EROSION CONTROL NOTES E.G. 1 STAKED STRAW BALE E.C. 2 SILT FENCE E.C. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD EC.4 PORTABLE TOILET E.C. 5 PORTABLE CONSTRUCTION DUMPSTER E.G. f3 TEMPORARY CONCRETE WASHOUT BASIN EC. 7 INLET PROTECTION SOCK GENERAL EROSION CONTROL NOTE· 1. LOCATION SHOWN ON PLANS FOR REFERENCE ONLY. FINAL LOCATION SH�LL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. IT SHfll BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE PROPERTY (REQUIRED FOR E.G. !TEMS No. 3 THRU 7). 2. OWNER HAS APPLIED FOR OR CURRENTLY HOLDS THE CONSTRUCTION STORMWATER GENERAL PERMIT OWNER SHALL SUBMIT THE NOi TO IDEM PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE KNOX COUNTY VIECK D & M FARMS INC 42-15-09-400-001.000-006 6 SN 1 SN2 S.N. 3 1. EX. STORMWATER STRUCTURE ,......_ -400- -._ - ---- SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE INSTALL NEW GATE VALVE (SIZE) INSTALL A 3-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 A MAXIMUM OF 60" DEPTH OF BURY TO TOP OF PIPE, UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION AND DEPTH OF ALL EXISTING UTILITIES TO BE CROSSED VIA VACUUM EXCAVATION / POTHOLING PRIOR TO ANY CONSTRUCTION �---:�------:c-==-=-==--=--=-=--==--==-----------------,--,---=�---=--=-=Ji...-------------------------------------------------�--------..._ __..._____...____________;..._____ ;..._-'1'-----... ---'--�---�'!'.0oJ;aa"""-----------------------='01NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL. "V-8IO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED 42-15-09-400-001.000-006 8 S.N. 2 (12") INSTALL A 12"x12"x12" INSTALL A 12" 45° D.I.M.J. FITTING N:1226836.30 E:2825357.53 oo, 0 0 + - ' INSTALL A LEAK DETECTION DEVICE ASSEMBLY SOUTH OF SWAN POND DITCH CONTRACTOR TO COORDINATE WITH THE OWNER AND NEW MAINS THIS PLAN TO BE D.I. CLASS 350 PIPE WITH 8 MIL "V-8IO" POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED 0 0 +"' st 0 0 + CD st CULTIVATED FIELD 0 0 + r-- st VIECK D & M FARMS INC 42-15-09-400-002.000-006 0 0 + ro st 5 - -•--- OtlE SW 0 0 + 0, st -, R, W OHE flJW OHE 0 0 + RIW OflE • 0 0 +�"' ( .____.__ \ ) \ "- r;F:;;I R:;;Mc-;;F:'.Lo"'o"o"'P:;;LA--;cl Nc-;;B;:O;-;U;;N;:O A:cR:;;Y:;i �-� FWv OHe RN/ oHe '---4°"\ -� () I I \ J \ \ I \ -• c:, \ =1 • STONE -- 0 0 +"" '' WATER MAIN PLAN No. 1 SCALE 1" = 50' 0 25 - 50 � z 0 ::i o "- + - .. (0 "' I- ·w i:5 w (I) I w (/) zZ ..J 0 I� 0 II- z <(0 ::;; (.) w z WATER MAIN PLAN No. 2 SCALE 1" = 50' 0 25 50 • REVISIONS 08/01/2025 BID SET C 2025 Midwestern Engineers, Inc. 802 West llroadway Strccl P.O. llox 295 Loogoo1e�. lndi,m:o 47553 DAIT AUGUST 2025 DESIGN E.K.P. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2023054-00 5 5 OF 13 I FILE NUMBER 45106 Do Not Use Plan Previews for Take Off
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