VERMILLION COUNTY HIGHWAY ENGINEER/SUPERINTENDENT 1894 SOUTH STATE ROAD 63 HILLSDALE, IN 47854 PH: 765-505-0314 ATTN: MIKE KLYAIC EMAIL: mike.klyaic@vermillioncounty.in.gov COMMISSIONERS MISTY HESS BILL PEEBLES RJ DUNAVAN DISTRICT 1 DISTRICT 2 DISTRICT 3 INDIANA DEPARTMENT OF TRANSPORTATION CRAWFORDSVLLE DISTRICT DEPUTY COMMISSIONER DEBBIE CALDER 41 WEST 300 NORTH CRAWFORDSILLE, IN 47933 PH: 1-765-361-5201 EMAIL: dcalder@indot.in.gov UTILITIES DISTRICT PERMITS MANAGER JUSTIN PATTERSON PH: 1-765-376-6769 EMAIL: jpetterson1@indot.in.gov COUNTY COMMISSIONER OFFICE COURTHOUSE 255 S. MAIN ST, P.O. BOX 190 NEWPORT, IN 47966-0190 PH: 1-765-492-5345 ATTN RON DUNAVAN, AUDITOR EMAIL: auditor1@vermillioncounty.in gov DISTRICT PERMITS INVESTIGATOR JULIE STIREK PH: 1-317-619-3989 EMAIL: justirek@indot.in.gov ELECTRIC: WATER: TELEPHONE: FIBER OPTIC JO!NK, LLC 834 S 10TH ST DUKE ENERGY 100 S MILL CREEK RD NOBLESVILLE, IN 46062 PH: 1-317-776-5320 ATTN: DON MCDUFFY PERRYSVILLE WATER P.O. BOX 525 AT&T DISTRIBUTION EMAIL: g09871@att.com 132 W MAIN STR PERRYSVILLE, IN 47974 PH 1-765-793-3771 EMAIL: dei-dline-coord@duke-energy.com ATTN MICHAEL BOWMAN SHEET 1 2 3 4 5 6 7 8 9 10 11 EMAIL: bowmanbeck@hotmail.com SEWER N/A GAS SHEET SCHEDULE DESCRIPTION COVER SHEET OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE NEW TANK - SITE BOUNDARY SURVEY INFORMATION NEW TANK- SOIL BORING LOCATION MAP & SOIL BORING LOGS NEW TANK - EROSION CONTROL PLAN ANO DETAILS NEW TANK SITE PLAN -BASE B!D NEW TANK SITE PLAN - MANDATORY ALTERNATE 'A' BIO NEW 100,000 GALLON WATER STORAGE TANK TYPICAL DETAILS NEW TANK AND TYPICAL SITE DETAILS EXISTING TANK -DEMOLITION PLAN ELECTRICAL SITE PLAN, ELECTRICAL RISER AND DETAILS, POWER DISTRIBUTION UJ 0 � '-' z EXISTING WELL No 1 EXISTING WATER TREATMENT PLANT AND WELL FIELD EXISTING WELL No. 2 E CO�R□. 1150 N N/A ... TERRE HAUTE, IN 47807 PH: 1-812-234-5100 x 125 ATTN. DANIEL WEGNER EMAIL daniel.wegner@Joinklic.coom CABLE SERVICES CABLEONE, INC OBA SPARKLIGHT 215 S MAIN ST. CLINTON, IN 47842 PH 1-812-227-5385 ATTN: JOSHUA DEWITT EMAIL: joshua.dewitt@sparklight.biz M ' <O 0: U) I I GENERAL NOTES 1 . 2. 3. 4. 5. 6. 7. 8. g_ 10. 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 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 CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE JT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTIUTIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRlOR 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 OR STRUCTURAL FILL AS REQUIRED . WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING. DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION ANO PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATJON 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 AND EXISTING PAVEMENT. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 11. 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 12. ANY PART OF THE UTILITY PIPE TRENCHES RUNNING WITHIN 3 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. LEGEND 6v6v�6v6v6v EXISTING WATER MAIN WITH LINE SIZE EXISTING WATER MAIN TO BE ABANDONED OLD ABANDONED LINES NEW WATER MAIN WITH LINE SIZE EXISTING GATE VALVE ---- ITToJ ----- EXISTING CONTOURS PROPOSED CONTOURS RIGHT-OF-WAY PROPERTY LINE cc -- CHAIN LINK FENCE ' -- BURIED ELECTRIC --, BURIED TELEPHONE 13. 14. 15. 16. 17. 18. 19. 20, 21. 22. 23. DOWN TIME COORDINATIN MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING WATER MAINS, COORDINATE WITH MICHAEL BOWMAN. WATERWORKS OPERATOR, AT 1-765-793-4138, A MINIMUM OF FIVE (5) DWORKING DAYS PRIOR TO WET/DRY TAPPING OF MAINS. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT. IF ANY, "BIRD BATH" CONDITIONS. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT THE PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERECE PURPOSES ONLY. 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. 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. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION,THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK AND CONTACT THE INDIANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF HISTORIC PRESERVATION ANO ARCHAEOLOGY, PHONE NO. 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITH RECEIVING THEIR APPROVAL. FILL REQUIRED TO ACHIEVE DESIGN GRADE SHOULD BE CLASSIFIED AS STRUCTURAL FILL EXACT LOCATION OF PROPOSED GATE VALVES, HYDRANTS, FITTINGS ETC TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 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. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH AND WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING ROPER MITIGATION MEASURES. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. D=---- ---- ----ffi--.- TREES SIGN CATCH BASIN AND CULVERT BURIED TELEPHONE BOX LIGHT POLE POWER POLE AND GUY WIRE EXISTING FIRE HYDRANTS AND FLUSH HYDRANT NEW GATE VALVE -rne-rns- EDGE OF PAVEMENT OR STONE NEW FIRE HYDRANT WATER METER PROJECT LOCATION DIVISION I -NEW 100,000 GALLON ELEVATED WATER STORAGE TANK No. 1, 0 F. ELEV. 649.0' aw------ E CO. RO 1125 N WATER DISTRIBUTION SYSTEM IMPROVEMENTS, SEE DIVISION 11 FOR ADDITIONAL INFORMATION PROJECT LOCATION MAP I PROPOSED STONE DRIVE __,,__,,.._ COR�TE �- i • ·- . ·• • �L__:_:cc:;, ' .. :i PERRYS.VltlE L6llir� ,_ , •- !JI "' -;·w �.,. :i:,.r--:; ·�e1:hJ s ,.� , z'«ll,,rc-__ �.,, DEPOT ST. CORPORATEBOUNORY - f I DISTRIBUTION SYSTEM EMENTS, SEE DIVISION II OITIONAL INFORMATION PROJECT LOCATION DIVISION I - EXISTING 50,000 GALLON ELEVATED WATER STORAGE TANK TO BE REMOVED. O.F. ELEV. 649.0' WATER DISTRIBUTION SYSTEM IMPROVEMENTS, SEE DIVISION II FOR ADDITIONAL INFORMATION 400 ' 200 0 S.R 32 400 • OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE REVISIONS BDSET C 202� Midwc!;(�m Engineers. Inc. 802 Wesl Broadw:1y Street P.O. Bo� 295 Loogootee, lndim1a 47553 • ' DATE! JULl!' 2025 DESIGN M.M.S_ DRAWN S.L.H. a.c. CHECK E.K.P PROJECT NUMBER 2022043-04 2 2 OF 1 1 I FILE NUMBER 44649 Do Not Use Plan Previews for Take Off
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