0 00 - z 0 ", r z z kl w 3c �� "i ;; >, !:i ---- �- 7 •9 ON " ---- s g: � (),, -::•� - "o : -:::: <;',I u •w ,: � ·- < .. -w ·- " Oi C -� � "o "u ffi � w� �q ,� ·� S 15 <c FIO1R/2P"IWPEIDCELExAIR"ADNECEEP SLOT (TYP,) (CTHYAPN. )N E L (CTHYAPN. )N E L SSfOfTI' B( TE YNP0. 1) F (T LO YP W .) ARROW N SE O E T E :: E HOLE \ :__i SEE NOTE 1 1/2"' WIDE x 1" DEEP SLOT (TYP.) FOR PIPE CLEARANCE TYPICAL 4-WAY FLOW TYPICAL 3-WAY FLOW NOTE: 1. WAU5 SHALL BE FLARED OUT AS REQUIRED SO THAT TESTING AND INSPECTION EQUJPMENT CAN BE SAFElY REMOVED. 2. AU NON-TYPICAL BENCHES ANO CHANNELS WILL REQUIRE A SPEOAL DETAIL ON THE PLANS. � 3. - DEPTH OF CHANNEL SHALL EQUAL DIAMETER OF PIPE THREE WAY TEE SHALL BE BUILT AS A TYPICAL FOUR WAY FLOW. Fl O1R/2P"IWPEIDCELExAIR"ADNECEEP SLOT {TYP.1 C( THYAPN. )N E L BENCH 1 1/2" WIDE x 1" DEEP SLOT (TYP.) (TYP,) FOR PIPE CLEARANCE BMAASNEH O L E .. . ' �-_j_ ' I • DN:- DN/ ' • .. . • (B1E YNPC. )H �Fl_OW ARSOW ' . ,·.-.. �1() ,1, _,,...- SEE NOTE l ' 6 . \• / ' ··1- • ,., .: 0 . - . . . . C( THYAPN. )N E L . �-- ·, '"� MANHOLE BASE FLOW ARROW TYPICAL STRAIGHT FLOW TYPICAL CURVE FLOW STANDARD MANHOLE BENCHES AND CHANNELS NOTTO SCALE CENTERUNE OF MAIN SEWER LINE PIPING PLAN VIEW REFER TO I C LDE AENT AOIULTS I FINAL GRADE MARKER POLE WITH--------l #5 REBAR S{ EP RE VR I CS PE ERCEI FS ITCOARTAI OT INOSN) CENTERLINE OF MAIN SEW' ER LINE MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL ANO BEDDING DETAIL) PIPING ELEVATION VIEW 1 N . O TE, 4 3 2. . . s 6. MM NAD O I I N N D R I I m M MM A U U O L MM N L C L A A A O T L T E V C E R E L R A R E A L A I L N S S S L O 3 L O l O J F P T E P E " E E R I T E S I Q S O 4 U 6 V " ! @ " E R @R E D 1 P 1 / I4 / P A " 8 E T " P . P EERRF OFOOOTT, . RPMRI! GON HIP MET RU-OTMFY- LWUA ATNEYERWCA LHL EESARI NZE OE LUFATRT OEI SRM A6 SL" E. CWR EORS SME AS J NR OT AO D W A Y . S I A WF L D I A C D T N Om H T N S N S O E T E W N A C A E C T L R K I N E U MG A T A S T I E Y U O M B T E E EY N X I I A T N S . P S T P T I R N A O G L V L L E A I D L N , ; E D M , E H A E Y Y P M R SA E E X Q W U CE I O R R U EP UNG LOTIERNMEEf.Q' OURAALRRYEFQAUCITROERDY. C A P R E Q U I R E O AT P R O P E R T Y S AC FANUTI TTI ' AU> WRS YE. OCC OOWNNNNTERERCA, TCEITNOOGNRI NTSIEHEEARDL , LOAWPNRNDO MPV RIEDOA ESP UE" ARR. TES ·YMB EUONIWLTTNS " E TSROE. RTVHI EC E SHALLOW SANITARY SERVICE CONNECTION NOTTO