Midwestern Engineers, Inc. Plan Preview

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 (EAST 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 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 ATIEMPTED 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, BUTIERFLY VALVES, HYDRANTS, FITIINGS, 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 MAINS. COORDINATE WITH DONALD SMITH, JR., SUPERINTENDENT, AT 1-812-371-6030, A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO WET/DRY TAPPING OF EXISTING MAINS. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE ON A MONDAY OR A TUESDAY. 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. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 10. 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. 11. THE CONTRACTOR SHALL AVOID IN-CHANNEL WORK (AT STREAM CROSSINGS) DURING THE FISH SPAWNING SEASON (APRIL 1 THRU JUNE 30) WITHOUT PRIOR WRITIEN APPROVAL OF THE INDIANA DEPARTMENT OF NATURAL RESOURCES - DIVISION OF FISH AND WILDLIFE. 12. REPAIRS TO EXISTING UTILITIES AS A RESULT OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER CONTRACTOR SHALL EXERCISE ANY MEANS THEY DEEM NECESSARY TO IDENTIFY AND PREVENT DAMAGE TO EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO POTHOLING, VACUUM EXCAVATION OR PRIVATE UTILITY LOCATING. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL SANITARY SEWER, SANITARY SEWER SERVICE LATERALS, STORM SEWER PIPING AND STRUCTURES WHICH MAY BE IMPACTED WITH THE INSTALLATION OF THE PROPOSED WATERMAIN AT NO ADDITIONAL COST TO THE OWNER. 14 CONTRACTOR SHALL PHOTO DOCUMENT ANY AND ALL ENCOUNTERED UTILITIES PRIOR TO AND FOLLOWING REPAIR 15 CONTRACTOR SHALL MAINTAIN 10'-0" HORIZONTAL AND 1'6" VERTICAL SEPARATION BETWEEN PROPOSED WATERMAIN AND SANITARY OR STORM SEWERS (INCLUDING SERVICE LATERALS) IN ACCORDANCE WITH IDEM REQUIREMENTS, UNLESS OTHERWISE NOTED ON THE PLANS. 16 CONTRACTOR TO COMPLY WITH ALL APPLICABLE PERMIT AND STATUTORY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, INDIANA DEPARTMENT OF TRANSPORTATION, EASTERN BARTHOLOMEW WATER CORPORATION, BARTHOLOMEW COUNTY, & OTHER APPLICABLE LOCAL, STATE & FEDERAL AGENCIES 17 TRAFFIC CONTROL AND SIGNAGE TO BE UTILIZED, WHERE APPLICABLE, SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LATEST REVISION. CONTRACTOR SHALL ADHERE TO ALL INDOT AND LOCAL MAINTENANCE OF TRAFFIC REQUIREMENTS 18. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH OSHA REGULATION 29 C.F.R., SUBPART P, FOR TRENCH SAFETY SYSTEMS t 19. CONTRACTOR SHALL LEAVE NO EXCAVATION OPEN OVERNIGHT, UNLESS ADEQUATELY PROTECTED BY EQUIPMENT, BARRICADES, SAFETY FENCES & WARNING LIGHTS. POINT OF CONNECTION No. 4 SHEET SCHEDULE • 1 COVER SHEET • • 2 3-9 GENERAL NOTES, INFORMATION, AND OVERALL MAP WATER MAIN PLAN SHEETS • • 10 11 KING'S HAWAIIAN BAKERY METER PIT DETAILS EROSION CONTROL NARRATIVE • 12-14 TYPICAL WATER DETAILS • 15 TYPICAL EROSION CONTROL DETAILS BARTHOLOMEW COUNTY COUNTY HIGHWAY DEPARTMENT I ANNY HOLLANDER, ENGINEER WIGHT SMITH, SUPERINTENDENT H: 1-812-379-1660 452 STATE ST, OLUMBUS, IN 47201 BARTHOLOMEW COUNTY COMMISSIONERS RRY KLEINHENZ, CHAIR ARL LIENHOOP ONY LONDON COUNTY COMMISSIONERS OFFICE PH: 1-812-379-1515 440 THIRD ST., SUITE 101 COLUMBUS, IN 47201 NDIANA DEPARTMENT OF [TRANSPORTATION - SEYMOUR DISTRICT 185 AGRICO LANE DISTRICT PERMIT INSPECTOR SEYMOUR, IN 47274 BRANDON CARTER f?H: 1-855-463-6848 PH: 812-216-2032 1 ecommunications@indot.in.gov brcarter1@indot.in.gov , !STRICT PERMITS MANAGER EVID MAYNARD H: 812-569-2807 maynard@indot.in.gov �EGEND I PROPOSED WATER EXISTING WATER UTILITIES TELEPHONE: AT&T DISTRIBUTION 240 N. MERIDIAN ST., RM. 1791 INDIANAPOLIS, IN 46204 PH 317-265-3050 ATTN: MATT SPINDLER ms4822@att.com TELEPHONE. SMITHVILLE TELEPHONE 1600 W. TEMPERANCE ST. ELLETTSVILLE, IN 47429 PH 812-935-2423 ATTN: