Midwestern Engineers, Inc. Plan Preview

> o. <" -- •u -o. M- Q @� � "' -a N� ! "-1\ ,._ �z Cl .__ 0 t:; 0, �\ �a: -� "' --- zo ;:. �u :,: (j);; .. �o "' "' �< t;; r " �- ;;i Q �" -£ :t , . <o. PIPE & TUBE RAILING "GUARDRAIL" T WALL ' <O #5 VERT. DOWELS @ 12" O.C.E.F. � INV. 419.50' ELEV. 419.0' 20" D.I. EFF. PIPE - - �I SELF-EXPANDING RUBBER STRIP WATERSTOP (TYP. WHERE SHOWN) 13'-0" 7'-4" 1 12" 6':-4" - - T/SLAB �-;;:-\ EL. 423.0' 11 I 12" STATIONARY DAVIT CRANE SIMILAR OR EQUAL TO ''THERN" SLIDE GATE SCHEDULE No OPENING SIZE DESCRIPTION [jJ 1'-6" W x 1'-6" H x 11'-Q " V NORMALLY OPENED [1] 1 '-2" W X 1'-2" H X 8'-7" V NORMALLY OPENED 1'-0" W X 4'-o" H X 6'-3" V NORMALLY OPENED [±] 4'-o" W X 4' - o" H X 6'-3" V NORMALLY CLOSED NOTEc 1. SLIDE GATE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS MODEL Noc CAPTAIN 1500/571M2 SERIES w/ RATCHET STYLE SCREW-JACK ORDERED SEPARATELY 2. CONTRACTOR TO SUPPLY SLIDE GATES FOR ALL SLIDE GATE LOCATIONS WHETHER NORMALLY OPENED OR CLOSED. 14'x12' U.V. STORAGE BUILDING SEE SHEET S6.04 FOR DETAILS INSTALL ALUM. GRATING OVER ALL OPENINGS EXTEND VERT #5 BAR LOW LEVEL 36" PAST T/WALL & SENSOR l-- ACTUAL HGT. ELEV. 431.0' BEND INTO FLR SLAB (TYP. WHERE SHOWN) l.l---;,-,e--------1---l. � ! =='�-­ '°�-- 426.6,3' ELa:1.88' 425.67' ELs0,92' 424.75' #5 BARS @ 12" O.C.E.W. 18" T POURED CONC. SLAB w/ #6 BARS T/B @ 12" O.C.E.W. #5 VERT. DOWELS @ 12" O.C. w/ #5 BARS @ 5" O.C. ALONG LENGTH OF DOWEL A SECTION SCALEc 1/4" - 1'-0" 40•-o" 32'-8" 26'-8" 12" RECOMMENDED HGT. ELEV. 429.25' " ' _,J 426.88' l 420.50' 9'-4" 3'-o" 12" 1 j" EXP. JOINT w/ JOINT SEALANT (TYP. @ ALL STOOP AREAS) 4" T SLAB w/ 4x4-W4xW4 WWF & 8" TURNDOWN WALL _ T/WALL $ T SLAB , ELEV. 424.75' FLEXIBLE PVC WATERSTOP [TYP. U.N.O.] #5 VERT. DOWELS @ 12" O.C.E.F. hl J. T/SLAB ELEV. 420.50' $ T PIER ELEV. 432.0' 14" PIPE SLEEVE T/SLAB '1! ELEV. 431.O' 29'-10" SLAB @ 423.0' !'-4" SLA! INV. 421.33' GROUT SLOPE FLOOR j"c1'-0" TO DRAIN @ 420_50• I EL. 420.50' ' N ' ---4 -- "' 2'-0" 4" 16" 4" ITEM A B C D E F G H J K L M N 0 p Q R s T u V PIPING SCHEDULE DESCRIPTION 16"x16"x16" 0.1. FLG. TEE (W/BASE ELBOW & CONCRETE SUPPORT AS REQUIRED) 16" PLUG VALVE 16" 0.1. 90' BEND (FLG. OR M.J.) (W/BASE ELBOW & CONCRETE SUPPORT AS REQUIRED) 16" METER, PER SPEC. 14" 0.1. 90' BEND (M.J. OR FLG.) 14" 0.1. 45' BEND (M.J. OR FLG.) MEGA-LUG RESTRAINER, SIZE PER LINE MECHANICAL JOINT ADAPTER, SIZE PER LINE FLANGED COUPLING ADAPTER, SIZE PER LINE WALL SLEEVE, SIZE PER LINE ALUMINUM ACCESS LADDER w/LADDER SAFETY EXTENSION, "HALLIDAY PRODUCTS" OR APPROVED EQUAL WATERTIGHT ALUMINUM ACCESS HATCH WITH FALL PROTECTION GRATE, 36"x36" FACE MOUNTED ALUMINUM SLIDE GATES, "WHIPPS, INC." OR APPROVED EQUAL, MODEL 824, w/ SIDE, INVERT & TOP SEALS EMBEDDED ALUMINUM SLIDE GATES, "WHIPPS, INC." OR APPROVED EQUAL, MODEL 821 PIPE SUPPORT BASE w/CONC. SUPPORT PADS PIPE SUPPORT STANDS 20" D.I. 45• BEND (M.J. OR