Midwestern Engineers, Inc. Plan Preview

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BETWEEN SPLASH PAD AND OVERFLOW PIPE SUPPORT OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC 1o' - o" WATERFLEX OUTLET CHECK VALVES TIDEFLEX MIXING ASSEMBLY 4 • • • • • 12"DIA. STEEL OVERFLOW NOTE, TANK ELEVATION 12"DIA. STEEL 90 "' ELBOW 12" DIA. STEEL 45 ° ELBOW BLOW-OFF DRAIN SHALL BE 6"FOR TANK DRAIN I 16" OUTLET DRAIN AND 3"FOR 8"INLET PROTECTIVE DISCHARGE, ---.._ PLATE WITH 4 SUPPORTS WELD TO RISER BOTTOM---.._ 1'-0" I 3• -o" 1 -TANK RISER WELD TO RISER BOTTOM NON-SHRINK GROUT --'--r-'.r, r----- - - -L-.( • • $ > ! ._ ST EE L PLATE PIPE SUPPORT--+-- 7 (SEE DETAIL ON THIS SHT) � \. '° #24 MESH STAINLESS STEEL WIRE CLOTH WITH S S. BOLTS AND NUTS OVERFLOW SCREEN DETAIL NOT TO SCALE ½"0 (SS) ANCHORBOLT x 12"L. (2 REQ'D) DRAIN. ALL FITTINGS & PIPE SHALL BE RESTRAINED JOINT. PROPOSED GRADE L RESTRAINED JOINT EXPOSED PIPE SHALL BE PAINTED PER EXTERIOR PAINT SPECIFICATIONS 3" OR 6"D.I CLASS 350 DRAIN PIPE PIPE SUPPORT---+ (SEE DETAIL ON THIS SHT.) 45' D.I ELBOW #24 MESH STAINLESS STEEL WIRE CLOTH WITH S.S. BOLTS AND NUTS STEEL PLATE GRADE 26"DIA. HOLE----!--- ,,,- SS HOLD-OOWN STRAP 20"WIDE x 12" DEEP REINFORCED CONCRETE PIER BLOW-OFF/ DRAIN DETAIL SAND BACKFILL=---! 16"FLANGE JOINT D.I. BASE BEND-t--t--t--t---\ POUR CONCRETE THRUST BLOCK FOR BASE ELBOWS 16" SERIES 2100 MEGAFLANGE RESTRAINED FLANGE ADAPTER BY EBAA IRON, INC. OR EQUAL ' ' L--------------- 8"FLANGE JOINT D.I BASE BEND 8" SERIES 2100 MEGAFLANGE RESTRAINED FLANGE ADAPTER BY EBAA IRON, INC OR EQUAL 45 LF. OF 16"DISCHARGE LINE DUCTILE IRON CLASS 250 R.J PIPE --TO SYSTEM 8"INLET LINE DUCTILE IRON CLASS 350 R.J. PIPE 6"DRAIN LINE R.J DUCTILE IRON CLASS 350 R J PIPE TO 6" BLOW-OFF WITH 6" GATE VALVE. SEE SITE PLAN FOR ORIENTATION 6" SERIES 2100 MEGAFLANGE RESTRAINED FLANGE ADAPTER BY EBAA IRON, INC. OR EQUAL 6"FLANGE JOINT D.I BASE BEND STORAGE TANK CONNECTION AND PIPING DETAIL NOT TO SCALE EARTH SHOULDE ,2·--_ o"____,, 2· -o" --'--, - ·-o"· ---- i r=-----a·-o"· ----1 , -'-� 8" INDOT No. 2 CRUSHED STONE AND 6" COMPACTED INDOT No. 53 CRUSHED STONE OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC STONE ACCESS DRIVE DETAIL NOT TO SCALE GRADE \ 4' IN. 1 M ..., . CONCRETE SPLASH PAD WI 6"X6" CURB (SEE DETAIL ON THISSHT.) --.----- ��'-2 ROWS OF #4 BARS 12" 0.C EACH WAY PIPE SUPPORT DETAIL NOT TO SCALE ANGLE AS REQ'D TO PLUMB W/ TANK SEAL WELD 3"0 HOLE IN PLATE l, . :;)---END CAP 1----- 2"0 x 24"L 2 " COUPLING (HEAVY DUTY) 8"x8"x)'4"PL ANTENNA SUPPORT DETAIL NOT TO SCALE 10· . MAX. w INSTALL 12" THICK BLANKET OF HAND PLACED RIP-RAP (6" DIA. TO 12" DIA.) OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC IN DRAINAGE SWELL GRADE 2 6 " X " � WIRE MESH SPLASH PAD DETAIL NOT TO SALE ALL LADDERS SHALL BE EQUIPPED WITH A CABLE TYPE FALL ARREST SYSTEM MEETING OSHA REGULATIONS THE SYSTEM SHALL BE SUPPLIED COMPLETE WITH SAFETY HARNESS, LOCKING MECHANISM, LANYARD AND ACCESSORIES SIDE RAILS NO LESS THAN 2in. x 3/8 in. WITH SPACING BETWEEN RAILS OF NOT LESS THAN 16 in. NONSKID RUNGS NOT LESS THAN 3/4 in ROUND SPACED 12 in. APART ON CENTERS. RUNGS SHALL HAVE A MINIMUM TOE SPACE OF 7 in FROM TANK SHELL. • NOTE HOT DIPPED GALVANIZED STEEL TUBING/MOUNTING HARDWARE AND CABLE CAN BE USED INSTEAD OF STAINLESS STEEL ON EXTERIOR LADDERS ONLY SHOCK ABSORBER 1-,----TOP BRACKET: 1½"x1½"x59½" STAINLESS STEEL SQUARE TUBING _...--ALL MOUNTING HARDWARE TO BE � STAINLESS STEEL �CABLE GUIDES PER MANUFACTURER'S RECOMMENDATION -----AUTOMATIC PASS-THROUGH 1 ..w U) LADDER SHALL BE SECURED TO THE TANK BY BRACKETS LOCATED ' CABLE SLEEVE IS REQUIRED 5' Cl ,-z w=> 1-16" MIN.- CD O'. . ( t AT INTERVALS NOT EXCEEDING 10 FEET. SHELL LADDER TO EXTEND FROM 14 FT. ABOVE GRADE TO ROOF LADDER. THE SHELL LADDER SHALL TERMINATE 14 FT. FROM GROUND LEVEL WITH A LADDER GATE AS MANUFACTURED BY R B. INDUSTRIES, P O BOX 9712 GREENSBORO. NC 27408, THE DBI/SALA EQUIVALENT OR EQUAL. ONE HEAVY DUTY WEATHER PROOF PADLOCK SHALL BE PROVIDED COMPLETE WITH TWO (2) KEYS. '" ""-¾"DIA STAINLESS STEEL CABLE �BOTTOM BRACKET 1½" x1½"x18" STAINLESS STEEL SQUARE TUBING TENSIONER / SPRING LADDER DETAIL AND FALL ARREST SYSTEM NOT TO SCALE PROPOSED TANK DETAILS • REVISIONS l(' �� 6/20/2023 BID SET C 2023 �lidwe,tem Engineer,. hK SU2 \Vc·,1 Jln.,a,!wa; S1r�N l'.O Bn, :!95 Lou�ootee. Indiana -175."i3 DATE June 2023 DESIGN R.D.W. DRAWN K.J.G. a.c. CHECK PROJECT NUMBER 2023063-00 6 6 OF 6 I FIL.£ NUMBER I 43239 Do Not Use Plan Previews for Take Off