Midwestern Engineers, Inc. Plan Preview

0 z 0 w z " w < • 0 0 • � 0 z g 0 0 "• w w wz " " w < r w 0 0 4 F 2- A 1 RBEST FOODS INC. 5-04-400-001.001-023 PDOR YI NTT AOPFNCEOWN N1 2E"CMTAI OI NN TNOo .E1X(I SS TT AI N. G0 + 6 2 ) 1S2E" ECPAOP IPNETDOWF ACTOENRNMEACITNI.O N D E T A I L SOTNASTHICEEPTRE9S. SURE 80 P.S.I. w r 0 <{ w I r � <{ w � � ) I(NNSOTRAMLAL LAL Y1 2C" LGOASTEEDV) A L V E FS UE TWUERRE ESXATNEI NT AS RI OYN (BY OTHERS) EX. 18" CMP EROSION CONTROL NOTES E.C. 1 STAKED STRAW BALE '-.....411--{ , r.:;NE":"21: 8 23S'i 2 "'oe"'o"g. a°'sL 5887.67 E.C. 2 SILT FENCE '• "< i-:=-=--i__:_=---==-- - - -------------+·'" E.C. 3 TEMPORARY CONSTRUCTION \NGRESS/EGRESS PAD E.C. 4 PORTABLE TOILET E.C. y PORTABLE CONSTRUCTION DUMPSTER E.C. 6 TEMPORARY CONCRETE WASHOUT BASIN E.C. 7 INLET PROTECTION SOCK � / I / ICNLSATSASLL360 L.F. OF 12" REST JOINT D.I 50 PIPE BY UNCASED BORE WA NI TDH T PROA LCYEERT HWYI RL EE NUEN ED NE CR AKSEELML EE RN TR D . SEE SHEET 8 FOR CROSS SECTION. � � 1/ I ( .,.,.- - '-...: FUTURE POINT OF CONNECTION - <e t /7 / INSTALL A 12"x12"x12" 0.1.M.J. TEE, .....l � CAPPED AND BLOCKED - GENERAL EROSION CONTROL NOTE· 1 LSOH CA AL LT IBOEN DSEHTOEWR MN I ON EN DP LBAY NCSOFNOTRR AR CE TF OE RR .E LNOCCEAOT NI OLNY .SFHI NA AL LL BL OE C A T I O N S AP H R PP OA R L P L O E B R V E T E Y D T H O B E Y W C O N O E W N R N T S E R R A A S CO N T R O E E C R N E 'S G S I R S N E A E R S E P Y R O F P N O R S R I I O B TR I HU E T T O Y U C S T E O O N ON S F E T G PR O R U T \ C V IA A T T I T O E E NW. IITTH PROPERTY (REQUIRED FOR E.C. ITEMS No. 3 THRU 7) 2 , OS TWONREMRWHAATSE AR PGPEL NI EEDR FAOL RP EORRMCI TU. RORWE NN ET LRYSHHOA LL DL SS UT BH ME I CT OTNHSETNROU i CTTOI O N ISDHEAML LP RB IEO RR ETSOP OC NO SMI MB LEEN CF OE RM EANL TL IONFS TCAOLNL SATTRI OUNC TA INODN .MCOONNI TTOR RA ICNTGO OR F ST HH EO WS TNOORNM TWHAE TPELRA NP OSLHLEUETTI OS NOPRRAESV ER NE TQI UOINR EPDL ABNY ETLHEEMKENNOT XS CA SO U N T Y l L__S:::O:._I L:_Ac::N.:.:D:_W:.::A_::Tc:E_:R_:C.::O:.:NS:::E:._R::_V:_AT"-IO.:_N_:_::_Dl.::ST_:R.::.IC'-T---_____ _ _,__ i ::5 � I I 1 1 v / To rnE NORTHWEST � � N:1230542.90 f- /1 15 _,,.-- - - �E�2�82=5�89=5�.6�5 _____ � §; I I f/ -- ---- o/ 11I I I / _,,.-- -- I I I J SN 1 I l I : � _. :.>: ' 1 i �� - - - - - - - "'-- ,., • ,-,_ - - NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL. "V-BIO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED HO 4 O 2- S 1 IER ENERGY REC. INC 5-09-100-001.000-023 - � g tu- +w �:r <{ . ( ( / / J J >- - C/J I w >- z::; ::::;o :r a:: u u_ >- 0 <{ f- ::; z 0 u w z ::::; 0 l 1 ( � '-") 41 't----- - ' ' ------- _J __,, KNOX COUNTY DEV 4 E 2 L -1 OPMENT CORPORATION 5-09-100-004.000-023 NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL. "V-BIO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED - "'-- KNOX COUNTY D E V4E2 L- 1O5P- 0M9E- 1N0T0 -C0 O0 4R. P0 0O0R- 0A2T3I O N ill CULTIVATED FIELD C' -1 - CULTIVATED FIELD - -- i I \ S.N. 1 S.N.2 S.N.3 S.N. 4 1 2 SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE INSTALL NEW GATE VALVE (SIZE) INSTALL A3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE � / \ INSTALL A FLUSH HYDRANT ASSEMBLY WITH GATE VALVE (SIZE) . · - GENERAL NOTES ALL NEW MAINS ON THIS SHEET TO BE INSTALLED AT A MINIMUM OF 48" DEPTH OF BURY TO TOP OF PIPE AND ) 0 '--. A MAXIMUM OF 60" DEPTH OF BURY TO TOP OF PIPE, UNLESS OTHERWISE NOTED ON THE PLANS. CCORONST RSAEDC TVOIAR VISACRUEUSMP OENXSCI BALVEA TFIOORN VI EPROITFHYOI NLGI NLGOPCRAITOI OR NT OA NADN YD ECPOTNHSOT RF UACL TL I EOXNI.S T I N G U T I L I T I E S T O BE ' • _,,,,,,,- 41 - I' 0 - 1 ,) ,,, ( WATER MAIN PLAN No. 1 SCALE 1" = 50' 0 25 50 WATER MAIN PLAN No. 2 SCALE 1" = 50' 0 25 50 • � REVISIONS 081 01/2025 BID SET C 202s Midwestern Engineer,;. Inc. 802 Wes! Broadway Street P.O. Bo.� 295 Loogoolec. lndiuna 47553 DATE AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 4 4 OF 13 I Fll£ NU.BER 45107 I Do Not Use Plan Previews for Take Off

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