Midwestern Engineers, Inc. Plan Preview

• 0 w r w z 0 0 z 0 0 " �' N N " w z " � w � w' :, 0 0 0 0 z .� � <� _w 0� ·" • �· � � �o NO Q oz � �-, ' Wo t >< = •u 2W u ;.; or • 00 < � -< �u - � "6 • " '; w- !;;: :g o- �N "m 0� �� <" WARRICK COUNTY HIGHWAY 555 ROTH RD. BOONVILLE, IN 47601 812-897-6126 ROBERT 8. HOWARD, P.E. HIGHWAY ENGINEER/ HIGHWAY ADMINISTRATOR SPENCER COUNTY HIGHWAY 920 E. 800 N. DALE KENNEY CHRISNEY, IN 47611 HIGHWAY SUPERINTENDENT 812-362-8331 WARRICK COUNTY COMMISSIONERS OLD COURTHOUSE 107 WEST LOCUST SUITE 301 BOONVILLE, IN 47601 812-897-6120 DAN SAYLOR: DIST 1 TERRY PHILLIPPE: DIST 2 ROBERT JOHNSON DIST 3 SPENCER COUNTY COMMISSIONERS 200 MAIN STREET, RM 6 ROCKPORT, IN 47635 812-649-6005 JAMES SEILER, DISTRICT 1 HEATHER GRIES, DISTRICT 2 THOMAS BROWN, DISTRICT 3 INDIANA DEPARTMENT OF TRANSPORTATION VINCENNES DISTRICT 3650 SOUTH U.S. 41 VINCENNES, IN 47591 PH 1-800-279-5758 FAX: 1-812-895-7479 PERD SCALE: 1" = 1000' "-··-�·�,----·-- 0 500 1000� r • � > :i " > 7. 3 � r FLEMMING RD - .. NHW HOPERll EXISTING WATER TREATMENT PLANT -- 8" 18 ·'• - • ,\ E.MYliRS RD 14" .4' -. / 8 ' 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 LOCATIONDATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (WEST 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/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 EXISTING WATER MAINS. COORDINATE WITH JILL CARR, UTILITY MANAGER, AT 1-812-305-2607 (OFFICE), A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO WET/DRY 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 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 EXCAVATIONWORK 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 10. 11 THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 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. BITUMINOUS RESURFACING WILL BE PAID AT THE LINEAR FOOT UNIT PRICE SUBMITIED WHEN CENTERLINE OF THE PIPE IS INSTALLED WITHIN TWO (2) FEET OF THE EDGE OF A COUNTY ROAD AND RESURFACING IS COMPLETED. BITUMINOUS RESURFACING WILL NOT BE A PAY ITEM BY LINEAR FOOT WHENEVER 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. ,. , . .,_ ,4" ,r 0 • � g • w- ,s.,, \.4- U' "NEW"HOrE RD ,,. • • ,. t ,· . . 3 r. C.R. 6(X)N C.R. <;00 N • PROPOSED WATER EXISTING WATER GENERAL TOPO __..iii) PROPOSEDWATER MAIN & SIZE e PROPOSED GATE VALVE --+ 4" EXISTING WATER MAIN & SIZE " EXISTING GATE VALVE "' SIGN • SATELLITE DISH o PROPOSED BUTIERFLY VALVE � PROPOSED BLOW OFF VALVE ? PROPOSED FLUSH HYDRANT ¥' PROPOSED 2 WAY HYDRANT i PROPOSED 3 WAY HYDRANT @ EXISTING BUTTERFLY VALVE ; EXISTING BLOW OFF VALVE t EXISTING FLUSH HYDRANT f EXISTING 2 WAY HYDRANT t EXISTING 3 WAY HYDRANT " RIGHT OF WAY MARKER Ill MAIL BOX o POST/BOLLARD 8 SANITARY MANHOLE @) STORM MANHOLE ®TREE • PROPOSED HYDRA STOP • EXISTING HYDRA