Loading...
PZ - Pre plat - Vicinity Map: CLM Ng1°35'27"E 158.13' — _ EDR �R EDR — EDR— E DR � S86° -2647 18'23"E 471.33' I EDR— — _ � \ C 346 I IRR 55 �2642 I Ft EG X X _ 265 . �FL _ I FF E OVERLAND x FL EDRp 264g �:. � c5 c) .. EG �p J 4g 2 I m CD FLU LIBLI� (ZE Jp 6 264> I i SITE zv ^� FL FL FL FL =EG Cl6 646 264 264 S I I E ° ! s N � m cn R 4 6 p ' 3\ m N Ft 24 z.... F � � � Z _ � 41 PO Project Summary: Y o 2-1 co J I N � ��' X ' PROJECT LOCATION: BEING A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 17 TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN CITY OF w o I C-) MERIDIAN,ADA COUNTY, IDAHO z _J0 cn r rt' -� TOTAL PROJECT AREA: 34.62 AC± cwoo � I cn m a� - N Y a I W o AT THE TIME OF THIS SURVEY,THE CURRENT ZONING CLASSIFICATION IS C-G. V �= S64°07'46"E 23.82' '� • THE PROPERTY DELINEATED HEREON IS LOCATED IN FLOOD ZONE X,AREA OF MINIMAL FLOOD HAZARD,AS SPECIFIED ON FEMA FLOOD INSURANCE RATE MAP 16001 CO251 J WITH AN EFFECTIVE DATE OF JUNE 19, 2020. I UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE LOCATIONS SHOWN HEREON ARE BASED UPON ABOVE GROUND EVIDENCE, DIGLINE MARKS AND UTILITY COMPANY FACILITY MAPS.THE SURVEYOR MAKES NO GUARANTEE OF THE ACCURACY OF LOCATION OF UNDERGROUND UTILITIES. HORIZONTAL DATUM: NAD 83 STATE PLANE COORDINATES IDAHO WEST ZONE 1103 VERTICAL DATUM: NAVD 1988 26s3 CIDI Notes: I o 20'CITY OF MERIDIAN 1. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION USE.ALL LOTS WILL BE SEWER EASEMENT PROVIDED PRESSURE IRRIGATION SUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT. 2. EASEMENTS:AS SHOWN 3 Do w 2.1. ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT. I z � ` N W - O ® • m o 3. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. BLOCK 1 M D z O C", D Cn M 4. BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A CD N BUILDING PERMIT. F ti,v, r 5. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. FG 6. ALL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. 7. ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TO THE ADA COUNTY HIGHWAY DISTRICT. STREET 26S �w _ CONSTRUCTION WILL BE IN ACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS AND REQUIREMENTS OF THE IDAHO PHASE 2 HASE 1 J I 2 �"`°" STANDARDS FOR PUBLIC WORKS CONSTRUCTION. o � ryyy CC CD N z " I LOT 2 LOT 1 I� W22 W a 1` w I 11 .67 AC+ 15.88 AC+ Cn � z z I ' ���j • X w co I ` Property Owner: m U 70 T D WINCO FOODS, LLC. C V z PO BOX 5756 < 00 I D�C7 BOISE, ID 83705 z r C r I z m W G w LnI �I ' + rn D wl 1 Developer: 1N , L �" oO _�oAl I N n o � ^ m c MORGAN HOLDINGS & STONEHILL o m D z I 42-L - � ; �, D r W CnN , 0 7301 PEAK DRIVE, SUITE 200 NI PHASE LINE °° LAS VEGAS, NV 89128 M V) N N 00' o Cg 0 0 00 0 Z 81 A s 9 � Engineer, Surveyor, Planner. CLI `'� THE LAND GROUP, INC. PAN CONTACT: TAMARA THOMPSON (PLANNER) co '' c9oo 8°W, 8"W R ^� y 8"w r- 8°WI X' > �� CONTACT: JASON DENSMER, PE (ENGINEER) 468-LF 8-IN C900 C, s, 44-LF 8-IN C900 �— — —C EIW, — -4 °° — �� CONTACT: MICHAEL FEMENIA , PLS (LAND SURVEYOR) s"ss�' m — 8„ss S _ 249-LF 8-IN SS 203-LF 8-IN SS 66-LF 8-IN