Midwestern Engineers, Inc. Plan Preview

NOMINAL 1" BUlYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MANHOLE/ CATCH BASIN/ STRUCTURE SCHEDULE MATERIAL ( l YP ) _ l _ _ --. - . --� . -. -. -. -. -. - . -- v-- R ISER RING THICKNESS 2" - ,. ---'----�-------' " i 12" OUTSIDE DIAMETER 34" OR STRUCTURENAME DESCRIPTION TOP OF CASTING INFLUENT PIPE SIZE INFLUENT INVERT . � j' .f-r PRECAST CONCRETE . ! / ADJUSTING RING OR ;, FLANGE OF CASTING GASKET DETAIL .. • • . .. .. PLACE 1" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL BETWEEN ADJUSTING RING AND CONE, AND BETWEEN ADJUSTING RING AND FRAME. NOTE: ADJUSTING RING FOR CB7 TO BE 26" I.D. AND 36" D.D. ADJUSTING RING DETAIL NOT TO SCALE lYPE "B" LID DESIGN '"' / >, � ?il 'ic CONCEALED '-/_ II. PICK HOLE t= ff . ¥- , \le �tl�/1 2" LETTERS RECESSED FLUSH WITH SURFACE NEENAH FOUNDRY R-178D-A FRAME AND COVER WITH "SELF-SEALING" APPLICATION OR APPROVED EQUAL "SELF-SEALING" � APPLICATION 24 ,, -;:- j -- -;2 ':: " :;: I ::::::rc;l -; -;�;;;;;'l l rMACHINED BEARING SURFACE r n= \L ! 1_ 1 d ,_j6"f-- 22" 34" OR 36" (DEPENDENT UPON O.D. OF RING SECTION IN USE) MANHOLE FRAME AND COVER DETAIL A 6'-0" TOP VIEW �----c _____ i.,· , . "1== i:, -----1-' �-.. PRECAST MANHOLE SECTION- •'e= � _____ J ··- .. NOT TO SCALE A ' 0 I "' ECCENTRIC CONE, CONCENTRIC CONE, OR PRECAST COVER EAST JORDAN IRON WORK. V-5600 REVERSIBLE FRAMES & GRATES, (OR EQUAL) FRAME SERIES V-5626-1, GRATE SERIES V-5626-80 ADA COMPLIANT 2'-8" ==== ==== ==== ==== ==== ==== ==== ==== ==== SECTION SECTION ro I N ' n 6 " 1-- I . :i:· • ... .• . .. . . ' ·- '. OUTLET ._, PIPE "I----" . � -+-_ �--- '-,--. -· . --, -. -_ .-. -. -- �--� •••• <.D •• •• • '·· .::_ ·- \ -• I .. •. :'· · . .. . ; ;,' PLAN 6 " , 1 ---2' -o" ---, 1 6 " 1- .•· ... ., •. .. · .. STORM INLET GRATE DETAIL .. . STRAIGHT THROUGH MANHOLE FLOW LINE SLOPE SHALL MATCH PIPE GRADE INTO AND OUT OF MANHOLE PLAN SHEET INVERT re NOT TO SCALE I � FLOW LINE SLOPE TO MATCH INLET AND OUTLINE PLAN SHEET INVERTS ON BENDS AND DROPS , STAINLESS STEEL CLAMP RUBBER BOOT WITH EXPANDING BAND FOR WATERTIGHT CONNECTION (l YPICAL) MANHOLE CONFORMS TO ASTM C-478, JOINT CONFORMS TO ASTM C443 TYPICAL MANHOLE DETAIL FINISH GRADE (SLOPE TO PREVENT STORM DRAINAGE FROM NOT TO SCALE MANHOLE FRAME AND LJD (SET FLUSH WITH FINISHED SURFACE UNLESS NOTED OTHERWISE) SECTION INLET TYPE A NOT TO SCALE NEW MH302A (BY DIV I) NEW MH301B (NOT IN THIS CONTRACT) NEW MH301A (NOT IN THIS CONTRACT) NEW MH300A (NOT IN THIS CONTRACT) EX MH302 EX MH301 EX MH300 PLANT/EQ PUMP STATION (DIV. I) *NEW MH101 *NEW MH102 (CHEMICAL FEED MANHOLE) *NEW CB101 EXISTING PLANT CONTROL BUILDING EX MH 4 SLUDGE BED DRAIN PIT EX MH 3 COLLECTION MANHOLE EX MH 2 (SEAL WATER & CHLORINE SOLUTION MANHOLE) EXISTING EFFLUENT CHAMBER EX MH E01 (EFFLUENT OUTFALL) ENTERING MANHOLE)"' nil]\'il,,1;=;;;;;�;;;;:=i'fnl-Iln �!llc!ll -\111 I� I PRECAST CONG ECCENTRIC CONE � 0 11 i:: 11 , . 