Midwestern Engineers, Inc. Plan Preview

0 < 0 " 0 < < 0 0 u 0 " �' w u " 0 0 < � " 0 0 I u � I 0 I' � 0 " " 0 - . � � \'j �� ,: ou Q "" .;,: I �� Q "- oe ,. - � �� 00 >w •a ow • -" "" - 0 "' �u ,, ,- "a' " < >Y c: N 0 .. cc '5 'li:i <c r FRAM E AND COVER (NEENAH 1772 OR APPROVED EQUAL) VARIES 4" - 12" FINISHED GRADE E CC E NTRIC CON E OR - - r-;t -- - : b� --- -/ PR E CAST FLAT TOP COVER (MANHOL E S <5' I N DEPTH ::J z SHALL HAV E PRECAST FLAT � � TOP COV E R) � fn <{ ' >N --u':JJ FULU D E PTH GRANULAR BACKFILL �-r CbMPACTED TO 95% MODIF I ED PROCTOR B E LOW DRIV E S AND OTHER 5" M I N. HARD s6RFAES (COMPACTED, CL E AN MANHOL E DIA. 'F' l BACKFILL OTH E RWIS E ) ASPH I LT BACKPLASTER MATERIAL. 1/4'/±1/16"MIN. THICKN E SS FROM ADJUSTING RINGS TO BOTIOM OF ) MANHOL E BAS E (ASPHALT BACKPLAST E R MAY B E APPLIED BY STRUCTUR E MANUFACTURER) 1 tJO I NTS TO BE SEALED IN TH E FI E LD AFTER INSTALLATION) CONCR E T E FLOW CHANN E L CONFORMING TO THE SHAPE OF j TH E CONN E CTING S E W E RS. CHAN E L WALLS SHALL BE SHAPED TO TH E FULL HEIGHT OF THE CROWN OF THE OUTL E T S E W E R S E E M H. NOT E S COMPACT E O,UN E XCAVAT E D SUBGRAOE 6" : · (S EE STRUCTUR E DATA TABLE) .... - ' . • , ' •,, 1/2" P E R FT. MIN. SLOP E (TYP.) ' BITUMINOUS PAV E M E NT IF APPLICABLE CONCR E TE COLLAR IF IN DRIVE OR ROADWAY - . . . . " . '. � ,r� � -',;���� -PRECASTCONCRETE ' • ' ADJUSTMENT RINGS 2" MIN. - 12"MAX. S EE ADJUSTING RING D E TAIL MANHOL E STEPS@12"O.C. MAX. 0-RING GASK E T B E TW EE N ALL RlSER & CON E S E CTIONS,PLUS 1/2"EXTRUDABLE GASKET (KENT S E AL OR EQUAL) JOINT SEAL WRAP OR FIELD APPLI E D ASPHALT MAST!C MATERIAL (TYP.) S E W E R DIA. 'G' (S EE SRUCTURE DATA TABL E ) 1-----+----PR E CAST MANHOL E BAS E S E CTION FLOW LIN E 1/2 OF TH E INCOMING S E W E R SIZ E #8 STON E BEDDING (6"MIN.) TYPICAL PRECAST SANITARY MANHOLE DETAIL NO SCAL E NOTE: DIA. 'F' AND 'G' REFER TO MANHOL E TABL E , THIS SH EE T. FRAME AND COV E R (NE E NAH 1772 OR APPROV E D E QUAL) VARIES 4"- 12" FINISH E D GRAD E E CCENTRIC CON E OR PR E CAST FLAT iloP COVER (MANHOL E S <5' JN - 1 - � ;- -- -f_ ; _ _ _../ D E PT SHALL HAV E PRECAST FLAT ::J z TOP COV E R) � � �b <{ -' >N ST r 'NL E SS ST EE L BOOT CLAMP AS ��{!-�1�����.��� E K��;;�� I �� 24" '. 5" MIN. MANHOLE DIA. 'F' PVC T EE WITH PLUG ' > . . BITUMINOUS PAV E M E NT IF APPLICABL E CONCR E TE COLLAR IF IN DRIV E OR ROADWAY '· :.. , ,; �- • :·--.