Midwestern Engineers, Inc. Plan Preview

c� 0 .s 5 � if GENERAL NOTES: EARTH SHOULDER o-------- - 36'-0" TANK DIAMETER------------, 1. ALL HANDRAILS, PLATFORM LANDINGS, WALKWAYS, LADDERS, AND SAFIETY CLIMB DEVICES 2'-0" INTERIOR OVERFLOW WEIR SHALL BE DESIGNED FOR GREATER THAN OR EQUAL TO 750 GPM FILLING RATE OVERFLOW ELEV. 594.0' ' "' I L.W.L. 565.75' .J ,. :=, " w J: ' 0 . - N - .J ' � a, ,. I ,< . 0 N .J a, :=, t- J: " w J: 1O" OVERFLOW PIPE--1 TO GRADE TERMINATE OVERFLOW SCREEN 12" ABOVE SPLASH PAD SEE DETAIL ON SHEET 9 TOP OF FINISHED GRADE ELEV. 473.0' CONCRETE SPLASH PAD SEE DETAIL ON SHEET 9 OVERFLOW PIPE SUPPORT SEE DETAIL ON SHEET 9 ,,. 42" TALL ROUND ROOF HANORAL ANTENNA MOUNTS TWO (2) REQ'O. SEE DETAIL ON SHEET 9 " "' " EO " FROST PROOF ROOF VENT W/ 24" DIA. OPENING. VENT SHALL BE DESIGNED FOR GREATER THAN OR EQUAL TO 2,500 GPM, WITHDRAWAL RATE {SEE DETAIL ON SHT. 9) 24" DIA. ROOF MANWAY {TYP. OF 2) STATIONARY ROOF LADDER WITH FALL ARREST SYSTEM � INC. SHELL MANWAY SEE DETAIL THIS SHEET " ' " " " 'i " ' ' ,,"' " ' ,,' "' i. " ' ' ,, I " '' '' J,U,I I " " F. CJ BALCONY WITH 42" TALL HANDRAIL FIELD COORDINATE BALCONY OPENING FOR CONDUIT PENETRATIONS INSIDE BOWL LADDERS WITH FALL ARREST SYSTEM RISER ROD SAFETY GRATE ON TOP OF RISER EXTERIOR RING SHALL CONFORM WITH CURRENT OSHA STANDARDS. 2. SEE PROJECT SPECIFICATIONS FOR SHOP ANO FIELD PAINT REQUIREMENTS. 3. STERILIZE TANK IN ACCORDANCE WITH AWWA C652-19 AND PROJECT SPECIFICATIONS. 4. TANK CONTRACTOR SHALL GRADE, SEED, STRAW, AND FERTILIZE ALL DISTURBED AREAS THAT ARE NOT STONE RESURFACED. 5. TANK CONTRACTOR SHALL SLOPE TANK SITE TO DRAIN AWAY FROM TANK FOUNDATION. 6. TANK CONTRACTOR SHALL FURNISH ANO INSTALL SITE DUCTILE IRON PIPING TO POINT AS NOTED ON SITE PLAN FOR TANK CONNECTION. SEE WATER STORAGE TANK CONNECTION DETAIL THIS SHEET. 7. TANK CONTRACTOR SHALL FURNISH STANDARD ATTACHING PARTS FOR FALL ARREST SYSTEM, WHICH SHALL BE CABLE TYPE PER DETAIL ON SHEET 9. 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 & FOUNDATION RECOMMENDATIONS REPORT CONTAINED IN THE SPECIFICATIONS. DESIGN MUST MEET OR EXCEED CURRENT AWWA STANDARDS. 9. TANK AND TOWER SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH MOST RECENT AWWA 0100 STANDARDS AND PROJECT SPECIFICATIONS. X"0 x 8'L. ROD (1 REQ'D) 3%" CH 0 %"PL %'0 HANDLE 0,.."32.._" C 00 28-%'0 x2.X'L. WI NUTS (X"0 HOLE) SS OR GALVANIZED RISER MANWAY DETAIL NOT TO SCALE 12" GRADE 12" 8" COMPACTED INDOT No 53 CRUSHEDSTONE ROLLED/COMPACTED IN (2) 4" LIFTS OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC AND COMPACTED SUB-GRADE STONE ACCESS DRIVE DETAIL NOT TO SCALE 1 O" WELDED STEEL PIPE WELDED TO RISER BOTTOM- -, GRADE ·· :· .:\_ ·;:�·-.. :�..�<.� SLEEVE 10" FLANGE JOINT-..___ D.I. BASE BEND 10" SERIESS 2100 MEGA FLANGE RESTRAINT FLANGE ADAPTER BY EBAA IRON, INC. OR EQUAL .. _,,.--PROTECTIVE DISCHARGE PLATE WITH 4 SUPPORTS 1'-0" 3'-0" . . TANK RISER PIPE NON-SHRINK GROUT -J,.-' .:.. · _:. '·cc · ,::· ··�· .;'. :�· ."