Midwestern Engineers, Inc. Plan Preview

fi f. 0 . ?i ,., ..¢ .' ,-. ;:,-; ( - .-: 'i ·­ ,) �I, .(. '< I TRACER WIRE foS REQ'D 12· ' I IAW. SPECS, COMPACTED EARTH OR INDOT No. 8 STONE IN PAVED AREAS CRUSHED STONE No. 8 SIZE APPLICABLE -l 8" MlN '---' 8" MIN j 10" MAX 10" MAX j- STONE BACKFILL FOR PVC SEWER NOT TO SCALE AS REQ'C I - I.A.W. SPECS. -I COMPACTED EARTH OR INDOT No. 8 STONE IN PAVED AREAS CONCRETE �---4-,-�- · - � _ , _ - _ · '-,j- s - ,z - E _ "" ... P - :...ICABLE -l 8 ° MIN f- 10" MAX 8" MIN� 10� MAX CONCRETE ENCASEMENT NOT TO SCALE SEPARATIONllE1WEfllWYE m11NGSTOBE 1 1 4' MIN. DI TOBB.I.SlTIJATJDNSAND CAN BEllDJI\CE1fiINl!fU.10 SPIGOTSITIJAllO!liS 5'-0"MIN. 8'-0"MAX. (WP.Al.I.I.All:RI\LSI-, MAY NEB>TOBE DEEPERFORI.ONG BlJIIDINGSORFIMSHEDGRADES SI.OPINGAWAYFROMS£WER 22.5"or45 ° TYPICAL SERVICE LATERAL CONNECTION DETAIL NOT TO SCALE �NO SPACERS PLACED AT EACH END OF CASING (1YPICAL) RUBBER END SEAL WITH STAINLESS STEEL BANDS, MODEL 1, WRAP AROUND AS MANUF. BY PUBLIC WORKS MARKETING, INC., PH. 1-800-517-0395 OR APPROVED EQUAL. 4� BRASS COUNTER SUNK PLUG ( - 12� SQ. x 6 9 D. CONCRETE PAD 6� SERVICE SEVIER GRADE 7 r CLEAN OUT DETAIL NOT TO SCALE RUBBER GASKET \ \RELIEF VALVE L NYLON HANDLE MANHOLE LID, FR AME ANO UD INFLOW PREVENTER MANHOLE LJD AND FR AME RUSH WITH SURROUNDING SURFACES SET AND SE AL MANHOLE FR AME .AND RUBBER E :::::r---- ADJUSTMENT RINGS Wlrn POLYURETHANE SE AL ANT AS RECOMMENDED BY THE ADJUSTMENT RING MFR L.,j��I-.--- SET PRECAST CONCRETE ADJUSTMENT RINGS IN A r � ► PREFORMED BUTYL JOINT SE AL ANT" PROVIDE ' .. •. .. ' "" -:"',t, ,. PRESS-SE AL G ASKET CORPORTATION, "EX-STIK" OR EQUAL. NOTE: \Nl-iERt'.. AMOUNT OF MANHOLE ADJUSTh�ENT 'S L'.::SS THAN 2� USE RUBBER AJUSTMENT RINGS. ADJUSTING RING AND Thi'FLO\V PREVENTER DETAIL WHERE AMOUNT OF RiSE IS 2" OR GRE A TER USE PRECAST CONCRETE ADJUSTMENT RINGS OR A COMBlNATION OF BOTH. NOT TO SCALE 12" M!N. EXISTING PAVEMENT SOURCE FOR RUBBER ADJUSThA.ENT RJNGS: G & H RUBBER SUPPLY COMP ANY 1-888-681-9906 WID� OF EXCAVATION AS NEEDED 12" MIN. -�� ✓ ,:� ��:�< ® EXISTING P AVGli1ENl A ==,�=--- >il------------------------P,' --�°;>}j}j:,;?f d/ ® © /<'::.:: MINIMUM BITUMINOUS P AVEMENT PATCHING SECTION SHALL BiE 660 if / SYD. 165 # / SYD. BIT. SllKFACt U 'i ON 495 # / SYD, BIT. BINDING MINIMUM CONCRETE PAVEMEf\.'T PATCHJNG 6" 4,000 PS! AIR ENTRAINED FlBER REINFORCED COMPACTED INDOT No. 53 STONE (8� FOR ASPHALT; e" !.QR CONC�Z-i::) Ne. B CRUS:..iED STONE B © � 1- � . ' » ·m>,,·::«­ �:< � ,;>; .. ,w '(/ ���� -- BOTTOM OF EXCAVA110N :«� / �;;;l% 1/ �����-"· '· UNDISTURBED MATERIAL PAVElVIENT PATCHING DETAIL NOT TO SCALE !v\ANHOLE FRAME AND COVER - PRECAST CONCRETE ADJUSTMENT RINGS 2� - MIN, - 12" MAX. SEE ADJUSTING RING DETAIL PAY DEPTH MANHOLE INVERTS TO BE POURED iN FIELD OR MANUFACTUREC AS REQUIRED FLOW LINE TO MATCH JNU�T AND OUTLINE PLAN SHEET INVERTS ON BENDS AND DROPS ''A ll L_ ..... PRECAST CONG. MANHOLE SEE PLAN SHTS