Midwestern Engineers, Inc. Plan Preview

TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING SHEET SCHEDULE 1. UTILITIES UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. SHEET NO. DESIGNATION - Gas: 1 COVER Electric: 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE COORDINATE SYSTEM (WEST ZONE) REFERENCED TO THE Centerpoint Distribution . •. Boonville/Chandler Natural Gas 1983 NORTH AMERICAN DATUM (NAD 83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD 88). 2 INDEX AND GENERAL NOTES Contact: Jefferson Jack.son • 1425 N. Rockport Rd. Ph: 812.204.9095 • Boonville, IN 47601 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 1-800-382-5544 PRIOR TO ANY CONSTRUCTIONTWO FULL 3 OVERALL MAP Contact: Shelby Williams Contact: Butch Leslie WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4 PLAN SHEET - DES.: No. 1700170 Ph: 812.228.7631 John Lewellyn Knowwtiat's below. Ph: 812.897.2260 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL 5 PLAN SHEET - DES.: No. 1701058 Centerpoint Transmission LOCATION. ALTHOUGH THESE PLANS HAVE ATIEMPTED TO SHOW ALL EXISTING UTIUTIES, THE CONTRACTOR SHALL NOT ASSUME 6 PLAN SHEET - DES.: No. 1702072 Contact: Jackson Traylor Call beforellOUdig. ALL EXISTING UTILITIES HAVE BEEN SHOWN. THEREFORE IT SHALL BE THE CONTRACTORS RESPONSIBILITT TO SEE THAT ALL Ph: 812.213.6022 Water: EXISTING UTILITTES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE 7-9 TYPICAL DETAJLS Town of Tennyson AREA. Communications: 112 N. Main St. AT&T Tennyson, IN 47637 5. EXACT LOCATION OF GATE VALVES, HYDRANT, FITTINGS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 134 NW 6th St. Contact: Gary Higgs Evansville, IN 41601 Ph: 812.202.0297 6. DOWN TIME COORDINATION MUST BE MADE WITH THE WATER UTILITY PRIOR TO WET OR DRY TAPPING WATER MAIN. Contact: Jeremy Hile COORDINATE WITH GARY HIGGS, TOWN OF TENNYSON UTILITT SUPERVISOR AT (812) 202-0297, A Ph: 812.464.6055 MINIMUM OF TEN (10) WORKJNG DAYS PRIOR TO TAPPING OF EXISTING MAINS. NO CONNECTIONS SHALL BE MADE ON FRIDAY. Contact: Matt Spindler Ph: 317.265.3050 7. PROPERTY LINES, WHERE SHOWN, ARE BASED ON THE COUNTY IMPROVEMENT PLANS AND/OR COUNTY PLAT RECORDS. THE SAID FIBER: PROPERTY LINES ON THESE PLAN SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. Mainstream Fiber Networks,LLC Ph: 844.752.6736 8. THE CONTRACTOR SHALL AVOID IN CHANNEL WORK (AT STREAM CROSSINGS) DURING THE FISH SPAWNING SEASON (APRIL 1 8887 High Pointe Dr., Suite F THROUGH JUNE 30) WITHOUT PRIOR WRITIEN APPROVAL OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF Newburgh, IN 47630 FISH & WILDLIFE. 9. 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 & ARCHAEOLOGY, PHONE NO. 317-232-1646. NO ADDITTONAL EXCAVATION WORK SHALL BE DONE WITHOUT RECEIVING THEIR APPROVAL. 10. BITUMINOUS RESURFACING WILL BE PAID AT THE LINEAR FOOT PRICE SUBMITTED WHEN CENTERLINE OF PIPE IS INSTALLED WITHIN TWO (2) FEET OF THE EDGE OF PAVED COUNTY ROAD AND RESURFACING IS COMPLETED. BITUMINOUS RESURFACING WILL NOT BE A PAY ITEM (LINEAR FOOT) WHEN THE CENTERLINE OF PIPE IS INSTALLED MORE THAN TWO (2) FEET FROM THE EDGE OF A PAVED COUNTY ROAD. HOWEVER, CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY ASPHALT DAMAGED IN THESE 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 LOCAL AGENCIES DRIVE OR ROAD. HOWEVER, THE CONTRACTOR(S) WILL BE RESPONSIBLE TO REPLACE ANY STONE TO BRING THE DRIVE OR ROAD BACK TO ORIGINAL CONDITTON. INDIANA DEPARTMENT OF TRANSPORTATION WARRICK