Midwestern Engineers, Inc. Plan Preview

86'-6" TO HIGH WATER LEVEL OVE R FLOW ELEV. 800.0' 38'-6" 48'-0" 12" OVERFLO �'-. ( T O G R ADE) L.W.L. 761.5' ' \ \ \ ' i\ 60'-o" ID F R O ST P R OOF R OOF VEN T /24"¢ R OOF MANHOLE S EE DETAIL ON T HI S S HEET 24" ¢ R OOF MANHOLE (2 R EQ'D) DUBOIS GENERAL NOTES: 1 . ALL HANDRAIL S , PLATFORM LANDING S , WALKWAYS, LADDE RS , AND SAFETY C UMB DEVI C E S S HAUL C ONFO R M WI T H CUR RENT O S HA ST ANDA R D S . 2. S EE PROJE C T S PE C IFI C A T ION S FO R S HOP AND FIELD PAIN T R EQ U I R EMEN TS . 3. S TERILIZE T ANK IN A CC ORDANCE WI T H AWWA C 652-19 AND PROJE CT S PE C IFICATION S . 4. TANK C ONT R A CT O R S HALL GRADE, S EED, ST RAW, AND FER T IUZE ALL DI STU RBED A R EAS T HAT A R E NOT ST ONE R ES U RFA C ED. 5. T ANK C ON T RA CT OR S HALL S LOPE TANK SI T E TO D R AIN AWAY FROM T ANK FO U NDATION. 6. TANK C ON T RA CT OR S HALL F UR NI S H AND IN ST ALL S I T E D UCT ILE I R ON PIPING T O POIN T A S NO T ED ON S ITE PLAN FO R T ANK C ONNE CT ION. S EE WA T ER ST ORAGE T ANK C ONNE CT ION DETAIL T HI S S HEET. 7 . T ANK CON T RA CT O R SHALL F U RNI S H ST ANDARD ATTA C HING PAR T S FOR FALL A RR E ST S Y ST EM, WHI C H S HALL BE C ABLE TYPE PE R DETAIL ON S HEET 9. 8. S TR UC T UR AL DE S IGN OF T HE WA T E R ST ORAGE TANK AND FO U NDA T ION S HALL BE DETE R MINED BY THE WATE R ST ORAGE T ANK DE S IGN ENGINEER, WHOM S HALL BE A R EGIS T ERED P R OFE SS IONAL ENGINEER IN T HE ST A T E OF INDIANA, AND BA S ED U PON T HE SU B SU RFA C E INVE S TIGA T ION & FO U NDA T ION R E C OMMENDA T ION S REPO RT C ON T AINED IN T HE SPECIFI C ATION S . DE S IGN M UST MEET O R EX C EED CURR EN T AWWA ST ANDARD S . 9. TANK AND T OWER S HALL BE DE S IGNED, FAB R I C A T ED AND E R E CT ED IN ACCORDAN C E WITH MO ST R E C ENT AWWA D100 S TANDA R D S AND PROJE CT S PE C IFI C ATIONS. #9 FLATTENED EXPANDED METAL SCREEN 36"0 DISHED HEAD BASKET ASSEMBLY HANDLE Water 30" WIDE BAL C ONY DOUBLE HINGE ASS'Y I W/ 42" HIGH HANDRAIL / \ I S HELL MANWAY w/DAVI T . � .....- R I S E R R OD � V� �-----==D-:: 11----- -----STRUT ' ' � ------ C OL U MN - I � WINDAGE V ----96" RI S ER ROD 0 0 ¾"HOPE PLASTIC RING #4 SS SCREEN ll'---1l:�- HASP (2 REQ'D) HASP (2 REQ'D) ½"x4"RING ¾"SQ. RING (2 REQ'D) ALUMINUM FLANGE 24''0 ALUMINUM PIPE x12"L RUBBER GASKE T ================-STEEL FLANGE T ANK ROO � == �==== � f-----:24"¢ VEN T-----J , � I ; , ;;;;;;;;;-::;� WSPx 1 2" L ALUMINUM FROST PROOF ROOF VENT DETAIL NOT TO SCALE 6"1 • ••• • ✓ ✓ ✓ ✓ - 1/4"X3"X6" CLIP 1/4" THI C K PLATE I r 18" i ' I [o I 1/2" DIA. HOLE 3/ 4" DIA. HOLE 0 0 0 0 010 0 0 0 ' 1/4" THI C K PLATE I ' TYP. CONDUIT STANDOFF BRACKET DETAIL NOT TO SCALE ¾" PL T ¾"¢ X 8"L. R OD (1 R EQ'D) ¾"¢ HANDLE 3¾"CH 0 0 28 ~ ¾"¢ X 2¼"L. W/ N UTS ('A;"¢ HOLE) SS O R GALVANIZED RISER MANWAY DETAIL NOT TO SCALE 1"¢ S E x 1 Q)fL. W/ DO U BLE N UT 4" BA R x �"L. 4• BA R x 5"L. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SHELL MANWAY DETAIL NOT TO SCALE 0 0 0 0 BA R 2"�"x20"L. 0 0 0 0 0 R O U NDED LIFTING L U G WING PLA T E l--1¼"¢ W S Px±9"L. WING PLATE ��-ROUNDED LIFTING L U G 1½"¢ R OD HANDLE ')(," S Q. R OD x 21"L. NO T E: FIELD WELD T ANK PLATE S T O T ANK S HELL AT FIELD A SS EMBLY BAL C ONY WITH 42" TALL HAND R AIL TO LOW WATER LEVEL r; TOWER LADDER w/ SAFETY DEVICE \ - - - - - - - T OWE R LADDE R . . . ,. " . w/ S AFETY DEVI C E ' ' ' ' ' • • • ,. � • • . - I\ I - -r------LADDER GA T E 14' TO \ FIRST RUNG TOP OF FlNISHED I/ / D FOO T E R 713.5' (i)\\ FINISHED GRADE EL EV . _1_ __ J__�"c:=:i==i:=;L J 'll . . '.\ . TOP OF FINISHED 712' - 712.5' -- ,.W,...J'-r-__ L___ FOOTER 713.5' ;:i! !,l[==========;=== ; ;:;z ✓� ,, ]: - '-,a,t--'--�' � '--'----�-�---,1---1-.-rnn'r'r-----�--'--- - �-��--'-- � . I I I ✓ ,,,,,,, FINISHED GRADE ELEV. 712' - 712.5' ...,.. � I'll\ OVERFLOW PIPE T AP PL U GGED �\_ SU PPORT S EE S HT 6 �Qn NAME PLA T E C ON C . S PLA S H FO R FU TUR E _ PAD S EE S HT. 6 - °"'"'\ R ISE R MANWAY OVE R FLOW SCR EEN / S EE SH T . 6 T E R MINA T E 12" ABOVE S PLASH PAD - S EE T ANK CONNE CT ION AND PIPING DETAIL ON SHEET 6 PROPOSED 750,000 GALLON ST R U T C OAX ST AND-OFF BRA C KET T O BE WELDED TO C OL U MN@ ±10'-0" S TA RT ING @ 4'-0" ABOVE GRADE ( R O T A T E T O C LEA R ST RUTS & TOWE R LADDER) COAX MOUNTING DETAIL NOT T O S CALE T ANK S HELL C OAX ST AND-OFF BRA C KET TO BE WELDED TO THE S HELL@ ±8' -o• ( C EN T ER OVE R F1f==�==4=,=+ C ::: O : L ::: U M : N � === 4 � .,:'F�� CUT -O UT IN BAL C ONY) 15"- 4"¢ W S P x 4"L F UR NI S H COVER (TEMPORA R Y) 4"x19" CUT -O UT IN BAL C ONY w/ 1/2" It x 4"L ST IFFENE R COAX THRU BALCONY CUT-OUT THRU BALCONY NO T TO S CALE ELEVATED STORAGE TANK ELEVATION NOT TO SCALE NOTE: CONTRACTOR SHALL NOTIFY THE FM WITHIN 5 DAYS OF CONSTRUCTION REACHING ITS GREATEST HEIGHT (SEE FORM 7460-2 IN THE SPECIFICATIONS) /8 -- -- --1--,22·30'0" N r ROOF LADDER w/ SAFETY DEVICE I \ FROST PROOF ROOF VENT/24•f ROOF MANHOLE SEE DETAIL ON SHEET 6 24� IO ROOF MANHOLE .,,. I (2 REQ'D) ,,.,< I __ _ .. , ✓ - - ✓ - l , o .,,. ANTENNA SUPPORTS SEE DETAIL ON SHEET 6 (2 REQ'D) OVERFLOW (TO GRADE) \ ✓ - ✓ ✓✓ - - ✓ PROPOSED 750,000 GALLON ELEVATED STORAGE TANK PLAN VIEW NOT TO SCALE .... ----\ ' ' ' ' 3) ✓- C ON CR ETE S PLA S H PAD SEE DETAIL ON S HEET 6 PROPOSED TANK DETAILS REVISIONS le &.J� 6/20/2023 BID SET Cl 2023 �lidwest�m Engin�c'rs. Int. 301 West Broadway Str�-el P.O. Bo., 2<l5 Looi,001�e. !ndi�n:, 47553 DATE June 2023 DESIGN R.D.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2023063-00 5 5 OF 6 I FILE NUMBER I 43240 Do Not Use Plan Previews for Take Off