Midwestern Engineers, Inc. Plan Preview

' A' DIFFERENCE RESTRAINED IN REDUCER JOINT NOMINAL LENGTH SIZE 2" 44 ' -0" 4" 83'-0" 6" 117 ' -0" 8" 153'-0" 12" 228'-0" DEAD END PLUG -----441> REDUCER TEE NOTE: TABLE VALUES BASED UPON A 4' MINIMUM BURY, GRANULAR BACKFILL, TYPE 2 LAYING CONDITION. 150 psig TEST PRESSURE AND A 2:1 FACTOR OF SAFETY FOR POLY WRAPPED DUCTILE IRON OR PVC PIPE. 'A' 90 ° BEND NOTES: 1. FITIINGS TO BE RESTRAINED WITH EBAA IRON MEGA-LUG SERIES 1000 OR 2000 PV OR APPROVED EQUAL FOR DUCTILE IRON OR PVC WATER MAIN, RESPECTIVELY. 2. DUCTILE IRON PIPE SHALL BE RESTRAINED WITH EBM IRON, INC. SERIES 1100 AT MECHANICAL JOINTS, AND SERIES 1700 AT PIPE BELLS. 3. PVC PIPE SHALL BE RESTRAJNED WITH EBAA IRON, INC. SERIES 2000 AT MECHANICAL JOINTS, AND SERIES 1600 OR 2800 AT PIPE BELLS. 4. TO STABILIZE THE JOINTS AT TEES, THE CONTRACTOR SHALL PROVIDE RESTRAINT DEVICES ON BOTH RUN JOINTS OF ALL TEES. FULL LENGTHS OF PIPE SHOULD BE USED AT TEES. ' A ' 'A' A' 'A ' 'A ' 'A' 90 ° 45• BRANCH FOR DEAD END 45 ° VERTICAL FITIING 22 112 ° TAPPING PLUG OR SIZE HORIZ. HORIZ. HORIZ. SLEEVE OR IN-LINE DOWNWARD BEND BEND BEND TEE VALVE BENO 4" 31' - 0" 13'-0" 6'-0" 54'-0" 54'-0" 34'-0" 6" 45'-0" 19'-0" 9'-0" 77'-0" 77'-0" 49'-0" 8" 58'-0" 24'-0" 12'-0" 101'-0" 101'-0" 64'-0" 12" 83'-0" 34'-0" 17'-0" 146'-0" 146'-0" 93'-0" 14" 96'-0" 40'-0" 19'-0" 169'-0" 169'-0" 107'-0" 16" 108'-0" 45'-0" 21'-0" 191'-0" 191'-0" 121 ' -0" ' A ' ' A' ' A' 22 1/2 ° 45 ° VERTICAL 22 112 ° VERTICAL VERTICAL DOWNWARD UPWARD UPWARD BEND BEND BEND 17'-0" 13'-0" 6'-0" 24'-0" 19'-0" 9'-0" 31'-0" 24'-0" 12'-0" 44'-0" 34 ' -0" 17'-0" 51'-0" 40'-0'' 19'-0" 58'-0" 45'-0" 21'-0" RESTRAINED JOINT FITTING DETAILS NO SCALE FINISHED GRADE :«:«<«<«<«<«<«<«<«<«<�«<«<«<«<«<«<«<� «<«<«<«<«<«<«<«<«<«<«<«<«<«<«<«<««<-:::. SERVICE WYE w z ::, ,. "' "' �I "" crl I BACKFILL (TYP ) ----- -- "''" � I cu. EXISTING/PROPOSED UTILITY LINE COMPACTED GRANULAR � � - - - - - ,:;:--C::'s::-,,__ - - - - - - 10' MIN. (TYP , ) EXISTING/PROPOSED PRESSURE MAIN (SIZE, MATERIAL, DEPTH VARIES) PROPOSED ME:CHANIGAL JOINT RESTRAINED JOINT PIPE;: (SlZE VAR!f:.S) MECHANICALLY RESTRAINED JO!Ni 45 ° D.1.M.J. ELBOW (4-TYPICAL) TYPICAL PRESSURE MAIN VERTICAL DEFLECTION - - - Nd tGAL� CONNECT TO EXISTING SERVICE OR SEAL WITH FERNCO SHIELDED (NON-SHEAR) COUPLING _.