Midwestern Engineers, Inc. Plan Preview

- - - 10" 0.1. Cl350 EFFLUENT TO PLANT EFFLUENT PIPE. SEE SHEET 10 FOR ADDITIONAL INFORMATION PIPE WALL PENETRATION SLEEVE w/ INTEGRAL WATER STOP AND LINK-SEAL, SIZE PER PIPE INV. 840.50' PIPE WALL PENETRATION SLEEVE w/ INTEGRAL WATER STOP AND LINK-SEAL, SIZE PER PIPE 1 '-0" MAX DOWNSTREAM w L l ELEV 842 87 ���· lI._ . 2'-6" 1'-0" - • 1'-0" / 055313 - BAR GRATINGS TYPE 2 GRATING ( LEVEL CONTROL WEIR ELEV. 843.51' 3 .. , 16 .. ,. l � 10" DIA. CL350 PIPE THRU WALL 1/ PIPE WALL PENETRATION SLEEVE w/ INTEGRAL WATER STOP AND LINK-SEAL, SIZE PER PIPE ,-.,-, "''"· ----t�.,-.---,----,--.--,--,;---,n�-.,.,...., LEVEL CONTROL WEIR . �--·. . . . •,, ·, • . . · . ' . . -. . .. · . . . • . :,,.:. ,.....:. . '.,,· - ,..... . • .. . .. A 1 10" DIA. CL350 PIPE• � THRU WALL �,._j,\.:.·.t_' :::,:j ) >-r---.-EXTRUDED . ' 16 I 10" 0.1. CL350 EFFLUENT TO PLANT EFFLUENT PIPE. SEE SHEET 10 FOR ADDITIONAL INFORMATION. .. I •. _. . . ... • . · .. .. 0 •· . , _ : ·• ALUM. FRAME ¼" T. ALUM. � .. "V" NOTCH �- WEIR PLATE .. rr. v-RUBBER _,-.-: ._·:• j. WATERSTOP, .. .- .. ' .. . : .-/... EA. SIDE -,._ . ' 6'-0" .. ' . . 8'-0½" . - . .. N .. U.V. EQUIPMENT \ SEE SPECS [ WATER LEVEL ELEV. 843.58' MAX. = � LEV. 843.51' MIN. - . . . \ PROVIDE OPENING IN GRATING \ I FOR CABLE ROUTING MODULE SUPPORT RACK \ I :c::':::':====r====r::-.. :--:i \ TM/All ELEV. 846.13' 0 \ PVC WATERSTOP-�-- J MAX. UPSTREAM W.L. ELEV. 843.59' T/SLAB ELEV. 842.30' 0 1---- -All WALLS, 12" T. POURED CONC. WALLS w/ No. 5 BARS@ 10" o.c.e.w.e.f. r.::��� �/ · t .• . r ..._ / r'-' 10" PLUG VALVE IN -�;/ _...... '-r �/BY-PASS LINE(BEYOND) -All SLABS, 12" T. POURED CONG. SLAB w/ No. 5 BARS@ 10" o.c.e.w.t&b. T/SLAB $ ELEV. 840.25' ------------- . . ,:-�,�-�, ���� ���•·---�( . _:. , . _{] 110" PLUG VALVE 10"x10"x10" 0.1. TEE . . . . . . 34'-0" 21'-0" -T/WALL ELEV. 846. 13' . • • .. •.. . r.-;, . • J 2 . r-U.V. EQUIPMENT, SEE SPECS ' ' , . • . . . -· 16 T -JI" . ·" .. . 1'-0" 3'-0" r 10" D I CL350 U V DISINFECTION srRUCruRE sY-PAss LINE • '. . : . -. . . . . ; .. . .. . . . .' ... �. 1 '-0" PIPE WALL PENETRATION SLEEVE w/ INTEGRAL WATER STOP AND LINK-SEAL, SIZE PER PIPE INV. 840.50 10" 90 ° 0.1. BEND PIPE WALL PENETRATION SLEEVE w/ INTEGRAL M.J. MEGALUGS ALL FITTINGS(TYP.) WATER STOP AND LINK-SEAL, SIZE PER PIPE 10" DIA. CL350 PIPE THRU WALL @ �10" PLUG VALVE ',,_:;,/ ... ��L,ri 1--7"�-fl[h.J ,�� 10"x10"x10" 0.1. TEE ' n ,_ 11Js.----------,, 11111' I lllib � u- I . . .. � . " . . ... . . " .� r ·. _. �:��-�·-· �·-· �:_ .._· �· . i · �- · --· � ..� · -· _· _� _· _· ._._;_. _. �· · -·_· �· �·-· _. �· -· -�· t-·-·_· __ ' ·�· 4 ·_._· _· �-· -· �•-· _· _._, ,,, · _. �.. ·o::<c-���---�-' � : . . . .. .. ·• _ . .., .. - .. · .. 