SCALE o1"' w w � :;; ,: ::a / RESIDENCE 7TO BE CON(I�NE-CUTNfED LTAOYOPUUTBL] IC SEWER SANITARY LATERAL � CLEANOUT (PER STANDARD DETAIL) SANITARY LATERAL 4" DIA. (MIN.) OR 6" DIA. @MIN. 1/8" PER FOOT OR LO% SLOPE INSTALL PER PLUMBING CODE CLEANOUT E VREERQYU I1R0 E0 D' OANT SATLRL ABI EGNHDT SRAUNNDS (PER STANDARD DETAIL) CLEANOUT REQUIRED AT EASEMENT OR -- -- PROPERTY LINES (PER STANDARD DETAIL) -- -- -- -- BENDS AS REQ'D---...Jj WYE CONNECTION . CONCRETE COLl.AR /(ONLY REQUIRED IN PAVED AREAS) (COONNLCYRREETQE UCIORLELDA RI N P A V E D A R E A S ) (COONNLCYRREETQE UCIORLELDARIN PAVED A R E A S ) --.:':-·--PUB-LIC UTI-LITY E-ASEMENT OR PROPERTY LINE EXISTING SANITARY SEWER --'\r FLOW DIRECTIDN1N.OTE:SEE STANDARD SANITARY CLEANOUT DETAILS. LATERAL SEWER CONNECTION LAYOUT NOTTO SCALE CENTERLINE OF MAIN SEWER LINE NOTEl l 24 . s 6. MNM OII NNRIIMMMAUULMML ALC ATOTEVREEPAR.LA LS LS OL OP PE EI SI S4 6" @" @1 /14/ "8 "P EP RE RF OF ODOT T, . rs 3 FEET OVER PIPE, R P M AR I D I G N O D H I P m M T E - U R O O T M F N Y - L A W L A L I T A N C E Y E L R E W C AA L L H N E E S O A R I N U Z E O E T L U R F A T R E T OQ E IS R M U AI 6 R S L " E E . C W DREOARTSSMEASI NR OTAOD W A Y . S A WIF L D m A C D - N Om I T N S N S o E T E N W A C A E C T L R I K N E U M AG T A S I T E Y L O M I B T E E EY N X I I A T N S . P S T P T I R N A O G L V 1 . L EA I D L N . ; E D M , E H A E Y Y P M R S A E E ) Q W ( U C E I O R R U EP LING POT RlR: OMEPf Q'EOURRTAAYLR RLY IENFQAEUC. ITROE RDY. C A P R E Q U I R E D A T _,r MAIN SEWER LINE REFER TO I C LDE AENT AOIULTS I S AL FAN UTI TTE ARU RSA YeL PIPING PLAN VIEW FINAL GRADE MARKER POLE WITH--_____ ...;_1 #5 REBAR r S ( E P R E V R I C S E P E R C E I F S I T C O A R T A I T O I N O S N ) ! I ( CENTERLINE OF MAIN SEWER LINE C RL EDE FAE ENTRAO ILTLJ OST I SEWER LATERAL--✓ 45° WYE CONNECTIONS /--SLOPE@1% PER EWSU APPROVAL 45° - 60° (UNLESS OTHERWISE DIRECTED) 1\.:1.P'-----------WHEN TRANsmoNING FROM C-900 PVC ( OSURESWAE PETPRHR MEO A"V SIENPDETOEOQF USI EDA DRL "- O2B6TRHPAEVNRCDW LIF AmSTEElUR NAS GEL MAIN SEWER LINE {SEE SANITARY SEWER BACKFILL AND BEDDJNG DETAIL) SDR-26 PVC FmlNG) PIPING ELEVATION VIEW OCC OOWNNNTNERERAC, CTETI NOOGNRI NTS EIHEEARDL , LOAWPNRNDO M\ Pt 1REDOA ESP UE" ARR STE ·YMB EUONIWLT rNS E TSR OE. RTVHl EC E MEDIUM SANITARY SERVICE CONNECTION NOTTO SCALE CONCRETE COLLAR POURED