Midwestern Engineers, Inc. Plan Preview

< " �8 oG ::;8 ' � - ' �9 0� C!' = �§! .� "" Cw £� NOaO zZ 8 ;;1 ,<o 9 CITY OF LOOGOOTEE P.O. BOX 276, 401 JFK AVENUE, LOOGOOTEE, IN 47553 cm COUNCIL: MIKE ENGLEMAN JEREMY HOLLAND MARK McATEE CARROLL RAYHILL DAVE SMITH CLERK-TREASURER: LORI CARRICO MAYOR: BRIAN ADER BOARD OF WORKS: MAYOR BRIAN ADER BRANDON CARRICO DANNY CLARK JASON GREENE MARK McATEE PUBLIC WORKS SUPERINTENDENT: BO WILSON MARTIN COUNTY COMMISSIONERS: PAUL R. GEORGE, J. CODY ROUSH, AARON SUMMERS P.O. BOX 600, SHOALS, IN 47581 INDIANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT, VINCENNES, IN 47591 PH. 812-882-8330 UTILITIES ELECTRIC: DUKE ENERGY 390 N. MAIN STREET MARTINSVILLE, IN 46151 CONTACT: TIM UMBAUGH PH: 765·349-4012 TELEPHONE: sMrrHvlLLE TELEPHONE COMPANY P.O. BOX 728 GAS: SHEET NO. 1 2 3 4-5 6-8 9 10 11-13 14 15 16-17 18-20 DESIGNATION COVER 1600 W. TEMPERANCE STREET ELLETTSVILLE, IN 47429 CONTACT: BRAD HUOFF PH: 812-936-2559 FRONTIER 8001 W. JEFFERSON BLVD. FORT WAYNE, IN 46804 CONTACT: JOE SARLL PH: 260-461-3324 VECTREN 1880 W. 26TH STREET MUNCIE, IN 47302 CONTACT: JON EASTHAM PH: 765-287-2119 SHEET INDEX INDEX AND GENERAL NOTES OVERALL MAP MAINTENANCE OF TRAFFIC TYPICAL DETAILS DEMOLmON PLAN PLAN SHEET SIDEWALK GRADING PLAN SHELTER FOUNDATION PLAN SHELTER FOUNDATION DETAILS PROPOSED SHELTER BUILDING ELECTRICAL DETAILS WATER: /.16� HOL£YMOlEYSA"is: cm OF LOOGOOTEE UTILffiES P.0.BOX 276 401 JFK AVENUE LOOGOOTEE, IN 47553 CONTACT: BO WILSON PH: 812-295-2497 "CALL BEFORE YOU DIG" (TWOWORmJ �YSPl.fASE) 1-600428-5200 fROIIOUllllllE- SANITARy SEWER: �� B g� ��i GOOTEE UTILffiES CABLE: SHEET NO. DATE 401 JFK AVENUE LOOGOOTEE, IN 47553 CONTACT: BO WILSON PH: 812-295-2497 NEW WAVE COMMUNICATIONS 102 N. 5TH STREET VINCENNES, IN 47591 CONTACT: BART KOTIER PH: 812-887-8996 ZAYO BANDWIDTH 625 E. 11TH STREET INDIANAPOLIS, IN 46202 CONTACT JOHN SENESE PH: 317-524-5711 LOOGOOTEE COMMUNITY SCHOOL CORP. 201 BROOKS AVENUE LOOGOOTEE, IN 47553 CONTACT JAY HENNINGER PH: 812-709·3269 REVISIONS REVISED GENERAL NOTES: 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILmES, 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 AMERICAN DATUM (NAD 83). ELEVATIONS ARE BASED ON 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 15 TO BEGIN. 4. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS, AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT, AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANIES) IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY GIS INFORMATION AND COUNTY PLAT RECORDS. PROPERTY LINES ARE APPROXIMATE AND FOR INFORMATIONAL PURPOSES ONLY. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS. 7. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 8. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE, AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE IN THE SOILS. 9. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.00 ° /o AND A MAXIMUM RUNNING SLOPE OF 5.00 ° /o(l:20). 10. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS/SIDEWALKS. GRASS SHALL NOT CREATE A BARRIER FOR DRAINAGE FROM SIDEWALK TO OUTFALL. 11. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 12. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION. CONTRACTOR TO TEST FOR , AND CORRECT, IF ANY "BIRD BATH" CONDITIONS. 13. