Midwestern Engineers, Inc. Plan Preview

U) <( � � ::e: � " � z w z w w � � � 0 0 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) :,.: ''\ ;'.? • . '' .:._<:-<-:'.": '>?.} ?_'.'::: ? � BENDS AS REQ'D----J, 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 /EXISTING SANITARY SEWER L __ ____ __ ._..l\,r-FLOW DIRECTION CENTERLINE OF MAIN SEWER LINE MAIN SEWER LINE SEWER LATERAL PIPING PLAN VIEW "' � 0 w r UJF ffi z 0:: ,: '.:l =o w � V, j'.: V, 0: - LJ..J in a: "' a. w 0 1 0 ii: 5 c< I a . u 91 'i' "' i':. REFER TO CLEANOUT DETAILS FINAL GRADE MARKER POLE WITH - ------- ..J #5 REBAR SERVICE RESTORATION (PER SPECIFICATIONS) CENTERLINE OF MAIN SEWER LINE REFER TO CLEANOUT DETAILS 45 ° WYE CONNECTIONS 45 ° BEND SLOPE@ 1% PER EWSU APPROVAL 1�---45 ° • 60 ° (UNLESS OTHERWISE DIRECTED) NOTE: l. 2. 3. 4. s. 6 NORMAL LATERAL SLOPE IS 4"@ 1/4" PER FOOT, MINIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. MINIMUM COVER IS 3 FEET OVER PIPE. ADDffiONAL CLEANOUT REQUIRED AT RIGHT-OF-WAY WHERE LATERAL CROSSES ROADWAY. MINIMUM LATERAL SIZE FROM SEWER MAIN TO PROPERTY LINE CLEANOUT IS 6". WITH SEWER UTILITY APPROVAL, DEEP SEWER SLANT STACK MAY BE INSTALLED; MAY REQUIRE ADDffiONAL EASEMENT. IF CONNECTING TO EXISTING LINE, HYMAl< COUPLING OR EQUAL REQUIRED . TEMPORARY FACTORY CAP REQUIRED AT PROPERTY LINE. FUTURE SANITARY LATERAL 00 - FUTURE SANITARY LATERAL i ----. \.:::,J\_ EXIST./'­fvlANHOLE WYE CONNECTION NOTE: 1. 5Ec STANDARD SANITARY CLEANOUT DITA!LS. �S}=;;::::._::._:=:::.-----WHEN TRANSffiONING FROM C-900 PVC SEWER MAIN TO SDR-26 PVC LATERAL USE THE "SPECIFIED" BRAND FITTING (OR APPROVED EQUAL OTHERWISE USE SDR-26 PVC FITTING) MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL AND BEDDING DETAIL) CONTRACTOR SHALL PROVIDE "AS-BUILT" SERVICE CONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. PIPING ELEVATION VIEW LATERAL SEWER CONNECTION LAYO_ll'.T (�_!?:�ID!;:�TIA;L) MEDIUM SANITARY SERVICE CONNECTION (GREATER.THAN 5' DEPTH) NOTTO SCALE CENTERLINE OF MAJN SEWER LINE MAIN SEWER LINE SEWER LATERAL PIPING PLAN VIEW Wr z "' '.:l::, j'.:� "' "' is' '" � o > "' '" a.I ' u � I REFER TO I CLEANOUT DETAILS I - NOTE: 1. 2. 3. 4. 5. 6. NORMAL LATERAL SLOPE IS 4"@ 1/4" PER FOOT, MINIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. MINIMUM COVER IS 3 FEET OVER PIPE. ADDillONAL CLEANOUT REQUIRED AT RIGHT-OF-WAY WHERE LATERAL CROSSES ROADWAY. MINIMUM LATERAL SIZE FROM SEWER MAIN TO PROPERTY LINE CLEANOUT IS 6". WITH SEWER UTILITY APPROVAL, DEEP SEWER SLANT STACK MAY BE INSTALLED; MAY REQUIRE ADDffiONAL EASEMENT. IF CONNECTING TO EXISTING LINE, HYMAX COUPLING OR EQUAL REQUIRED. TEMPORARY FACTORY CAP REQUIRED AT PROPERTY LINE. FUTURE SANITARY LATERAL NOTTO SCALE FINAL GRADE MARKER POLE WITH - ------- -J #5 REBAR ( SERVICE RESTORATION (PER SPECIFICATIONS) CENTERLINE OF MAIN SEWER LINE 45 ° BEND REFER TO CLEANOUT DETAILS SLOPE@ 1% PER EWSU APPROVAL WHEN TRANSffiONING FROM