Midwestern Engineers, Inc. Plan Preview

Q Q � > � w' � X >0 J "' .� I .a : ,9_I •O A S'! --'1 = d �� • o• � ' it::! ;: "'I � N -N ID§ � 3w < •• ow • -" � Q £� al 0 ':!' �" zZ Oo' o< 5q .� £E , . <• CONCRETE COLLAR POURED AROUND aEANOUT COVER (3500 '51 ) '. 15 1/2" 10 1/4" 7 1/2" USF 7631 OR EQUAL CAST !RON CLEANOUT FRAME AND LID INSTALLED OR IJTILITY APPROVED EQUAL EXISTING GRADE FLUSH WITH FINISHED SURFACE SEE PAVEMENT REPLACEMENT REQUIREMENTS PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NVT SCREW CAP OR y·,,,,/ FLAT SLOTIEDSCREWCAP , / 0<.'v'X)<.XXY.' KOR·N-SEAL No. S406-10 AWS' ,'- --'� � WITH 10 1/4" BAND I --------PVC PIPE 4S 0 BEND SEE BACKFIU AND BEDDING REQUIREMENTS 6" SANITARY LATERAL HYMAX DRESS COUPLING OR FUTURE OR EXlSTINY APPROVED EQUAL PVC PIPE SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.) SLOPE 0 I I - - - -1..L.-�_L - "1 i.. i" : I 11 � -S O I TOM s- _J L:ECTION 'A-A' SEWER CUSTOMER'S PROPERTY FUTURE OR EXISTING SANITARY LATERAL 1 (WHEN INLINE LAYOUT REQ'D) I �-------l I I y ----------· INSTALL 1/2" PERFORMED JOINT MATERIAL AROUND CASTING A L CONCRETE COLLAR EASEMENT OR RIGHT-OF-WAY EASEMENT, RlGHT·OF·WAY OR PROPERTY LINE . '' 24 " 45 ° BEND CAST IRON CLEANOUT FRAME AND LID PLAN VIEW SEWER LATERAL A J SANITARY CLEAN OUT IN PAVED AREA NOTTO SCALE - -BLACK VINYL ROUND END & POST TOP CORNER POST r CHAIN LINK FABRIC, TOP SELVAGE TWISTED BLACK VINYL ROUND END & CORNER POS RAIL TIE #9 GAUGE WIRE MESH FABRIC w/BLACK VINYL 45" B/W ARM BLACK VINYL LINE POST (ROUND OR 1.66" [42.2MM] (1 5/8") OD TOP RAIL 0 1.66" [42.2MM] (1 5/8") OD BRACE RAIL BOTIOM SELVAGE KNUCKL E .D__, TURNBUCKLE TENSION BAR ADJUSTABLE TRUSS ROD ' n "c") 4 8 " LINE POST TIE 93" 0 "- - - - -1 O' - 0" MAX SPAC IN G -----� � 12" d CONG. TYPICAL FENCE SECTION ELEVATION - ROUND END POSTS ..· .. 0 0 d 0 • • BLACK VINYL CHAINLINK FENCE DETAIL -- 1 I y I FUTURE OR EXISTING 6" SANITARY LATERAL 15 1/2" 0 i 7 1/2" ,----�, ' ' / NOT TO SCALE USF 7631 OR UTILITY APPROVED EQUAL CAST IRON CLEANOUT FRAME AND LIO INSTALLED FLUSHWITH FINISHED SURFACE EXISTING GRADE PVC FEMALE CLEANOUT ADAPTER WITH INVERTED NUT SCREW CAP OR FLAT SLOITED SCREW CAP >: '« •/' KOR·N·SEAL No. 5406·10 AWS" 'f----1i7- - -- - - * WITH 10 1/4" BAND PVC PIPE 45 ° BEND PVC PIPE WfE SEE BACKFIU ANO BEDDING REQUIREMENTS SEWER LATERAL TYP. 6" (MIN,) @ 1.0% (MIN.) SLOPE -----------------L�- - -� - �---- - -- - - -.,.., BOTIOM OF TRENCH/ SECTION 'A-A' / SEWER CUSTOMER'S PROPERTY I EASEMENT OR RIGHT-OF-WAY -'\,�� � � �-+-�� � ��-== .c.===.cc-=-�����' 1r- - FUTURE OR EXISTING SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) l I I ,...,--------- 1 I y I A t_ INSTALL 1/2" PERFORMED JOINT AROUND CASTING j EASEMENT, RIGHT-OF-WAY OR/ : I PROPERTY LINE CAST IRON CLEANOUT FRAME AND LJD 45" BENO PLAN VIEW SEWER LATERAL A t SANITARY CLEAN OUT IN UNPAVED AREA NOTTO SCALE CENTERLINE OF MAIN SEWER LINE PIPING PLAN VIEW REFER TO I CLEANOLJT DETAILS I FINAL GRADE MARKER POLE WITH -- I I � #S REBAR -----i SERVJCE RESTORATION r (PER SPEdFICATIONS) CENTERLINE OF MAIN SEWER LINE 45 ° BEND REFER TO CLEANOUT DETAILS MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL AND BEDDING DETAIL) PIPING ELEVATION VIEW NOTE: I. NORMAL LATERAL SLOPE IS 'f" @ 1/4" PER FOOT, MINIMUM LATERAL SLOPE !S 6"@ 1/8" PER FOOT. 2. MlNlMUM COVER IS 3 FEET OVER PIPE. 3. ADDmONAL CLEANOUT REQUIRED AT RIGHT-OF-WAY WHERE LATERAL CROSSES ROADWAY. i. MINIMUM LATERAL SIZE FROM SEWER MAlN TO PROPERTY LINE CLEANOUT IS 6" S. WITH SEWER VTIUTY APPROVAL, DEEP SEWER SLANT STACK MAY BE INSTALLED; MAY REQUIRE ADDmONAL EASEMENT. IF CONNEcnNG TO EXISTING LINE, HYMAX COUPLING OR EQUAL REQUIRED. TEMPORARY FACTORY CAP REQUIRED AT PROPERTY LINE. FUTURE SANITARY LATERAL CONTRACTOR SHALL PROVIDE "AS-BUILT' SERVICE CONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. LATERAL CONNECTION LESS THAN 5' NOTTO SCALE w "' > RESIDENCE TO BE CONNECTED TO PUBLIC SEWER (IN-LJNE lAYOUTJ SANITARY LATERAL CLEANOUT (PER STANDARD DETAIL) w w � SANITARY LATERAL m 4" DI A (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) t;'.I CLEANOUT REQUIRED AT EASEMENT OR > PROPERTY LINES (PER STANDARD DETAIL) -- -- -- - - - - - - (� \ � ,/\.- BENDS AS REQ'D ----------- EXIST...,.,,­MANHOLE WYE CONNEmON ·. '• . 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 --..f\rFLOW DIREmON NOTE: 1. SEE STANDARD SANITARY CLEANOUT DETAILS. LATERAL SEWER CONNECTION DETAIL NOTTO SCALE CENTERLINE OF MAIN SEWER LINE PIPING PLAN VIEW REFER TO I CLEANOVT DETAILS I FINAL GRADE MARKER POLE WITH------- . J #5 REBAR SERVICE RESTORATION (PER SPECIFICATIONS) ! ( CENTERLINE OF MAIN I SEWER LINE REFER TO CLfAl,IOUT DETAll.S I SEWER LATERAL--./ 45 ° WYE CONNEcnONS 45 ° SEND SLOPE@ 1% PER EWSU APPROVAL 45 ° . 60 ° {UNL£SS OTHERWISE DIRECTED) L ' 3. s. ,. 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. ADDmONAL CLEANOLJT REQUIRED AT RIGl--fT-OF-WAY WHERE LATERAL CROSSES ROADWAY. MINIMUM LATERAL SIZE FROM SEWER MAlN TO PROPERTY LINE CLEANOVT JS 6" WITH SEWER UTIL.ITI APPROVAL, DEEP SEWER SLANT STACK MAY BE INSTALLED; MAY REQUJRE ADDmONAL EASEMENT. IF CONNECTING TO EXISTING LINE, HYMAX COUPLING OR EQUAL REQUIRED. TEMPORARY FACTORY CAP REQUIRED AT PROPERTY LINE. FUTURE SANITARY LATERAL l- -'l(Jfe:;:::=-=-== - - WHEN TRANSmONING FROM C -900 PVC SEWER MAlN TO SDR-26 PVC LATERAL USE THE "SPEOFlED" BRAND FITTING (OR APPROVED EQUAL OTHERWISE USE MAIN SEWER LINE (SEE SANITARY SEWER BACKFILL AND BEDDING DETAIL} SOR-26 PVC FITTING} PIPING ELEVATION VIEW CONTRACTOR SHALL PROVIDE "AS-BU!Lr SERVtcE CONNECTION TIE DOWN MEASUREMENTS TO THE OWNER, ENGINEER, AND PROPERTY OWNER. LATERAL CONNECTION MORE THAN 5' NOTTO SCALE TYPICAL DETAILS • u t:: - :E REVISIONS C o . - C 2024 Mid,.-.·.;temEngineers. Inc. S02 We,;1 llroadwuy Str�< ' I PO. Box 295 Loogootee.Indiana47553 DATE JUNE 2024 DESIGN TMK DRAWN DRKi'.MKW Q.C. CHECK CWR PROJECT NUMBER 2022115-00 8 8 OF 20 I ALE NUMBER I 43470 Do Not Use Plan Previews for Take Off