0 �· 0 z z � " ,"' i!i •w�J ! � � 15 �N ,_,q � oN ' ,� Q � '"� �<'I • .0 . " -W .:,-- �� " -J • QC - "' � t/8 - 0 wl zz l' 0;1 "'< oy ,� §£ , . <c V, LU <( - �:a: " V, � �:a: V, LU <( > / I / / RESIDENCE,; / / TO BE i=ONNECTED TG/PUBLlylEWER , (1N-LIN�,(j\yOuTy SANITARY LATERAL CLEANOUT (PER STANDARD DETAIL) SANITARY LATERAL 4" DIA. (MIN.) OR 6" DIA. @ MIN. 1/8" PER FOOT OR 1.0% SLOPE INSTALL PER PLUMBING CODE CLEANOUT REQUIRED AT ALL BENDS AND EVERY 100' ON STRAIGHT RUNS (PER STANDARD DETAIL) CLEANOUT REQUIRED AT EASEMENT OR PROPERTY LINES (PER STANDARD DETAIL) -..,_,\� :, . ,,-: • '· ·� .... .... '. ��:-.i ·',� , . ,'- �' '.'..,. '. BENDS AS REQ'D----J-1 CONCRETE COLLAR (ONLY REQUIRED IN PAVED AREAS) CONCRETE COLLAR (ONLY REQUIRED IN PAVED AREAS) CONCRETE COLLAR (ONLY REQUIRED IN PAVED AREAS) �--- \__PUBLIC UTILITY EASEMENT OR PROPERTY LINE CENTERLINE OF MAIN SEWER LINE MAIN SEWER LINE L ASTEEWR EAR L PIPING PLAN VIEW REFER TO CLEANOLJT DETAILS FINAL GRADE MARKER POLE WITH --------�.J #S REBAR SERVICE RESTORATION (PER SPE CIFICATIONS) CENTERLINE OF MAIN SEWER LI NE 45° WYE CONNECTIONS 45° BE ND REFER TO CLEANOUT DETAI LS ESWL OSPUE @A P P1R% P E R OVAL 45° - 60° {U NLESS I - °'1 ti 0 wfz- l wz wIf° ' �w,: c>l-��:0 <( w B f J - - o:'. °' � w oo� > °' I � IJ.. u 0 ' -I NOTE: 1. 2. 3. 4. 5. 6 . NORMAL LATERAL SLOPE IS 4"@ 1/4" PER FOOT, MI NIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. MI NIMUM COVER IS 3 FEET OVER PIPE. RA IDGDHfTf -iOOFN- AWLA CY L WE AHNEORUE TL RA TE EQRUAI RL ECDR OA ST S E S ROADWAY. MI NIMUM LATERAL SIZE FROM SEWER MAIN TO PR OPERTY LINE CLEANOUT IS 6". WITH SEWER UTILITT APPR OVAL, DEEP SEWER SLANT STA CK MAY BE INSTALLED; MAY REQUIRE A DDffiONAL EASEMENT. IF C ONNECTING TO EXISTING LINE, HYMAX COUPLING OR EQUAL REQUIRED. TEMPORARY FACT ORY CAP REQUIRED AT PR OPERTY LINE. SA FUTURE NLATITEARRAYL FUTURE SANITARY LATERAL (f L SA FUTUR NLA ITAR TERA SANLAT IT E A L PIPING PLAN VI MARKER P OLE W / #S REBAR SERVICE RESTORATION (PER SPECIFICATI ONS) REFER TO CLEANOUT DETAI LS CENTERLINE OF MAIN SEWER LINE MAIN SEWER LINE CENTERLINE OF MAIN S EWER LINE FINAL GRADE LONG RADIUS 90 ° BE ND OR TWO 45 ° BE NDS SEWER LATERAL COMPACT FINAL BACKFILL TO PROVIDE LATERAL EMBEDMENT SUPP ORT ���----�//CONTROLLED F SETTLEMENT JOINT FITTI NGS. 45° - 60° (U NLESS OTHERWISE DIRECTED) l SPECIFIED FITTINGS OR EQUAL I CENTERLINE OF MAIN SEWER LI NE NOTE: 1. NORMAL LATERAL SLOPE IS 4"@ 1/4" PER FOOT, MI NIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. 2. MI NIMUM COVER IS 3 FEET OVER PIPE. 3. ADDm ONAL CLEANOUT REQUIRED AT RIGH T-OF-WAY WHERE LATERAL CROSSES ROADWAY. 