11- ' : ' I GRADE MAXIMUM 12'' LEVELING RINGS NOTE: NON-PAVED RESTORATION : ,\ NON-PAVEG--r--PAVED EXISTING GROUND \ i , ' • , /y/\'<. NEW 96" SQ. NEW 48" DIA. NEW 48" DIA. NEW 48" DIA EXISTING 48" DIA TO BE ABANDONED EXISTING 48" DIA. TO BE ABANDONED EXISTING 48" DIA TO BE ABANDONED WET WELL NEW 48" DIA. NEW 48" DIA. NEW 24" SQ. EXISTING WET WELLS EXISTING 48" DIA. EXISTING 48" DIA EXISTING 48" DIA. TO BE ABANDONED EXISTING 24" SQ CONC BOX EXISTING 48" DIA. / ROADWAY I / SAW CUT 431.20' 433.00' 430.50' 438.40' 429.93' 437.68' 439.0' 427.75' 427.40' 437.50' 440.27' 428.70' 432..33' 431.91 432.70' 429.13' EXISTING 24" SE CONNECT NEW 12" PVC SDR-26 NW TO CAPPED 12" BY DIV I NEW 12" PVC SDR-26 NW NEW 6" PVC N NEW 6" PVC NE NEW 12" PVC SDR-26 NW NEW 10" D.I. F/M NEW 12" PVC SDR-26 NW EXISTING 24" SE (ABANDONED BY DIV I) NEW 12" D.I. F/M (BY DIV. 1) TO BE ABANDONED EXISTING 24" SE TO BE ABANDONED EXISTING 24" SE TO BE ABANDONED NEW 8" PVC NEW 6" PVC S NEW 6" PVC SW NEW 24" D.I. W EXISTING 24" NE PLANT INFLUENT SEWER TO BE ABANDONED EXISTING 6" F/M SW EXISTING 6" PVC NW EXISTING 8" 0.1. SW WASTE SLUDGE TO BE ABANDONED EX 6" D.I. SW SCUM LINE EX 6" D.I. N DRAIN LINE TO BE ABANDONED EX 6" D.I. E DRAIN LINE TO BE ABANDONED NEW 6" D.I. E SCUM LINE SEAL WATER AND CHLORINE CONNECTIONS EX 24" D.I. NE STORM DRAIN EX 12" D.I. NW STORM DRAIN EXISTING 14" D.I. SE PLANT EFFLUENT OUTFALL TO BE ABANDONED EXISTING 24" D.I N STORM/PLANT EFFLUENT OUTFALL RESTORATION W/ MIN. 2" VERTICAL WALLS AT TOP - • •J-...._5" MIN. (D FOR ALL MANHOLES 6'-0" OR LESS IN DEPTH - PROVIDE RISER WITH Fl.AT TOP IN LIEU OF ECCENTRIC CONE IN ACCORDANCE WITH ASTM C-478 ��,,:����� /,y ,fas " "-" f� BASE COURSE EXTERIOR JOINT COLOR (TYPICAL EACH JOINT) -..____ . , "--...u· CAST IN PLACE CONNECTION PIECE (CONNECTION SHALL BE WATERTIGKT) . IC\ . ,_____ PRECAST CONC. RISER . : PER ASTM C-478 (bl DROP MANHOLES SHALL BE USED WHENEVER THE DISTANCE FROM THE INFLUENT PIPE INVERT TO THE MANHOLE INVERT EXCEEDS 2 '-0" � 1? ,fi'-/ j BACKFILL WITH----"'--', / �1"7' ,�j ,, • ', "" BORROW TYPE- "c" UP 1/) _, , TD 4" BELOW GRADE / · , � TYPE & f\>-'. THICKNESS PER ,x INDOT L"'-� REQUIREMENT !