AROUND CLEANOLJT COVER (3500 \ >'S!) 1 10 5 1 1 / /4 2" '" AUNS DF 7L 6I D3 1J NOSRT AE QL LUEADL OC RA SUTT II RL IOTNY CA LP EP AR NO OV EU DT EF RQ AUMA EL EXISTING GRADE FLUSH WIT!i FINISHED SURFACE R S ERE QEE PU LPI AAR CVE EEM MME EEN NNT TTS X X FPWLV IACTTHF SEILMNOVAmEL ER TCDEL DSE CANNRUOETWL fSTCC AAR DPE AWP TC AE fR' O R KOR·N-SEAL No, 5406-10 Aws� • WITH 10 1/4" BAND PVC PIPE SEE BACKFILL AND BEDDrNG REQUIREMENTS HC YOMUAPXL IDN RGEOSRS FUTURE OR EXISTIN1APPROVED EQUAL 6" SANITARY LATERAL \-o -1\.LJ)-- o� I I ---�L,.....�-7[-- �45<> BEND ----------PWVYCEPIPE SEWER LATERAL TYP. 6" (MIN.) @1.0% (MIN.) SLOPE I:__ --5' . _j ---LJ----!_/-----------�✓ Y".'7>-_V'.V:\' BOTTOM OF TRENCH SECTION 'A-A' /F./,,,//,:///.: SEWER CUSTOMER'S PROPERTY EASEMENT OR RlGITT·OF-WAY F USTAUNRIET AORRY ELXAI TS ET RI NAGL l {WHEN INLINE LAYOUT REQ"D) I ---------- INSTALL 1/2" PERFORMED JOINT MATERIAL AROUND CASTING A L C O CNOC RUEATRE EASEMENT, RlGITT-OF-WAY OR PROPERTY LINE CAST IRON Cl.EANOUT FRAME AND LID WYE 45" BEND PLAN VIEW SEWER LATERAL A J STANDARD SANITARY CLEANOUT IN PAVED AREAS (; -L S AL FANUTI TTE UAR RJA YL NOTTO SCALE PIPING PLAN VI #M5ARRKElB:RARPOLE W/ S(EP RE VR I CS EP ERCEI SF TI COARTAI OT INOSN) DETAILS CENTERUNE OF MAIN SEWER LINE MAIN SEWER LINE I ! ( CENTERLINE OF MAlN SEWER LINE FINAL GRADE I LONG RADIUS 90° BEND OR TWO 45� BENDS COSMEPWACETR FLIANTAELRABAL CKFIL1. ETMOB EP RD OM VE INDTE SLUAPTPEOR RA TL J',:.;9,.:.---f-:;7CONTROLLED SETTLEMENT JOINT 450 -60° (UNLESS OTHERWISE DIRECTED) WHEN TRANSmONING FROM C-900 PVC SEWER MAlN TO SDR-26 PVC LATERAL USE TI-IE "SPECIFIED" BRAND FmlNG (OR APPROVED EQUAL) OIBERWISE USE SDR-26 PVC FITTING FmlNGS. lSOPREECQIRUEADL FITTINGS I CENTERLINE OF MAIN SEWER LINE ='<>-MAlN SEWER LINE S E( WSA ENE ERD SBBAAENCDI KTD FAI INRL GYL DETAIL) PIPING ELEVATION VIEW Nl.OTE,NORMAL LATERAL SLOPE IS 4"@1/4" PER FOOT, MINIMUM LATERAL SLOPE rs 6"@1/8'" PER FOOT. 2. MINIMUM COVER IS 3 FEET OVER PIPE. 3. RAIDGDHmT - OO NF A-WLACYL EWAHNEORUETL RA ET QE RUAI RL ECDR OA TS S E S R O A D WA " 4. PMRI NOIPMEUR MT YLLAITNEEPC. ALL ESAINZOE UFTROISM 6S" .EWER MAIN T O 5. Wm-I SEWER IJTIUTY APPROVAL, DEEP SE\'IIER SLANT STACK MAY BE INSTALLED; MAY REQUIRE ADDmONAL EASEMENT. 