0 � � 0 0 " " � 00 w �' 00 w ' �I �� <- = . >, -- ..__ ro � � � 00 N NOO oO N ro ;, ' <O 0 - .--1 c� •w .. •t � � �� .� - Q -o � "u "'z w -, -ow < � \I aN co ;; -a, <• KNOX COUNTY HIGHWAY ENGINEER/SUPERINTENDENT MATTHEW HOLDEN, P.E. 1472 N STATE ROAD 67 VINCENNES, IN 47591 PH: 812-882-2884 EMAIL: mholden@knoxcounty.in.gov COMMISSIONERS KELLIE STREETER, PRESIDENT, DISTRICT 3 T.J. BRINK, VICE·PRESIDENT, DISTRICT 1 TRENT HINKLE, DISTRICT 2 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 ELE�TRIC 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 CITY OF VINCENNES WASTE DISTRICT PERMIT MANAGER SARA POLMANTER DISTRICT PERMIT INSPECTOR MARIA WALKER PH: 1-812-381-4566 PH: 1-812-486-6347 EMAIL: spolmanter@indot.in.gov EMAIL: marwalker@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 EMAIL: staneck@vinutilities.com 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 FIBER OPTIC. METRO FlBERNET, LLC ENGINEERING 3701 COMMUNICATIONS WAY EVANSVILLE, IN 47715 PH: 812-213-1050 EMAIL: 811design@metronet.com CABLE TV SERVICES CABLEONE, INC OBA SPARKLIGHT (FORMERLY NEW WAVE COMM) PH: 877•570,0500 WINDSTREAM COMMUNICATIONS 1450 N. CENTER POINT RD. HIAWATHA, IA 52233 PH: 1·8□0·289·1901 EMAIL: locate.desk@windstream.com PROJECT LOCATION EAST SIDE SEWER PHASE I DIVISION I NIEHAUS SEWER EXTENSION SEE SHEETS 3 THRU 12 FOR DETAILS PROJECT LOCATION EAST SIDE SEWER PHASE I DIVISION II SEIWERS-MEMERING SEWER EXTENSION SEE DIVISION II FOR DETAILS LEGEND: • PROJECT LOCATION MAP SHEET SCHEDULE SHEET DESCRIPTION 1 COVER SHEET 2 PROJECT LOCATION MAP, GENERAL NOTES ANO SHEET SCHEDULE 3 OVERALL PROJECT PLAN 4.9 PLAN AND PROFILE SHEETS 10-12 TYPICAL SEWER DETAILS 13 STORM WATER POLLUTION PREVENTION PLAN 14 EROSION CONTROL DETAILS Olous so U.S. 50 EX. GRAVITY SANITARY SEWER MAINS EX. SANITARY FORCE MAINS PROPOSED GRAVITY SANITARY SEWER MAINS GENERAL NOTES 1. 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. 2. 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) 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTION lWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN 4. THE LOCATION OF EXJSTING 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. EXACT LOCATION OF MANHOLES, LATERALS, CLEANOUTS, AIR RELIEF VALVES, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. COORDINATION MUST BE MADE WITH THE WASTEWATER COLLECTION SYSTEM MANAGER AT 1-812-881-6590 (CELL), A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION. 7. 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 REFERENCE PURPOSES ONLY. 8. 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 AND ARCHEOLOGY AT 1-317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 9 10 11 12. 13. 14. THE CONTRACTOR SHALL AVOID IN CHANNEL WORK (AT STREAM CROSSINGS) DURING THE FISH SPAWNING SEASON (APRIL 1 THROUGH JUNE 30) WITHOUT PRIOR WRITTEN APPROVAL OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF FISH & WILDLIFE. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. IF CAVERNS OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT OF NATURAL RESOURCES OR THE U.S. FISH & WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING PROPER MITIGATION MEASURES. BITUMINOUS RESURFACING WILL BE PAID AT THE LINEAR FOOT UNIT PRICE SUBMITTED WHEN CENTERLINE OF THE PIPE IS INSTALLED WITHIN lWO (2) FEET OF THE EDGE OF A COUNTY ROAD AND RESURFACING IS COMPLETED. BITUMINOUS RESURFACING Will NOT BE A PAY ITEM BY LINEAR FOOT WHENEVER THE CENTERLINE OF PIPE IS INSTALLED MORE THAN lWO (2) FEET FROM THE EDGE OF A PAVED COUNTY ROAD. HOWEVER, CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY ASPHALT DAMAGED IN THESE AREAS STONE RESURFACING WILL BE PAID AT THE UNIT PRICE PER LINEAR FOOT SUBMITTED WHEN THE GRAVITY SEWER MAIN OR FORCE MAIN IS INSTALLED UNDER A STONE DRIVE OR ROAD. STONE RESURFACING Will NOT BE A PAY !TEM WHEN THE SANITARY SEWER MAIN IS NOT INSTALLED UNDER A STONE DRIVE OR ROAD. HOWEVER, THE CONTRACTOR(S) Will BE RESPONSIBLE TO REPLACE ANY STONE TO BRING THE DRIVE OR ROAD BACK TO ORIGINAL CONDITION TRENCH BACKFILL FOR SEWER MAINS AND LATERALS WITHIN FUTURE ROADWAY CORRIDORS SHALL BE COMPACTED TO A MINIMUM OF 95% OF STANDARD PROCTOR MAXIMUM ORY DENSITY {ASTM 0698), IN MAXIMUM 12-INCH LOOSE LIFTS. COMPACTION SHALL EXTEND THE FULL WIDTH OF THE TRENCH LEGEND EXISTING SANITARY SEWER FORCE MAIN WARNING / LOCATE POST EXISTING AIR RELIEF VALVE LIFT STATION AND VALVE PIT CLEAN OUT • EXISTING SANITARY VALVE 8 SANITARY MANHOLE --C/M--·- SANITARY GRINDER PUMP SANITARY SEWER MAIN SANITARY FORCE MAIN PROPOSED SANITARY SEWER WATER t • SANITARY SEWER MAIN SANITARY SEWER LATERAL SANITARY MANHOLE EXISTING 3-WAY FIRE HYDRANT ANO VALVE EXISTING 2-WAY FIRE HYDRANT AND VALVE t EXISTING FLUSH HYDRANT AND VALVE 'f' YARD HYDRANT ' EXISTING BLOW OFF AND VALVE S PRESSURE REDUCING VALVE c::i EXISTING LEAK DETECTION DEVICE @ WATER METER si- SPRINKLER HEAD 8 EXISTING GATE VALVE • 0 ELECTRICAL E3 • EXISTING BUTTERFLY VALVE EXISTING CHECK VALVE EXISTING CURB STOP EXISTING WATER MAIN AND SIZE ELECTRICAL PEDESTAL ELECTRICAL METER LIGHT POLE UTILITY POLE WITH GUY BURIED ELECTRIC --osE-- OVERHEAD ELECTRIC TELECOMMUNICATIONS --0>- -·- ., ' GAS ..,,,._ • " C TELEPHONE PEDESTAL FIBER OPTIC WARNING / LOCATE POST TELEVISION PEDESTAL BURIED TELEPHONE GAS WARNING / LOCATE POST EXISTING GAS VALVE GAS METER GAS MAIN AND SERVICE LINE SURVEY ♦ "' 7 SURVEY POINT / BENCH MARK SURVEY MONUMENT HIGH WATER MARK STORM SEWER '1lDIIl STORM STRUCTURES :J�P-< CULVERT TYPE AND SIZE 9 STORM MANHOLE MISCELLANEOUS <S SIGN o SATELLITE DISH s RIGHT OF WAY MARKER a MAIL BOX o POST a @ --I - - __ , __ MANHOLE REDUCER CAP TREE WOOD FENCE WOVEN WIRE FENCE E -- ELECTRIC FENCE -- cc -- CHAIN LINK FENCE � HOUSE HOUSE TRAILER OVERALL PROJECT MAP, GENERAL NOTES AND SHEET SCHEDULE REVISIONS 7/1/2025 BID SET " 202S Midwestern Engirn:ers. Inc. 802 West Broudway Street P.O. Bo� 295 Loogootee. Indi,u1a 47553 DATE JULY 2025 DESIGN C.W.R. DRAWN C.Z.M. Q.C. CHECK E.K.P. PROJECT NUMBER 2018092-01 2 2 OF 14 I FILE NUMBER I LI 5'Q(, 3 Do Not Use Plan Previews for Take Off
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