SS � �' 462 E. SHORE DR., SUITE 100 ■� o I � oo y m o EAGLE, ID 83616 ks� I I 338' o z � ■ wo PH: 208.939.4041 Q I I --___2647 I o O r 40' ■ 0 0 cn I BC BC F- wJ < o m O°Cn I N Y LJJ CD cc I I Cn 10 CD O I • O I I z � I C4 Legend: am BLOCK 2 ti o o FOUND BRASS CAP MONUMENT - - PARCEL BOUNDARY LINE N LOT 1 y T FOUND 5/8"MONUMENT — - - - - - - — ADJACENT PROPERTY LINE 53\LF 8-IN C900 I � � O• FOUND 1/2"MONUMENT — — TIE LINE \ 5■60AC ± IrnmCn TEMPORARY BENCHMARK SECTION LINE Cc r 0 CALCULATED POINT, NOTHING FOUND OR SET - -- -- - -- -- -- EASEMENT LINE O CD wV cn I o D o ® WATER VALVE EG EG EDGE OF GRAVEL ■ o -__--- OW WATER MANHOLE EP EP EDGE OF PAVEMENT -XXXXX- FENCE LINE of W 10'IPCo EASEMENT D r OD STORM DRAIN MANHOLE CD Q ® RECTANGULAR INLET R/W RIGHT-OF-WAY LINE ■ w CAI I I OS SANITARY SEWER MANHOLE SS SS SANITARY SEWER LINE HG SD SD STORM DRAIN LINE U) J °OI ® IRRIGATION HEAD GATE ■� o ap J o W W WATER LINE cn o ER IRRIGATION BOX •�J z • TOP w CZ GIRR GRAVTOP TOP OITY F DITCH IRRIGATION LINE J I■■ 00 I ELECTRIC BOX - ; - STREET LIGHT - CnI rn N I D TELEPHONE RISER I N � FL FL BOTTOM OF DITCH L CD N m OHP Revisions w 0 SIGN OVERHEAD POWER LINE 1 o Cnn oN U� I � I I ' W CnUGP UNDERGROUND POWER LINE 1 L z � I I o I i � � T T T UNDERGROUND TELEPHONE LINE w — 0 z wl 0 7° I I o o G G NATURAL GAS LINE W o of ,,, , I * r- � O .,A ; . CONCRETE AREA r m W z W m co U_ a i I I C, D � o o rn; CURB AND GUTTER m cn 00 N 0 � o rn r �r ` �-2650 EXISTING GROUND CONTOUR o 0 00 264 / M — — - oo z cn ^� < 5 i r- � O I I 0 r M N m o n N89°59'5 "E 71.9 ' I S89°59'52"W 18.04' ACHD ROW D 0 o c>i� m L -- N00°24'05"E 9.19' m m m m - _ L �— -�- ;FL N41°30'26"W 29.30' PARCEL BOUNDARY LINE m m n � � / z N 72.41 BC BC z � m R/W ------ - - -- - - - - - - --� - - - -- - - -- __ �_____ =-- - --_--- - - - �, N00°24'05"E 11.58' - - F - - - FL- - - -F� - - -- FL- - --FL — L- -- FL -- - � FL W - FL - FLU FL z -- - ° S89°46'00"W 600.41' _— — — —— — —— — EG p _ p _ E CPF#103135428 ° ° . N45°33'34"E 28.68' E W R1 g W ° - � s. O O _ ILL, 4r o �0 652 65� 0 ,o Op o o I o00 -2649 o�� 2650 265 o p ��2 � /2 265 0 w ---- ------------ �11/ n n 1A1 r 1Al IA/ IAI ✓n, - - N -- z 12 W =D D N = EAST OVERLAND ROAD PUBLIC N89°46'00',E 2656 84' D -- -- 1328.39' 12W up $�pNAL S� SD SD SD S s s s c c - ��'��t;\ST o \ HA 54'UNLESS NOTED OTHERWISE 10961 S 1/4 COR. SEC.17 CPF#103135427 7' 40'UNLESS NOTED OTHERWISE 7' s o 5' VARIES 20' MIN VARIES 20' MIN 5' TgTe OF 0xx 1.75%+0.25/ VARIES 18' MIN VARIES 18' MIN 1.7 o o,0 I �`sDNDEN Curve Table � 2°, 2% -- � 02/04/2021 Project No.: 120124 CONCRETE SIDEWALK Date of Issuance: 01.15.2021 CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD LENGTH TYP BOTH SIDES ASPHALTAPVEMENT Project Milestone: STANDARD VERTICAL 3/4"MINUS CRUSHED GRAVEL C1 633.15' 1,809.86' 20°02'39" S74°09'06"E 629.93' CURB&GUTTER TYP 6" MINUS PIT RUN BOTH SIDES s o C2 63.33' 1,809.86' 2'00'18" N85°10'34"W 63.33' E. Cinema Drive & S. Wells Ave Preliminary Plat Preliminary Plat Winco Wells Subdivision 50 100 Scale: NTS Horizontal Scale: 1" = 50' Ppol