10" PLUG VALVE J 10" D.I. CL350 EFFLUENT TO PLANT EFFLUENT PIPE. SEE SHEET 10 FOR ADDITIONAL INFORMATION .. 8'-2" 32'-0" 3' - 0" 3'-0" . .. 0 EQU I PMENTPLAN PDC w/ HYDRAULIC MANIFOLD-- - ---1 • 1- - - - -�---HYDRAULIC SYSTEMS CENTER(HSC) SLOPE Ya":1 '-0" SCALE: 1/2" � 1'-0" 6'-0" 1'-0" 4'-0" 1'-0" 055313- BAR GRATINGS TYPE 2 GRATING ¾" CHAMFERED EDGE T/WALL $ ELEV. 846.13' / 4" T. POURED CONC. SLAB w/6"x6" W4.0x4.0 W.W.R. OVER COMPACTED FILL r-:ccc-:-::--c:-:crc-"1!'"t;:-l-f+;;l'-�,-==--c:-"':-��-,- _.:: L..t.,,-----= ,...., �,, T/SLAB -.. .. · , · :- • ·• t� • · -� �:;=--� :.... _. -, ...:........:. · .,..!..-..:• ,,_ ,-"- ----C E � L cc E � V � . � 84 - 6 - .0 - 6 -, --. 0 T/WALL $ ELEV. 846.13' . ·f - PVC WATERSTOP EXISTING \ GRADE � - - T/SLAB ELEV . 842.30' T/SLAB $ ELEV. 840.25' . . ½" EXPANSION JOINT w/ JOINT SEALANT SIMILAR OR EQUAL TO "MASTER SEAL SL-1" BASF ,,!----41+�, -��+-u.v. EQUIPMENT, SEE SPECS �;:. - �: 12" T. POURED CONC. WALLS • • .--:-- -� .1·-. wt No. 5 BARS@ 10" o.c.e.w.e.f. -.. " .. -. � . .>1--12" T. POURED CONC. SLAB w/ I 8 .. I ,,, --- . -. 1'-0" 1 '-0" 3'-0" 1'-0" No. 5 BARS@ 10" o.c.e.w.t.&b. - PVC WATER STOP ' ·� ' · wt No. 5 BARS@ 10" o.c.e.w e.f. l I----12" T. POURED CONG. WALLS .f . . ,-c 1 -'-� 0'_ ' � - - �2-' -0� " - �. ,-1� ·- � 0 - " - , • . :, 1 ·� EXTRUDED ALUM. FRAME T/WEIR WALL " . '· ·.4::-r· ... _l· ·· -------¼" T . ALUM. "V" NOTCH WEIR PLATE �- E :C :L -'; E � V 7 . 'isci 4 i 3 'i . oc;oc-· -.---.---f..'.,.-. +.:-, le,,,:-... ". "'" � /ri;,= -,. -:,1 _ ____- ½' , j, i, '...._/ j'. · . •:::PY V/NOTCH .:... • • ---+f.� _.'--'-ft- -L .�-lr, ,c\ - - -iE�L'i E.f V�84� 2'°25' "' - 0 ·+----+· -'.~_· · _,__ '"": J. �l· 2:,;; ;;:, "'± ..: =.! _(_T · -T::� . . ·i J- I"'·!"_.... !.- · 1. · -·.1 , · • - • .J 12" T. POURED CONC. WEIR WALL ·" • · ·· II wl No. 5 BARS@ 12" o.c.e.w.e.f. 1 1 � • . 4 ... • . , .' I ·. .. B .. ·· ·•· . . _ .., �- . � PVC WATER STOP $ T/SLAB ELEV. 840.25' r·. � ·, � PVC WATER STOP _.............- . �n . > . . . . .. • . \---------12" T. POURED CONC. SLAB w/ No. 5 BARS@ 10" o.c.e.w.I.&b. '- __§_'.'._ 6'-0" 8" �RUBBER WATER STOP 1-----------------�-,---1 7'--4" 2"x2"x¼" GALVANIZED ANGLE w/ ½"0 x 4" HEADED ANCHOR STUDS@ 18" o.c. 2" <1 <I .:'.l <I 0 >-- _ G _ R _ A _ TI _ N _ G_ S_ U _ P _ P _Q_ R _ T _ s � - A L � - , T-.. � - 1 1� __ 0.. (D-S- s -:-�-, T_ 1 1 -! .o---�-- -- o " WASTEWATER TREATMENTPLANT - NEW U.V. STRUCTU RE DETAI LS REVISIONS BID SET C 2023 .\1idwestem Engineers. Inc 802 W�sl Rro�dw�y Street P 0. Box 295 Loogootee. Indiana 4755� DATE SEPT. 2023 DESIGN R.D.W. DRAWN M.M.C. Q.C. CHECK PROJECT NUMBER 2022111-00 1 6 16 OF 23 FILE NUMBER 43307 Do Not Use Plan Previews for Take Off