FOR INVERTS SECTION "A-A" NOT TO SCALE I l • I 1--. INFLOW PREVENTER REQUIRED FOR ALL MANHOLES MA NHOLE FRAME AND COVER INFLOW PREVENTER REQUIRED FOR ALL MANHOLES GRADE I PLAST1C COATED STEEL MANHOLE STEPS 12" wmE 1o g o.c. CAST - IN PLACE OR PRESS FITTED INTO PREFORMED HOLES IN CURED CONCRETE f,S, MANUF, !3Y CP OR APPROVED EQUAL OVERSIZE HOLE TO PERMIT MINOR PIPE ADJUSTMENT 4 AS REQ'D CONCRETE ENCASEMENT - VOID AREA IN OVERSIZED HOLE TO SE l-7LLED WITH NON-SHRINK MORTAR OR GROUT (TVP.) PAY DEPTH FLOW LINE J 4 -- ' ,. PRECAST CONG. MANHOLE SEE PLAN SHTS FOR INVERTS V 2 OF THE _,., .,. · INCOMING T .. ,. .,,,, .... --� . ii., . SEWER S!ZE o • J- L::=:::=•=· :=:::::::=:::::::'::··===::,'.'.::::·. =•=· =�::,::::· •:.1 SECTION "B-B" NOT TO SCALE AS REQ'D I STAINLESS STEEL BOOT CLAMP RUBBER BOOT WITH EXPANDING BAND FOR WATERTIGHT CONNECTION (TYP.) RUBBER BOOT WiTH EXPANDING BAND FOR WATERT!GHT CONNECTION (lYP.) STAINLESS STEEl BOOT Ci.AMP SLOPE OF FLOW LINE STRAIGHT � THRU MANHOLE SHALL MATCH PIPE GRADE INTO AND OUT OF MANHOLE AND PlAN SHEET INVERT ---�-""--- ---· "B" STAINLESS STEEL BOOT CLAMP TYPICAL DROP MANHOLE DETAIL TYPICAL MANHOLE DETAIL TYPE "8" LID DESIGN NOT TO SCALE CONCEALED PICK HOLE NOT TO SCALE TRENCH WIDTH 2'' LETTERS RECESSED FLUSH WITH SURFACE NEENAH FOUNDRY R-1780-A FRAME AND COVER WITH "SELF-SEALING" APPLICATION OH APPROVED EQUAL 3" CLR. 6 ° - 1 O' TYPICAL BDWEEN SPACERS NYLON CABLE TIES FOR TRACER WIRE, MIN. 2 PER PIPE H.D.P.E. CASING SPACERS, STYLE PER MANUF. RECOMMENDATIONS, RACI 1YPE AS MANUF. BY PUBLIC WORKS MARKE,ING, INC. PH. 1-800-517-0395 OR APPROVED EQUAL. TYPICAL CASING/SPACERS/END SEAL DETAIL NOT TO SCALE CASING PIPE 2' FROM BELL END \_CARRIER PIPE "SELF-SEALING" APPLICATION 24" 22" 34" OR 36" '(DEPENDENT UPON O.D. OF ' RING SECTION IN USE) MACYINED BEARING SURFACE MANHOLE FRAME AND COVER DETAIL NOT TO SCALE 4-#5 BARS 3" CLR. 1YP. I I I I I I I I ; 1....--- i J....-,T .-"f"71 ,I - j < [ I I 'l----' I r- 0 • I MIN. 4-#5 STIRRUPS @ 1O" C/C MAX. 4-#5 BARS EQUAL lYP. EQUAL ELEVATION BOTTOM OF TRENCH SECTION A-A PIPE DIAMETER PIPE SLOPE 0 MAX. SPACING "A" MINIMUM "8" MINIMUM � 12· 20% TO 35% ' 40' 9" 9" 35% TO 49% 20' 18" 18" 14" TO 24" 20 35% 40' 12" 12" 35% TO 49% 20' 24" 2 4 '' GENERAL NOTES: 1, f' c � 4000 PSI @ 28 DAYS. 2, ALL REINFORCING STEEL TO BE ASTM A-615 GRADE 60. 3. CARRY ALL BEARING SURFACES TO FIRM SUBGRADE, PLACE CONCRETE ANCHOR AGAINST DOWNGRADE SIDE OF BELL CONCRETE PIPE ANCHOR DETAILS NOT TO SCALE Fl'IISH GRADE 4-#5 STIRRUPS @ 1 O" C/C MAX. (2 TOP, 2 BOTT,) TYP. OF 4 I l I I I RE\11SIONS 2 � f -E f !j 1. � I i a -- � " � · E :c & "' �� � co co X Bl: �ET C 2D22 '.VHrlwe,;tc111 Engi01e¢r<. I11c. 802 V/�,t Broad\',;ty Sirc?el P.O. Bm, 29S Loogo,,1e.e. !n<li:ina -'17553 DATE NOVEMBER 2022 DESIGN J,W.W.LE.K.P, DRAWN K.j.G.LM.K,W. Q,C. CHECK POOJECT NUM8E� 2021092-01 4 4 OF 4 FILE NUMBER ] 43197 . 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