STOP • PROPOSED INSERTA VALVE ® PROPOSED LEAK DETECTION • EXISTING INSERTA VALVE r::i EXISTING LEAK DETECTION @ EXISTING METER _, ___ WOOD/ BARBED WIRE FENCE ELECTRIC/ CHAINLINK FENCE HOUSE ill PROPOSED/ RELOCATED METER 8 PROPOSED PRV l EXISTING PRV I H.T, I HOUSE TRAILER tll PROPOSED CHECK VALVE * PROPOSED CUT AND CAP a, PROPOSED CORP. STOP 0 EXISTING CHECK VALVE 'j EXISTING YARD HYDRANT a, EXISTING CORP. STOP -m---BURIED TELEPHONE CABLE <?- LIGHT POLE 19.- POWER POLE/ GUY WIRE GAS MAIN SHEET SCHEDULE SHEET DESCRIPTION COVER SHEET 2 PROJECT LOCATION MAP, SHEET SCHEDULE AND GENERAL NOTES 3 WELL FIELD SITE PLAN 4-5 TYPICAL WATER DETAIL SHEETS ----- ----- TELEPHONE -•-•-·- FIBER OPTIC --• OVERHEAD ELECTRIC + SURVEY CONTROL POINT & SURVEY MONUMENT � ELECTRIC METER � W GAS VALVE/ GAS METER UTILITIES ELECTRICAL GAS: TELECOMS VECTREN I CENTERPOINT ENERGY SEWERtWATER CITY OF BOONVILLE VEOLIA WATER BOONVILLE NATURAL GAS BUTCH LESLIE AT&T - DISTRIBUTION MICHAEL HAYNES (317) 252 - 4007 HIGHWAY 261 JILL CARR BOONVILLE, INDIANA 47601 JEREMIAH PARKER 117 E. LOCUST ST. BOONVILLE, IN 47601 PH 812-897-2118 (812) 897-2260 1425 N ROCKPORT RD BOONVILLE, IN 47601 5858 N COLLEGE AV E INDIANAPOLIS, IN 4 6220 MH2623@ATI.COM PH 812-491-4754 .,-18' r .,1;:.· HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" (TWO WORKING DAYS PLEASE) 1-800-382-5544 INSIDE INOIANA 1-800-428-5200 FROM OUTSIDE lNOIANA - - R 500 N -- - -=-------,�"-:- TEXAS GAS TRANSMISSION, LLC MIKE NANCE 610 WEST 2ND STREET OWENSBORO, KY 42301 PH: 270-926-8686 r r /I O \\ INSIGHT COMMUNIC ATIONS OF EVANSVILLE 1900 N FARES AVE EVANSVILLE, IN 47711 (812) 428-2477 TIME WARNER NEWBURGH BRENT RAFFERTY (270) 685 - 2991 PO BOX 21798 OWENSB ORO, KY 42301 RODNEY RAFFERTY@TWCABLE.COM WIDE OP EN WEST 6600 HANK AVE, EVANSVILLE, IN 47715 (866) 496-9669 .,_-------�---=,:;; T�- ' i I I ! i ,, - ... ... (,,,, r� t:J ·--....- i, i r �(! I EXISTING i 11 IL _____� ,1 i WELL No. 7 \ " 1 r:.--• - 1 I '"' ___ itY ,...--'°E:i;TING 1' ' 1 I, �� 1 i;:A';-OR /�-==71 1 , I WELL No 10 , 1 ! // \ \, I I I I , // \ \ !, I Kloi·:-:c-'"'"''� I -----------,...+, \ lf,,· .._,,,, '•V,,;j• I ' / I!·- , · -,,, · }"\l,:� I I i " // W�LL I No 5 \� ! �� EX��l�G� ' 1 ' 1 .-----'°"";_----------�� SOLAR FIELD IJ'A J EXIS 1 [N{.j I J \ I WELL No. 8 I ', , _\_\"-_____,-'--- --'-""--, ,- I SEE SHEET 3 FOR I I' 1 j." \ MAIN REPLACEMENTS ,y WELL No. 9 .l'_;:::.1.r; ':... �STING · I ._......_ /10" ,/t I . -·�--�------����I*6 ' I EXISTING WELL FIELD SCALE: 1 1" = 200' PLAN SHEET INFORMATION REVISIONS BID SET C 2023 ,\!idv.t'slern Engim-ers. l11c. S02 \Vc,1 llro;i(lw:oy Strl"et P.O. Box 295 Luo�uoke. lnrli"na 4/553 DATE 2023 DESIGN C.W.R. DRAWN K.J.G. a.c. CHECK PROJECT NUMBER 2022012-10 2 2 OF FILE NUMBER 43079 5 I Do Not Use Plan Previews for Take Off