Midwestern Engineers, Inc. Plan Preview

" z i " = < � 1'I :it 0 0 " C " C 0 �· 0 � ,5 ~1!1 " 0 ,fl� '--':0 'I-� -o ' N .• * '" Wo� �'.Qi[ Cl " • .o z '-' -Z ,- � ' �� ,g i5 N £5 0 • <c UTILITIES Electric: Gas: Duke Energy • I Indiana Natural Gas Corp. PO Box 450 110 W. Second Street Bloomington, IN 47403 Paoli, IN 47454 Contact: Adam Thorne Engineering Technologist II PH:812.318.3248 Adam.Thorne@duke-energy.com Know what's below. Gall beforeyou dig. Contact: Larry Nicholson PH: 812.732.2151 (Office) 8 12 653 1525 (Mobile) Larry n@indiananatural.com Telephone: Smithville Telephone Company 1600 W. Temperance Street Ellettsville, IN 47429 Water: Springs Valley Regional Water District PO Box 368 Contact: Ben Kirk West Baden, IN 47469 Contact: Tom Dalton PH 812.935.2413 ben.kirk@smithville.com PH: 812 936.9658 (Office) Cable: Charter Communications 1202 W. Main Street Mitchell, IN 47446 Contact: Sewer: Town of French Lick Waste Water Dept 7959 W. Hunters Run Drive PH: 812.887 6263 French Lick, IN 47432 Contact: Chris Mills New Wave Communications Contact: Ray Ness PH. 812-936-4737 cmillswwtp@yahoo.com Ray.ness@cableone.biz GENERAL NOTES TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, 1 DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) 2 REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAD 83). ELEVATIONS ARE BASED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) 3 THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS 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 4 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 PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON 5 THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. 6 THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO ORDERING NEW STRUCTURES. FOR ANY EXCAVATION WITHIN PAVED AREAS FOR MANHOLE ADJUSTMENTS, VALVE BOX ADJUSTMENTS, INLET 7 ADJUSTMENTS OR RELOCATIONS, METER ADJUSTMENTS OR RELOCATIONS, FIRE HYDRANT RELOCATIONS, ETC , THE CONTRACTOR SHALL REPLACE THE EXCAVATED MATERIAL WITH FLOWABLE FILL 8 THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. 9 ALL CONSTRUCTION METHODS & MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY/TOWN, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURSIDICTION. 10 FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 11 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 TANDUM-AXLE DUMP TRUCK TO DETERMINE LOCATIONS OF ANY POCKETS OF 12 UNSUITABLE MATERIAL. AREAS EXCESSIVELY DEFLECTING SHOULD BE DELINEATED. 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 THE LIMIT OF CONSTRUCTION LINE SHOWN DEFINES THE UMITS OF WORK IN THIS CONTRACT. THERE MAY BE INSTANCES WHERE EROSION PROTECTION DEVICES AND UTILITY SYSTEMS EXTEND BEYOND THE PROJECT 13 LIMITS LINE IN ORDER TO SUCCESSFULLY COMPLETE OPERATIONS AND/OR TIE INTO ADJACENT SYSTEMS. CONTRACTOR TO COORDINATE WITH TOWN OR OWNER PRIOR TO ANY WORK DONE BEYOND THE LIMITS OF CONSTRUCTION LINE. THE PLANS ASSUME THAT THE LAYOUT AND STAKING WILL BE ACCOMPLISHED USING TOTAL STATIONING I 14 DIGITAL METHODS. ANY INFORMATION PROVIDED IS INTENDED TO SUPPORT INFORMATION ALREADY CONTAINED IN CAD FILES USED FOR DOCUMENTING LAYOUT AND STAKING. CAD FILES DELINEATING ALL GRADING AND HARDSCAPE ELEMENTS SHOWN IN THESE PLANS CAN BE PROVIDED TO THE CONTRACTOR UPON REQUEST. 