�BACKFILL WITH BORROW • _I,,,.,- GASKETED JOIN'T (TYP.) ASTM C-443 REMOVE MANHOLE __/ � , = FRAME, COVER & 4'-o" EXISTING 1O" SEWER LINE \ NEW SEWER UNE \ CONE SECTION (TYP) • TYPE-"C", COMPACTED TO 95% OF THE MAXIMUM DRY WEIGHT ACCORDING TO CAST IRON MANHOLE � l;,'.t PIPE THICKNESS- l' --~ +½D + 2" 1 '-J." S--+-- 1 -�I MORTAR 3" MIN. CLASS A CONCRETE_/ J "' \_ LIFT HOOK #4 E 6" C. TO C BOTH WAYS '-.,___6" B BORROW SECTION A-A (FOR PRECAST BOTTOM ONLY) ' n / NEW SEWER LINE [ EXISTING SEWER LINE I 111 I a ELASTROMERIC COUPLING PRECAST MANHOLE INSTALLED OVER EXISTING SEWER DETAIL NOT TO SCALE OR 2' MINIMUM FILL WITH SAND OR FLOWABLE MATERIAL AND COMPACT (SEE NOTE) GROUT FILL ENTIRE __,/ LENGTH OF PIPE WITH FLOWABLE FILL (SEE NOTE) = . . . . , . I 1 • ,. , I , , = • = • .,. ,, ' ABANDONED MANHOLE & PIPE DETAIL NOT TO SCALE ASTM D1557 GROUT PLUG NOTE, -FILL ENTIRE LENGTH OF PIPE WITH FLOWABLE FILL (SEE NOTE) �PLUG PIPE ENDS (TYP) FLOWABLE FILL SHALL BE AS DEFINED BY THE AMERICAN CONCRETE INSTITUTE (ACI) AS A SELF-COMPACTING CEMENTITIOUS MATERIAL THAT IS IN A FLOWABLE STATE AT PLACEMENT AND HAS A COMPRESSIVE STRENGTH OF 8.3 MPa (1,200 lb/;n 2 ) OR MORE AT 28 DAYS 420.90' 421.67' 422.20' 427.50' 427.50' 423.17' 431.00' 430.00' 420.88' 426 50' 420.78' 420.41' 418.70' 420.60' 420.65' 418.0' 419.41' 424..30' 424.10' 42.3.22' 422.39' 428.13' 421.74' 421.60' 420.41' 419.22 424.92' 417.55' FROM EX MH303 NEW MH301B NEW MH301A LAB/CHEMICAL FEED BUILDING SANITARY LAB/CHEMICAL FEED BUILDING MUD VALVE NEW MH300A EXISTING PLANT WET WELL / RAW SEWAGE PUMPS CONNECT TO WA TER TREATMENT PLANT CAPPED 12" SANITARY SEWER EX MH 303 NEW PLANT INFLUENT FROM PLANT/EQ PUMP STATION EX MH302 EX MH301 NEW MH102 OXIDATION DI TCH DRAIN SUMP PIT OXIDATION DITCH FLOOR DRAINS OXIDATION DITCH EFFLUENT PIPE EX MH300 SLUDGE TRANSFER PUMP CONTROL BLDG SLUDGE BED DRAIN LINES EXISTING FINAL CLARIFIER SLUDGE DRAW-OFF PIT EXISTING FINAL CLARIFIER SCUM BOX EXISTING PRIMARY SETTLING TANK DRAIN TO BE ABANDONED EXISTING CHLORINE CONTACT TANK DRAIN TO BE ABANDONED NEW CLARIFIERS SCUM LINE EXISTING FINAL CLARIFIER EFFLUENT CB 1 CB 2 EXISTING U.V. DISINFECTION TANK TO BE ABANDONED EXISTING EFFLUENT CHAMBER EFFLUENT PIPE SIZE EXISTING 24" NW (ABANDONED BY DIV. 1) NEW 24" PVC C-905. NE (BY DIV I ) NEW 12" PVC SDR-26 SE NEW 12" PVC SDR-26 SE NEW 12" PVC SDR-26 SE EXISTING 24" NW TO BE ABANDONED EXISTING 24'' NW TO BE ABANDONED EX. 6" S, OVERFLOW PIPE AND EFFLUENT FLOW METER TO BE ABANDONED EXISTING 24" SW TO BE ABANDONED NEW 8" PVC NE NEW 24" 0.1. PIPE NEW 12" PVC EXISTING 6" PVC EXISTING 8" D.I N EXISTING 