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. GENERAL RAILROAD NOTES: 1. REFER TO THE CSX TRANSPORTATION PUBLIC PROJECT INFORMATION MANUAL FOR ADDmONAL REQUIREMENTS NEEDED FOR WORKING ADJACENT TO CSXT. SPECIFIC SECTIONS THAT PERTAIN TO THIS PROJECT ARE: BICYCLE/PEDESTRIAN PATHWAYS AND MULTI-USE TRAILS, SPECIAL PROVISIONS FOR CONSTRUCTION NEAR CSXT PROPERTY, CONSTRUCTION SUBMISSION CRITERIA, SOIL AND WATER MANAGEMENT POLICY AND INSURANCE REQUIREMENTS FOR PUBLIC PROJECTS. 2. CONTRACTOR ACCESS WILL BE LIMITED TO THE IMMEDIATE PROJECT AREA ONLY. THE CSXT RIGHT-OF-WAY OUTSIDE THE PROJECT AREA MAY NOT BE USED FOR CONTRACTOR ACCESS TO THE PROJECT SITE AND NO TEMPORARY AT-GRADE CROSSINGS WILL BE ALLOWED. 3. THE CONTRACTOR MAY NOT USE CSXT RIGHT-OF-WAY FOR STORAGE OF MATERIALS OR EQUIPMENT DURING CONSTRUCTION WITHOUT PRIOR CSXT APPROVAL. THE CSXT RIGHT-OF-WAY MUST REMAIN CLEAR FOR RAILROAD USE AT ALL TIMES. EQUIPMENT MAY NOT BE POSITIONED TO BLOCK THE RAILROAD ACCESS ROAD, TRACK AREA OR ANY PART OF THE CSXT RIGHT-OF-WAY WITHOUT PRIOR CSXT APPROVAL. 4. THE CONTRACTOR WILL BE REQUIRED TO ABIDE BY THE PROVISIONS OF THE AGENCY/CSXT CONSTRUCTION AGREEMENT. PERIODICALLY, THROUGHOUT THE PROJECT DURATION, THE CONTRACTOR WILL BE REQUIRED TO MEET, DISCUSS AND, IF NECESSARY, TAKE IMMEDIATE ACTION AT THE DISCRETION OF CSXT PERSONNEL AND/OR THEIR AUTHORIZED REPRESENTATIVE, TO COMPLY WITH PROVISIONS OF THAT AGREEMENT AND THESE SPECIFICATIONS 5. UPON COMPLETION OF THE WORK ON CSXT PROPERTY, THE CONTRACTOR SHALL REQUEST THE OWNER TO ARRANGE A FINAL INSPECTION OF THE PROJECT WITH THE RAILROAD'S PROJECT ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 6. CSXT SHALL BE NOTIFIED AT LEAST 5 DAYS IN ADVANCE OF THE PRE-CONSTRUCTION MEETING. 7. CSXT HAS SOLE AUTHORITY TO DETERMINE THE NEED FOR TRACK PROTECTION REQUIRED TO PROTECT ITS OPERATIONS AND PROPERTY. IN GENERAL, TRACK PROTECTION WILL BE REQUIRED WHENEVER CONTRACTOR OR EQUIPMENT ARE, OR ARE LIKELY TO BE, WORKING WITHIN FIFTY FEET OF TRACK OR OTHER TRACK CLEARANCES AS SPECIFIED BY CSX. 8. AN "OBSTRUCTION FREE ZONE" MUST BE MAINTAINED ADJACENT AND PARALLEL TO THE TRACK TO ELIMINATE POTENTIAL TRIPPING HAZARDS. NO ROADWAY FEATURES (CURBS, GUARDRAIL, POLES, POSTS, OTHER) ARE PERMITIED WITHIN TWELVE (12) FEET OF THE CENTERLINE OF TRACK UNLESS FLUSH WITH THE PAVEMENT OR ADJACENT GROUND. NO PORTLAND CEMENT CONCRETE (BITUMINOUS ONLY) PERMITTED WITHIN OBSTRUCTION FREE ZONE. LEGEND EXISTING SANITARY SEWER EXISTING STORM SEWER 8 EXISTING SANITARY MANHOLE 0 EXISTING STORM MANHOLE llil EXISTING STORM INLET PROPOSED STORM SEWER • PROPOSED STORM MANHOLE • PROPOSED STORM INLET - "'- "'- GAS MAIN -,--,-- TELEPHONE _,,__,,- FIBER OPTIC __.., OVERHEAD ELECTRIC - ,�. COMMUNICATIONS LINE '° ELECTRIC METER � 'ii' GAS VALVE/ GAS METER -- � APPROX. LOT LINE s SIGN o SATELLITE DISH " RIGHT OF WAY MARKER ,a MAIL BOX o POST/BOLLARD -4> SURVEY CONTROL POINT @TREE --1 WOOD / BARBED WIRE FENCE -- Q ELECTRIC / CHAINLINK FENCE � HOUSE I H.T. I HOUSE TRAILER --ID-BURIED TELEPHONE CABLE -?- LIGHT POLE ,.,__.POWER POLE/ GUY WIRE REVISIONS BID SET C 2024 l\!idw��lem Engineers. Inc. 802 We.sl Ilroadway Strec1 P.O. Box 295 Loogoo1e�. lndiun� 47553 DATE JUNE 2024 DESIGN TMK DRAWN DRKi'.MKW Q.C. CHECK CWR PROJECT NUMBER 2022115-00 2 2 OF 20 fi INDEX AND GENERAL NOTES I FllE NU���76 ··===========================================================================================================================================================================================================================================:::::::::=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i L!:· ========� Do Not Use Plan Previews for Take Off