---fll--t'�-,11""-11r- - 1H- - -11 -ilf---f< t -- - I+ , ,,- -__�, l--4---<>-,-'11--u>- - \U- - - -4 J PVC PIPE ELEVATION EXISTING SANITARY SERVICE CONNECTION • NO SCALE s I/ / / r MAIN SEWER LINE 6" MIN. LATERAL SIZE 1/8 BENO CONNECT TO EXISTING SERVICE ---1'1l--ia--nr-L-,,r--+- IH- - - 1, 1 -*l---*l-- --11 f-'"--lll---lU--lUJ- - J.J. ' - - -4 J PLAN VIEW NOTES: 1. DUCTILE IRON FITIINGS ARE REQUIRED IN LIEU OF PVC WYES IF SDR-21 OR C-900/C-905 PVC SEWER IS SPECIFIED. 2. ALL NEW SANITARY SERVICE CONNECTIONS SHALL BE INSTALLED WITH A CLEANOUT EXTENSION. SEE CLEANOUT INSTALLATION DETAIL. 3 COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER VI/YE AND BEND. IF PROPER COMPACTION CANNOT BE ACHIEVED, PLACE A MINIMUM OF 6" OF CLASS B CONCRETE AROUND 1/8 BEND. 4 SERVICE LINES TO BE INSTALLED AND PLUGGED PRIOR TO LOW-PRESSURE AIR TESTING WITH THE SEWER MAIN. 5. SHIELDED (NON-SHEAR) COUPLINGS WITH STAINLESS STEEL STRAPS SHALL BE USED FOR CONNECTION TO EXISTING SERVICE AS NEEDED. SANITARY SERVICE CONNECTION NO SCALE STEEL CASING WITH BRICK / MORTAR END SEAL PER SPECIFICATIONS CASING SPACERS - TWO SPACERS I ON 8' CENTERS I - POLYETHYLENE I 2' FROM I PLACED AT EACH : (TYPICAL) : ENCASEMENT REQ'D i BELL END END OF CASING I I FOR All D.I PIPE (TYPICAL) ' : ' ' ' I r I '·--± ---------+---------------;--- ' -,--- �---------- ,----- -' \ = � --- ' . CASING PIPE7 \CARRIER PIPE '- NYLON CABLE TIES FOR TRACER WIRE, MIN 2 PER PIPE lRACER WIRE � T p STAINLESS S EEL CASING SPACER WITH OLYME RUNNERS R TYPICAL CASING SPACERS AND END SEALS DETAIL 2" PVC SOR 21 PIPING LAID ON A POSITIVE SLOPE FROM FORCE MAIN TO AIR RELEASE VALVE 2" BALL CORP. STOP PIPE SADDLE -(FORD S-70) FORCE MAIN---l NO SCAI..E STAINLESS STEEL SAE 316 A.R.I 0-020 COMBINATION AIR VALVE •: ,,-·-\ -- --.·,----r , I -- '"•"",'-.;:---\ I .... . . . ��_./ ..... . . . . . • • • • • + .·.·.·.· .·.·.' • • + • • • + • . . .. . . .. . ' ... . ...... . . . . . . . . . . ' • • • • + • • • • • • 5' DIA. PRECAST CONG. BARREL HALLIDAY PRODUCTS, SERIES S1S 36" X 36" ACCESS HATCH 5' DIA. PRECAST CONG. BARREL 2" PVC SOR 21 PIPING LAID ON A POSITIVE SLOPE FROM FORCE MAIN TO AIR RELEASE VALVE 2" BALL CORP. STOP � PIPE SADDLE (FORD S-70) �".....