15 CONTRACTOR SHALL BECOME FAMILIARIZED WITH THE PROJECT SITE PRIOR TO BIDDING THE WORK CONTRACTOR SHALL COMPLY WITH STATE AND LOCAL LAWS AND REGULATIONS BY OBTAINING ALL REQUIRED 16 PERMITS PRIOR TO COMMENCING WITH WORK EVIDENCE OF SUCH NOTICE SHALL BE FURNISHED TO THE TOWN OF FRENCH LICK PRIOR TO COMMENCING WITH WORK 17 THE CONSTRUCTION SITE WITHIN THE LIMIT OF WORK MUST BE FENCED AND SECURED DURING CONSTRUCTION CONTRACTOR SHALL PROTECT, BY WHATEVER MEANS NECESSARY, THE EXISTING SITE IMPROVEMENTS TO 18 REMAIN ALL DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED AT NO ADDITIONAL COST TO THE OWNER NOTIFY THE OWNER IMMEDIATELY IF ANY DAMAGE OCCURS. 19 13. CONTRACTOR SHALL COORDINATE ALL WORK AND BE RESPONSIBLE FOR ALL METHODS, MEANS, SEQUENCE AND PROCEDURES OF WORK. CONTRACTORS SHALL COORDINATE ALL WORK WITH RELATED TRADES AND THE GENERAL CONSTRUCTION OF 20 THE PROJECT SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK OF OTHERS OR THE CONTRACTOR'S OWN WORK. 21 CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER 22 CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND RECOGNIZED LOCAL PRACTICES. 23 CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECT THE UTILITY LINES SHOWN ON THE DRAWINGS AS WELL AS ANY DISCOVERED DURING THE CONSTRUCTION PROCESS 24 CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES AFFECTED BY THE CONSTRUCTION OPERATIONS CLEAN AND FULLY OPERATIONAL AT ALL TIMES. MAINTAIN ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, ORANGE GEO FENCE AND/OR OTHER MEASURES) DURING CONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO 25 MINIMIZE ADVERSE IMPACTS TO THE ADJACENT WATER BODIES, SURFACES AND STORM SEWERS ACCORDING TO ALL APPLICABLE FEDERAUSTATE LAWS AND REGULATIONS. SEE CIVIL PLANS FOR FULL EROSION CONTROL MEASURES AND MAINTENANCE DURING CONSTRUCTION. 26 CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. ALL MATERIALS, PRODUCTS AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION 27 ALL CONSTRUCTION DEBRIS AND REMOVED ITEMS SHALL BE DISPOSED OF LEGALLY OFF-SITE UNLESS OTHERWISE INDICATED ON THE DRAWINGS EACH CONTRACTOR SHALL VERIFY THE CONDITION AND COMPLETENESS OF ALL WORK PERFORMED BY OTHERS IN RELATION TO HIS/HER PROJECT WORK RESPONSIBILITIES INCLUDING THE CHECKING OF EXISTING 28 ELEVATIONS OR STRUCTURES PRIOR TO INITIATING CONSTRUCTION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE TOWN OF FRENCH LICK IF ANY SITE CONDITIONS ARE INCOMPLETE, MISSING OR DAMAGED LOCAL AGENCIES INDIANA DEPARTMENT OF TRANSPORTATION Vincennes District, Vincennes, IN 47591 PH 855-463-6848 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 LICK REDEVELOPMENT COMMISSION Donald L. Renner Dave Harner Mike Beatty Michelle