Midwestern Engineers, Inc. Plan Preview

z N > �' z �' �' z z, :,ez ,w � \/ i!i N> � . ' -'8 • 0 . "'m t '2 � NN 0 - *� 5 '1 �� J "" ,. z :> < � .o :>" Q ill;;;;: �a• "< �9 ,� -s � <, KNOX COUNTY HIGHWAY ENGINEER/SUPERINTENDENT BENJI BOYD, P.E 1472 N. STATE ROAD 67 VINCENNES, IN 47591 PH 812-882-2884 bboyd@knoxcounty.in.gov COMMISSIONERS KELLIE STREETER, PRESIDENT T.J. BRINK, VICE-PRESIDENT TRENT HINKLE COUNTY COMMISSIONER OFFICE 111 NORTH 7TH ST VINCENNES, IN 47591 PH· 812-660-1407 INDIANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT 3650 SOUTH U.S. 41 VINCENNES, IN 47591 PH: 1-800-279-5758 FAX: 1-812-895-7479 EMAIL: swincommunications@indot.in.gov UTILITIES ELECTRIC: DUKE ENERGY 100 S. MILL CREEK RD NOBLESVILLE, IN 46062 PH: 317-776-5320 ATTN: DON MCDUFFY EMAIL: dei.dline-coord@duke-energy.com ...... 7 --- DISTRICT PERMIT MANAGER RANDY CARIE DISTRICT PERMIT INSPECTOR DWAYNE DETZER PH· 1-812-895-7368 EMAIL: rcarie@indot.in.gov WATER: VINCENNES WATER UTILITY. 403 BUSSERON ST VINCENNES, IN 47591 PH 812-882-6620 ATTN: ANDREW HUTCHISON EMAIL: ahutchison@vinutilities.com SEWER: VINCENNES SEWER UTILITY. 403 BUSSERON ST. VINCENNES, IN 47591 PH. 812-316-0273 TREATMENT PLANT ATTN: JOSH MOORE EMAIL: jmoore@vinutilities.com COLLECTION SYSTEM ATTN: STAN ECK EMA!L: staneck@vinutilities.com R.R.# 1, 48B LINCOLN CITY, IN 47552 PH: 1-812-937-4481 EMAIL: dwdetzer@indot.in.gov GAS CENTERPOINT ENERGY (SOUTH) 1800 W 26TH ST MUNCIE, IN 47302 PH 765-287-2119 PH 1-800-227-1376 ATTN: JON EASTHAM TELEPHONE: AT&T DISTRIBUTION EMAIL: g09871@att.com WINDSTREAM COMMUNICATIONS 1450 N CENTER POINT RD. HIAWATHA, IA 52233 PH: 1-800-289-1901 EMAIL: locate.desk@windstream.com FIBER OPTIC: METRO FIBERNET, LLC ENGINEERING 3701 COMMUNICATIONS WAY EVANSVILLE, IN 47715 PH: 812-213-1050 EMAIL: 811design@metronetcom CABLE TV SERVICES· CABLEONE, INC OBA SPARKLIGHT (FORMERLY NEW WAVE COMM) PH· 877-570-0500 2 MG ELEVATED WATER STORAGE " TANK No. 5 SEE DIVISION I FOR PROJECT LOCATION MAP SHEET SCHEDULE SHEET DESCRIPTION 1 COVER SHEET 2 OVERALL PROJECT MAP, GENERAL NOTES ANO SHEET SCHEDULE 3 SITE BOUNDARY SURVEY INFORMATION 4 OVERALL SITE PLAN 5 ENLARGED SITE PLAN 6 TYPICAL SITE DETAILS OLD US $0 LEGEND PROPOSED w� ___ "$-___ - - _ '¥" _ - - - ---+-- - ---o---- WATER t ' t y· • g c:i • • • • • --w-- -- ,- \_12" GENERAL NOTES PROPOSED WATER MAIN AND SIZE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. PROPOSED 3-WAY FIRE HYDRANT AND VALVE PROPOSED FLUSH HYDRANT AND VALVE PROPOSED WATER METER PROPOSED GATE VALVE PROPOSED BUTTERFLY VALVE PROPOSED CHECK VALVE EXISTING 3-WAY FIRE HYDRANT AND VALVE EXISTING 2-WAY FIRE HYDRANT AND VALVE EXISTING FLUSH HYDRANT AND VALVE YARD HYDRANT EXISTING BLOW OFF AND VALVE PRESSURE REDUCING VALVE EXISTING LEAK DETECTION DEVICE WATER METER SPRINKLER HEAD EXISTING GATE VALVE EXISTING BUTTERFLY VALVE EXISTING CHECK VALVE EXISTING CURB STOP EXISTING WATER MAIN AND SIZE 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. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE 1983 NORTH AMERICA DATUM (NAD83) ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVO 88) THE CONTRACTOR SHALL CALL INDJANA 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 CONTRACTOR SHALL NOT ASSUME ALL EX!STtNG 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. 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. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOlLS 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. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 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 ANO EXISTING PAVEMENT. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION JS 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. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE OWNER ANO THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 5 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS/SIDEWALK GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM SIDEWALK TO OUTFALL. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY. CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 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. FILL REQUIRED TO ACHIEVE DESIGN GRADE SHOULD BE CLASSIFIED AS STRUCTURAL FILL 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. ELECTRICAL 8 ELECTRICAL PEDESTAL • ELECTRICAL METER -¢-11 LIGHT POLE ,._._ __ UTILITY POLE WITH GUY --E BURIED ELECTRIC --O<E-- OVERHEAD ELECTRIC TELECOMMUNICATIONS TELEPHONE PEDESTAL FIBER OPTIC WARNING / LOCATE POST TELEVISION PEDESTAL _ _ ,, _ _ BURIED TELEPHONE GAS -se--- GAS WARNING / LOCATE POST • EXISTING GAS VALVE GAS METER ___ , ___ GAS MAIN AND SERVICE LINE SURVEY ♦ SURVEY POINT / BENCH MARK _.. SURVEY MONUMENT 7 HIGH WATER MARK MISCELLANEOUS • ' • 0 0 -,--,- _, __ ,_ SIGN SATELLITE DISH RIGHT OF WAY MARKER MAIL BOX POST MANHOLE REDUCER CAP TREE WOOD FENCE WOVEN WIRE FENCE ELECTRIC FENCE CHAIN LINK FENCE � HOUSE CED HOUSE TRAILER SANITARY SEWER STORM SEWER • FORCE MAIN WARNING / LOCATE POST EXISTING AIR RELIEF VALVE LIFT ST ATION ANO VALVE PIT CLEAN OUT EXISTING SANITARY VALVE SANITARY MANHOLE SANITARY GRINDER PUMP SANITARY SEWER MAIN SANITARY FORCE MAIN STORM STRUCTURES CULVERT TYPE AND SIZE STORM MANHOLE OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE REVISIONS BID SET cw� Midwestern Engin��rs. In�. 802 WestBroadway Srnxr P.O. Box 295 Loogootee, lrnli,mn 4755) DATE JANUARY 2024 DESIGN J.W.W. DRAWN S.L.H. a.c. CHECK C.W.R. PROJECT NUMBER 2021058-00 2 2 OF 6 I Fll£ NUMBER I 42693D Do Not Use Plan Previews for Take Off