__ FORCE MAIN z " • " • • • • . • PLAN VIEW FLUSHING \ CONNECTION \ \_2" BALL VALVE (BRONZE) SECTION HALLIDAY PRODUCTS, SERIES S1S 36" X 36" ACCESS HATCH • z •.,i- " • ' STAINLESS STEEL SAE 316 A.R.I. 0-020 COMBINATION AIR VALVE I --- BALL VALVE NOTE: FORCE MAIN SHALL BE LOCATED AT A DEPTH TO ACCOMMODATE AIR RELEASE VALVE. AIR RELEASE VALVE DETAIL NO SCALE NOTES: 1. INDICATOR WIRE SHALL BE INSTALLED ALONG PROPOSED FORCE MAIN: SUCH THAT THE MAXIMUM DISTANCE BETWEEN ANY TWO LOCATIONS FOR SIGNAL STATIONS JS 1000 FEET. 2 TRACER WIRE SHALL BE RUN INTO AND UP THE SIDES OF ALL MANHOLES/STRUCTURES AND BE SEALED NEAR THE CASTING. 3 UTILITY LOCATOR STRUCTURES ABOVE GRADE TO BE OFFSET FROM PROPOSED MAIN AS NECESSARY FOR INSTALLATION AT THE R-0-W LINE WITHIN AN EASEMENT OR AS OTHERWISE SPECIFICALlY INDICATED IN THE PLANS. 4. CONTRACTOR TO ADD MARKERS AND GENERATOR STATIONS AT EACH SIDE OF All BORE LOCATIONS. --- ,, ; ' ; UTILITY LINE MARKER, GREEN W/ DUAL SIDED "SANITARY SEWER PIPELINE" WARNING DECALS (TUFF-FLEXTM BY CARSON!TE INTERNATIONAL OR APPROVED EQUAL) TRACER WIRE #10�-LI SOLID COPPER HMWPE GREEN CAST IRON COVER (COLOR CODED PER APWA STANDARDS) INSTALL FLUSH WITH SURROUNDING SURFACE 7, /, / 7, , , 7, , 2' EXCESS ABOVE GRADE, #10 SOLID COPPER HMWPE TRACER WIRE LOOPED AND CONNECTED TO BRASS SCREW PER MANUFACTURER'S RECOMMENDATIONS SNAKE PIT MAGNETIZED TRACER BOX BY COPPERHEAD INDUSTRIES, LLC OR APPROVED EQUAL. BACKFILL WITH #8 CRUSHED STONE FOR SUPPORT 12" - 18" (#8 CRUSHED STONE TO BOTIOM OF TRACER BOX) MAIN LOCATOR SIGNAL STATION NO SCALE CASING SPACERS ON 8' CENTERS (TYPICAL) � ( ' I BRICK AND MORTAR END SEAL (EACH END) TRACER WIRE CARRIER PIPE WELDED STEEL CASING 2" PVC DRAIN (LOWER END ONLY) BRICK AND MORTAR END SEAL NO SCALE FINISHED GRADE 6" NON-CORROSIVE EXPANSION�PLUG. EXPANSION PLUG FLANGE SHALL EXTEND BEYOND CLEANOUT 1.0. AND BE LOCATED WITHIN 6" OF FINISHED GRADE 6" SDR-35 45 ° BENO (GxS) REDUCING 6" SOR-35 \NYE (GxGxG) PROPOSED 6" SDR-35 SANITARY SEWER LATERAL CAST IRON CLEANOUT FRAME & COVER MARKED "SEWER" SUPPORT ON COMPACTED #8 STONE, EJIW 1573, OR EQUAL 6" SDR-35 PVC CLEANOUT RISER - CLEANOUT RISER TO BE INSTALLED AT PROPERTY LINE/ROW (WITHIN 5 FEET) SS SHIELDED (NON-SHEAR) COUPLING CLEANOUT INSTALLATION NO SCALE TYPICAL DETAILS REVISIONS 3/15/24 BID SET C2024 Midweskm Engineers. !nc. 802 W<lS! Broadway Stree1 P.O. Box 295 Loogootee. lndiuna 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M,M,C Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 26 26 OF 35 11 FllE NUMBER LjL/ /02 Do Not Use Plan Previews for Take Off