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Home My WebLink AboutPreliminary Plat V1I W. MCMILLAN ROAD — — I , O _ \ LU z W. BELLTOWER DR. / VICINITY MAP I PROJECT SCALE: 1 "=500' LOCATIONI I ti W. TESINO DR. I / OWNER/DEVELOPER MCCARTER MOORHOUSE LLC. 4660 N. PENNGROVE WAY STE. 100 MERIDIAN, ID 83646 (208) 908-1332 dovid@mccorter-moorhouse.com ENGINEER/SURVEYOR MASON & ASSOCIATES, INC. 924 3rd ST. SOUTH NAMPA, ID 83651 (208) 454-0256 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 NO.100079863 RECORDS OF ADA COUNTY, IDAHO. 3. IRRIGATION WATER HAS BEEN PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE M7H 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". W 114 PLS 11 TUMM PLAZA SUBI:IVISIOIN 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 1116 PLS 18780 I I I I I i I II I II I I ICI g I of i I I r I I ;ii i I I II� I i I III a I 31 o x III (�p� U I ii 1 I II I I BRIDGETOWER CROSSING SUBDIVISION NO. 2 BOOK 86 PAGES 9641-9643 II 3m i I il� I I ;I liil I III ' � hl� I I 2 I �_ _ S89 07'10'E 358.00' of — — — — — g l i LS I j t 7s' i t 11779 I m 1 ns• 1 PI SERVICE i 'I 35.0' II LANDSCAPE III I EASEMENT I l i I II I o f i q 33.0' I IDAHO POWER 1 EASEMENT 2 17,687 87 SQ. FT. SQ.687 FT. 3 II I ,I N I I � I o; 0 I ^ II I I�I jl I II I i Il I I I II I I 31 o f I I I d I I 179' S 179' S� N i t I I I I x N o i t I EXISTING SIDEWALK - I I i O� it I I I ;IBM 11 i l l 4 3 II m )I j 17,687 17,687 SQ. FT. SQ. FT. i I p EX"ISTIN—G _WwATER METER �� ---JyIJ I c EXISTINGlI - w 7RANSFO RMER 17s' 179' PLSS8sro7'1oE— ..� 11779 I FOW._� OW - \8.0�_ eOw r EXISTING 5' SIDEWALK r H '\ �- II I A I OI G I, (0c, ------s----------- I I �I i Ili i I I � BRIDGETOWER CROSSING lu G SUBDIVISION NO. 2 BOOK 86 N '� IZ ✓� PAGES 9641-9643 I I I II I I I l i l u I r I 1 I II I II I 1 IIW I I I If0 NI I I t l l i i l PSI I I ' I II Ii i I I 11� j l S897f'23"E I I ' I ! li II I II I PLS 11779 it EXISTING SSMH RIM:2555.20 II E(8'):2546.62 I II ' II � II I li �I I II II I II II I I I I II I I: I it I ii I I a PLS ._..l,I w I 4998 I N i I I I I I I li I I r; I I 14 I I I I I I 0 15 30 60 Scale: 1 "=30' LEGEND in Benchmark ® Found Aluminum Cap Monument 4a Found Brass Cap Monument ® Found 518" Iron Pin 0 Sewer Service Cleanout (D Existing Sanitary Sewer Manhole C� -0 Existing Storm Drain Manhole rp) Existing Power Pole 01 Existing Gate Valve Existing Water Meter (� Existing Telephone Riser Existing Fire Hydrant T Existing Street Light -a Existing Sign 4__ Existing PI Service Existing Sewer Cleanout —o Natural Ground Contour Line — — — Pro erl-Y d Bounar Line BRIDGETOWER CROSSING — — — — — SUBDIVISION NO. 2 BOOK 86 PAGES 9641-9643 -- EP -- -- Ir~-25.0'T CROSS ACCESS Ii AND CITY SEWER EASEMENT ,I sL J NO CAP m li I A I II r I II Y P Section Line Lot Line Easement Line Existing Edge of Pavement Existing Lip of Gutter Existing Water Existing Fence Existing Overhead Power Existing Underground Power Existing Top of Bank Existing Sewer Existing Sewer Service Existing Storm Drain Existing Underground Telephone Existing Face of