Sanders 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 PROPOSED WATER � PROPOSED WATER MAIN & SIZE -- " PROPOSED GATE VALVE o PROPOSED BUTTERFLY VALVE � PROPOSED BLOW OFF VALVE � PROPOSED FLUSH HYDRANT V PROPOSED 2 WAY HYDRANT -$° PROPOSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE itJ PROPOSED LEAK DETECTION !ll PROPOSED/ RELOCATED METER 8 PROPOSED PRV " PROPOSED CHECK VALVE * PROPOSED CUT AND CAP --+ EXISTING WATER 4" EXISTING WATER MAIN & SIZE " EXISTING GATE VALVE @ EXISTING BUTTERFLY VALVE � EXISTING BLOW OFF VALVE t EXISTING FLUSH HYDRANT ' EXISTING 2 WAY HYDRANT t EXISTING 3 WAY HYDRANT • EXISTING HYDRA STOP � EXISTING INSERTA VALVE r:i EXISTING LEAK DETECTION @ EXISTING METER • EXISTING PRV " EXISTING CHECK VALVE Y,H. j' EXISTING YARD HYDRANT <D EXISTING CORP. STOP GENERAL TOPO = SIGN • SATELLITE DISH " RIGHT OF WAY MARKER ,a MAIL BOX o POST/BOLLARD 8 SANITARY MANHOLE 8 STORM MANHOLE @TREE WOOD I BARBED WIRE FENCE ELECTRIC/ CHAINLINK FENCE � HOUSE H.T, I HOUSE TRAILER --ID-,-BURIED TELEPHONE CABLE .q- LIGHT POLE -.,....POWER POLE/ GUY WIRE ----- GAS MAIN -•--•-- TELEPHONE __,.___ FIBER OPTIC OVERHEAD ELECTRIC EARTHWORK QUANTITIES ♦ SURVEY CONTROL POINT & SURVEY MONUMENT CUT (cy) FILL (cy) PARK INCLUDING TRAILS 2203.56 5069.49 SHEET NO. 1 2 3 4 5 6-8 9-11 12 13 14-15 16-17 18 19 20 21 22 23 24 25-26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 NET (cy) 2865.93 SHEET INDEX DESIGNATION COVER SHEET INDEX AND GENERAL NOTES OVERALL MAP DEMOLITION PLAN TYPICAL SECTIONS PLAN AND PROFILE, TRAIL A PLAN AND PROFILE, TRAIL B PLAN AND PROFILE, TRAIL C PLAN AND PROFILE, TRAIL D SECTIONS, LINE A SECTIONS, LINE B SECTIONS, LINE C & D PROPOSED DRIVE & PARKING PLAN PROPOSED DRIVE PROFILES PROPOSED PLAYGROUND PLANS TYPICAL PLAYGROUND DETAILS STORM WATER BASIN PLAN STORM WATER DRAIN PLAN AND PROFILES TYPICAL DETAILS PROPOSED RESTROOM - FLOOR PLAN PROPOSED RESTROOM - ROOF FRAMING PLAN PROPOSED RESTROOM - ELEVATIONS PROPOSED RESTROOM - SECTIONS & DETAILS PROPOSED SHELTER HOUSE - STRUCTURAL PLANS PROPOSED SHELTER HOUSE - ELEVATIONS PROPOSED SHELTER HOUSE - SECTIONS & DETAILS PROPOSED UTILITY SITE PLAN PROPOSED UTILITY DETAILS PROPOSED OVERALL SITE PLAN AND LIGHT LOCATION MAP PROPOSED UTILITY SITE PLAN-ENLARGED "' ELECTRIC METER II <,;' GAS VALVE/ GAS METER EXISTING SANITARY SEWER COMBINED SEWER OVERFLOW PROPOSED RESTROOM ELECTRICAL PLAN AND ONE LINE DIAGRAM PROPOSED RESTROOM PLUMBING PLAN PROPOSED RESTROOM HVAC PLAN BRIDGE LIGHTING PLAN PROPOSED BRIDGE STRUCTURE No. 1 PLAN PROPOSED BRIDGE STRUCTURE No. 1 DETAILS PROPOSED BRIDGE STRUCTURE No. 2 PLAN PROPOSED BRIDGE STRUCTURE No. 2 DETAILS MAINTENANCE OF TRANSPORTATION STREET AND TRAIL SIGNS PARK ENTRANCE SIGN SHEET INDEX AND GENERAL NOTES • REVISIONS BID SET C 2023 Midwe.stem Engineers. Inc. 802 W.:st Bro«dwny Street P.O. Box 295 Loogootee. Indiana 47553 DATE NOV. 2023 DESIGN CWR !_ BDH DRAWN MKW !_ DRK Q.C. CHECK PROJECT NUMBER 2022024-05 2 2 OF 48 I FlLE NUMBER I 53587 Do Not Use Plan Previews for Take Off