C-900 PVC SEWER MAIN TO SDR-26 PVC LATERAL USE THE "SPECIFIED'' BRAND FITTING (OR APPROVED EQUAL OTHERWISE USE SDR-26 PVC FITTING) MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL AND BEDDING DETAIL) PIPING ELEVATION VIEW SHALLOW SANITARY SERVICE CONNECTION (LESS THAN 5' DEPTH) NOTTO SCALE 00 � FUTURE SANITARY LATERAL CONTRACTOR SHALL PROVIDE "AS-BUilT" SERVICE CONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. CENTERJ,l�E,,pF MAIN -S�ER LJNE NOTE: , T ­ Ll_ FUTURE } : I 1. NORMAL LATERAL SLOPE IS 4"@ 1/4" PER FOOT, MINIMUM LATERAL SLOPE IS 6"@ 1/8" PER FOOT. 2. MINIMUM COVER IS 3 FEET OVER PIPE. 3. ADDIT10NAL CLEANOUT REQUIRED . AT RIGHT-OF-WAY WHERE LATERAL CROSSES ROADWAY. SANITARY LATERAL � MARKER POLE W/ #5 REBAR ( SERVICE RESTORATION I . (PER SPECIFICATIONS) REFER TO CLEANOUT DETAILS ( MAIN SEWER LINE CENTERLINE OF MAIN SEWER LINE ANAL GRADE LONG RADIUS 90 ° BEND OR TWO 45 ° BENDS SEWER LATERAL COMPACT FINAL BACKRLL TO PROVIDE LATERAL EMBEDMENT SUPPORT 4. MINIMUM LATERAL SIZE FROM SEWER MAIN TO PROPERTY LINE CLEANOUT IS 6". 5. WITH SEWER UTILITY APPROVAL, DEEP SEWER SLANT STACK MAY BE INSTALLED; MAY REQUIRE ADDillONAL EASEMENT. 6. TEMPORARY FACTORY CAP REQUIRED AT PROPERTY LINE. ----+--;;,�CONTROLLED SETTLEMENT JOINT FITTINGS. 45 ° • 60 ° (UNLESS OTHERWISE DIRECTED) WHEN TRANSillONING FROM C-900 PVC SEWER MAIN TO SDR-26 PVC LATERAL USE THE "SPECIFIED" BRAND FITTING (OR APPROVED EQUAL) OTHERWISE USE SDR-26 PVC FITTING l SPECIFIED FITTINGS OR EQUAL I CENTERLINE OF MAIN SEWER LINE �,Z-MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL AND BEDDING DETAIL) PIPING ELEVATION VIEW CONTRACTOR SHALL PROVIDE "AS-BUilT" SERVICE CONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. DEEP SANITARY SERVICE CONNECTION (GREATER THEN 12' DEPTH) NOTTO SCALE INFLOW PREVENTER REQUIRED FOR ALL MANHOLES ,r--.-7--_ 2'-0" _..j--;:--j -,; . ,_ _ __ 4'-0" -----1. PRECAST CONG. MANHOLE SEE PLAN SHTS FOR INVERTS GRADE PVC PIPE TO MATCH EX . DIAMETER OF THE FORCE MAIN 45" BENO (TYPICAL) VALVE BOX --•-j\ iiij-t!oo� l:tij COVER ic::=u- Fi ALUMINUM VALVE/,___, BOX TO TOP DROP FORCE MAIN PVC PIPING TO WITHIN 24" OF MANHOLE INVERT VOID AREA IN OVERSIZED HOLE TO BE FILLED WITH NON-SHRINK MORTAR OR GROUT (TYP . ) GATE VALVE REQUIRED PRIOR TO DROP SANITARY FORCE MAIN TO MANHOLE CONNECTION DETAIL NOTTO SCALE U) z w Q'.'. 2 WW z f- > o�� U) w a.. > tii 2 0 <( 2 al s w ::::J - f- U) w U) > ('.) >- f- <{ U) Q'.'. z Q'.'. ::::J <{ w 0 Q'.'. f- U O <{ >- 2 s Q'.'. Q'.'. 0 f- 0 z z f- <{ ::::J U) - 0 - z 00 u <( 0 f- Q'.'. [rl 0 u REVISIONS P-1P-1 0 0 C) wO �o 2 ...:l � 0 � E-, '""' u � iJ .; z '.'l z j'.: z 0 (.) z i= .; :, BID SET C 2024 Midwestern Engineers. Inc. 302 W�sl Broadway Street P.O. [lo� ;95 Loogootee, Imliana 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRKLBDH a.c. CHECK RAB PROJECT NUIABER 2022038-04 28 28 OF 48 I Fll.E NU�BER 43900 I Do Not Use Plan Previews for Take Off