649' HIGH WATER LEVEL ELEV. INTERIOR OVERFLOW WEIR SHALL BE DESIGNED FOR GREATER THAN OR EQUAL TO 600 GPM FILLING RATE II FROST PROOF ROOF VENT WI 24" DIA. OPENING VENT SHALL BE DESIGNED FOR GREATER THAN OR EQUAL TO 5,000 GPM WITHDRAW RATE ( SEE DETAIL SHEET 9) 24" DIA ROOF MANWAY STATIONARY ROOF LADDER WI FALL ARREST SYSTEM TO BE INSTALLED AT TANK LEG EQUIPPED WITH CONDUIT BRACKET ----- INSIDE BOWL LADDER WI FALL ARREST SYSTEM COUPLING WITH PLUG r 1'-0" 42" MIN. PWRI TOHT E4 CSTUI VP EP ODRI STCSH A R G E P L A T E 1-- - 36" DIA. TANK RISER WELD TO RISER BOTTOM 3" PWRI TOHT E4CSTUI VPEP ODRI STCSH A R G E P L A T E COUPLING WITH PLUG WELD TO RISER BOTTOM 1 3" TERMINATE AT LOW WATER LEVEL 48" DIA. TANK RISER SWTEELEDLEPDIPCEARBON FLANGED WELD TO RISER BOTTOM (TYP.) WELD TO RISER BOTTOM NON-SHRINK GROUT PER YSVILLE ---SHELL MANWAY (SEE DETAIL ON SHT. 6) -.IQ£'..s; W '£' E _f L _f D � Tf O J R :[ IS s]E';_R§;8!10J!TT![O_ M __ rL::l;.,jj,___1,..,L,i;;;;;;;i,:l;,LL[ NON-SHRINK GROUT TOP OF CONC. PIER 534.50' • n6"MIN. GRADE ELEV. 534.00' GRADE TOP OF CONG. PIER 534.50' GRADE ELEV 534.0' • • • • • • 6" MIN . GRADE w'-' z., ( 0 l' w w "' )- -' ., 8,: 628' LOW WATER LEVEL ELEV. 8" OVERFLOW P!PE (TO GRADE) NAME PLATE RISER MANWAY (SEE DETAIL ON SHT 6) GROUT 1" THICK UNDER ALL BASE PLATES OVERFLOW SCREEN TERMINATE 12" ABOVE SPLASH PAO (SEE DETAIL ON SHT. 6) TOP OF FINISHED FOOTER ELEV. 534.50' • •• 0 �--L__-------1---1'--if-- .-"'lic=�� ·- .. CON'CRETE SPLASH PAD (SE� DETAIL ON SHT, 9) FINISHED GRADE, ELEV. 533.00' OVERFLOW PIPE SUPPORT (SEE DETAIL ON SHT. 9) i 12" INLET/OUTLET PIPE 'i.)h,-,-1 (SEE WATER STORAGE TANK CONNECTION DETAIL ON SHT 6 AND 7) ---,-�,,--- 3"x3"x"A," CLIP FOR GROUNDING (TYP. EACH LEG) " I , I I I' I , .. .' ..... 11 I I II I I I I� D D D D BALCONY WI 42" TALL HANDRAIL INSIDE BOWL LADDER WI FALL ARREST SYSTEM Tf-:;'f'----STAINLESS STEEL CHAIN FROM ROOF MANHOLE TO INTERNAL TANK MIXER INTERNAL TANK MIXER SAFETY GRATE ON TOP OF RISER RISER ROD EXTERIOR RING INSTALL 18"x4"x3/4" THICK CONDUIT STANDOFF BRACKETS (SEE CONDUIT STANDOFF BRACKET DETAIL ON SHEET 6) @ MAXIMUM 10'-0" LENGTHS FROM GROUND TO BALCONY AND BALCONY TO HAND RAILING ON TANK ROOF STRUT & RISER ROD 8" DEDICATED TANK FILL LINE (WELDED STEEL SECTIONS) FOR MANDATORY ALTERNATE 'A' ONLY RISER COLUMN WINDAGE ROD OCOPENNCIRNEGTE SLAB PIPE CD EI MNETNESRI OPNI ESR AFNODU CN OD NA CT IROENT-E - -f.,' SR HE IANLFLOBREC DE EMTEENRTMRI NE EQDU IBRYE MT AENNKT S CONTRACTOR. STEEL PIPE. FLANGE AND PLAIN ENND I �!l'o-Jl_,lI�=='(F. 12" FLANGE JOINT 0.1. BASE BENDPOUR CONCRETE THRUST-- --t-1 __1 '-1BLOCK FOR BASE ELBOWS :I :� .I -=-:-It= ·-- ��,- -�'"' C'· ,::::)___)__ SAND BACKFILL .,. ., ' ' .i . ... v·: ,·-� 60" MIN. 1P2O" L0Y. E1 . TCHL YA LSESN3E5 E0 NP CI PAES WE MI TEHf \ P 6" O ' DL .YI . ECTLHAYSLSE N3 5E0 EPNI PCEA SWEI MT HE N T TO HYDRANT 6" M.J. RESTRAINT 6" FLG. JT. 0.1. BASE BEND WATER STORAGE TANK CONNECTION AND PIPING DETAIL - BASE BID ) NOT TO SCALE i I • I ' I I I I L_ : . . - - =-=-= - --= ==iv- CENTER PIER FOUNDATION DIMENSIONS R BA Y E N QD T U A C I N R O K E N MCC O E R N N E T T T S E R A S R C H E T A IN O L F R L OBRECDE EMTEENRTM I N E D •• + I __J 36" DIA. TANK RISER 1IN2F" LDU.IE. CNLTA/ESFSFL3U50ENT PIPE T6"ADN.KI. DCRLAASINS 350 PIPE TO HYDRANT 36" DIA. TANK RISER, CENTER PIER AND PIPING DETAIL - BASE BID NOT TO SCALE CONCRETE SPLASH PAD (SEE DETAIL ON SHEET 6) BALCONY WI 42" TALL HANDRAIL CONCRETE SLAB PIPE----t'f.'