Midwestern Engineers, Inc. Plan Preview
I 0 0 • 0 z 0 � ' z 0 0 z w • 0 w w 0 ,u �z 1l � . � M • �9 o• �N NO 't �� -o .� '- 8 t;; - " s� �- ·O OOU £z ¥- ' �� >9 5N cc �� 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@smithvitle.com Cable: Charter Communications 1202 W. Main Street Mitchell, IN 47446 Contact: PH: 812.887.6263 New Wave Communications Contact: Ray Ness Ray.ness@cableone.biz UTILITIES - • • • Know what's below. ca11 beforeyou dig. 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@indiananatura!.com Water: Springs Valley Regional Water District PO Box 368 West Baden, IN 47469 Contact: Tom Dalton PH: 812.936.9658 (Office) Sewer: Town of French Lick Waste Water Dept 7959 W. Hunters Run Drive French Lick, IN 47432 Contact: Chris Mills PH: 812-936-4737 cmillswwtp@yahoo.com LOCAL AGENCIES INDIANA DEPARTMENT OF TRANSPORTATION ' Vincennes District, Vincennes, IN 47591 PH: 812-882-8330 ORANGE COUNTY COMMISSIONERS Marshall Noble, District 1 Steve Hopper, District 2 Richard Dixon, District 3 205 E. Main Street Paoli, IN 47454 PH: 812-723-3600 FRENCH LICK TOWN COUNCIL David Wolford Marlene J. Noble John H. Harrison Michelle Sanders Tony Watts FRENCH UCK REDEVELOPMENT COMMISSION Jady Hill Kali Walls Mike Beatty Jarrid Davis Marlene Noble FRENCH LICK 7959 W. Hunters Run Drive French Lick, IN 47432 PH: 812-936-4737 Mindy Pendley, Clerk-Treasurer Jason Bird, Street Commissioner Jason Hunt, Fire Department Chief John Shipman, Zoning Commissioner Chris Mills, Sewer Superintendent EARTHWORK QUANTITIES CUT (cy) FILL (cy) NET (cy) 125.28 120.55 4.73 I ' I 1 2 3 4 5 6 7 8 9 11 12 13 14 GENERAL NOTES 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 ANO QUANTITIES SHALL BE VERIRED AT THE TIME OF CONSTRUCTION. THE HORl20NTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83). ELEVATIONS ARE BASED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88). THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION 15 TO BEGIN. 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 UTILTilES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE RELD PRIOR TO ANY CONSTRUCTION IN THE AREA. PROPERTY LINES, WHERE SHOWN, ARE BASED ON A BOUNDARY SURVEY AND/OR COUNTY PLAT RECORDS. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT OUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMI2E FUGmVE DUST EMISSIONS. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE SHOWN. THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA ANO REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS, VALVE BOX ADJUSTMENTS, INLET ADJUSTMENTS OR RELOCATIONS, METER ADJUSTMENTS OR RELOCATIONS, FIRE HYDRANT RELOCATIONS, ETC., THE CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH FLOWABLE FILL. THE CONTRACTOR SHALL NOTIFY, IN WRmNG, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. ALL CONSTRUCTION METHODS & MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY(TOWN, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. ANAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. AFTER STRIPPING TOPSOIL, THE SUBGRADE SHOULD BE PROOF-ROLLED WITH AN ADEQUATELY LOADED VEHICLE SUCH AS A FULLY LOADED TANDEM-AXLE DUMP TRUCK TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. AREAS EXCESSIVELY DEFLECTING SHOULD BE DEUNEATED. RECOMMENDATIONS FOR DRYING, AMENDING, AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE CONTRACTOR'S GEOTECHNICAL TESTING REPRESENTATIVE. CONTRACTOR SHALL APPLY FOR AND OBTAIN A CONSTRUCTION STORMWATER GENERAL PERMIT. IF SOIL DISTURBANCE IS GREATER THAN ONE (1) ACRE, CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL TERMS AND CONDmONS OF THE PERMIT. SHEET NO. 1 2 3 4-5 6 7-9 10-11 12-12A 13-14 15 16-19 SHEET NO. PROPOSED WATER _ti"� PROPOSED WATER MAIN & SIZE " PROPOSED GATE VALVE o PROPOSED BUTTERFLY VALVE � PROPOSED BLOW OFF VALVE i PROPOSED FLUSH HYDRANT -$- PROPOSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE t PROPOSED LEAK DETECTION Iii PROPOSED/ RELOCATED METER g PROPOSED PRV " PROPOSED CHECK VALVE * PROPOSED CUT AND CAP PROPOSED SANITARY =--==�� PROPOSED MAIN & SIZE PROPOSED FORCE MAIN & SIZE SL PROPOSED SERVICE LINE • PROPOSED MANHOLE • PROPOSED CLEANOUT PROPOSED STORM PROPOSED MAIN & SIZE • PROPOSED MANHOLE ■ PROPOSED INLET I PROPOSED CURB INLET SHEET INDEX DESIGNATION COVER INDEX AND GENERAL NOTES OVERALL MAP SURVEY PLAT MAINTENANCE OF TRAFFIC PLAN AND PROFILE - ROAD PLAN AND PROFILE - STORM WATER CURB RAMP DETAIL - RETAINING WALL & SIDEWALK DETAILS PLAN AND PROFILE - SANITARY SEWER MAIN STRUCTURE DATA ANO PIPE MATERIAL TABLES CROSS SECTIONS DATE --� SL REVISIONS REVISED EXISTING WATER 4" EXISTINGWATER MAIN & SIZE " EXISTING GATE VALVE ® EXISTING BUTTERFLY VALVE ' EXISTING BLOW OFF VALVE t EXISTING FLUSH HYDRANT t EXISTING 3 WAY HYDRANT • EXISTING HYDRA STOP • EXISTING INSERTA VALVE r!:J EXISTING LEAK DETECTION ® EXISTING METER l EXISTING PRV " EXISTING CHECK VALVE 'f EXISTING YARD HYDRANT m EXISTING CORP. STOP EXISTING SANITARY EXISTING MAIN & SIZE EXISTING FORCE MAIN & SIZE EXISTING SERVICE LINE r.;, EXISTING MANHOLE - 0 EXISTING CLEANOUT EXISTING STORM EXISTING MAIN & SIZE @ EXISTING MANHOLE DID EXISTING INLET I EXISTING CURB INLET GENERAL TOPO SIGN • SATELLITE DISH " RIGHT OF WAY MARKER •□ MAIL BOX o POST/BOLLARD � SANITARY MANHOLE @) STORM MANHOLE @TREE WOOD/ BARBED WIRE FENCE ELECTRIC/ CHAINLINK FENCE � HOUSE I H.T. I HOUSE TRAILER -m-BURIED TELEPHONE CABLE !\ii: LIGHT POLE -.,....POWER POLE/ GUY WIRE GAS MAIN -,--,-- TELEPHONE __,. ___ FIBER OPTIC OVERHEAD ELECTRIC 4 SURVEY CONTROL POINT & SURVEY MONUMENT o SURVEY PIN IEl ELECTRIC METER � W GAS VALVE/ GAS METER INDEX AND GENERAL NOTES • REVISIONS BID SET C 2025 Midweol�m Engineers, Inc. 802 West Broadway Street P.O. Box 295 LoogOO!ce, Indi�na 47553 OATE JANUARY 2025 DESIGN CWR !_ BDH DRAWN MKW !_ ORK Q.C. CHECK PROJECT NUMBER 2024024-04 2 2 OF 19 I Fll.E NUMBER 44435 I Do Not Use Plan Previews for Take Off
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