Loading...
HomeMy WebLinkAboutC-1.0 V1W. MCMILLIAN ROAD I BRIDGETOWER CROSSING NO.7 a I N. VICENZA WAY—W o � O _ BRIDGETOWER WER U CROSSING NO.5 Z U Q I W. BELLTOWER DR. \ I N. CECINA PL. VICINITY MAP ( I SCALE: 1 "=500' I I //`/jj BRIDGETOWER �J�{1j CROSSING NO.2 PROJECT LOCATION \_ � ' I I PROJECT BENCHMARKS r r-- BRIDGETOWER l CROSSING NO.3 TBM #1 FOUND CHISELED "X" IN THE EASTERLY SIDEWALK ON N. TEN MILE ROAD. NAVD88 ELEVATION= 2556.97 IBM #2 CENTERLINE SANITARY SEWER MANHOLE COVER AT THE CENTER OF THE DRIVE AISLE 30' +/--SOUTH OF THE PARCEL. NAVD88 ELEVATION= 2555.26 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTACT DIG -LINE AT 1-800-342-1585. PRESSURIZED IRRIGATION OWNED BY BRIDGETOWER CROSSING SUBDIVISION TUMM PLAZA SI.JBnIVISION CONSTRUCTION K>RAWINGS 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., PS ,876D MERIDIAN, ADA COUNTY, IDAHO 2022 I I I I I I III p � , 1 � jli i I I III 2 I Ili ' , P 1 PII I I ilk I I �II III ' II I ,I II 111 y � it iii I M1 II I I N uj 11 � I 1 it i I I� I fbll , II I I l i L' I Pit , 1 yl I to III ,I I � I , II 'I xl I i I ICI I I' \0 I li I �i N I io I I. I II !I III II I It,W ,I I I� nl I 17o NI I I JIB II I "m d I W 114 S897123'E PLS 18780 4000. PLS 11779 BRIDGETONER CROSSING SUBOMSION NO. 2 BOOK 86 PAGES 9641-9643 BRIDGETONER CROSSING SUBOMSION NO. 2 BOOK 86 PAGES 9641-9643 368.00' it of , II i of ------.s--- )07BM'12 EXISTING SSMH RIM: 2555.26 II IE(8 ): 2548.65 j SHEET INDEX SHEET 1: COVER SHEET SHEET 2: SUBDIVISION LAYOUT SHEET SHEET 3. NOTE SHEET SHEET 4. DETAIL SHEET SHEET 5: DIMENSION SHEET SHEET 6: GRADING, DRAINAGE AND UTILITY SHEET SHEET 7: SEWER PLAN AND PROFILE This Document, and the Concepts, Ideas and Design Incorporated herein are an instrument of professional services and are the Property of Mason and Associates, Inc., therefore they are not to be used in whole or part for any other project without the express Written Authorization of Mason and Associates, Inc.© All construction shall conform to the 2020 edition of the Idaho Standards for Public Works Construction, most current edition of City of Meridian Supplemental Specifications, and the Applicable Irrigation District Standards. 0 15 30 60 Scale: 1 "=30' PERMIT NO. LEGEND ® Benchmark ® Found Aluminum Cap Monument 0 Found Brass Cap Monument ® Found 518" Iron Pin ® Sewer Service Cleanout Existing Sanitary Sewer Manhole [� Existing Storm Drain Manhole Existing Power Pole ® Existing Gate Valve cll� Existing Water Meter CIO Existing Telephone Riser -Q- Existing Fire Hydrant Existing Street Light T Existing Sign Existing PI Service Existing Sewer Cleanout i-oo"_ 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 ------ oHP------ Existing Overhead Power ------ UGP------ Existing Underground Power -- - -- - - Te-- -- - - -- Existing Top of Bank ------- s------- Existing Sewer ------ss ------ Existing Sewer Service ------- so ------- Existing Storm Drain ------UGT------- Existing Underground Telephone ------,row------ Existing Face of Walk ------BOW------ Existing Back of Walk Proposed drywell O O 1,000 Gallon sand and grease trap Fal DB-350 sediment tank ® 30" precast manhole s Proposed 8" sewer main ® Proposed sewer manhole SL— Proposed 4" sewer service NOT APPROVED FOR CONSTRUCTION N O ¢ O M p 04 z II O O O z zal W O C) U ai o W