Midwestern Engineers, Inc. Plan Preview

Electric: CENTERPOINT ENERGY HIGHWAY 261 BOONVILLE, IN 47601 PH. 812-897-0650 UTILITIES • .. Telecoms: Knowwhat's below. AT&T - DISTRIBUTION MICHAEL HAYNES PH: 317-252 - 4007 5858 N COLLEGE AVE INDIANAPOLIS, IN 4 6220 MH2623@ATT.COM INSIGHT COMMUNICATIONS OF EVANSVILLE 1900 N FARES AVE EVANSVILLE, IN 47711 PH· 317-428-2477 TIME WARNER NEWBURGH BRENT RAFFERTY PH: 317-685 - 2991 PO BOX 21798 OWENSBORO, KY 42301 RODNEY.RAFFERTY@TWCABLE COM WIDE OPEN WEST 6600 HANK AVE, EVANSVILLE, IN 47715 PH: 866-496-9669 Call before you dig. Gas: BOONVILLE/CHANDLER NATURAL GAS BUTCH LESLIE PH: 812-897 - 2260 1425 N ROCKPORT RD BOONVIL LE, IN 47601 TEXAS GAS TRANSMISSION, LLC MIKE NANCE 610 WEST 2ND STREET OWENSBORO, KY 42301 PH· 270-926-8686 Water: CITY OF BOONVILLE VEOLIA WATER JILL CARR 117 E. LOCUST ST. BOONVILLE, IN 47601 PH: 812-897-2118 Sewer: CITY OF BOONVILLE VEOLIA WATER JILL CARR 117 E. LOCUST ST. BOONVILLE, IN 47601 PH: 812-897-2118 LOCAL AGENCIES INDIANA DEPARTMENT OF TRANSPORTATION Vincennes District, Vincennes, IN 47591 PH: 812-882-8330 WARRICK COUNTY COMMISSIONERS Dan Saylor, District 1 Terry Phillippe, District 2 Robert Johnson, District 3 Old Courthouse 107 W. Locust St. Suite 301 Boonville, IN 47601 PH: 812-897-6120 WARRICK COUNTY HIGHWAY DEPARTMENT Robert B. Howard, PE, Highway Engineer/Administrator 555 Roth Road Boonville, IN 47601 812-897-6126 EARTHWORK QUANTITIES ROAD CUT (cy) FILL (cy) NET (cy) FORREST AVE (PR-A) 1915.92 123.50 179242 ALLEY (S-2-A) 2742 5.85 21.56 RAILROAD AVE (S-3-A) 27.91 15.39 12.52 HUDSPETH AVE (S-4-A) 746 .094 6.52 CHERRY ST (S-5-A) 16.96 1.09 15 87 ALLEY (S-6-A) 8.23 0 00 8 23 SHORT ELM ST (S-7-A) 1447 0.59 13 88 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 GENERAL NOTES TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILffiES, 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 AMERICAN DATUM (NAO 83). ELEVATIONS ARE BASED ON 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 UTILffiES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILffiES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SEE THAT ALL EXISTING UTILffiES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. 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. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED, UNLESS OTHERWISE SHOWN. 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. 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. THE CONTRACTOR SHALL NOTIFY, IN WRffiNG, THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS. ALL CONSTRUCTION METHODS & MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY/TOWN, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. AFTER STRIPPING TOPSOIL, THE SUBGRADE SHOULD BE PROOF-ROLLED WITH AN ADEQUATELY LOADED VEHICLE SUCH AS A FULLY LOADED TANDEM-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. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED. THE WIDTH OF ALL CONNECTING PRIVATE SIDEWALKS SHALL MATCH THE WIDTH OF THE EXISTING SIDEWALK UNLESS NOTED OTHERWISE IN THE PLANS. CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF ALL UTILffiES PRIOR TO SHOP DRAWING SUBMITTALS FOR ALL PROPOSED STORM SEWER INFRASTRUCTURE. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS WITH PROPOSED STORM SEWER INFRASTRUCTURE. PROPOSED WATER � PROPOSED WATER MAIN & SIZE --- " PROPOSED GATE VALVE o PROPOSED BUTTERFLY VALVE � PROPOSED BLOW OFF VALVE � PROPOSED FLUSH HYDRANT "$" PROPOSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE � PROPOSED LEAK DETECTION ffiJ PROPOSED/ RELOCATED METER 8 PROPOSED PRV " PROPOSED CHECK VALVE * PROPOSED CUT AND CAP PROPOSED SANITARY PROPOSED MAIN & SIZE PROPOSED FORCE MAIN & SIZE _,._,._,._ PROPOSED SERVICE LINE 18 PROPOSED MANHOLE o PROPOSED CLEANOUT PROPOSED STORM PROPOSED MAIN & SIZE 8 PROPOSED MANHOLE □ PROPOSED INLET 0 PROPOSED CURB INLET SHEET INDEX SHEET NO. DESIGNATION 1 COVER 2 INDEX AND GENERAL NOTES 3 TYPICAL SECTIONS 4 OVERALL MAP 5 CONTROL POINT DETAIL 6 PLAT NO. 1 7 MAINTENANCE OF TRAFFIC 8-13 PLAN AND PROFILE - STREETS 14-16 PLAN AND PROFILE - STORM SEWER 17 PAVEMENT MARKING & SIGNAGE PLAN 18 CURB RAMP DETAILS 19-21 TYPICAL DETAILS 22 STRUCTURE DATA TABLE 23 PIPE MATERIALS TABLE 24-27 CROSS SECTIONS SHEET NO. DATE ---<- EXISTING WATER 4" EXISTING WATER MAIN & SIZE 8 EXISTING GATE VALVE ® EXISTING BUTTERFLY VALVE ; EXISTING BLOW OFF VALVE ;- EXISTING FLUSH HYDRANT -g- EXISTING 3 WAY HYDRANT • EXISTING HYDRA STOP @ EXISTING INSERTA VALVE r::i EXISTING LEAK DETECTION @ EXISTING METER • EXISTING PRV 0 EXISTING CHECK VALVE 'j EXISTING YARD HYDRANT � EXISTING CORP. STOP EXISTING SANITARY EXISTING MAIN & SIZE EXISTING FORCE MAIN & SIZE EXISTING SERVICE LINE <i,-j EXISTING MANHOLE 'c EXISTING CLEANOUT EXISTING STORM EXISTING MAIN & SIZE E) EXISTING MANHOLE ■ EXISTING INLET Ii! EXISTING CURB INLET REVISIONS REVISED GENERAL TOPO � SIGN • SATELLITE DISH ,a RIGHT OF WAY MARKER ,□ MAIL BOX o POST /BOLLARD ,;;,., SANITARY MANHOLE ,c @J STORM MANHOLE @TREE -, --·- WOOD/ BARBED WIRE FENCE - • --•- ELECTRIC/ CHAINLINK FENCE � HOUSE I H.T. I HOUSE TRAILER ---m,...BURIED TELEPHONE CABLE lil LIGHT POLE 'ct-POWER POLE/ GUY WIRE --•-- GAS MAIN --•-- TELEPHONE -•-•-•- FIBER OPTIC --- ,-- OVERHEAD ELECTRIC 4 SURVEY CONTROL POINT & SURVEY MONUMENT o SURVEY PIN IEl ELECTRIC METER � SW GAS VALVE/ GAS METER PLAN SHEET INFORMATION REVISIONS BID SET C 2023 Midwcitem Engi11c�rs. lnc. 802 West Broadwuy S1rce1 P.O. Bo.� 29.'i Loogootee. Indiana 475.53 DATE JUNE 2023 DESIGN CWR DRAWN DRK Q.C. CHECK PROJECT NUMBER 2021012-04 2 2 OF 27 I FlLE NU.BER 43237 I Do Not Use Plan Previews for Take Off