='=rr"'--' OPENING DC IEMNETNESRI OPNI ESRAFNODUCNOD NA CT IROENT-E - - - + t - - SR HE IANLFLOBREC DE EMTEENRTMRI NE EQDU IBRYE MT AE NN KT S CONTRACTOR. STEEL PIPE, FLANGE AND PLAIN END •� _ \ 12" FLANGE JOINT D.1. BASE BENo--+....C:'-a+- , . -+- l BPOLOUCRKCFOONRCRBAESTEE ETHLBROUWSTS-----+��'-!. ·I :1. . . . • j 1 R 12 E " S ' STERRAI EI NSE 2D1 F0 L0 AMNEGGEA AF DL AA NP GT EE R BY EBAA IRON, INC. OR EQUAL B8 'A" FSLEABNEGNEDJOINT D.1. R B8" Y E S S EE T B R R A I A E A I S N IR E 2 O D 10 N F 0 . L I MA N E N C GG . O A E F R A L D EA QA N P U G T A E E L R j I L�•��·"-:::j_ _j__ _ SAND BACKFILL 60'"MIN. P P8" O L A IL N N Y L T E E , T T H D FY . R l. L O C E M N LA E WS E A S N T 3 C E 5 A R 0 S T R E R .J M E . E A P N T IP T M E EWN ITT H 13 25 "0 DRI .SJC. PHIAPREGWEI TTHO PSOYLSYTEETMH, YDLIE. NCEL A S S ENCASEMENT -- TO SYSTEM 36 5" D0 RRA. JI N. PLI IPNEE TTOO 6H" YGDART AE NVTA, LDV. IE. CA LNADS S HOYRDIERNATNATT,IOSENE SlTE PLAN FOR R B6" Y E S S E E T B R R A I A E A I S N IR E 2 O D 10 N F 0 , L I MA N E N C GG . O A E F R A L E D A QA N P U G T A E E L R 6" FLANGE JOINT D.I. BASE BEND WATER STORAGE TANK CONNECTION AND PIPING DETAIL - MANDATORY ALTERNATE 'A' BID NOOU TT EO: FS EV CI ETWI OFNOSRHPOI WP I NN G CLARITY NOT TO SCALE i I I L_ • .. '• • • • . .. ---1-� CENTER PIER FOUNDATION DIMENSIONS R BA Y E N Q D T UA C N IR O K E N CM C O E R NN E T T T R E S A S RC H E T A IN O L F R L OBRECDE EMTEENRTM I N E D 48" DIA. TANK RISER 12" 0.1. CLASS 350 --- EFFLUENT PIPE ===l�=====:::'-�' TO SYSTEM . . I I _J P8 "I PDE. I .FCRLOAMS SW3A5T0EFRI L L TREATMENT PLANT 8" OVERFLOW PIPE (TO GRADE) ANTENNA SUPPORTS WELDED 6T"A0N.K1 . DC RL AASI NS T3O5 0HPYIDP RE A N T D D D D D D 6" TANK DRAIN D (SEE WATER STORAGE TANK CONNECTION DETAIL ON SHT. 6 AND 7) /\,- RISER LADDER WI FALL ARREST SYSTEM TANK LEG LADDER W/ FALL ARREST SYSTEM (SEE DETAIL ON SHT. 6) ALUMINUM LADDER GATE (SEE SPECIFICATIONS) " z: ll : ' , . f- 1 , / r J ;:? Ii, TANK--+--,r---> TANK SHELL ----+-r--, COLUMNS TYP CONDUIT BRACKETS TO BE INSTALLED ON THIS TANK LEG PROPOSED MULTI-LEGGED 100,000 GALLON ELEVATED WATER STORAGE TANK ELEVATION NOT TO SCALE / I TANK LEG LADDER WI FALL ARREST SYSTEM --------- Ii, TANK I I TO TANK HANDRAIL, REQ'D (SEE DETAIL ON SHEET 9) 48" DIA. TANK RISER, CENTER PIER AND PIPING DETAIL - MANDATORY ALTERNATE 'A' BID A / < 4 24" ROOF MANWAY (2 REQUIRED) NOT TO SCALE 42" TALL ROUND ROOF HAND RAILING ,�-FROST PROOF ROOF VENT WI 24" DIA. OPENING (SEE DETAIL ON SHT. 9) GENERAL NOTES. 1 ALL HANDRAILS, PLATFORM LANDINGS, WALf0/VAYS, LADDERS, AND 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 AWWA 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 CONNECT!ON. 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 MULTI-LEGGED TANK PLAN 9. TANK/ TOWER SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE MOST CURRENT AWWA 0100 STANDARDS AND PROJECT SPECIFICATIONS NOT TO SCALE NEW 100,000 GALLON WATER STORAGE TANK TYPICAL DETAILS REVISIONS BID SET C 2025 Midwe�lcrn Engineers. Inc. 802 West Bromlway S!R'el P.O. Box 295 Loogootee. Indiana 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN S.L.H. Q.C. CHECK E.K.P. PROJECT NUMBER 2022043-04 8 8 OF 11 I FILE NUMBER I 44643 Do Not Use Plan Previews for Take Off
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