�----_-;--:.' y• \- --- - PR E CAST CONCRETE ADJUSTMENT RINGS 2"MIN. - 12"MAX. S EE ADJUSTING RING D E TAIL MANHOL E ST E PS@12" O.C. MAX. 0-RING GASK E T B E TVVE E N ALL RISER & CON E S E CTIONS,PLUS 1/2" E XTRUDABL E GASK E T (K E NT S E AL OR E QUAL) ADJt.fSTING RINGS TO BOTIOM OF l MANHOL E BAS E (ASPHALT BACKtLASTER MAY BE APPLI E D BY SlifRUCTUR E MANUFACTURER) ( DINTS TO BE S E AL E D IN TH E FI E LD AFTER INSTALLATION) l=t4F-- - - - - -+�r-:::::_J____ JOJNT SEAL WRAP OR FI E LD APPLI E D ASPHALT MASTIC MATERIAL (TYP.) DROP PIP E , SIZ E VARIES ---j- - - -:c--t-,--J--J R E F E TO PLAN & PROFIL E SH EE TS 3"MIN. 24" MAX. CONCR E TE FLOW C:H: A� N:N: E�L =1-1-t-__\.Jqti�==t::;,,'J. _j CO N IFORM I NG TO THE SHAP E OF TH E CONNECTING S E W E RS. CHAN EL WALLS SHALL B E SHAP E D 0 THE FULL H E IGHT OF TH E CR· WN OF TH E OUTL E T SEWER S EE M.H. NOT E S COMPACTED,UN E XCAVAT E D SUBGRADE ', I , ' • . .. . .,. • ' .. 1/2"P E R FT. MIN. SLOP E (TYP.) . ' ·.�. ' f-- - -+-- - -PR E CAST MANHOL E BAS E SECT10N SEWER DIA. 'G' (SEE STRUCTUR E DATA TABL E ) FLOW LIN E 1/2 OF TH E INCOMING SEW E R SIZ E #8 STON E B E DDING (6"MIN.) TYPICAL INSIDE DROP MANHOLE DETAIL NO SCAL E MANHOLE CASTING FRAM E & COV E R NON-SHRINK GROUT OR ADJUSTING RING WITHOUT K E YWAY GROOVE (TOP RING ONLY) I 1/2"MIN. _r= 1 · · DOUBL E ROW OF l" E XTRUDABLE GASK E T (K E NT S E AL OR E QUAL) B E TW EE N ALL RIS E R RINGS,CONE AND RISER RING, AND RISER RING ANO CASTING. CONFORMS TO ASTM C-990, AASHTO M-198, SS-S-00210(210-A) (TYP.) TOP MANHOL E SECTION W I TH K E YWAY ADJUSTING RING DETAIL NO SCAL E FRAM E ANO COV E R (NEENAH 1772 OR APPROVED EQUAL) BITUMINOUS PAVEMENT IF APPLICABLE CONCRETE COLLAR IF IN DRIVE OR ROADWAY ECCENTRIC CONE OR PRECAST FLAT TOP COVER (MANHOLES <5' IN DEPTH SHALL HAVE PRECAST FLAT TOP COVER) E XISTING SANITARY SEW E R TO B E PROT E CTED AND SUPPORT E D DURING E XCAVATION BR E AK OUT TOP HALF OF E XIST. PIP E AFT E R MANHOL E IS CONSTRUCT E D OR FORM N E AT CHANN E L AS SP E CIFI E D FINISHED GRADE VARIES l 4"- 12" · , - -- -------- w �z co - <{ " �· <{ "' >N ' ' 5" MIN. ' •• _J---- PRECAST CONCRETE ADJUSTMENT RINGS 2"MIN - 12"MAX. SEE ,. • . . ADJUSTING RING DETAIL 0-RING GASK E T BETWE E N ALL RIS E R & CONE SECTIONS, PLUS 112" E XTRUDABL E GASK E T (K E NT S E AL OR E QUAL) ' -t------ t"'J-----------:==:P4�-- JOINT S E AL WRAP OR FI E LD APPLIED VARIES (S EE STRUCTUR E DATA TABL E } • MANHOL E ST E PS @12"O.C. MAX. �-+- ' ·er1- - - - -.