COUNTY HIGHWAY DEPARTMENT 12. THE CONTRACTOR SHALL REQUIRE TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE Rusty Fowler, Deputy Commisioner 555 Roth Rd. FUGITTVE DUST EMISSIONS. Vincennes District, Boonville, IN 47601 3650 SOUTH U.S. HIGHWAY 41 Contact: Robert Howard Jr., P.E. Engineer/Administrator 13. IF CAVES OR SPRINGS ARE ENCOUNTERED DURING EXCAVATION, WORK SHALL STOP IMMEDIATELY AND THE INDIANA DEPARTMENT VINCENNES , IN 47591 PH:812.897.6126 OF NATURAL RESOURCES OR THE U.S. FISH AND WILDLIFE OFFICE SHALL BE CONTACTED CONCERNING ROPER MITTGATION PH: 1.855.463.6848 Email :highway@warrickcounty.gov MEASURES EMAIL: SWINCOMUNICATIONS@INDOT.GOV WARRICK COUNTY COMMISSIONERS 14. ALL SINKHOLES THAT OCCUR IN CONSTRUCTION AREAS SHALL BE LEFT UNDISTURBED ALONG WITH A 25 FOOT BUFFER AROUND THE EVANSVILLE SUBDISTRICT Dan Saylor, District 1 HIGHEST CLOSED CONTOURS OF THE SINKHOLE. EXISTING VOLUME OF SURFACE DRAINAGE TO SINKHOLES SHALL BE MAINTAINED 16601 N Boyle Lane Terry Phillippe, District 2 AND DRAINAGE FROM CONSTRUCTION SITES WILL BE FILTERED OR TREATED PRIOR TO ENTERING A SINKHOLE Evansville, IN 47725 Robert Johnson, District 3 PH: 812.867.9016 107 West Locust Street 15. NOTES ON PLANS PERTAINING TO BITUMINOUS RESURFACING, NEW STORM SEWERS OR STRUCTURES, GUTIERS, SOD, SAW CUTS, Fax: 812.867.9020 Suite 301 DROP INLETS, CONCRETE PAVEMENT, CATCH BASINS, CULVERT PIPES, END SECTIONS, EROSION CONTROL, DITCHES, SIDEWALKS, Boonville, IN 47601 CONSTRUCTION LIMITS, ETC. ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT PART OF THE WATER MAIN RELOCATION. TELL cm SUBDISTRICT PH: 812.897.6120 15077 Old SR 37 Tell City, IN 47586 UTILITY COORDINATOR PH: 812.836.2111 GAi Consultants Fax: 812-836-2114 708 West Seminary Street, Suite 3 Vevay, IN 47043 REVISIONS DISTRICT PERMIT MANAGER Contact: Brian W. Craig, P.E. Sara Palmanter PH:812.226.0951 PH: 812.381.4566 EMAIL: spolmanter@indot.lN.gov DISTRICT PERMIT INSPECTOR Meredith Dickens PH: 812.830.8322 EMAIL: mdickens@indot.IN.gov PROPOSED WATER EXISTING WATER GENERAL TOPO '® PROPOSED WATER MAIN & SIZE -w----C 4" EXISTINGWATER MAIN & SIZE $ SIGN 8 PROPOSED GATE VALVE 9 EXISTING GATE VALVE 9 SATELLITE DISH • PROPOSED BUTTERFLY VALVE @ EXISTING BUTIERFLY VALVE !!I RIGHT OFWAY MARKER 12/18/2021 ij PROPOSED BLOW OFF VALVE ' EXISTING BLOW OFF VALVE l(] MAIL BOX i PROPOSED FLUSH HYDRANT t EXISTING FLUSH HYDRANT 0 POST/BOLLARD V PROPOSED 2 WAY HYDRANT l EXISTING 2 WAY HYDRANT 8 SANITARY MANHOLE BID SET t PROPOSED 3 WAY HYDRANT t EXISTING 3 WAY HYDRANT (§ STORM MANHOLE • PROPOSED HYDRA STOP • EXISTING HYDRA STOP @TREE • PROPOSED INSERTA VALVE • EXISTING INSERTA VALVE WOOD I BARBED WIRE FENCE C 2024 Midwestern Engineers, Inc. 802 West Broadway Street P.O. Box 295 Loogootee. Indiana 47553 Ill PROPOSED LEAK DETECTION r:i EXISTING LEAK DETECTION ELECTRIC/ CHAINLINK FENCE DATE ' 1B PROPOSED/ RELOCATED METER ® EXISTING METER � HOUSE 8 PROPOSED PRV l EXISTING PRV I H,I. I HOUSE TRAILER DEC.2024 DESIGN Ill PROPOSED CHECK VALVE Ill EXISTING CHECK VALVE ---m---BURIED TELEPHONE CABLE C.W.R. Y.H. PROPOSED CUT AND CAP r EXISTING YARD HYDRANT -<?- LIGHT POLE '1' DRAWN ,I) EXISTING CORP. STOP �POWER POLE/ GUY WIRE C.J.B. Q.C. CHECK GAS MAIN E.K.P. -r--r-- TELEPHONE PROJECT NUMBER ' --ro FIBER OPTIC 2022025-01 OVERHEAD ELECTRIC • SURVEY CONTROL POINT & SURVEY MONUMENT IE] ELECTRIC METER ii w GAS VALVE/ GAS METER 2 2 OF 9 ' INDEX AND GENERAL NOTES " I FlLE NUMBER I 44547 Do Not Use Plan Previews for Take Off