5. PTREOMPPEORRTAYRYLINFAEC. TORY CAP REQUIRED AT CS EORNVTIRCAECCTOONRNSEHCATLI OL NP RTOI EV IDDOE WANS - B U I L T " MA NE DA SPURROEPMEERNTTYS OTWONTEHRE. O W N E R , E N G I N E E R , DEEP SANITARY SERVICE CONNECTION NOTTO SCALE / /, .,__ ·, ' ' ./ , 6F"USTAUNRIET AORRYELXAI TS TEIR .NAGL 1 1 S 0 1 1/ w 2" '/ 1------9"'------ U S FF R7A6M3 E1 OA NR DL JLTIIDU TI NY SAT PAPL R1 O£ DV EFDL UESQHU WA LI TCHA SFTI NI IRSOHNE DC LSEUARNFOA UC TE EXISTING GRADE W I TPHV CI NFVEEMR AT LEED CNLUE TA NS OC RU ET WA DCAAPPTOE RR FLAT SLOTTED SCREW CAP KOR-N-SEAL No. S406·10 AWS* "'WITH 10 1/4" BAND PVC PIPE 45° BEND PVC PIPE WYE SEE BACKFILL AND BEDDING REQUIREMENTS SEWER LATEP.AL TYP. 6" (MIN.) @1.0% (MIN.) SLOPE �-7------------- 1 I ,... I ----------------�-�----L�---------------� BOTTOM OF TRENCH/ SECTION 'A-A' SEWER CUSTOMER'S PROPERTY EASEMENT OR RlGITT-OF-WAY --'\,--------+--------======-----� FUTURE OR EXISTING SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) I I ,... I '----------- I NJ OS TI NATL LA 1R/O2 U" NP EDRCFACSRTMI NE GD _ ) EASEMENT RIGITT-OF-WAY OR A PROPERTY LINE t __ _ CAST JRON CLEANOIJT FP.AME AND LID WYE 45 ° BEND PLAN VIEW SEWER LATERAL STANDARD SANITARY CLEANOUT IN UN-PAVED AREAS NOTTO SCALE s· EXISTING OR PROPOSED ROADWAY (INCLUDING SGHUOTUT LEDR E, RT , OC UB AR CB KA ON FD OJRB) s· SURFACE R ESSPTEOCRI AF TI CI OA TNI O( PNESR) { INFLUENCE OF TLRI MA FI TF ISC INF T L R U A E F N F C I E C OF LIMITS S (UPREFRA SC PE EROE SF ITCOARTAI OT INOSN) / 1 1 " FJNAL BACKF!LL--------.:.._ cl--__ _j / / � TBRAACFKF FI CI L ZL OUNNED OE RF INFLUENCE FINAL BACKFILL LIMITS / S EMWAEI RN NOTE: WPI TI PHE WE MWB- 3E 2D, MWE NWT- 3I3N, AWCWC O- 3R4D, AWNWC E- 3 5 INFLUENCE DF TRAFFIC LIMITS {1:1 BEYOND S FT. OF ROADWAY) -!.-BEDDING AND BACKFILL SHALL CONFORM TO DETAILS WW-32, WW-33, WW-34, \'1/W-35. FCR SEWERS GREATER THAN FIVE FEET FROM THE EDGE OF EXISTING OR PROPOSED ROADWAY, ANY PORTION OF THE TRENCH S EMWAEI RN 2. BELOW THE ZONE OF TRAFFIC INFLUENCE SHALL BE BACKFILLED IN ACCORDANCE Wm-I THE STREET JURISDICTION REQUIREMENTS. FINAL BACKFILL AND TRAFFIC INFLUENCE DETAIL NOTTO SCALE A t TYPICAL SEWER DETAILS • REVlSIONS BID SET C 2025 8PML 0.oOi 2do . gwWBoeoose tsxi ect em2B. 9 r!5E<nJ a(nl dig"wi nna"eye4r S . 7; .t5r 5Ienc3cl . DATE AUGUST 2025 DESIGN C.W.R. DRAWN C.Z.M. Q,C. CHECK E.K.P. PROJECT NUMBER 2018092-01 1 0 10 OF 14 I FlLE NUMBER 4<;"J) � I Do Not Use Plan Previews for Take Off
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