Midwestern Engineers, Inc. Plan Preview

0 N I � �· 0 0 � 0 0 � .,, ;: �� ,w � ffi M "'W ;:;�1 g�� ,- •o � .. .. - i .! § 8� -w £ a_ ' > �I zo :Jiu ' w� -1 �o �< " �� <N � �j; Cl. ,. <� j � "' u z 0 ' "' I Sm I I I I I I I � I \ I I \ \ I I \ \ I I \ \ I \ I I I I \ \ \ \ / / / / - - 8" T TURN DOWN FTR. w/No. 4 BARS @ 12" o.c.e.w. - - ---- - "' I a- S­I n 16" T POURED CONC. STRAIGHT WALLS VERT. REINF. - No. 5 BARS @ 5" o.c.e.f. HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. DOWEL INTO SIJ\B w/No. 6 BARS @ 5" o.c.e.f. s'-o" ,-,-- 1 I I I I ·J ___ a J_ I 13'-2�" (F.V.) n=--=--=- J_ _ I ( 12" 0.1. F/M / INFLUENT FROM / 1 HEADWORKS BLDG., INV. 423.0' .l-c==.--t 24" DIA. x MIN. 24" -._/ 7l. 1 _ � BELOW FINISH GRADE CONC. PIER, SEE DETAIL 10 ON SHEET S2.09 _IF._:� $ f'.l �-�-=-�-==--===-::::.-..::-:::::__.:::,_ 1 S2 01 ' 0 I "' c---. ' / 12" T POURED CONC. STRAIGHT WALLS VERT. REINF. - No. 5 BARS @ 5" o.c.e.f. HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. / " / / " / / DOWEL INTO SLAB w/No. 6 BARS @ 5" o.c.e.f. � ' 16" T POURED CONC. CURVED WALLS 4 VERT. REINF. - No. 5 BARS @ 1 O" o.c.e.f. HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. DOWEL INTO SLAB w/No. 6 BARS @ 1O" o.c.e.f. S2.01 / / / 12" T POURED CONC. CURVED WALLS VERT. REINF. - No. 5 BARS @ 10" o.c.e.f. HORZ. REINF. - No. 5 BARS @ 7" o.c.e.f. DOWEL INTO SIJ\B w/No. 6 BARS @ 10" o.c.e.f. / ' T/SLAB ELEV. 434.00' �-:J I I 1 J ' 2'-0" SQ. x 12" TANK DRAIN SUMP PIT, TYPICAL OF 3 I 12" T POURED CONC. SLAB w/No. 5 BARS @ 10" o.c.e.w.t.&b. I 24'-0" 0 I C0 ' 0 I n �--t---cc---�---� - f------,­ N '' L THICKEN SLAB UNDER MOTOR SUPPORT I BRACKETS, COORDINATE w/MFGR. SHOP OWGS. I 3'-o" 3'-o" 3'-0" 3'-0" '° 3'-0" x 3'-0" OPENING 1'-0" ABOVE FINISH FLOOR ELEV. 424.25', SEE SECTION S ON SHEET S2,10 3'-0" x 3'-0" OPENING 1'-0" ABOVE FINISH FLOOR ELEV. 424.25', SEE SECTION S ON SHEET S2.10 0 co , 'F.O. ' 0 I n 0 I n 0 I n --- _,_ C0 12'-6" 47'-4" 25'-o" 119'-8" (0/0 CONCRETE WALL) 2' PROVIDE No. 7 TOP BARS @ 1O" o.c. PIJ\CED IN EAST/WEST DIRECTION ONLY [PROVIDE IN 25'-0" WIDTH] ,.. cJ', T/SLAB/ 7 423 25' 4'-2" 24" D.I. TRANSFER PIPE \_ T/SLAB ELEV. 423.25' 18'-2" � T/SLAB 32'-2" ELEV 423.25' 1O" 0.1. F/M R.A.S. INFLUENT FROM CLARIFIERS, INV. 423.0' -- 24" 0.1. EFFLUENT TO CLARIFIER SPLITTER BOX., INV. 418.0' - - ---- - N LEGEND D REFERS TO LOCATION OF CONTROL JOINTS IN CONCRETE WALLS. SEE THIS SHEET FOR DETAILS. INDICATES THE LOCATIONS OF WALL PENETRATIONS (3)-CONTINUOUS #6 BARS IN SLAB AROUND ENTIRE SLAB [PROVIDE 4" COVER ON BARS] PROVIDE (2)-CONTINUOUS #5 BARS IN SLAB AT EACH WALL LOCATION AROUND ENTIRE SLAB FOR LOCATING VERT. WALL DOWELS. � GENERAL NOTES 1. THE CONTRACTOR SHALL INSTALL ALL ENGINEERED FILL IN LIFTS IN ACCORDANCE WITH VALUES RECOMMENDED PER GEOTECH REPORT TO MEET MINIMUM BEARING CAPACITY. (GEOTECH REPORT DATED JULY 6TH 2020, CONDUCTED BY ALT & WITZIG ENGINEERING, INC, PROJECT#: 20EV0035). 2 ALL EXCAVATIONS SHALL BE MADE TO SUITABLE MEDIUM STIFF SILTY CLAY SOIL LAYER APPROXIMATELY 10-15 FEET BELOW GROUND SURFACE PER GEOTECH REPORT. 3. ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 30 INCHES BELOW FINAL GRADE FOR FROST PROTECTION PER GEOTECH REPORT. 4 SLABS-ON-GRADE SHALL BE PLACED ON MIN. 6" COMPACTED BASE AS RECOMMENDED PER GEOTECH REPORT. 5. ALL WALLS SHALL HAVE 18 INCHES OR MORE OF A WELL GRADED GRANULAR FILL PLACED BETWEEN NATURAL SOILS AND THE WALLS WITH A COHESIVE CLAY CAP PER GEOTECH REPORT. 6, ALL REINF. WALLS & TOP SLABS NOT CAST AGAINST SOIL SHALL HAVE 2" CLEAR OF CONCRETE COVER 7. ALL SLABS CAST AGAINST SOIL SHALL HAVE MIN. 3'" CLEAR OF CONCRETE COVER ON BOTTOM AND 2" ON TOP 8. SEE SHEET S114 FOR TYPICAL CONCRETE AND MASONRY REINFORCING AND INSTALLATION DETAILS. 9. THE CONTRACTOR SHALL COORDINATE THE LOCATION ANO SIZES OF EQUIPMENT, PIPING ANO APPURTENANCES WITH EQUIPMENT SUPPLIER SHOP DRAWINGS. ANY MODIFICATION THAT MAY BE REQUIRED AS A RESULT OF FINAL CONDITIONS TO BE SUBMITTED TO ENGINEER FOR APPROVAL 10. IT IS THE CONTRACTORS RESPONSIBILITY TO SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT, PIPING, CONDUITS, SUPPORT STANDS, BRACKETS OR HANGERS OR ANY OTHER MISCELLANEOUS APPURTENANCES TO MAKE SAID EQUIPMENT SECURE AND FULLY OPERATIONAL. A S2.02 2'-6" x 1'-0" CONC. FTR w/2 No. 5 BARS CONT. 13'-0" -1-8' o" S2 02 18" T POURED CONC. SLAB w/No. 6 BARS @ 10" o.c.e.w.t.&b. U.N.O. 46'-2" u S2.10 , DIMENSION ARE TO INSIDE � DIUS OF STEEL REINF. �;(���� / / / I / / ' )c T/SLAB "" / ELEV. 423.25' / / / - - FOUNDATION PLAN SCALE, 3/16"-1'-0" 47'-4" I I I I I \ \ \ T/FTR ELEV. 426.0' \ \ T/SLAB ELEV. 423.25' \ I I I I I 2'-6" --l-- I 12" 3'-o" 3'-o" 12" - - 2'-6" ' '° I N 0 N I '° '° ' I n I N '° 12" POURED CONC. WALL w/No. 5 BARS @ 1O" o.c.e.w.e.f. 0 FOUNDATION PLAN 1 >--------SCALE, 3/8" 1'-0" 10" 3" 3" 10" DRY SIDE 1/-11<>-1� D - - LAP SPLICE 2" I I I S2.05 - - - ULB PVC WATERSTOP I RIBBED CENTER B (SEE SPECS), W HEAT WELDE ATERSTOP SHALL BE D @ ALL SPLICES TO HORZ. (ALTERNATE PROVIDE CONTINUITY " BARS SHALL STOP 2 ON EA. SIDE OF CTJ "STOP ON EA SIDE) � - - - - - �· \ WET SIDE PROVIDE BOND BREAKER @ CTJ (SEE SPECS) l"xr FLEXIBLE JOINT SEALANT (SEE SPECS) TYPICAL CONTROL JOINT - - , . 2 SCALE, 1" = 1 '-0" 10" 3" 3" 10" DRY SIDE - - . - - - WET SIDE RIBBED CENTER BULB PVC WATERSTOP (SEE SPECS), WATERSTOP SHALL BE HEAT WELDED ©, ALL SPLICES TO PROVIDE CONTINUITY ,.) ' " LAP SPLICE " l xi FLEXIBLE JOINT SEALANT (SEE SPECS) - - TYPICAL CONSTRUCTION JOINT ' 3 SCALE, 1" � 1'-0" 28" SQ.x1l"x ,l;" ALUM BAR GRATING ' N I u a N 2"x2"x ,l;" S.S. ANGLE w/(2) 1"x6"x ,l;" A CHORS MIN. PER ANGLE 2'-0" 2.:.:.. 2" -1 t-tt"---'+'- l- ----,+H T SLAB ELEV. 423.25' 6" 0.1. DRAIN LINE INV 420.67' �L.-,- - ,- - --�---',_,, TO MH101 , t 4 TANK DRAIN SUMP PIT DETAIL SCALE, 3/4" - 1'-0" OXIDATION DITCH - FOUNDATION PLAN • REVISIONS 08-27-21 :: . : : . :: BID SET � 2021 �lidwe,krn EnginL�r,. lnc. S02 \ V c,i Broatl·,,·.ty Stn·ct P.O. Box 295 Loug.001�"- lndiana 47553 DATE FEB. 2021 DESIGN T.M.K. DRAWN S.L.H. Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S2.01 41 OF 114 , I Fll£ NUMBER I 42031 Do Not Use Plan Previews for Take Off