BRAD HUDOFF brad.hudoff@smithville.com ELECTRIC BARTHLOMEW COUNTY REMC 1697 W. DEAVER RD. COLUMBUS, IN 47201 PH: 812-418-5019 ATTN COLTON CARDEN ccarden@bcremc.com ELECTRIC: DUKE ENERGY 100 S MILL CREEK RD. NOBLESVILLE, IN 46062 PH: 317-776-5320 ATTN DON MCDUFFY dei-dline-coord@duke-energy.com FIBER OPTIC: ZAYO BANDWIDTH 722 N. HIGH SCHOOL RD. INDIANAPOLIS, IN 46214 PH 765-341-1199 ATTN: WAYLON HIGGINS waylon.higgins@zayo.com FIBER OPTIC AT&T TRANSMISSION 555 E. COOK STREET SPRINGFIELD, IL 62703 PH: 217-381-4284 ATTN: VANESSA ROSS vf2021@att.com GAS: CENTERPOINT ENERGY (SOUTH) 1800 W. 26TH ST. MUNCIE, IN 47302 PH 765-287-2119 WATER: EASTERN BARTHOLOMEW WATER CORPORATION 2413 W. 700 N . TAYLORSVILLE, IN 47280 PH: 812-526-9777 ATTN DONALD SMITH super@ebwconline.net SEWER, WATER: COLUMBUS UTILITIES 1111 MCCLURE RD COLUMBUS, IN 47201 PH 812-418-6419 ATTN ASHLEY GETZ agetz@columbusut1lities.orf SEWER: DRIFTWOOD UTILITIES P O BOX 446 COLUMBUS, IN 47202 PH 812-350-0175 ATTN JON EASTHAM publicproject@centerpointenergy.com ATTN JASON NEWTON newtonjsmm@outlook.com GAS PIPELINE TC ENERGY - ANR PIPELINE CO. PH 765-316-0299 ATTN JADE AMOS jade.amos@tcenergy.com CABLE TV: COMCAST CABLE q c1 ......ab11-.an11 ..,,...... h PROPOSED WATER MAIN & SIZE " PROPOSED GATE VALVE -e·w- EXISTING WATER MAIN & SIZE e EXISTING GATE VALVE GENERAL TOPO @ SIGN • SATELLITE DISH Ii W GAS VALVE I GAS METER I GAS MARKER -<MS- GAS MAIN o PROPOSED BUTIERFLY VALVE � PROPOSED BLOW OFF VALVE � PROPOSED FLUSH HYDRANT i PROPOSED 2 WAY HYDRANT "$° PROPOSED 3 WAY HYDRANT • PROPOSED HYDRA STOP • PROPOSED INSERTA VALVE ' PROPOSED LEAK DETECTION i;i PROPOSED I RELOCATED METER 8 PROPOSED PRV " PROPOSED CHECK VALVE * PROPOSED CUT AND CAP EROSION CONTROL Ill.I EROSION CONTROL BLANKET � SILT FENCE ® EXISTING BUTTERFLY VALVE ' EXISTING BLOW OFF VALVE t EXISTING FLUSH HYDRANT f EXISTING 2 WAY HYDRANT t EXISTING 3 WAY HYDRANT • EXISTING HYDRA STOP � EXISTING INSERTA VALVE i!:l EXISTING LEAK DETECTION @ EXISTING METER l EXISTING PRV & EXISTING CHECK VALVE '" '[ EXISTING YARD HYDRANT <D EXISTING CORP. STOP a RIGHT OF WAY MARKER -,- TELEPHONE lll MAIL BOX -eo- FIBER OPTIC 0 POST/BOLLARD -oa,- OVERHEAD ELECTRIC 8 SANITARY MANHOLE � SURVEY CONTROL POINT 8 STORM MANHOLE & SURVEY MONUMENT @TREE "' ELECTRIC METER -1-x- WOOD I BARBED WIRE FENCE -ec ,--- PROPERTY LINE -e-cc- ELECTRIC I CHAINLINK FENCE -=- RIGHT OF WAY E] HOUSE -w�,- LIMITED ACCESS RIGHT OF WAY I H.T I HOUSE TRAILER --m--BURIED TELEPHONE CABLE -¢- LIGHT POLE �POWER POLE I GUY WIRE EASTERN BARTHOLOMEW WATER CORPORATION TAYLORSVILLE 500,000 GALLON ELEVATED WATER STORAGE TANK OVERFLOW ELEV = 808 O' � PORTABLE CONSTRUCTION DUMPSTER D PORTABLE TOILET TEMPORARY CONCRETE WASHOUT BASIN LIMITS OF DISTURBANCE � TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD SHEET 5 SHEET 4 t-'----..._ SHEET 3 NEW KING'S HAWAIIAN BAKERY METER PIT SEE SHEET 10 700 N SHEET 8 EASTERN BARTHOLOMEW WATER CORPORATION WELL FIELD 300 150 0 �,--- ,--- ---,EASTERN BARTHOLOMEW WATER CORPORATION OFFICE AND WATER TREATMENT PLANT SHEET 7 ,..L.. SHEET 9 POINT OF CONNECTION No. 7 \ \ " "> SHEET 6 cl \c ,, '/;, � ( \ � POINT OF CONNECTION No. 5 I .. "'· �·1 v "' 'I, <;,'1- "- I \ 0, \, \ '-:,. \ POINT OF CONNECTION No. 3 C, > .z i if;J J �J� DANIEL D,R. S Taylorsville C , � , _. '- �---�--7 --;:::-1:; im,m,-- ,� -��· '� ---1 I' \ ,2"W I • . zw ,cl!--...___., ,Mz 'I,.... W 600 N' :_,�POINT OF CONNECTION No 'TI CONTINENTAL DR. PROJECT LOCATION OVERALL MAP .• 300 l 1 h ' I ; I l • \ GENERAL NOTES, INFORMATION, AND OVERALL MAP REVISIONS 9/4/2024 BID SET � 2024 Midwestern Engineers. Inc. 802 We:;t Broadway Stre�! PO Box 295 Loogoote.,. Indian:, 47553 DATE SEPT. 2024 DESIGN EKP/SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 2 2 OF 15 I FllE NUMBER 44240 I Do Not Use Plan Previews for Take Off