VERMILLION COUNTY HIGHWAY ENGINEER/SUPERINTENDENT 1894 SOUTH STATE ROAD 63 HILLJSDALE, IN 47854 PH: f65-505-0314 ATT� MIKE KLYAIC EM/1:IL: 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 J-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: justlrek@indot.in.gov ELECTRIC DUKE ENERGY WATER: TELEPHONE: FIBER OPTIC: 100 S MILL CREEK RD NOBLESVILLE, IN 46062 PH: 1-317-776-5320 ATTN: DON MCDUFFY PERRYSVILLE WATER PO BOX 525 AT&T DISTRIBUTION EMAIL: g09871@att.com 132 W MAIN STR PERRYSVILLE, (N 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 12 13 14 EMAIL: bowmanbeck@hotmail.com SEWER: N/A GAS ----- SHEET SCHEDULE DESCRIPTION COVER SHEET OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE OVERALL SITE PLAN PLAN SHEET - S.R. 32 AND TANK SITE BASE BID PLAN SHEET - S.R. 32 AND TANK SITE MANDATORY ALTERNATE 'A' BID PLAN SHEET - WATER STREET PLAN SHEET· GREEN STREET TO ADAM STREET ALLEY NORTH AREA -WATER METER REPLACEMENT PLAN SOUTH AREA -WATER METER REPLACEMENT PLAN WEST AREA-WATER METER REPLACEMENT PLAN SOUTH AREA-WATER METER REPLACEMENT PLAN FLOW CONTROL VALVE PIT; S.R. 32 PROFILE; METER RENOVATION DETAILS TYPICAL WATER DETAILS TYPICAL WATER DETAILS EXISTING WELL No.1 EXISTING WATER TREATMENT PLANT AND WELL FIELD ECO. RO. 1150 N EXISTING WELL No. 2 NIA . "" ,,-i; <1-". e, O · "' 1 JOINK, LLC 834 S 10TH ST 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.dewilt@sparklighl.biz <MO • 1 .., ' GENERAL NOTES 2 3. 4 5 7. 8. 9. 16 11. 12. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DR!VES, 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 INO!ANA 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 HP..VI:: ATTEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. THER(FORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRJOR 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 f=LOWABLE FILL OR STRUCTURAL FILL AS REQUIRED . 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 ANO MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPUCA8LE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. ALL SPOT ELEVATIONS ARI:: ro 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 SHft..LL 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 UIILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVl::.R EXISTING UTILITIES. THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN SE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 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. ANY PART OF THE UTJLITY PIPE TR.ENCHES RUNNING WITHIN 3 FEET OF PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. LEGEND ,w---- "v"v�AvAvAv �--7---------- © 8 t ' t ® EXISTING WATER MAIN WITH LINE SIZE EXISTING WATER MAIN TO BE ABANDONED PREVIOUSLY ABANDONED LINES NEW WATER MAIN WITH LINE SIZE EXISTING GATE VALVE EXISTING FIRE HYDRANTS ANO FLUSH HYDRANT NEW GATE VALVE ---520--- EXISTING CONTOURS ---@fil-- PROPOSED CONTOURS ··---.,� RIGHT-OF-WAY ec -- PROPERTY LINE CL - CHAIN LINK FENCE e -- BURIED ELECTRIC --, BURIED TELEPHONE 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. 13. 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) □WORKING DAYS PRIOR TO WET/DRY TAPPING OF MAINS. 15 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. 10. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS 17. 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. 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. IF ANY ARCHAEOLOGICAL ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED OURlNG CONSTRUCT!ON,THE CONTRACTOR SHALL STOP ALL EXCAVATION WORK ANO CONTACT THE IND!ANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF HISTORIC PRESERVATION AND ARCHAEOLOGY, PHONE NO. 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITH RECEIVING THEIR APPROVAL. 21 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. 22. 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. 23. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. D===== --illTREES SIGN CATCH BASIN AND CULVERT BURIED TELEPHONE BOX LIGHT POLE t NEW FIRE HYDRANT -rn,-rns- EDGE OF PAVEMENT OR STONE �CP-7 �TBM-1 POWER POLE ANO GUY WIRE SURVEY CONTROL POINT .. @ [j,i] WATER METER (LOCATED) WATER METER (LOCATION UNKNOWN) WATER METER w/ GALVANIZED SERVICE LINE NEW COMPLETE WATER METER SET DIVISION I - NEW 100,000 GALLON ELEVATED WATER STORAGE TANK O.F. ELEV. 649.0' PROJECT LOCATION DIVIS!ON I! -Wt.-,r!llR DISTRIBUTION SYSTEM IMPROVEMENTS, STORAGB: TANk CONNECTION AND ALTERNATE FLOW CONTROL VALVE PIT, iilEE SHEETS 4-5 ECO. RD. 1125 N � .. J PROJECT LOCATION MAP c__ ___ :-.J1 PROPOSED STONE DRIVE TEMPORARY EASEMENT ------ PERMANENT EASEMENT I • PERRYSVILLE • • . . , WCEDARST. - � - -. -=" DEPOT ST. • - CORPORATE BOUNDRY ..,__ "' - -· � ..... ' -... - .- i • I I J -�· (5 " -- • - " --- - - .- -. E VERNON S'r. • ' - ' - SURVEY TEMPORARY BENCHMARK 400 ,------------------------"1·"0� PROJECT LOCATION DIVISION II - WATER DISTRIBUTION SYSTEM IMPROVEMENTS, WATER MAIN REPLACEMENT SEE SHEETS 6-7 DIVISION I - EXISTING 50,000 GAL. ELEVATED WATER STORAGE TANK TO BE REMOVED. O.F. ELEV. 649.0' PROJECT LOCATION • DIVISION II -WATER DISTRIBUTION SYSTEM IMPROVEMENTS, WATER METER ANO VALVE REPLACEMENT SEE SHEETS 8-11 SCALE 1" = 400' 200 0 S.R 32 400 OVERALL PROJECT MAP GENERAL NOTES AND SHEET SCHEDUL I u ;:: REVISIONS BID SET C 2025 8M0i2c \ w\ V�es.w1 1 mB r Eo :n, dgwi na�y- . : rSs .1 r eJ nec1 . P.O. Box 195 Loogootee. Indiana 47553 DATE JULY 2025 DES!GN M.M.S. DRAWN M.K.W. S.L.H. Q,C. CHECK E.K.P PROJECT NUMBER 2022043-04 2 2 OF 14 FILE NUMBER 44638 I Do Not Use Plan Previews for Take Off
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