4. MI NIMUM LATERAL SIZE FROM SEWER MAIN TO PR OPERTY LINE CLEANOUT IS 6". S. WITH SEWER UTILITY APPR OVAL, DEEP SEWER SLA NT STACK MAY BE INSTALLED; MAY REQUIRE ADDffi ONAL EASEMENT. 6. TEMPORARY FACT ORY CAP REQUIRED AT PR OPERTY LINE. / ------ � �;:;-/\- EXIST. _,,, ,r- MANHOLE 1EXISTING SANITARY SEWER _l_ __ _ ___ _ _ --'\,r-FLOW DIRECTION OTHERWISE DIRECTED) lj[J�;:::=--=--===-----wHE N TRANsmoNING FROM c-900 PVC SEWER MAI N TO SDR-26 PVC LATERAL USE THE "SPE CIFIED" BRAND FITTING ( OR APPROVED EQUAL OTHERWISE USE SDR-26 PV C FITTING) °' � WHEN TRANSffiONING FROM C-900 PVC SEWER MAIN T O SDR-26 PVC LATERAL USE THE "SP ECIFIED" BRAND FITTING (OR APPROVED EQUAL) OTHERWISE USE SDR-26 PVC FITTING ""=:i,Z._MAIN SEWER LINE (SE E SANITARY SEWER BACKFI LL A ND BEDDING DETAIL) WYE CONNECTION NOTE: 1. SEE STA NDARD SANITARY CLEANOUT DETAILS WW-21 A ND WW-22. MAIN SEWER LI NE (SEE SANITARY SEWER BA CKFILL AND BEDDING DETAIL) PIPING ELEVATION VIEW CONTRACTOR SHALL PROVIDE "AS-BUILT" SERVICE CONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. PIPING ELEVATION VIEW CONTRACTOR SHALL PROVIDE "AS-BUILT" SERVICE CONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. WW LATERAL SEWER CONNECTION WW MEDIUM SANITARY SERVICE CONNECTION WW DEEP SANITARY SERVICE CONNECTION f-------1 r------; 16 LAYOUT (RESIDENTIAL) 17 (GREATER THAN 5' DEPTH) NOTTO SCALE CENTERLINE OF MAIN SEWER LINE MAIN SEWER LINE L ASTEEWREAR L PIPING PLAN VIEW NOTE: 1. NORMAL LATERAL SLOPE IS 4"@ 1/4" PER FOOT, MI NIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. 2. MINIMUM COVER IS 3 FEET OVER PIPE. 3. A DDmONAL CLEANOUT REQUIRED AT RIGHTOF-WAY WHERE LATERAL CROSSES ROADWAY. 4. P M R INIMUM LATERAL SIZE FROM SEWER MAIN TO OPERTY LINE CLEANOUT IS 6". 5. WITH SEWER UTILITY APPR OVAL, DEEP SEWER SLA NT STACK MAY BE INSTALLED; MAY REQUIRE ADDffi ONAL EASEMENT. 6. IF CONNECTING TO EXISTING LINE, HYMAX COUPLING OR EQUAL REQUIRED. 7. TEMP ORARY FACTORY CAP REQUIRED AT PROPERTY LI NE. REFER TO I CLEANOUT DETAILS I -\_ ) j ' FUTURE SA NLATITEARRAY L NOTTO SCALE FINAL GRADE MARKER POLE WITH --------�J #S REBAR SERVICE RESTORATION (PER SPECIFICATI ONS) CENTERLINE OF MAIN SEWER LI NE 45° BEND REFER TO CLEANOUT DETAILS S LO APPRPE@ 1% PER OVAL WHEN TRANSmONING FROM C-900 PVC SEWER MAI N TO SDR-26 PVC LATERAL USE THE "SPE CIFIED" BRAND FITTING ( OR APPROVED EQUAL OTHERWISE USE SDR-26 PVC FITTI NG) MAIN SEWER LINE {SEE SANITARY SEWER BACKFILL AND BEDDING DETAIL) PIPING ELEVATION VIEW S AFNUITTUA RR YE LATERAL z C CONTRACTOR SHALL PROVIDE "AS-BUILT" SERVICE ONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. WW SHALLOW SANITARY SERVICE CONNECTION f-----j 19 (LESS THAN 5' DEPTH) NOTTO SCALE NOTE: 1. 