Midwestern Engineers, Inc. Plan Preview

0 0 0 8 8 !: �· i fl "5 ou . ' < MO = �· Q f]j 0� ,- �M _N -o .. ..... -, - -J 2� = •w ., o" 2 -c 9c .,: .. ". o • oou - r. .- wz z- -□' <, Ou "- 0 N <r 'S,U <c b - 3/4" Dia. EYE BOLT 3/4" Dia. ROD WELDED TO COVER 0 3/4" Dia 0 HANDLE 0 0 0 0 0 0 0 1 1' 1-1/4" 2" PIPE 0 0 --F □ 0 0 0 2 112" PIPE 114" PLATE 0 112" DRAIN HOLE 0 0 0 0 SHELL MANWAY DETAIL NOT TO SCALE NOTE: 8" DIA. STEEL OVERFLOW ¾" PL INSTALL 6"X6" CONG. -<i CURB AS SHOWN 8" DIA STEEL 90" ELBOW 8" DIA. STEEL 45" ELBOW ._____,_-r-•'1'- , .-- ----- L..;'. ♦ • '!?/!.. STEEL PLATE OVERFLOW PIPE SUPPORT--+� � (SEE DETAIL ON THIS SHT.) .,, . .. .. ¾"0 x 8"L. #24 MESH STAINLESS STEEL WIRE CLOTH WITH S.S. BOLTS AND NUTS ROD (1 REQ'D) OVERFLOW SCREEN DETAIL NOT TO SCALE ¾"0 HANDLE 28 ~ ¾"0 X 2¼"L. WI NUTS (½"0 HOLE) SS OR GALVANIZED RISER MANWAY DETAIL NOT TO SCALE INSTALL 12" THICK BLANKET OF HAND PLACED RIP-RAP (6" DIA _/ TO 12" DIA.) OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC " .• J. • ' • • • • . " ; l X.t X..Y IL K I<.� K X f!,. .. 6' - O " • 4 :'! CQNCR!;TE • • • • • • K7' K K • • • •• • • . • • • • • • 4 • di • • INSTALL 12" THICK BLANKET OF HAND PLACED RIP-RAP (6" DIA. TO 12" DIA.) BETWEEN SPLASH PAD AND OVERFLOW PIPE SUPPORT OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC b fi. 3'-0 #9 FLATTENED EXPANDED METAL SCREEN DOUBLE HINGE ASS'Y 0 ALUMINUM FLANGE 0 ¾" HOPE PLASTIC RING #24 SS SCREEN 24"0 ALUMINUM PIPE x 12"L. 36"0 DISHED HEAD BASKET ASSEMBLY HANDLE ¼" x 4" RING ¾" SQ. RING (2 REQ'D) GRADE f - ------ --12' - O " ---------! RUBBER GASKET ==,; � =============�;== =- �STEEL FLANGE TANK ROOF \ � \ f------ 24"0 VENT -----• �l :: • ;;;-;:; :::: 24"0 WSPx12" L i===='===I � ::::::i 6"X6"X10/10 WELDED WIRE MESH ..,._---=- �r - ___ .. .. : ! 2" 6" ALUMINUM FROST PROOF ROOF VENT DETAIL NOT TO SCALE FALL ARREST SYSTEM MAY USE HOT DIPPED GALVANIZED STEEL TUBING, MOUNTING HARDWARE AND CABLE INSTEAD OF STAINLESS STEEL ON ALL EXTERIOR LADDERS SPLASH PAD DETAIL � . I \ I zi'.'.' w UJ : UJ '.:::,;:'. � 1 � � 1---16" MIN.�� UJ O'. ro ro 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. LADDER SHALL BE SECURED TO THE TANK BY BRACKETS LOCATED AT INTERVALS NOT EXCEEDING 10 FEET. II'l¼'l'I-- 1[['1 's,, ,�-SHOCK ABSORBER [;""'"41-+-- TOP BRACKET: 1½"x1½"x59½" STAINLESS STEEL SQUARE TUBING Jl-l--- ALL MOUNTING HARDWARE TO BE STAINLESS STEEL J-""tr+-- CABLE GUIDES PER MANUFACTURER'S RECOMMENDATION 1'----AUTOMATIC PASS-THROUGH CABLE SLEEVE IS REQUIRED ¾" DIA. STAINLESS STEEL CABLE SS HOLD-DOWN STRAP 20" WIDE x 12" DEEP REINFORCED CONCRETE PIER GRADE \ � � :.<, :.<,. 12" MIN. ½"0 (SS) ANCHOR BOLT x 12"L. (2 REQ'D) 12" MIN CONCRETE SPLASH PAD WI 6"X6" CURB (SEE DETAIL ON THIS SHT ) 2ROWS OF#4 BARS 12" O.C. EACH WAY NOT TO SALE I--- -APPROX. 