FLG.) 20" D.I. 11.25· BEND (M.J. OR FLG.) 24"x24"x20" 0.1. WYE (M.J. OR FLG.) M.J. CAP, SIZE PER LINE TEMPORARY EFFLUENT FLOW METER 2" DRAIN LINE w/ DUCKBILL CHECK VALVE 7'-o" (4)-j"0,8" S.S. HEX HEAD A.B. [1j" PROJECTION] (3)-#3 TIES w/lN 5" OF TOP OF CONCRETE PIER (8)-#4 VERT. DOWELS-� L -- - - -g"- • GENERAL NOTES 1. THE CONTRACTOR SHALL INSTALL & VERIFY ALL ENGINEERED FILL REQUIRED TO MEET MINIMUM BEARING CAPACITY OF RECOMMENDED VALUES PER GEOTECH REPORT. 2. All FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 30 INCHES BELOW FINAL GRADE PER GEOTECH REPORT. 3. SLABS SHALL BE PLACED ON MIN. 6" COMPACTED BASE AS RECOMMENDED PER GEOTECH REPORT. 4. ALL WALLS SHALL HAVE 18 INCHES OR MORE OF A WELL GRADED GRANULAR FILL BE PLACED BETWEEN NATURAL SOILS AND THE WALLS WITH A COHESIVE CLAY CAP PER GEOTECH REPORT. 5. ANY MODIFICATION TO THE PLANS THAT MAY BE REQUIRED AS A RESULT OF FINAL CONDITIONS TO BE SUBMITTED TO ENGINEER FOR APPROVAL 6. ALL EQUIPMENT SUBMITTALS OTHER THAN BRAND NAME LISTED IN SCHEDULES OR REFERENCED ON PLANS & SPECS SHALL BE ENGINEER PRE-APPROVED EQUAL. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH OTHER CONTRACTORS THE INSTALLATION OF ALL EQUIPMENT PRIOR TO BEGINNING CONSTRUCTION. 8. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION AND SIZES OF ALL EQUIPMENT/ PIPING WALL AND SLAB PENETRATIONS AND NECESSARY EQUIPMENT/PIPING SUPPORT HANGERS, STANDS AND HOUSEKEEPING PADS WITH EQUIPMENT SUPPLIER SHOP DRAWINGS. 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL APPURTENANCES NECESSARY TO COMPLETELY INSTALL AND MAKE FULLY OPERATIONAL ALL EQUIPMENT & PIPING AS SHOWN ON PLAN, DESCRIBED IN THE SPECIFICATION OR INCLUDED IN THE MANUFACTURER'S SHOP DRAWINGS. 10. SEE SHEET S0.01 FOR TYPICAL CONCRETE AND MASONRY REINFORCING AND INSTALLATION DETAILS. 11 PROVIDE CONTROL / CONSTRUCTION / EXPANSION JOINTS AS INDICATED IN THE SPECIFICATION AND DETAILS, SEE S0.01 FOR DETAILS. CONTROL JOINTS (C.J.) NOT TO EXCEED 12'-0" IN EACH DIRECTION. 12. CONTRACTOR TO INSTALL A 14" TEMPORARY BYPASS LINE FROM THE EXISTING CLARIFIERS EFFLUENT LINE TO THE EXISTING U.V. STRUCTURE 13. CONTRACTOR MAY REMOVE EXISTING MH 2 (WATER SEAL & CHLORINE SOLUTION MANHOLE) IF NEEDED TO INSTALL THE TEMPORARY BY-PASS LINE. SEE SHEET C110 FOR MANHOLE DEMOLITION DETAIL 14 EXISTING 2" NPW LINE TO REMAIN IN SERVICE, THE LINE MAY BE RELOCATED IF NEEDED TO INSTALL TEMPORARY BY-PASS LINE. IF RELOCATED, INSTALL NEW 2" WATER SERVICE TAPPING SLEEVE AND CORP STOP. 15. EXISTING CHLORINE FEED LINE TO BE REMOVED. 16. CONTRACTOR TO INSTALL EXISTING EFFLUENT FLOW METER AND ELECTRICAL PANEL FROM EXISTING CHLORINE CONTACT TANK TO EXISTING U.V. STRUCTURE. 