- - - - -+'7· ' z " . .. . . ASPHALT MAST I C MATERIAL (TYP.) 3.000 PSI CONCRETE GROUTED FLOW CHANNELS (FI E LD INSTALL E D) 1/4"P E R FOOT MINIMUM SLOP E CONCR E T E FLOW CHANNEL CONFORMING TO TH E SHAP E OF TH E CONN E CTING S E W E RS. CHANNEL WALLS SHALL B E SHAPED TO TH E FULL H E IGHT OF THE CROWN OF TH E OUTL E T SEW E R BOTIOM OF PR E CAST RIS E R TO B E S E AL E D W/ DOUBLE-ROW OF 1/2" EXTRUDABL E RUBB E R (K E NT SEAL OR APPROV E D E QUAL), Rx WAT E RSTOP, WAT E R TIGHT GROUT {NON-SHRINK GROUT) SHALL B E UTILIZ E D IN TH E FORMATION OF TH E FLOW CHANN E L. #8 STON E B E DDING (6'' MIN.) TYPICAL DOGHOUSE MANHOLE DETAIL NO SCALE NOT E S: 1. DOGHOUSE OP E NING MAY ONLY B E USED WHEN PLACING A N E W MANHOL E OV E R AN EXISTING LIN E ; OTH E RWIS E . TH E OP NING MUST BE CAST. SIZ E , LOCATION AND ANGL E OF ENTRY SHOULD B E AS R E QUIR E D BY PLANS. 2. OP E NINGS IN PR E CAST UNITS ARE TO BE 4'' MINIMUM TO 8"MAXIMUM LARG E R THAN TH E OUTSIDE DIAM E T E R OF TH E PROPOSED PIP E . 1/2"V E NT HOLE . ' COR E DRILL E XISTING STRUCTUR E FORC E MAIN - TRANSITION TO 0.1. MIN. 10' OUTSID E OF STRUCTUR E WH E RE INSID E DROP CONN E CTION IS US E D. D. I .M.J. R E STRAINED -- - -- -111 JOINT T EE WI PLUG 0.1.M.J. x PLAIN E ND R E STRAINED JOINT 45 ° ELBOW. DtR E CT TOWARD OUTL E T AND FORM FLOW CHANN E L FOR PROPER HYDRAULICS •• • ' TYPICAL FORCE MAIN MANHOLE CONNECTION NO SCALE SANITARY S E WER B E NCH SLOP E : 112"P E R FOOT STANDARD MANHOLE BENCHES NO SCAL E GROUT WAT E RTIGHT (NON-SHRINK GROUT & R E S I LI E NT CONN E CTOR) STAINL E SS STE E L WALL ANCHORS @24"O.C. MANHOLE TABLE MANHOL E S E WER SEW E R P!P E TURNS DIA 'F' DIA 'G' 48" s 18" GR E AT E R THAN 45 ° , UP TO 90 ° 48" ,.,; 24" STRAIGHT THROUGH & UP TO 45 ° 60" 21"- 33" GREATER THAN 45 ° , UP TO 90 ° 60" 27" - 36" STRAIGHT THROUGH & UP TO 45 ° 72" 36" GREAT E R THAN 45 ° , UP TO 90 ° 72" 42"- 48" STRAIGHT THROUGH & UP TO 45 ° 84" 42" GR E AT E R THAN 45'', UP TO 90 ° 96" 48" GREAT E R THAN 45 ° ,UP TO 90 ° 96" 54" STRAIGHT THROUGH & UP TO 45 ° 102" 72" STRAIGHT THROUGH & UP TO 45 ° NOT E : UNL E SS SP E CIFICALLY NOT E D ON TH E PLANS, MANHOLE MANUFACTUR E R TO PROPERLY S I ZE AND D E SIGN STRUCTUR E S TO MAINTAIN MANHOL E STRUCTURAL INTEGRITY AND COORDINAT E WITH TH E PLAN AND PROFILE SH EE TS CONTRACTOR SHALL B E RESPONSIBL E FOR PROPER MANHOL E SIZING. COST TO R E SIZE MANHOL E S SHALL B E AT NO ADDITIONAL COST TO THE OWNER. ALL MANHOLE SIZ E S SHALL BE APPROV E D BY ENGINEER. MANHOL E NOT E S· 1. MANHOLE ST E PS SHALL BE POLYPROPYLEN E , POLYPROPYL E N E COAT E D ST E EL R E INFORCING OR APPROV E D NON-CORROSIV E FIB E RGLASS MAT E RIAL. COPOLYM E R POLYPROPYL E N E SHALL MEET ASTM 0-4101 R E INFORC E D WITH D E FORM E D 3/8"STEEL M EE TING ASTM A-615, GRADE 60. 