Midwestern Engineers, Inc. Plan Preview

~ " z C " 0 8 " "-, "'' ~ '" ~ > Cl z in " 0 " 0 ,; z z lU " >– CL Z Ol ~ " ' N;,. 0~ N Q. "0 0 c, ~~ ij) ?2 ro a 0:, - le UTILfl'IES ELECTRIC: TELEPHONE: CABLE: MARSHALL COUNTY REMC 11299 12TH RD PLYMOUTH, IN 46563 PH: 574-936-3161 NIPSCO 724 HOHAM DR. PLYMOUTH, IN 46563 PH: 574-372-1137 CENTURY LINK PH: 574-926-1247 COMCAST PH: 574-252-2546 HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" (1WO WORKING DAYS PLEASE) 1-800-382-5544 INSIOE INOIANA 1-800-428-5200 FROM OUTSIDE INDVINA PROJECT LOCATION MAP SCALE: 1" = 1000' WATER: WASTEWATER: STORMWATER: STREET & SANITATION DEPT: DONNIE DAVIDSON, SUPERINTENDENT JEFF YEAZEL, ASST. SUPERINTENDENT 900 OAKHILL AVE. PLYMOUTH, IN 46563 PH: 574-936-2543 DONNIE DAVIDSON, SUPERINTENDENT LARRY HATCHER JR. ASST. SUPERINTENDENT 900 OAKHILL AVE. PLYMOUTH, IN 46563 PH: 574-936-3017 PHILIP R. 'RICK' GAUL, SUPERINTENDENT 900 OAKHILL AVE., P.O. BOX 492 PLYMOUTH, Ii\ 46563 PH: 574-936-2543 JIM MARQUARDT, SUPERINTENDENT 2124 WESTERN AVE. PLYMOUTH, IN 46563 PH: 574-936-2017 ..,_<?'i-\) D 0,#, ... Q 'ii'' !5 -J. C CC'~ ?-._(':', e:,O 0 0 <>" ====G= CULV c:====::::i TIPED MB MH SAN. ser STM. STL. ASPH. stSIEM PLAN LEGEND EXISTING FEATURES EXISTING FENCING TELEPHONE PEDESTAL -----:l MAIL BOX(S) Q~ POWER POLE ®' UTILITY POLE 0; LIGHT POLE p SIL MANHOLE -- STORM INLET CMP CULVERT PIPE -12"w ABBREVIATIONS TELEPHONE PEDESTAL EP MAIL BOX(S) SHDR MANHOLE SER SANITARY SEWER CONC. EXISTING SERVICE LATERAL LP STORM SEWER UP STEEL PIPE PWP ASPHALT GUY ANCHOR FIRE HYDRANT WATER VALVE WATER METER EXISTING SIGN(S) STEEL PIPE CORRUGATED PIPE EXISTING 12" WATER MAIN EXISTING 6" WATER MAIN EXISTING 4" WATER MAIN -0---0- -x---x- -/---/- -+---+- OWNERSHIP SMOOTH WIRE BARBWIRE BOARD FENCE SPLIT RAIL WORM FENCE STONE FENCE IRON FENCE HEDGE FENCE APP it APPARENT PROPERTY LINE _APP. R/W----A?PARENT RIGHT-OF-WAY (HALF) PROPOSED FEATURES EXISTING EDGE OF PAVEMENT e NEW CORP. STOP (APPROX. LOC.) EXISTING SHOULDER NEW SERVICE LAT'L • NEW CURB STOP W/ BOX (APPROX. LOC.) CONCRETE H NEW GATE VALVE LIGHT POLE .. NEW FIRE HYDRANT UTILITY POLE ··-·-·· NEW WATER MAIN POWER POLE SER~ NEW WATER SERVICE 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. ELEVATIONS ARE BASED UPON U.S.G.S. DATUM. 3. 4. 5. 6. 7. 8. 9. 10. 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. 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 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. PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS JO NOT REPRESENT PROPERTY SURVEYS, BUT ARE ONLY APPROXIMATE LOCATIONS FOR REFERENCE PURPOSES ONLY. THE CONTRACTOR SHALL BE REQUIRED TO IMPLEMENT DUST CONTROL MEASURE (SURFACE WETTING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. THE CONTRACTOR SHALL BE REQUIRED TO FIELD VERIFY EXISTING STRUCTURE AND PIPE DATA AND REPORT ANY DISCREPANCIES TO THE Ei\GINEER PRIOR TO ORDERING NEW STRUCTURES. THE CONTRACTOR IS REQUIRED TO POTHOLE ANY POSSIBLE UTILITIES IN CONFLICT WITH THE PROPOSED DESIGN INFORMATION PRIOR TO ANY EXCAVATION ACTIVITY. IF CONFLICTS ARISE, PROVIDE THE ELEVATION AND LOCATION INFORMATION TO THE ENGINEER PRIOR TO PROCEEDING. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EXISTING STRUCTURES AS REQUIRED FOR INSTALLATION OF PROPOSED IMPROVEMENTS. LOCATIONS SHOWN FOR TRACER WIRE TERMINAL POSTS ARE APPROXIMATE. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL TERMINAL POSTS ON EACH SIDE OF DIRECTIONALLY DRILLED DITCH LINE. SEE SHEET 4 FOR ADDITIONAL INFORMATION. COORDINATE WITH UTIL•TY PERSONNEL PRIOR TO CONSTRUCTION. .Q >- ~ ~ 11. GROUND OVER, RIVER BOTTOM AND DITCH BOTTOM ELEVATION FROM CITY OF PLYMOUTH GEOGRAPHICAL INFORMATION SYSTEM (GIS) &ns ELEVATIONS ALONG THE PIPE ALIGNMENT WERE NOT SURVEYED. THE CONTRACTOR SHALL TAKE WHATEVER MEASURES THEY DEEM NECESSARY f- 0 w --, 0 c::: a.. I <.9 z Z- I- - <( => <( ~~ z 0 <( 0 Ow~ :;!'; c::: 0 >- ,.: 0 c::: c::: _J f-- z ....10oa.. ::::, 0 <( u. u. () z Cl u.. ...J ...J zz 0 <( I w <( Cl) f- >- O:'. zz <( WQ I- ::. o- 0 ~ Cl) f- u. ...J RE"1SIONS BID SET C2020 ~irh.\'f'~t[)rn F.11ginee1s. Tnc 802 We~t Broadway Stred P.O. Box 295 Loogootee. Indiana 47553 DATE FEBRUARY,2020 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK * PROJECT NUMBER 2019102-00 2 02 OF 7 ~~, TO SATISFY THEMSELFS OF EXISTING CONDITIONS IN PREPARING THEIR BID. THE CITY AND ENGINEER WILL TAKE NO RESPONSIBILITY FOR ERRORS ~~ IN THE CONTRACTOR'S BID ARISING FROM CONTOUR DISCREPANCIES. r;::::::=::::==::;, -Q '." I FILE NUMBER , 1ii Drawing Index 39842 <n:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::J Do Not Use Plan Previews for Take Off