7'-0" OR AS ----1 DIRECTED BY ENGINEER SCREW TYPE VALVE BOX 0 0 FIRE HYDRANT (SEE SPECS) NOTE: ANCHORING COUPLINGS MAY BE USED TO SECURE VALVE TO MAIN AND HYDRANT IF ACCEPTABLE BY OWNER. 6" � 1/4"X3"X6" CLIP 114" THICK PLATE I l t 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 RB. INDUSTRIES, P 0. 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. I lb BOTTOM BRACKET: 1½"x1½"x18" STAINLESS STEEL SQUARE TUBING OVERFLOW PIPE SUPPORT DETAIL GATE VALVE PER SPECIFICATIONS 6" D.l. PIPE " LADDER DETAIL AND FALL ARREST SYSTEM NOT TO SCALE COUPLING WITH PLUG 42" MIN. WELD TO RISER BOTTOM PROTECTIVE DISCHARGE PLATE WITH 4 SUPPORTS ---. 1'-0" 3'-0" ± 3" ---- -TANK RISER WELD TO RISER BOTTOM NON-SHRINK GROUT TENSIONER I SPRING NOT TO SCALE 8" D I CLASS 350 PIPE--- - -� WITH POLYETHYLENE ENCASEMENT BY DIV. I CONTRACTOR 8"x8"x6" TEE ----< 8" MJxMJ-� ADAPTER 8" GATE VALVE GRADE · -,,:. ·, ' ·. . ,.. SAND BACKFILL 8" D I. CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT 8" D.I CLASS 350 P!PE WITH-� POLYETHYLENE ENCASEMENT JOINT RESTRAINT (TYP.) MAIN MEGA-LUGS PRECAST CONC SLABS OR POURED THRUST BLOCKS WEDGED BETWEEN HYDRANT AND FIRM FACE OF TRENCH i 18" [ 112" DIA. HOLE a,- L _ o_o__ o_o __ O _ Q ---1-- 1 _ o_o __ o_o _-1- :� -- 314" DIA. HOLE 114" THICK PLATE DETAIL OF FIRE HYDRANT CONNECTION 1)'," (TYP.) 6" MJxMJ ADAPTER 6" GATE VALVE 6"x6"x6" TEE NOT TO SCALE t===============--TO SPLASH PAD 6" D I CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT 6" MJxMJ ADAPTER 6" GATE VALVE 6" 45 ° ELBOW .:.- 6" D I. CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT CONDUIT STANDOFF BRACKET DETAIL NOT TO SCALE COAX STAND-OFF BRACKET TO BE WELDED TO COLUMN@±10'-0" STARTING@4'-0" ABOVE GRADE (ROTATE TO CLEAR STRUTS & TOWER LADDER) COAX MOUNTING DETAIL NOT TO SCALI TANK SHELL COLUMN COAX STAND-OFF BRACKET TO BE WELDED TO THE SHELL@±B'-0" (CENTER OVER CUT-OUT IN BALCONY) POUR CONCRETE THRUST BLOCK FOR BASE ELBOWS .• .... . ' .. -. ·: ... 8" M.J. RESTRAINT 6" D.I. CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT 6" M.J RESTRAINT 8" FLANGE JOINT D.I. BASE BEND TANK DOG HOUSE/�ANK RISER TANK CENTER WATER STORAGE TANK CONNECTION AND PIPING DETAIL NOT TO SCALE 4"0 WSP x 4"L FURNISH COVER (TEMPORARY) 4"x19" CUT-OUT IN BALCONY w/ 1/2" !!. x 4"L STIFFENER COAX THRU BALCONY CUT-OUT THRU BALCONY NOT TO SCALI TYPICAL TANK DETAILS REVISIONS BID SET O> 2024 Midwestern Enginet'r:s. Inc. 802 Wes! Broadway S!reet P.O. Box 295 Loogooiee. Indiana 47553 DATE JAN. 2024 DESIGN R.D.W. DRAWN K.J.G. I M.K.W. Q.C. CHECK PROJECT NU�BER 2023108-00 6 6 OF FILE NUMBER 53832 8 Do Not Use Plan Previews for Take Off