-· � - =�-;i--- srEEL PIPE, FLANGE BY PLAIN END ,. ::'... ··• . � ' ,_. -· ,- - :•,, . [ . . >· . • , • • ' •:'-• SAND BACKFILL WATER STORAGE TANK CONNECTION DETAIL NOT TO SCALE 6" 1/4"X3"X6'" CLIP 3/4" Dia EYE SOLT 1' 1-1/4" 3/4" Dia. ROD �::....______l___..j_______ ..:::��tt-----STRUT & RISER ROD 1/4" THICK PLATE TOP OF FINISHED FOOTER ELEV. 473.5' 1O" INLET/OUTLET PIPE SEE WATER STORAGE TANK CONNECTION DETAIL ON THIS SHEET ' . ' '" ' ' ' F ' ' ,? " ' WELDED TO COVER 0 2" PIPE 0 0 0 i-----��--t---ll;:lt-----RISER 3/4" Dia. 0 HANDLE o--lHf ----�COLUMN CJ CJ CONDUIT BRACKETS TO BE INSTALLED ON TANK LEG AS INDICATED ON PLANS (SEE DETAILS THIS SHEET) WINDAGE ROD TANK LEG LADDER WITH FALL ARREST SYSTEM SEE DETAIL ON SHEET 9 INSTALL 18"x4"x1/4" THICK CONDUIT STANDOFF BRACKETS {SEE CONDUIT STANDOFF BRACKET DETAIL ON THIS SHEET) @ MAXIMUM 10'-0" LENGTHS FROM GROUND TO BALCONY AND BALCONY TO HAND RAILING ON TANK ROOF STRUT NAME PLATE 0 0 -fb 0 0 0 0 0 2 1/2" PIPE 1/4'' PLATE 0 0 1/2" DRAIN HOLE 0 0 0 0 0 0 0 SHELL MANWAY DETAIL NOT TO SCALE CONDUIT STAND-OFF BRACKET TO BE WELDED TO COLUMN EVERY ±10'-0" STARTING O 4'-0" ABOVE GRADE (ROTATE TO CLEAR STRUTS & TOWER LADDER) CONDUIT STAND-OFF BRACKET MOUNTING DETAIL RISER MANWAY SEE DETAIL THIS SHEET ,----ALUMINUM LADDER GATE (SEE SPECIFICATIONS) 14' TO FIRST ( UNG GROUT 1" THICK UNDER ALL BASE PLATES NEMA 4X S.S PULL BOX TO BE SIZED BY CONTRACTOR AND INSTALLED ON UNI-STRUT AT BASE OF CONDUIT LEG NOT TO SCALE CONDUIT STANO-OFF BRACKET TO BE WELDED TO THE SHELL 0 TANK SHELL ±8'-0" { C ENTER OVER t= 1f == �=4= r=� C � O '.'.; L '.:: UM :: N :,. ==+- F r=; CUT -OUT IN BALCONY) ' 4" FURNISH COVER (TEMPORARY) 4"x19" CUT-OUT IN BALCONY w/ 1/2" ft x 4"L STIFFENER CONDUIT THRU BALCONY CUT-OUT FUTURE CONDUIT BY OTHERS FUTURE CONDUIT CLAMPS (TYP.) BY OTHERS 0 o 0 , �-1/2" DIA. HOLE · n-1-- -314" DIA. HOLE 1/4'" THICK PLATE (TYP) CONDUIT STANDOFF BRACKET DETAIL ANTENNA MOUNTS (2 REQUIRED) SEE DETAIL ON SHEET 9 42" TALL ROUND ROOF HANDRAIL NOTTO SCALE BALCONY WITH 42" TALL HANDRAIL COLUMNS (TYP.) FROST PROOF ROOF VENT/24"o OPENING SEE DETAIL ON SHEET 9 24" o ROOF MANHOLE (2 REQUIRED) STATIONARY ROOF LADDER WITH \ FALL ARREST SYSTEM TO BE \ INSTALLED AT TANK LEG EQUIPPED WITH CONDUIT BRACKET -+- -+-- 'i. TANK ELECTRICAL fi C ONDUIT CPLG TANK LEG LADDER WITH FALL ARREST SYSTEM CONDUIT STANDOFF BRACKET INSTALLED ON THIS LEG 'i. TANK PROPOSED 200,000 GALLON ELEVATED STORAGE TANK PLAN VIEW 1O" OVERFLOW PIPE (TO GRADE) CONCRETE SPLASH PAO SEE OETAJL ON SHEET 9 PROPOSED 200,000 GALLON ELEVATED STORAGE TANK ELEVATION NOT TO SCALE MOT TO SCALE NOT TO SCALE NOTE: CONTRACTOR SHALL NOTIFY THE FAA WITHIN 5 DAYS OF CONSTRUCTION REACHING ITS GREATEST HEIGHT (SEE FORM 7460-2 IN THE SPECIFICATIONS) PROPOSED TANK DETAILS ==================================================================:::::] • u C: - REVISIONS 2-7-2024 BID SET 0 2023 MidwesternEngineers. Inc 802 West Broadway Street P.O. Box 295 Loogoo1ee. Indiana47553 DATE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 8 8 OF 10 I FILE NUMBER I 43617 Do Not Use Plan Previews for Take Off