2. 3. 4. s. 6. f-------1 18 (GREATER THEN 12' DEPTH) NOTTO SCALE TRACER WIRE BOX FINAL GRA DE PIPE CASING SPACER (SEE TYPICA L CASING SPA CERS DETAIL) w f-zzcl w °' ,:w wf- �1 rE �u PROTECTION AT ENDS OF CASINGS (SEE "CASI NG END SEALS" DETAIL) PRAOVAEDMWE A Y NT z "" CASING PIPE CARRIER PIPE WT RIARCE EBR OX RECEIVE OR BORE PIT DISTA NCE OF BORE RECEIVE OR BORE PIT WELDING: STEE L CASING SECTIONS SHALL BE CONNECTED BY WELDING. ACCORDANCE WITH ASTM A 139, GRADE B, OR ELECTRIC-RESISTANCE W ELDED PIPE IN ACCORDANCE WITH ASTM A 53. ALL PIPE JOINTS WITHIN THE CASING ARE TO BE RESTRAINED. TRA CING WIRE TO BE INSTALLED THROUGH ALL CASED BORINGS AND CONNECTED TO MARKI NG POSTS. IF BORED, TRACER WIRE SHALL BE DOUBLED WIRED. THE TRACER WIRE SHALL BE CAPABLE OF, AND DEMONSTRATED TO HAVE, CONTINUOUS TRANSMISSION OF TRACING SIGNAL ALONG THE FULL LENGTH OF THE INSTALLED PIPE. CONTINUOUS INSULATED #12 AWG SOLID COPPER CLAD STEEL CONDUCTOR. THE WIRE SHALL BE I NSTALLED ALONG THE PIPE, FASTENED SECURELY TO THE PIPE AT FIVE FOOT INTERVALS, AND TERMI NATED ABOVE GROUND WITH THE LEAD TAPED AROUND EACH STRUCTURE. F OR OPEN CUT INSTALLATION USE COPPERHEAD® 1230G-HS OR APPROVED EQUAL. F OR DIRECTIONAL DRILL INSTALLATION USE COPPERHEAD® SOLOSHOTT"' 1245G-EHS OR APPROVED EQUAL. 7. IF DIRECTIONALLY DRILLED, DOUBLE WIRE REQUIRED. B. A LL WIRES SUBJECT TO CONTINUITY TEST. 9. TAPE WIRE TO PIPE ATS' INTERVALS. 10. STEE L PIPE USED AS CARRIER PIPE TO HAVE MINIMUM WALL WALL THICKNESS LISTED ON WW-24. 11. STEEL PIPE USED AS CASI NG PIPE, BUT NOT USED AS CARRIER PIPE, SHALL BE SELECTED BY THE CONTRACTOR TO HAVE MINIMUM WALL THICKNESS SUFFICIENT TO RESIST JACKING FORCES. FOR INSTA LLATIONS WHERE THE CASING IS NOT USED AS CARRIER BUT ONLY AS CASING FOR A CARRIER PIPE, THE THI CKNESS OF THE CASING SHALL BE DETERMINED BY THE CONTRACTOR. 12. MATERIA L FURNISHED UNDER THIS SPECIFICATION SHALL BE COVERED BY TYPE C CERTIFICATION I N ACCORDANCE WITH 916. WW 20 TYPICAL CASING PIPE JACK AND BORE DETAIL NOTTO SCALE TYPICAL DETAILS SANITARY REVISIONS U,,..r,t,J.f4,-- 4/25/25 BID SET 0 2025 Midwestern Engine.,,-,;. Inc. 802 We.s1 Broadway Street P.O. Box 295 Loog_ootec, Indiana 47553 DATE APRIL 2025 DESIGN CWR,:'.EKP,:'.BDH DRAWN DRK,:'.MKW Q.C. CHECK PROJECT NUMBER 2024072-02 32 32 OF 45 I FILE NUMBER I 44723 Do Not Use Plan Previews for Take Off
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