Midwestern Engineers, Inc. Plan Preview

� D w w w 0 � D 0 0 D 0 " N " w w 0 w " " = w w 0 �' 0 �5 " <z -W •• - � e u.. 1 ! W N N 9 o• N N 0 ---- -o -w " "ii aJ g �� .� -w • r Ow - " u •• "" � � "' < � wO zO Cl -Z �- !al "a' ::t �. ·� cN 0 . 5� , . <" TOWN OF FRENCH LICK TOWN COUNCIL: CLERK-TREASURER: DAVID WOLFORD, MINDY PENDLEY MARLENE J. NOBLE, JOHN H. HARRISON, STREET COMMISSIONER: MICHELLE SANDERS, TONY WATTS, JASON BIRD REDEVELOPMENT COMMISSION: FIRE DEPARTMENT CHIEF: DONALD L. RENNER, JASON HUNT DAVE HARNER, MIKE BEATTY, MICHELLE SANDERS, MARLENE NOBLE ORANGE COUNTY COMMISSIONERS: 205 E. MAIN STREET, PAOLI, IN 47454, PH. 812-723-3600 MARSHALL NOBLE, STEVE HOPPER , RICHARD DIXON , DISTRICT 1 DISTRICT 2 DISTRICT 3 INDIANA DEPARTMENTOFTRANSPORTATION VINCENNES DISTRICT, VINCENNES, IN 47591 PH. 855-463-6848 U'J'iLl'f'1PS ELECl'RIC: TELEPHONE= CABLE= DUKE ENERGY 390 N. MAIN ST. MARTINSVILLE, IN 765-349-4012 ORANGE COUNTY R.E.M.C. PO. BOX 208 7133 N. STATE RD. 337 ORLEANS, IN 47452 SMITHVILLE TELEPHONE COMPANY 1600 W. TEMPERANCE ST. ELLETTSVILLE, IN 47429 812-935-2423 CHARTER COMMUNICATIONS 1202 W. MAIN ST. MITCHELL, IN 47446 812-887-6263 HOLEYMOLEY SAYS, "CAIL lWQtcBYOUDKl" (TWOWORl<lNG DAYS PlfASE) 1--a00-J82-504-4 INSIJE- 1--aoo-42&-5200 FROMOOTSU: �IMNA ZONING COMMISSIONER: JOHN SHIPMAN SEWER SUPERINTENDENT: CHRIS MILLS GAS= WATER= SANITARY SEWER= INDIANA NATURAL GAS CORP. PO. BOX 450 PAOLI, IN 47454 1-800-723-2151 TEXAS EASTERN GAS PIPELINE 1157 W. STATE ROUTE 122 LEBANON, OH 45036 937-545-4305 MARATHON PETROLEUM COMPANY, LLC 1046 PLEASANT VALLEY RD. OWENSBORO, KY SPRINGS VALLEY WATER DISTRICT 7782 W. S.R.56 WEST BADEN SPRINGS, IN 47469 1-812-936-9658 TOWN OF FRENCH LICK 8587 MAIN ST. FRENCH LICK, IN 47432 812-936-4513 GENERAL NOTES= 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL 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). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 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. 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. 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 7. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 8. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 9. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 10. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 11. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 12. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 13. ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 5 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 14. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM SIDEWALK TO OUTFALL. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 18. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 19. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 20. FILL REQUIRED TO ACHIEVE DESIGN GRADE SHOULD BE CLASSIFIED AS STRUCTURAL FILL. 21. 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 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. SHEET SCHEDULE 1 COVER SHEET 2 INFORMATION SHEET 3 DEMOLITION PLAN 4 PLAN SHEET 5 DRAINAGE PLAN 6 GRADING PLAN PLAN SHEET INFORMATION • u i::::: � REVISIONS BID SET C 2023 Midwestern Engineers, lnc. 802 \Ve,;\ Droadway Street P 0. Box 295 Loogootee. Indiana 47553 DATE SEPT. 2023 DESIGN CWR DRAWN MKWiDRK Q.C. CHECK PROJECT NUMBER 2023024-02 2 2 OF 6 I Fll£ NUMBER 43342 I Do Not Use Plan Previews for Take Off