2. MANHOL E CONFORMS TO ASTM C-478. 3. JOINT CONFORMS TO ASTM C-443. 4. R E S I LI E NT CONN E CTORS B E TWEEN REINFORCED CONCR E T E MANHOL E STRUCTURE AND PIPES,CONFORMS TO ASTM C-923. 5 MINIMUM SLOP E IN FLOWLINES OF MANHOL E S SHALL B E 1/2"P E R FOOT. 6. FLAT TOP MANHOLES SHALL BE USED WH E R E THE DISTANCE FROM THE INV E RT TO TH E RIM IS L E SS THAN 6.0 F EE T. 7. CONTRACTOR TO FI E LD ADJUST MANHOL E & STRUCTURE TOP OF CASTINGS (RIM) AS N E C E SSARY FOR PROP E R INSTALLATION AS DIR E CT E D BY TH E ENGINE E R AT NO ADDITIONAL COST TO THE OWNER. 8. CONCR E T E ADJUSTING RINGS AND THE TOP S E CTION OF TH E PR E CAST MANHOLE S E CTION SHALL B E PROVID D AND INSTALL E D WITH K E YWAYS FOR HORIZONTAL STABILITY. 9. MANHOL E BAS E S SHALL B E 6"MINIMUM THICKN E SS FOR MANHOLES UP TO 48" IN DIAMET E R AND 8"THICK FOR MANHOL E S UP TO 102"IN DIAMET E R. 108"AND 120"DIAMETER MANHOLES SHALL HAV E A 12" MINIMUM THICKN E SS 10. FRAMES AND COV E RS VARY. S EE STRUCTUR E DATA TABL E . COV E RS SHALL B E STAMP E D ''SANITARY S E W E R"W/ RAIS E D L E TI E RS, BE S E LF-SEALING AND INCLUDE CONC E AL E D PICKHOL E S. NOT E S: STONE OR ASPHALT SURFAC E AS E XISTING (4" TOP SOIL IF IN LAWN AR E A) 8"x5'x5' CONCR E T E COLLAR 1"MIN. 1. CONCRET E COLLARS TO BE INSTALLED IF CASTING I S WITHIN 5' OF STR EE T OR DRIV E EDG E . 2 IF CONCR E T E ROAD OR DRIVE, COLLAR CAN B E POURED MONOLITHICALL w/ R E MAIND E R OF SLAB WITHOUT LIP AND WITH CONTROL JOINTS IN 5' SQUARE AROUND CASTING. 3. SLAB TO BE THICK E NED TO 8"AROUND MANHOLE WHEN B E LOW CONCR E T E DRIVES. FULL DEPTH COMPACT E D GRANULAR BACKFILL AS D E TAIL E D ON THIS SHEET MANHOLE CASTING IN OR ADJACENT TO DRIVE OR STREET DETAIL NO SCALE • - ·- ,::: REVISIONS o,\\\\\\\\\\lllll!//flf/1111, Pt�'�}VH{ If� ff �'.. -·''c;\5 H"J?�··./_,(? '%. � � ·· q_.. t;_, () •. <: % ""' .· N · .. .-,:," �*! o. '*\\ t;;s\ 11100304 Je� °§,(2\ STATE OF /�ffg" ""?";·. .-�� �<'.J'··,.!tvor At-ll>:/r--....:: if % Jf'.o· ··N ..A ..L ..... \��# � I. °'� '$. �� 9/18/24 BID SET C 2024 Mi<1w".,1<ern Engineer.;. lr1c. 802 West Broadway Street P.O. IJox 295 Loogooll'<-'. lnc\iana 47553 DATE JULY 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2023083-00 1 6 16 or 26 I FlLE NUMBER I 44311 TYPICAL DETAILS Do Not Use Plan Previews for Take Off