Midwestern Engineers, Inc. Plan Preview

UTILITY DISCLAIMER PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION {HORIZONTAL AND VERTICAL) OF ALL EXISTING UTILITIES INCLUDING___________ __ BUT NOT LIMITED TO GAS, WATER, AND SANITARY SEWER. ANY CONFLICTS SHALL BE -----,--+------------- REPORTED IMMEDIATELY TO THE ENGINEER AND THE APPROPRIATE AUTHORITIES. GENERAL UTILITY NOTES 1. CONTRACTOR TO BE RESPONSIBLE FOR VERIFYING & APPLYING FOR UTILITY SERVICE WITH EACH UTILITY COMPANY PRIOR TO STARTING CONSTRUCTION. 2. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE SURVEY AND RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 3. lT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THEIR PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FJELD BEFORE WORK IS STARTED OR RESUMED. 4. ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 5 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. CONTRACTOR TO SUPPLY All TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. All CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.$.H.A. STANDARDS FOR WORKER SAFETY. 7. REFER TO MECHAN!CAL, ELECTRICAL AND PLUMBING PLANS FOR CONTINUATION OF UTILITIES WITHINS FEET OF STRUCTURES. 8. PRESSURE UTILITY SERVICE LINES MAY NEED TO BE INSTALLED AT A DEPTH GREATER THAN THAT SPECIFIED OR SHOWN ON THE DRAWINGS TO CLEAR EXISTING AND PROPOSED CROSSING UTILITIES. IN SUCH CASES, THE CONTRACTOR SHAll lNSTALL VERTICAL BENDS AS REQUIRED TO ACHIEVE APPROPRIATE CLEARANCE BETWEEN THE CROSSING UTILITIES. 9. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT ALL TIMES. A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN WATER LINES AND SEWERS SHALL BE MAINTAINED AT CROSSINGS. 10. PIPE LENGTHS WHERE SHOWN ARE MEASURED FROM CENTER TO CENTER OF STRUCTURES ROUNDED TO THE NEAREST FOOT. WATER & SEWER UTILITY PLAN NOTES: (i) 0 0 0 0 0 0 CD 0 6 INCH SANITARY SEWER LATERAL, PVC SDR-26 AT 1% SLOPE TO CONNECT TO EXISTING 8" SEWER MAIN. CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION. THE POINT OF COMMENCEMENT FOR LAYING OF THE BUILDING SEWER PIPE SHALL BE AT THE CONNECTION TO THE MAIN SEWER AND SHALL BE LAID WITH THE BELL END POINTING UPGRADE. THE GRAVITY SEWER SHALL BE TESTED FOR INFILTRATION BY MEANS OF A LOW PRESSURE AIR TEST. THE TESTING SHALL BE IN ACCORDANCE WITH SECTION 406 OF THE MODEL SPECIFICATION FOR WATER & SEWER CONSTRUCTION IN INDIANA. THE CONTRACTOR MAY CONDUCT A WATER INFILTRATION TEST WHEN AN AIR TEST FAILS TO ESTABLISH WHETHER THE 100 GAUIN/MI/DAY MAXIMUM ALLOWABLE INFILTRATION RATE IS BEING EXCEEDED. REFER TO DETAILS 1 AND 2 ON SHEET 35. EXISTING 8 INCH GRAVITY SEWER EXISTING 8 INCH WATER MAIN. WET TAP EXISTNG B" WATER MAIN WITH A 2" WATER SERVICE SADDLE AND BALL VALVE. INSTALL A NEW 2 INCH HOPE, DR-9 CTS SERVICE LINE AND TRACER WIRE FROM EXISTING 8 INCH DISTRIBUTION MAIN. INSTALL NEW METER PIT. LID AND RING, AND COPPER SETTER THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR INSTALLATION AND SHALL COORDINATE WITH TOWN ON EXACT LOCATION. REFER TO DETAIL 6 ON SHEET 35. INSTALL POST HYDRANT AND VALVE. REFER TO DETAIL 4 ON SHEET 35. REFER TO SHEET 39 FOR CONTINUATION OF UTILITIES WITHIN 5 FEET OF RESTROOM. PROPOSED ELECTRIC. REFER TO SHEETS 36 THRU 38 FOR DETAILS. CONTRACTOR TO COORDINATE RELOCATION OF EXISTING GAS AND OVERHEAD ELECTRIC LINES WITH APPROPRIATE UTILITIES NEW2" INCH HOPE, DR-9 CTS SERVICE LINE AND TRACER WIRE. NEW 1 ½" INCH HOPE, DR-9 CTS SERVICE LINE AND TRACER WIRE. NEW¾" INCH HOPE, DR-9 CTS SERVICE LINE AND TRACER WIRE. CAP NEW SERVICE LINE FOR FUTURE EXTENSION. UTILITIES Electric: Duke Energy 110 W. Second Street Bloomington, IN 47403 Contact: Joseph Eckardt Engineering Technologist II PH:812.231.6740 Joseph.Eckardt@dukeenergy.com Telephone: Smithville Telephone Company 1600 W. Temperance Street Ellettsville, IN 47429 Contact: Ben Kirk PH· 812 935.2413 ben.kirk@smithville.com Cable: Charter Communications 1202 W. Main Street Mitchell, IN 47446 Contact: PH: B12.887.6263 New Wave Communications Contact: Ray Ness Ray.ness@cableone.biz Gas: Indiana Natural Gas Corp. PO Box 450 Paoli, IN 47454 Contact: Larry Nicholson PH 812.732.2151 (Office) 812 653 1525 {Mobile) Larry n@indiananatural.com Water: Springs Valley Regional Water District PO Box 368 West Baden, IN 47469 Contact: Eric Harrell PH: 812.936.9658 {Office) Sewer: Town of French Lick WasteWater Dept. 7959 W. Hunters Run Drive French Lick, IN 47432 Contact: Chris Mills PH: 812-936-4737 cmillswwtp@yahoo.com . MH 477 • •--• EX. H 76 ' @ ' @ WALNUT ST, S.R. 56 I I AB MH 2D7 ----------= 7 EX. MH 205 :-------------. I I m ---------- ------------ )lo ... \ SCALE: 1' = 20' '-. r - -- -- SITE UTILITY PLAN • t:= g; ...... j REVISIONS BID SET C 2023 Midwestern Engineer.,. Inc. 802 Wes! Broadway S1rect P.O. Box 295 Loogootee. Indiana 47553 OATE NOV. 2023 DESIGN CWR f_ BDH DRAWN MKW f_ DRK Q,C, CHECK PROJECT NUMBER 2022024-05 34 34 OF 48 I FlLE NU.BER 53555 I Do Not Use Plan Previews for Take Off