Midwestern Engineers, Inc. Plan Preview

llJ ' � N I I w z �' 0 □ z □ w 0 !: � " ,t->> i5 cs � mou . ' co -� ........gj i!5 0 ,,,�;;; "' SN � -o - - ._- � -I• w ' 0� -· .2 ::E "o"u wz z -, <{ � !;1 y 5N <c '5 iii <• 24" DIA ROOF MANWAY THE INTERNAL TANK--------------------------\ 30'-0" TANK DIAMETER - FROST PROOF ROOF VENT W/ 24" DIA OPENING MIXER SHALL BE LOCATED IN THE ROOF MANWAY OPPOSITE OF THE BOWL LADDER ' N 42" TALL ROUND ROOF HAND RAILING �-� , I - , / I \ , '> I/ I ' //" II 11 " " \ \ 24" DIA ROOF MANWAY I � STATIONARY ROOF LADDER WI � FALL ARREST SYSTEM TO BE INSTALLED AT TANK LEG EQUIPPED WITH CONDUIT BRACKET '.------ INSIDE BOWL LADDER WI FALL ARREST SYSTEM CLAY C l liTY I ----- SHELL MANWAY II I� (SEE DETAIL ON SHT. 6) II - t-- '="' 1 t··!·.� 1 ------ 1 r BALCONY w1 I r- TT' . , I/ 42" TALL HANDRAIL IHl�---LJ�--'--1L-lf-1.---l�-----ll---'--'--'-'----I---_L.._--IJ.---1�1-----lµ...IL_jWV I' I I 11 I l/ INSIDE BOWL LADDER WI FALL ARREST SYSTEM 702.63' LOW WATER LEVEL ELEV \ □ � \ -+-----_____,__,U---"� "" I, Ii ii II II I 11 = □ " '\ □ □ □ □ INSTALL 18"x4"x3/4" THICK CONDUIT -\:-+-�-� STANDOFF BRACKETS \ � f\ ,,IIt 1 1,,1I ,,/. 11 ' ' • ,I 1"- '.I x� I/ � I I b I I I I= 11 I I I' I I If 11 I 11 I I I� (SEE CONDUIT STANDOFF BRACKET DETAIL ON SHEET 6) @ MAXIMUM 10'-0" LENGTHS FROM GROUND TO BALCONY AND BALCONY TO HAND RAILING ON TANK ROOF \,-------- '' 11 8" OVERFLOW PIPE (TO GRADE) NAME PLATE RISER MANWAY GROUT 1" THICK UNDER ALL BASE PLATES OVERFLOW SCREEN_ TERMINATE 12" ABOVE SPLASH PAD (SEE DETAIL ON SHT. 6) .- FINISHED GRADE ELEV 598.0 . " TOP OF FINISHED FOOTER ELEV 598.63 •· 12" I • . . .. . . ,,., • •.- .-' , '.' • ., • , I' □ � □ □ I 11 . I I 11 11 U= / , - SAFETY GRATE ON TOP OF RISER RISER ROD EXTERIOR RING = I / STRUT & RISER ROD . RISER COLUMN v L,/ ,,,- WINDAGE ROD v = L----- RISER LADDER WI FALL j_--c::fl ARREST SYSTEM = = -- CJ z :::, [l'. >­ <I) [l'. TANK LEG LADDER WI FALL ARREST SYSTEM (SEE DETAIL ON SHT 6) ALUMINUM LADDER GATE (SEE SPECIFICATIONS) GENERAL NOTES 1. ALL HANDRAILS, PLATFORM LANDINGS, WALKWAYS, LADDERS, ANO SAFETY CLIMB DEVICES SHALL CONFORM WITH CURRENT OSHA STANDARDS. 2 SEE PROJECT SPECIFICATIONS FOR SHOP AND FIELD PAINT REQUIREMENTS 3. STERILIZE TANK IN ACCORDANCE WITH AW/VA C652-11 AND PROJECT SPECIFICATIONS 4 TANK CONTRACTOR SHALL GRADE, SEED, STRAW, AND FERTILIZE ALL DISTURBED AREAS THAT ARE NOT ASPHALTISTONE RESURFACED. 5. TANK CONTRACTOR SHALL SLOPE TANK SITE TO DRAIN AWAY FROM TANK FOUNDATION. 6. TANK CONTRACTOR SHALL FURNISH AND INSTALL SITE DUCTILE IRON PIPING AS NOTED ON SITE PLAN FOR TANK CONNECTION SEE STORAGE TANK CONNECTION DETAIL THIS SHEET 7. TANK CONTRACTOR SHALL FURNISH STANDARD ATTACHING PARTS FOR FALL ARREST SYSTEM, INCLUDING Saf-T-Climb RAIL, Saf-T-Lock SLEEVE AND Saf-T-Climb. 8 STRUCTURAL DESIGN OF THE WATER STORAGE TANK AND FOUNDATION SHALL BE DETERMINED BY THE WATER STORAGE TANK DESIGN ENGINEER, WHOM SHALL BE A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF INDIANA, AND BASED UPON THE SUBSURFACE INVESTIGATION AND FOUNDATION RECOMMENDATIONS REPORT CONTAINED IN THE SPECIFICATIONS THE DESIGN MUST MEET OR EXCEED CURRENT AWWA STANDARDS 9 TANK/ TOWER SHALL BE DESIGNED, FABRICATED AND ERECTED lN ACCORDANCE WITH THE MOST CURRENT AWWA D100 STANDARDS AND PROJECT SPECIFICATIONS CONCRETE SPLASH PAD (SEE DETAIL ON SHEET 6) 8" OVERFLOW PIPE (TO GRADE) ' ' .. 'i. TANK-->------< TANK SHELL - - / " / I \ ffi \ "- ------ A " > TANK LEG LADDER WI FALL ARREST SYSTEM 'i. TANK "\. < / V 24" ROOF MANWAY (2 REQUIRED) CONCRETE SPLASH PAD : J 1/ :•:. 8" INLET/OUTLET PIPE - .,.,,_ _ (SEE WATER STORAGE I 's TANK CONNECTION DETAIL 1' PROPOSED MULTl-LEGGED 100,000 GALLON ELEVATED WATER STORAGE TANK ELEVATION MULTI-LEGGED TANK PLAN (SEE DETAIL ON SHT 6) ' . OVERFLOW PIPE SUPPORT � (SEE DETAIL ON SHT. 6) ON SHT. 6) H� --,_.._ ---1 � II 3"x3"x5,'1' 5 " CLIP FOR GROUNDING (TYP. EACH LEG) NOT TO SCALE NOT TO SCALE 42" TALL ROUND ROOF HAND RAILING FROST PROOF ROOF VENT WI 24" DIA. OPENING (SEE DETAIL ON SHT. 6) BALCONY W/ 42" TALL HANDRAIL COLUMNS TYP CONDUIT BRACKETS TO BE INSTALLED ON THIS TANK LEG TYPICAL TANK DETAILS REVlSIONS BID SET Cl 2024 Midwestern Engineers. Inc. 802 West Broadway S1re,.,t P.O. Box 295 Loogootc�. Indiana 47553 DATE JAN. 2024 DESIGN R.D.W. DRAWN K.J.G. !. M.K.W. Q.C. CHECK PROJECT NUMBER 2023108-00 5 5 OF 8 FIL.£ NUMBER 53833 Do Not Use Plan Previews for Take Off