Walk Existing Back of Walk Proposed 8" sewer main Proposed sewer manhole Proposed 4" sewer service PROJECT BENCHMARKS 1 -s---{S�TBM #2 IBM #1 EXISTING SSMH ! FOUND CHISELED "X" IN THE EASTERLY SIDEWALK ON N. TEN MILE ROAD. RIM:2555.26 NAVD88 ELEVATION= 2556.97 IE(8 ):2548.65 i TBM #2 CENTERLINE SANITARY SEWER MANHOLE COVER AT THE CENTER OF THE DRIVE AISLE 30' +/--SOUTH OF THE PARCEL. NAVD88 ELEVATION= 2555.26 NOTE: STAMPING OF THE PRELIMINARY PLAT BY THE PROFESSIONAL LAND SURVEYOR PERTAINS ONLY TO THE SUBDIVISION BOUNDARY SURVEY. ti 0 m 0 15 30 60 Scale: 1 "=30' LEGEND in Benchmark ® Found Aluminum Cap Monument 4a Found Brass Cap Monument ® Found 518" Iron Pin 0 Sewer Service Cleanout (D Existing Sanitary Sewer Manhole C� -0 Existing Storm Drain Manhole rp) Existing Power Pole 01 Existing Gate Valve Existing Water Meter (� Existing Telephone Riser Existing Fire Hydrant T Existing Street Light -a Existing Sign 4__ Existing PI Service Existing Sewer Cleanout —o Natural Ground Contour Line — — — Pro erl-Y d Bounar Line BRIDGETOWER CROSSING — — — — — SUBDIVISION NO. 2 BOOK 86 PAGES 9641-9643 -- EP -- -- Ir~-25.0'T CROSS ACCESS Ii AND CITY SEWER EASEMENT ,I sL J NO CAP m li I A I II r I II Y P Section Line Lot Line Easement Line Existing Edge of Pavement Existing Lip of Gutter Existing Water Existing Fence Existing Overhead Power Existing Underground Power Existing Top of Bank Existing Sewer Existing Sewer Service Existing Storm Drain Existing Underground Telephone Existing Face of Walk Existing Back of Walk Proposed 8" sewer main Proposed sewer manhole Proposed 4" sewer service PROJECT BENCHMARKS 1 -s---{S�TBM #2 IBM #1 EXISTING SSMH ! FOUND CHISELED "X" IN THE EASTERLY SIDEWALK ON N. TEN MILE ROAD. RIM:2555.26 NAVD88 ELEVATION= 2556.97 IE(8 ):2548.65 i TBM #2 CENTERLINE SANITARY SEWER MANHOLE COVER AT THE CENTER OF THE DRIVE AISLE 30' +/--SOUTH OF THE PARCEL. NAVD88 ELEVATION= 2555.26 NOTE: STAMPING OF THE PRELIMINARY PLAT BY THE PROFESSIONAL LAND SURVEYOR PERTAINS ONLY TO THE SUBDIVISION BOUNDARY SURVEY. ti 0 m BRIDGETOWER CROSSING — — — — — SUBDIVISION NO. 2 BOOK 86 PAGES 9641-9643 -- EP -- -- Ir~-25.0'T CROSS ACCESS Ii AND CITY SEWER EASEMENT ,I sL J NO CAP m li I A I II r I II Y P Section Line Lot Line Easement Line Existing Edge of Pavement Existing Lip of Gutter Existing Water Existing Fence Existing Overhead Power Existing Underground Power Existing Top of Bank Existing Sewer Existing Sewer Service Existing Storm Drain Existing Underground Telephone Existing Face of Walk Existing Back of Walk Proposed 8" sewer main Proposed sewer manhole Proposed 4" sewer service PROJECT BENCHMARKS 1 -s---{S�TBM #2 IBM #1 EXISTING SSMH ! FOUND CHISELED "X" IN THE EASTERLY SIDEWALK ON N. TEN MILE ROAD. RIM:2555.26 NAVD88 ELEVATION= 2556.97 IE(8 ):2548.65 i TBM #2 CENTERLINE SANITARY SEWER MANHOLE COVER AT THE CENTER OF THE DRIVE AISLE 30' +/--SOUTH OF THE PARCEL. NAVD88 ELEVATION= 2555.26 NOTE: STAMPING OF THE PRELIMINARY PLAT BY THE PROFESSIONAL LAND SURVEYOR PERTAINS ONLY TO THE SUBDIVISION BOUNDARY SURVEY. ti 0 m