14" 0.1. PIPE PASSES THRU MANHOLE 2" SEAL WATER CONNECTION TO REMAIN IN SERVICE (RELOCATE IF NEEDED) CHLORINE SOLUTION INJECTION POINT TO BE ABANDONED EXISTING 24" D.I SW STORM/PLANT OUTFALL EXISTING 15" D.I. E STORM/PLANT EFFLUENT OUTFALL EXISTING 24" D.I. S OVERLFOW EFFLUENT OUTFALL SCHEDULE LEGEND * DENOTES NEW STRUCTURE TO BE INSTALLED = MANHOLE STRUCTURE / SYSTEM NUMBER EFFLUENT INVERT 420.90' 420.83 422.10' 423.07' 429.64' 420.88' 420.78' 420.41' 420.40' 418.00' 433.50' 424.10' 421.48' 421.49' 418.60' 417.77' 424..33' MH 0000 CB 0000 = CATCH BASIN STRUCTURE / SYSTEM NUMBER '----- I - WORK TO BE COMPLETED NOTES: TO EX MH 302 HEADWORKS NEW MH302A NEW MH3018 NEW MH301A EX MH301 EX MH300 TO DITCH EXISTING PLANT INFLUENT WE T WELL PLANT/EQ PUMP STAllON WET WELL NEW & EXISTING CLARIFIERS FLOW SPLITTER BOX TO DAYLIGHT 433.0' EXISTING PLANT INFLUENT WE T WELL EXISTING PLANT INFLUENT WET WELL (TO BE MODIFIED) EXISTING CHLORINE CONTACT TANK TO BE ABANDONED EX MH E0 1 (EFFLUENT OUTFALL) EX MH E02 (EFFLUENT OUTFALL TO WHITE RIVER) TO PRIDE'S CREEK (INV 413.95') 1. LINES TO BE ABANDONED - SEAL WITH GROUT PLUGS AND FILL WITH FLOWABLE FILL SEE DETAIL THIS SHEET 2. MANHOLES TO BE ABANDONED - REMOVE TOP SECTION OF MANHOLE, INSTALL GROUT PLUG IN EXISTING LINES, BACKFILL MANHOLE WITH SAND, FILL VOID w/ COMPACTED FILL MATERIAL w/ TOP 12" TO BE TOP SOIL, SEED AND STRAW. RETURN CASTING, FRAME AND LID TO OWNER. SEE DETAIL THIS SHEET. .3. MANHOLES/CATCH BASINS TO RAISE RIM - CONTRACTOR TO FIELD VERIFY EXISTING STRUCTURE SIZE AND ELEVATION TO DETERMINE SIZE OF ADJUSTING RINGS NEEDED. 4. MANHOLES/CATCH BASINS TO LOWER RIM - CONTRACTOR TO REMOVE EXISTING ADJUSTING RINGS AS REQUIRED AND FIELD VERIFY EXISTING STRUCTURE SIZE AND ELEVATION TO DETERMINE SIZE OF ADJUSTING RINGS NEEDED. 5. NEW MANHOLES - SEE DETAILS THIS SHEET 6. MANHOLES TO BE RENOVATED - SEE DETAILS THIS SHEET PIPING INSTALLATION: MINIMUM SLOPES FOR GRAVITY LINES SHALL BE AS FOLLOWS: (NOMINAL SEWER SIZE/ MINIMUM SLOPE INFEETPER 100') 4" = 1.33' 10" = 0.28' 16" = 0.14' 6" = 0.61' 12" = 0.22' 18" = 0.12' 8" = 0.40' 14" = 0.17' 24" = 0.08' MINIMUM PIPE DEPTHS SHALL BE 42" BELOW FINISHED GRADE. TYPE C MANHOLE NOT TO SCALE TYPICAL DETAILS AND MANHOLE/ CATCH BASIN/ STRUCTURE SCHEDULE I • )-,,I REVISIONS 6-21-23 <:> 2021 i\!id"·e,t�rn Enginec". lrK". .'!02 Wt,! Broadway St,;_•et P 0. I.lo., 195 LoogO<>l(:t:. lndiJna 47'i53 DATE FEB. 2021 DESIGN C.W.R. DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015075-01 C110 19 OF 114 FILE NUMBER 42053 I Do Not Use Plan Previews for Take Off