17. CONNECT NEW 20" 0.1 EFFLUENT LINE FROM NEW U.V. DISINFECTION AND STEP AERATION TANK TO EXISTING 24" EFFLUENT LINE. 18. WHEN THE NEW U.V. DISINFECTION AND STEP AERATION TANK IS READY TO GO ONLINE, DIVERT FLOW FROM EXISTING U.V. STRUCTURE TO NEW 14" INFLUENT PIPE. 19. EXISTING U.V. DISINFECTION TANK TO BE DEMOLISHED AFTER NEW U.V. DISINFECTION AND STEP AERATION TANK IS IN SERVICE 20. CONTRACTOR TO INSTALL A MIN. 6" T LEVEL COMPACTED STONE BASE UNDER NEW BUILDING SET AND ANCHOR DOWN NEW 12'-0" x 12'-0" PREFABRICATED STORAGE BUILDING. BUILDING MFGR., STYLE AND COLOR SELECTION BY OWNER. r; - - - +- ------------- - - 7 I -- - - � T/SLAB .... .. / ' B "' 0 � - N .... ,/ ' C .. , se.03 � ' 0 I <O ' N - 0 .. ' N ' 0 I EL. 419.0' --� T/SLAB � � - I ', I N m I :'i·o ' u, 0 '" I- I 0:; .. _, @ 1/ 0 - /1 N <--"" I/ I � � 20" PIPE SLEEVE 7r-- INV. 419.5' T/SLAB I EL. 419.0' 12" m :'io u, . n N ·o sa- _, @ .. - I I ' ' I ' I ' I T/SLAB � __=: 423.0' _ c= I , u !I 18" T POURED CONC. SLAB - ELEV. 419.0' . ----- 13'-o" SLAB @ 419.0' 7'-4 " ■ ■ ' ' ' . • ' ' I 6'-o" 12" 19'-8" / - - I ' I - - - I I ,. I I I m 5o L'"' n • N "r.o <st+ I I ' � - I I ' 18" PIPE 0 ' "' <O SLEEVE 0 I N - .. INV. 421.00' .. ' @ I I m 5 I ��� .. _, @ � I u, � � n - ' ' 0 <O 16" PIPE 16" PIPE I I '-- .., .. I f-- lsLEEVE .. SLEEVE "' "' I - , INII' 424.0' - INV 424 o· N_ - -:7 m '...;; "' I - I- ' ' I ' :ts N -, ' C.J. C.J. r0 = .. 0 .._ 4 ___J " .. - 423_0·1 '" 6'-6" SLAB @ 19'-2" SLAB @ 423.0' / I � L_,__ I I ,o'>/ / C.J. I L I t'vsLAB -� r --l -- I T/SLAB - .... - EL. 424.75' EL. 419.0' 32'-8" SLAB @ 424.75' 12" ' 12'-8" 3'-o" ' 40'-o" D S6.01 N FOUNDATION PLAN SCALE, 1/4"=1'-0" "'� ' -+ 4.--1 •N - ' N I - :NI- ---- 1s'-o" - -, 2'-10" u - � I I I T/SLAB m- :'ii!: 1-1 � EL. 420.50' u, " I- ' ■ Ov _, @ ' --�.._ ' "' 'T/SLAB EL. 424.75' '" I"' I' 12" POURED CONC. WALL w/#5 BARS @ 12 o.c.e.w.e.f. 12" -- ' N 'o '" ' 0 I "' -,- N - I n ' N - - ' 0 I ' I co 1 DETAIL SCALE, 3/4" 1'-Q " PIPE & TUBE RAILING "GUARDRAIL" j" EXP. JOINT w/ JOINT SEALANT (TYP. @ ALL STOOP AREAS) 4" T SLAB w/ 4x4-W4xW4 WWF & 8" TURNDOWN WALL 12" T POURED CONC. WALL w/ #5 BARS @ 12" O.C.E.W.E.F. T SLAB ELEV. 424.75' #5 VERT. DOWELS @ 12" O.C.E.F. T SLAB ELEV. 419.0' 5'-6" 10·-o" +2.25' 427.00' INSTALL ALUM. GRATING OVER ALL OPENINGS -------------14'x12' UV STORAGE BUILDING -------- SEE SHEET S6.04 FOR DETAILS #4 DOWELS @ 12" O.C.O.F. #3 U-BARS @ 12" O.C. #5 VERT. DOWELS @ 6" O.C.O.F. #5 VERT. DOWELS @ 12" O.C.1.F. T SLAB ,- _ __-c.....__ s'--'lc--;=c-;a';'-�==➔ ELEV. 423.0' ';5;��;-��i,;:":"""?";nf:l;-�5;'--.;;ij:-=;�;�;·� \;�.-- ., _ih _________ ,: 1.\'-�� ..¥i"--<0·----JJ.Q:;J;Z18" T POURED CONC. SLAB w/ D 21'-0" #6 BARS T/B @ 12" O.C.E.W. #5 VERT. DOWELS @ 12" O.C.E.F. SECTION SCALEc 1/4" = 1'-0" U.V. DISINFECTION AND STEP AERATION TANK - FOUNDATION PLAN REVISIONS 09-20-23 BID SET <Cl 2021 Midwcslcm Engineers. Inc. �()'.! West Broadway S1reel P.O. Box 295 Loogooles:. Indiana 47.�53 DAIT FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. a.c. CHECK R.D.W. PROJECT NUMBER 2015078-01 S6.01 69 DF 114 FILE NUMBER 42003 Do Not Use Plan Previews for Take Off