Midwestern Engineers, Inc. Plan Preview

' ' LAWRENCE COUNTY COMMISSIONERS: RODNEY FISH DUSTIN GABHART WALLY BRANHAM DISTRICT 1 DISTRICT 2 DISTRICT 3 LAWRENCE COUNTY COURTHOUSE 916 15TH STREET PHONE: (812) 275-2644 HIGHWAY SUPERINTENDENT: DAVID HOLMES 1 COUNTY COMPLEX ROAD BEDFORD, IN 47421 PHONE: (812) 275-2644 FAX: (812) 275-5835 l(NDIANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT: 3650 SOUTH U.S. HIGHWAY 41 VINCENNES, IN 47591 PHONE: 855-INDOT4U (463-6848) FAX: 812-895-7479 SHEET SCHEDULE • • • • • • 1 2 3 4 5 6-7 ELECTRIC: WATER: - COVER SHEET - INFORMATION SHEET - OVERALL MAP - PLAN AND CROSS SECTION INDOT DES. No. 1701050 - PLAN AND CROSS SECTION INDOT DES. No. 1701044 - TYPICAL DETAILS JACKSON COUNTY R.E.M.C. Brad Pritchett bprichett@jacksonremc.com PH: 812-358-4458 x 129 P 0. BOX K Brownstown, IN 47220 EAST LAWRENCE WATER AUTHORITY Donald Apple dapwater@hotmail.com PH: 812-279-9562 1009 Crawford Dr. Bedford, IN 47421 •• • " Know what's below. Call before you dig. TELECOMS: AT&T - DISTRIBUTION Matt Spindler ms4822@att.com PH: 317-265-3050 240 N. Meridian St., RM 1791 Indianapolis, IN 46204 GENERAL NOTES: 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. ELEVATIONS ARE BASED UPON U.S.G.S. DATUM. 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ALTHOUGH THESE PLANS HAVE ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 5. EXACT LOCATION OF GATE VALVES, HYDRANTS, FITTINGS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING WATER MAIN. COORDINATE WITH THE WATER DEPARTMENT A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO ANY TAPPING OF EXISTING MAINS. 7. ABANDONED IN PLACE WATER MAINS SHALL BE PLUGGED OR CAPPED AND BLOCKED NEAR POINTS OF CONNECTION. 8. NOTES ON PLAN SHEETS PERTAINING TO BITUMINOUS RESURFACING, NEW STRUCTURES, GUTTERS, SOD, SAW CUTS, DROP INLETS, CONCRETE PAVEMENTS, CATCH BASINS, CULVERT PIPES, END SECTIONS, EROSION CONTROLS, DITCHES, CONSTRUCTION LIMITS, ETC. ARE FOR INFORMATION ONLY AND ARE NOT PART OF THE WATER MAIN RELOCATION. 9. FIELD DRAINAGE TILES MAY EXISTING ALONG THE NEW WATER MAIN ROUTE. THE CONTRACTOR SHALL INSTALL THE WATER MAIN AT GREATER DEPTHS WHEN REQUIRED TO PREVENT CONFLICT WITH THE GRADE FIELD TILES. TILE REPAIRS SHALL BE A PAY ITEM AND MADE TO THE SATISFACTION OF THE PROPERTY OWNER. SEE SPECIFICATIONS. 10. PROPERTY BENCHMARK ELEVATIONS AND LOCATIONS WILL BE IDENTIFIED BY IN.D.O.T. ONSITE PROJECT MANAGER AT TIME OF CONSTRUCTION. LEGEND PROPOSED 0 PROPOSED SIZE " PROPOSED VALVE o PROPOSED BUTTERFLY VALVE � PROPOSED BLOW OFF VALVE � PROPOSED FLUSH HYDRANT 1 PROPOSED 2 WAY HYDRANT t PROPOSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE rl:J PROPOSED LEAK DETECTION " PROPOSED/ RELOCATED METER 8 PROPOSED PRV " PROPOSED CHECK VALVE ' PROPOSED AIR RELIEF VALVE @) PROPOSED GRINDER PUMP " PROPOSED SANITARY VALVE * PROPOSED CUT AND CAP WATER t EXISTING 3-WAY FIRE HYDRANT AND VALVE I EXISTING 2-WAY FIRE HYDRANT AND VALVE vH EXISTING FLUSH HYDRANT AND VALVE '[ YARD HYDRANT ; EXISTING BLOW OFF AND VALVE • PRESSURE REDUCING VALVE r:i EXISTING LEAK DETECTION DEVICE @ WATER METER SH SPRINKLER HEAD e EXISTING GATE VALVE @ EXISTING BUTTERFLY VALVE 0 EXISTING CHECK VALVE (I) EXISTING CORP STOP EXISTING WATER MAIN AND SIZE - SW---- SW--- SANITARY SEWER ......,._ FORCE MAIN WARNING/ LOCATE POST * EXISTING AIR RELIEF VALVE @8 LIFT STATION AND VALVE PIT o CLEAN OUT e EXISTING SANITARY VALVE 8 SANITARY MANHOLE @I SANITARY GRINDER PUMP (I) SANITARY CORP STOP SANITARY MAIN/ FORCE MAIN --sm•-- ELECTRICAL _,_ --- El ELECTRICAL PEDESTAL Ill ELECTRICAL METER -¢-� LIGHT POLE ,.___ UTILITY POLE WITH GUY BURIED ELECTRIC , __ OVERHEAD ELECTRIC TELECOMUNICATIONS --ID- TELEPHONE PEDESTAL -so- FIBER OPTIC WARNING/ LOCATE POST 11" TELEVISION PEDESTAL BURIED TELEPHONE ,_ GAS � GAS WARNING/ LOCATE POST ll EXISTING GAS VALVE 'o/ GAS METER GAS MAIN AND SERVICE LINE SURVEY � SURVEY POINT/ BENCH MARK & SURVEY MONUMENT 'v HIGH WATER MARK STORM SEWER ® lllll STORM STRUCTURES >- _12'CMP_-< CULVERT TYPE AND SIZE 8 STORM MANHOLE MISCELLANEOUS ® ® SIGN • SATELLITE DISH 8 RIGHT OF WAY MARKER □ MAIL BOX o • POST T-POST @) MANHOLE • REDUCER '1' CAP TREE WOOD FENCE _ WIRE FENCE _, , _ ,- ELECTRIC FENCE ' CHAIN LINK FENCE - cc-- cc- � HOUSE I H.T. I HOUSE TRAILER PLAN SHEET INFORMATION REVISIONS BID SET C 2024 Midwe,s1em Engineer,. Inc. 802 West Broadway Street P.O. Dox 295 Loogootee. lndiann 47553 DATE NOVEMBER 2024 DESlGII R.D.W. DRAWN M.K.W. Q,C, CHECK PROJECT NUMBER 2022014-05 2 2 OF 7 I FlLE NUMBER 44442 I Do Not Use Plan Previews for Take Off