _ 4. ALL INTERNAL ROAD ARE TO BE PRIVATE. 1 inch = 30 ft. +� \ Lo w 5. ALL EXISTING IRRIGATION IS TO BE PIPED FOR CONTINUAL I USE o 6. EXISTING STRUCTURES ARE TO BE REMOVED OR TO BE LEGEND 04 o BROUGHT UP TO CITY OF MERIDIAN STANDARDS WITH 1 a - ��� '• `! z APPROPRIATE SETBACKS. LOT LINES NEW Iry N 1� r•�� / _.� i" �` z (0 - - BOUNDARY LINE Z N89' 28' 20"W 84.04' s LOT r ACRES >N89' 28' 20'W 104,00' ¢ 25go I LOT LINES EXISTING — — — I-, / w ( N Q I— �` ' �.i — - - — LOT LINES NEW I V) �• 1 � <2s �..`:� •x � � FENCE \ `. I PWR PWR OVERHEAD POWER W _ II o � j 11 0 GRAVITY IRRIGATION LINE 01-0 I I � � j�,..ti •. I ALEXANDER ROBERT 5626 N PEPPARD AVE LOT 3 I EDGE OF ASPHALT 0 _ Curve Table R6905370230 0.33 ACRES f I q EDGE OF CONCRETE .' o o ICurve Length Radius Delta Chord Direction Chord Length . � o � , LOT 5 -�`\r � �, OO FOUND 5/$" IRON PIN _-_ 6 0.39 ACRES ` ^ ;: " " O FOUND 1/2" IRON PIN 1 C1 23.43 25.00 53' 41 36 N26' 25 52 W 22.58 C2 255,81' 51.00' 287' 23' 13" N89' 35' 04"W 60.39' QQ SET 5 8" IRON PIN Ln w C3 23.43' 25.00' 53' 41' 36" S27' 15' 44"W 22.58' I] SCRIBED "X" IN CONCRETE Q/ LO Nco C4 47.89 51.00 53' 48 20 N26' 22 30"W 46.15 BRASS CAP MONUMENT FOUND C-0 `� DECIDUOUS TREE W c� » » z 4.0�' 00 C5 $0.01 51.00 89' 53 16 N45' 28 18 E 72.05 12.50' ACCESS E`J SEMENT I " ' " QD EXISTING STORM DRAIN MANHOLE N I L3 7 � C6 80.21 51.00 90 06 44 S44 31 42 E 72,20 r+� INST. NO. 11 106162J ALDINGER FAMILY TRUST - — 1 f° » ' �' ® EXISTING TELEPHONE PEDESTAL - .... r 00 Rsso537oa2o �I ._- I I i• EXISTING POWER POLE �. G E NO' 26' 39"E N8 20 39 b ,RR IRRIGATION CONTROL VALVE 27.1 O'-\ 4 -- `I NO' 24' 56"E�� NO' 24' 56"E �L? , ELECTRIC BOX - - — .— � - - - 47.70 I -47.61' — � — — \ s -� rC LIGHT POLE -` - -- _ CONIFEROUS TREE I _ 2588 Line Table G EXISTING SANITARY SEWER MANHOLE S c. D - - EXISTING IRRIGATION MANHOLE Line Length Direction — / ® WATER VALVE 0 L1 3.45' N 51' 49' 03"W ) O- SWR SWR SWR SWR R - SWP, WI - - SWi - SWR - 5WR SWR S FIRE HYDRANT Z c J y I L2 5.04' S89' 46 43 W F- ® SANITARY SEWER CLEAN OUT 0 L3 34.73' SO' 23' 08"W � WEST PRODUCER DRIVE � CE- � � N ' + �OWNER - ' ©= I -- — IRRIGATION PUMP � �, L4 39.00' N89' 25' 24"W ® WATER METER 2 NORTH HOMES, LLC 2590 WEST PRODUCER DRIVE l ELECTRIC METER PO BOX 8362 �- � w BOISE, ID 83707-2362 H2O H2O H2O H2O H2O H2O H2O - H2O --- H2C 1 1-120 H2O - -' -� //�� � EXISTING 5' CONTOUR LINE NAVD88 DATUM � (208)866-5468 JEAN ETTE@JEANETTENEWBOLD.COM CONTACT: JEANETTE NEWBOLD L L S //�� ` EXISTING 1 CONTOUR LINE NAVD88 DATUM ARCHITECT: 2588 ' \OE G Z — PARAGON DESIGN - - l z o PROJECT NO DATE R q 14065 W TALON CREEK DR , �r7�b 15758 '� 220111 07 20 2G22 BOISE, ID 83713 (801)521-6189 ����� sr �o SCALE DESIGNED I CHECKED CONTACT: 4rC of 1�� 1"=20' CS I EJH (A)MIKE DOUGAL �R�c ROW PR° SURVEYOR: JJ HOWARD, LLC BOUNDARY ONLY PRELIMINARY 5983 W STATE ST, STE D BOISE, ID 83703 PLAT (208)846-8937 CONTACT:FRIG HOWARD, PLS PROJECT HORIZONTAL AND VERTICAL INFORMATIONNOTICE TO CONTRACTOR IDAHO STATE PLANE WEST ZONE, NAD 83 (2011) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN CIVIUSITE ENGINEER: PROJECT ORIGIN COORDINATES IN AN APPROXIMATE WAY ONLY, THE CONTRACTOR SHALL N=730449.35 DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR ACKERMAN-ESTVOLID E=2449403.99 TO COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE 7661 WEST RIVERSIDE DR, STE 102 Z=2570.79 FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS GARDEN CITY, ID 83714 COMBINED SCALE FACTOR=1.000149102885 FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL pp�i (208)249-7484 CONTACT: DUSTIN HAYES VERTICAL DATUM NAVD88 UNDERGROUND UTILITIES. CALL DIGLINE 1-800-342-1585. GEOID 2018