Midwestern Engineers, Inc. Plan Preview

HARRISON COUNTY COMMISSIONERS HARRISON COUNTY COMMISSIONERS 245 ATWOOD ST, SUITE 100 CORYDON, IN 47112 CHARLES CRAWFORD NELSON STEPRO BRAD WISEMAN DISTRICT 1 DISTRICT 2 DISTRICT 3 HARRISON COUNTY HIGHWAY DEPARTMENT HARRISON COUNTY HIGHWAY DEPARTMENT 1359 OLD HWY. 135 SW CORYDON, IN 47112 ATTN: KEVIN RUSSEL PHONE: (812)-738-2920 EMAIL: K.RUSSSELl!IHARRISONCOUNTY.IN.GOV INDIANA DEPARTMENT OF TRANSPORTATION SEYMOUR DISTRICT 185 AGRICO LANE SEYMOUR, IN 47274 PHONE: (812)-463-6848 FAX: (812)-522-7658 FALLS CITY SUB DISTRICT 5701 HWY. 31 CLARKSVILLE, IN 47129 EMAIL: SECOMMUNICATIONS@INDOT.IN.GOV SHEET SCHEDULE 1 COVER SHEET 2 PLAN INFORMATION SHEET 3 OVERALL MAP 4 PLAN SHEET 5 CROSS SECTIONS 6-7 TYPICAL WATER DETAILS UTILITIES TELECOM: CABLE TV: FIBER OPTIC: FRON]ER COMMUNICATIONS 24373 Country Road 45 ELKHART, IN 46516 ATTN: PHIL NASH PHONE: 574-875-3796 EMAIL: PHILNASH@FTR.COM WINDSTREAM COMMUNICATIONS 111 S. MAIN ST. ELIZABETHTOWN, KY 42701 PHONE: (270)-765-1892 INSIGHT COMMUNICATIONS 3408 INDUSTRIAL PARKWAY JEFFERSONVILLE, IN 47130 ATTN: DAVID BROWN PHONE: (812)-288-6471 FAX: (513)-229-0423 MAINSTREAM FIBER NETWORKS, LLC 2370 LANDMARK WAY NE, UNIT 102 CORYDON, IN 47112 PHONE: (844)-752-6736 - Know what's below. Call before you dig. ELECTRIC: GAS: WATER: UNITE PRIVATE NETWORKS 1828 WALNUT ST, FLOOR 6 KANSAS CITY, MO 64108 SANITARY SEWER: PHONE: (816)-903-9400 FAX: (816)-903-9401 DUKE ENERGY 390 N MAIN ST. MARTINSVILLE, IN 46151 ATTN: TIM UMBAUGH PHONE: (765)-349-4012 EMAIL: TIM.UMBAUGHOOUKE-ENERGY.COM H ARRISON COUNTY R.E.M. C. 1165 OLD FOREST RD NW CORYDON, IN 47112 PHONE: 812-738-4115 INDIANA UTILITIES CORPORATION 123 W. CHESTNUT ST. CORYDON, IN 47112 PHONE: (812)-738-3235 FAX: (812)-738-1512 TOWN OF CORYDON 219 N. CAPITOL AVE. CORYDON, IN 47112 ATTN: STACY SAILOR PHONE: (812)-738-3958 TOWN OF CORYDON 219 N. CAPITOL AVE CORYDON, IN 47112 ATTN: LARRY FESSEL PHONE: (812)-738-3958 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 COORDINATE SYSTEM (EAST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAO 83). 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 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. EXACT LOCATION OF GATE VALVES, HYDRANTS, FITTINGS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING WATER MAIN. COORDINATE WITH THE WATER AND SEWER MAINTENANCE SUPERINTENDENT, DAVID COBURN AT 812-738-3958 A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO ANY TAPPING OF EXISTING MAINS. 7. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. 8. 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 AND WILDLIFE. 9. IF ANY ARCHEOLOGICAL 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, PHONE No. 317-232-1646. NO ADDITIONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 10. BITUMINOUS RESURFACING WILL BE PAID BY THE SQUARE YARD UNIT PRICE SUBMITTED WHEN CENTERLINE OF PIPE IS INSTALLED WITHIN TWO (2) FEET OF THE EDGE OF A PAVED COUNTY ROAD AND RESURFACING IS COMPLETED. BITUMINOUS RESURFACING WILL NOT BE A PAY ITEM BY SQUARE YARD WHENEVER CENTERLINE OF THE PIPE IS INSTALLED MORE THE TWO (2) FEET FROM THE EDGE OF A PAVED COUNTY ROAD. HOWEVER, CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY ASPHALT DAMAGED IN THOSE AREAS. 11. STONE RESURFACING WILL BE PAID AT THE UNIT PRICE PER TON SUBMITTED WHEN THE WATER MAIN IS INSTALLED UNDER A STONE DRIVE OR ROAD. STONE RESURFACING WILL NOT BE A PAY ITEM WHEN THE WATER 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. 12. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 13. 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. 14. ALL SINKHOLES THAT OCCUR IN CONSTRUCTION AREAS SHALL BE LEFT UNDISTURBED ALONG WITH A 25 FOOT BUFFER AROUND THE HIGHEST CLOSED CONTOURS OF THE SINKHOLE. EXISTING VOLUME OF SURFACE DRAINAGE TO SINKHOLES SHALL BE MAINTAINED AND DRAINAGE FROM CONSTRUCTION SITES WILL BE FILTERED OR TREATED PRIOR TO ENTERING A SINKHOLE. LEGEND w--- -W---W-t!8>---W--- -w J w-�tw-- -w---w*�--w--- -w---w�'--w--- -w---W-t!�>'---W--- -w--- w� w--- -W---W-®>----W--- ------- ---�--- ___i____ ___.i,___ ----ffil----- EXISTING WATER MAIN AND SIZE EXISTING GATE VALVE EXISTING FLUSH HYDRANT EXISTING FIRE HYDRANT EXISTING BLOW-OFF VALVE EXISTING LEAK DETECTION DEVICE EXISTING PRESSURE REDUCING VALVE EXISTING SERVICE LINE AND METER PROPOSED WATER MAIN AND SIZE PROPOSED HYDRA-STOP PROPOSED GATE VALVE PROPOSED FIRE HYDRANT W/ 6" GATE VALVE PROPOSED FLUSH HYDRANT W/ 3" GATE VALVE PROPOSED SERVICE LINE AND METER TREE HOUSE H.T. HOUSE TRAILER --- BURIED TELEPHONE CABLE GAS MAIN - --HT- - HIGH TENSILE FENCE = WOVEN OR BARBED WIRE FENCE WROUGHT IRON OR CHAIN LINK FENCE :---/- ELECTRIC OR WOOD FENCE UTILITY POLE WITH GUY WIRE = DRAINAGE CULVERT PLAN SHEET INFORMATION • - REVISIONS BID SET C 2024 Midwestern Engineers. Jnc. 802 West Broadway Street P.O. Box 295 Loogootee, !ndiana47553 DATE FEB. 2024 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2023002-06 2 2 OF 7 I FlLE NUMBER 43938 I Do Not Use Plan Previews for Take Off