Midwestern Engineers, Inc. Plan Preview

0 w 0 � u z u 0 0 "•' N " u 0 " z 0 " 0 0 " u00 " w' � i 0 >� l �� "l ou "l' I Q , o ' N9 �I OM � m ,o - !::: ::3 mo ;� ·� Sw ' " 3� -� .. 20 "' -o00 u �z �-�o• �. >Y ;.;r>J _g .c :, iii <c DIFFERENCE IN REDUCER 1 NOMINAL SIZE I 2 · · I 4" 6" f f • I 12" 'A' RESTRAINED JOINT LENGTH 44'-0" 83'-0" 117'-0" 153'-0" 228 ' -0" w z ::, ;;: I ;,, �l "" ii' I I REDUCER CONNECT TO EXISTING SERVICE OR SEAL WITH FERNCO SHIELDED (NON-SHEAR) COUPLING DEAD END PLUG - -- -�*It 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 EBAA IRON, INC. SERIES 1100 AT MECHANICAL JOINTS, AND SERIES 1700 AT PIPE BELLS. 3. PVC PIPE SHALL BE RESTRAINED 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 ° 22 1/2 ° BRANCH FOR DEAD END 45 ° VERTICAL FITTING TAPPING PLUG OR HORIZ HORIZ. DOWNWARD SIZE HORIZ. SLEEVE OR IN-LINE BEND BEND BEND TEE VALVE BEND 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" s · · 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" RESTRAINED JOINT FITTING DETAILS NO SCALE FINISHED GRADE ��0c. BACKFILL (TYP ) ----- -- if) w er I co. COMPACTED GRANULAR \ o - - - - -;=--"<='- PROPOSED MECHANICAL JOINT RESTRAINED JOINT PIPE (SIZE VARIES) I. EXISTING/PROPOSED UTILITY LINE 10' MIN. (TYP.) EXISTING/PROPOSED PRESSURE MAIN (SIZE, MATERIAL, DEPTH VARIES) MECHANICALLY RESTRAINED JOINT 45 ° 0.1.M.J. ELBOW (4-TYPICAL) TYPICAL PRESSURE MAIN VERTICAL DEFLECTION NO SCALE ' A' 'A ' 22 1/2 ° 45 ° VERTICAL VERTICAL UPWARD DOWNWARD BEND BEND 17'-0" 13'-0" 24'-0" 19'-0 ' " 31'-0" 24'-0" 44'-0" 34'-0"' 51'-0" 40'-0 ' " 58'-0" 45'-0" STAINLESS STEEL SAE 316 --lfl--i"----n,----11i'""--ni--- 11" � - - 11 SIi- t - - - l-t- --------<LJ-_..,___,. --,- -<1------11'-- \l r-- - - � J PVC PIPE 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 ---1 A.R.1. D-020 COMBINATION AIR VALVE ,· ,,.� ' -- -.:.·c----{ ', I -,...'. """\ I . . . . ,, ./ • + • • - + • • • • . . . . . ...... - ..... ·.·.·.·.·-·.·.-. . - ....... • • • + • • • • • • ·.·.·.·•·.·.·.·.•.·.·.· ELEVATION HALLIDAY PRODUCTS, SERIES S1S 36" X 36" ACCESS HATCH 5' DIA. PRECAST CONG. BARREL 'A ' 22 112 ° VERTICAL UPWARD BEND 6'-0" 9'-0" 12'-0" 17'-0" 19'-0" 21'-0" EXISTING SANITARY SERVICE CONNECTION SERVICE WfE- NO SCALE MA!N SEWER LINE 6 ' " MIN. LATERAL SIZE 1/8 BEND CONNECT TO EXISTING SERVICE ______---,lfl-----,ir----"""111-.l..--,ii--11t- - 11" � - - J! l -*l ---*1-- --------\l.l------'II------- \l r-- - � J PLAN VIEW NOTES: 1. DUCTILE IRON FITIINGS ARE REQUIRED IN LIEU OF PVC\/WES IF SDR-21 OR C-900/C-905 PVC SEWER IS SPECIFIED. 2. ALL NEW SANITARY SERV!CE CONNECTIONS SHALL BE INSTALLED WITH A CLEANOUT EXTENSION. SEE CLEANOUT INSTALLATION DETAIL. 3. COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE 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. SHIIELDED (NON-SHEAR) COUPLINGS WITH STAINLESS STEEL STRAPS SHALL BE USED FOR CONNECTION TO EXISTING SERVICE AS NEEDED. SANITARY SERVICE CONNECTION NO SCALE 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 1 z ' • •• PLAN VIEW HALLIDAY PRODUCTS, SERIES S1S 36" X 36" ACCESS HATCH STAINLESS STEEL SAE 316 A.R.I. D-020 COMBINATION AIR VALVE • ' ;.-_L---+--- BALL VALVE � \_ 2" BALL VALVE (BRONZE) NOTE: FORCE MAIN SHALL BE LOCATED AT A DEPTH TO ACCOMMODATE AIR RELEASE VALVE. SECTION AIR RELEASE VALVE DETAIL NO SCALE � BELL RESTRAINT HARNESS JOINT RESTRAINT REQ'D PER TABLE IN SPEC ' S BEYOND FITIING EACH WAY MIN. PER TABLE FITIING WITH MECHANICAL JOINT RESTRAINED TO PIPE BY USE OF MEGA-LUG JOINT RESTRAINT, OR EQUAL ::,..: I w� STONE BED A' �REB � ro "' '"" . e- '-' er w w Q_ 0. if)z STONE BED A' BENT AS SHOWN #4 REBAR BENT AS SHOWN • SEE SPECIFICATIONS STONE BED JOINT RESTRAINT REQ'D PER TABLE IN SPEC'S BEYOND FITIING EACH WAY VERTICAL HORIZONTAL TYPICAL THRUST BLOCK DETAIL NO SCALE STEEL CAS!NG WITH BRICK / MORTAR END SEAL PER SPECIFICATIONS � TWO SPACERS I 6' - 1O' TYPICAL I - POLYETHYLENE I 2' FROM I PLACED AT EACH ' BETWEEN SPACERS ' ENCASEMENT REQ'D I BELL END OF OF CASING I I FOR ALL 0.1. PIPE I (TYPICAL) ' ' : ' ' I I I • s.. rr�------ 8 - ,_ ---- - ---- -- ----- ------ ----- -- ____ l FR j ' CASING PIPE_/ L NYLON CABLE TIES FOR \CARRIER PIPE TRACER WIRE, MIN. 2 PER PIPE TRACER WIRE - STAINLESS STEEL CASING SPACER WITH POLYMER RUNNERS TYPICAL CASING SPACERS AND END SEALS DETAIL NO SCALE BRICK AND MORTAR END SEAL (EACH END) (OR APPROVED EQUAL) TRACER WIRE PRESSURE MAIN SIZE AND TYPE AS SPECIFIED ON PLAN VIEW CASING SPACERS ON 8" CENTERS WELDED STEEL CASING SIZE AS SPECIFIED ON PLAN VIEW 2" PVC DRAIN (LOWER END ONLY) BRICK AND MORTAR END SEAL NO SCALE TYPICAL DETAILS RE"V1SIONS BID SET C 2024 �lidwest�m Enginc�rs. lnc. 802 West Broadway Stm'I P.O. Box 295 Loogool<:e. Indiana �7S53 DATE JULY 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2023083-00 1 8 18 Of 26 I FILE NUMBER I 44309 Do Not Use Plan Previews for Take Off