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Public Utilities V1- W. MCMILLAN ROAD - — 1 I , I _ I o Z W. BELLTOWER DR. VICINITY MAP I PROJECT _ SCALE: 1 "=500' LOCATIONI t I W. TESINO DR. ) / OWNER/DEVELOPER ENGINEER/SURVEYOR MCCARTER MOORHOUSE LLC. MASON & ASSOCIATES, INC. 4660 N. PENNGROVE WAY STE. 100 924 3rd ST. SOUTH MERIDIAN, ID 83646 NAMPA, ID 83651 (208) 908-1332 (208) 454-0256 invoice@mccorter-moorhouse.com PROJECT NARRATIVE 1. PROPERTY IS IN FLOOD ZONE X, AREA OF MINIMAL FLOOD HAZARD PER FEMA MAP NUMBER 16001CO143J. MAP REVISED JUNE 19, 2020. 2. THIS SUBDIVISION IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT RECORDED AS INSTRUMENT N0.100079863 RECORDS OF ADA COUNTY, IDAHO. 3. IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE 31-3805(1)(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. 4. SANITARY SEWER SHALL BE PROVIDED BY CITY OF MERIDIAN. 5. DOMESTIC WATER SHALL BE PROVIDED BY CITY OF MERIDIAN. 6. STORM WATER TREATMENT AND DISPOSAL WILL BE IN ACCORDANCE WITH THE MOST CURRENT BEST MANAGEMENT PRACTICES. STORM WATER WILL FLOW TO CATCH BASINS AND BE TREATED IN UNDERGROUND SEEPAGE BEDS. 7. ALL DRIVE AISLES WILL BE FIRE LANES AND HAVE SIGNS STATING "FIRE LANE NO PARKING". MOORHOUSE PLAZA SUB1:)0►V1S/ON PRELIMINARY PLAT LOT 2, BLOCK 6, BRIDGETOWER CROSSING SUBDIVISION NO. 2 A PART OF THE SW 114 NW 1A SECTION 35, T. 4 N., R. 1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO 2022 N 1/16 PLS 18780 I I t i I 1 I I 'I I II I I of 1 I I 1 jil I I III t li! 1 tl I I 1 I 111' 311 I I OilII o o'1 PLS i �1 I7 �II Ili I Ir I 3! I u I II f I I I I I I I I I i p I I I I II III � l I 2 II I II I o; O it �1 ,1 3 I 1 I I' II II OI M I I II I II I h;l i;W II it I N o , I Z I I ' i i II ;7BI I ' ,I �I s I ill l ----SE) ---..---�1i ' m l� Ii I I LLII I II II PLS' lI I 11779 lit I yl I� it II II III ' ml I Ilf ; 71 I 14 I I Ilt I I I I I I I5 I to I I u I I I I II I I I II I I I.W l 1.1n ^ , I--_-.-___.-_- �I 110 NI I I I Ij ml I I iill !i III ; W 1/4 m In PLS 18780 S89'11 23'E 40'00' 11779 I I ! II X I I I I I I I I X i i I I 1 I ' 3 II 0 1 i -35.0' I, LANDSCAPE S89107'10 E — 358.00, 179' — I — — — — — — ns' 1' IDAHO POWER 1 I; EASEMENT 17,687 SQ. FT. I I 179' - t I I I 1 EXISRNG 5' SIDEWALK I I 4 m I I 17,687 SQ. FT. METER II � 79' i- Fcw X EXISTING 5' SIDEWALK I I I I I I I X I I i I I I I I i I i I S m 2 17,687 SQ. FT. 179' y I 3 17,687 SQ. FT. PI SERVICE I II EXISTING SSMH I RIM.2555.20 , 11 � I i I, i it II II �I 1 II II I I I ,I I II ,I I II I II w PLS 4998 1 I l r I I IN I I I I U la I oft I4 !w i It Ij�25.0' CROSS ACCESS 1 li AND CITY SEWER EASEMENT li 6 I t I I I W I I I I � I 011 Q is I N I \G TRANSFORMER =I �ii VIND I I CAP I \ R II � II cc-------5------ ------- r--- S of r 18M #2 EXISTING SSMH 1 RIM: 2555.26 t IE(8-): 2548.65 I i t 0 15 30 60 Scale: 1 "=30' LEGEND ® Benchmark ® Found Aluminum Cap Monument Found Brass Cap Monument 0 Found 5/8" Iron Pin ® Sewer Service Cleanout OExisting Sanitary Sewer Manhole Existing Storm Drain Manhole G Existing Power Pole Existing Gate Valve Existing Water Meter 'r Existing Telephone Riser Existing Fire Hydrant Existing Street Light �- Existing Sign L Existing PI Service c Existing Sewer Cleanout -'oar Natural Ground Contour Line — - - Property Boundary Line — - - - — Section Line Lot Line - - - - - - - Easement Line ------ EP------ Existing Edge of Pavement ------LOG------ Existing Lip of Gutter ------- w-------- Existing Water -------x-------- Existing Fence ------ oNP------ Existing Overhead Power ----------ucP--------- Existing Underground Power ------ 113 ---- Existing Top of Bank -------s----- -- Existing Sewer -------- ss-------- Existing Sewer Service ------ SD ------ Existing Storm Drain ------ ucT------ Existing Underground Telephone -- - - --low---------- Existing Face of Walk -------scw------- Existing Back of Walk Proposed drywell s Proposed 8" sewer main M Proposed sewer manhole sL Proposed 4" sewer service PROJECT BENCHMARKS TBM #1 FOUND CHISELED "X" IN THE EASTERLY SIDEWALK ON N. TEN MILE ROAD. NAVD88 ELEVATION= 2556.97 TBM #2 CENTERLINE SANITARY SEWER MANHOLE COVER AT THE CENTER OF THE DRIVE AISLE 30' +/-SOUTH OF THE PARCEL. NAVD88 ELEVATION= 2555.26 Nu I r: STAMPING OF THE PRELIMINARY PLAT BY THE PROFESSIONAL LAND SURVEYOR PERTAINS ONLY TO THE SUBDIVISION BOUNDARY SURVEY. Oca 0 f°�cai�o w °o1n>x� SrX N W J Q a -VWj � o �O Q 3 W W Q W