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HomeMy WebLinkAboutSewer Details 031924\\ (2) 4" x 4" COMBINATION CLEANOUT WITH BRASS COUNTERSUNK PLUGS DRILLED AND TAPPED FOR EXISTING MANHOLE �\ ,\ 1/4" - 20 SCREWS 12 12„ PROTECTIVE CONCRETE PAD / FINAL GRADE / / / fj ✓ "�� � GRAEXISTING LATERAL SEWER LINE EXISTING DE NATURAL GRADE ,��' '' - EXISTING SEWER LINE � \i\� COUPLING CONNECTOR REFER TO DRAWING ADJUSTABLE HOUSING GASKETED CLEANOUT PLUGS � � j #5.6 FOR DETAILS - NATIVE CLASS "B" CONCRETE f /-SELECT BACKFILL COMPACTED 4" CIP 2-WAY DOUBLE CLEANOUT 1 TO MIN 75%MODIFIED PROCTOR / _ �, \\\ % �� APPROVED VARIES 4" SDR 21 PVC SERVICE PIPE SEE — DETAIL 'A' ------------------- Milo - FLOW IN » SEWER MAIN FLOW PIPE MATERIAL SEWER PIPE 112 NOMINAL PIPE DIA .-) SELECT NATIVE MATERIAL FILL THE SPACE IN MANHOLE WALL, ALL THE WAY CONCRETE MANHOLE ADAPTER EXISTING AROUND HDPE PIPE WITH NON -SHRINK GROUT (REQ.) SECTION 4" 4" COMBINATION CLEANOUT I I' COMPACTED TO MANHOLE (CMA) FERNCO OR APPROVED WALL (2) x WITH BRASS COUNTERSUNK PLUGS 6" MINIMUM OF CLASS " CONCRETE ° MIN. 75/° MODIFIED 6" MIN. PROCTOR TO SPRINGLINE EQUAL. (REQUIRED) SLOPE GROUT FROM TOP OF HDPE TO A POINT 4" ABOVE TOP OF EXISTING DRILLED AND TAPPED FOR 2-6" 1/4" 20 SCREWS SEWER PIPE ALONG MANHOLE WALL. (REQ.) / - FINISH OFF INSIDE OF MANHOLE WITH NON -SHRINK GROUT (REQUIRED) / \ r TRENCH DETAIL FOR 4" SDR 21 PVC IN UNPAVED AREAS HDPE TO BE CENTERED ON THE EXISTING SEWER PIPE (TYP.) PROTECTIVE CONCRETE PAD TERMINATE HDPE 4" INSIDE MANHOLE WALL (REQUIRED) P o ° e : TO THE LRWRA FLOW ~ SEWER MAIN O O UNDISTURBED SOIL \ / IN ORDER TO ALLOW UNIFORM CN IN Mill? ROMAC COMPRESSION FIT SERVICE CONNECTION (OR APPROVED EQUAL) CONSISTS OF: / PIECES OF EXISTING ✓ TRANSITION, SMOOTH OUT THE INVERT OF MANHOLE WITH \ / �" S� @ O OA • PVC HUB • RUBBER SLEEVE SEWER PIPE AFTER NON -SHRINK GROUT REQUIRED) PIPE BURSTING ( 5� REFER TO DRAWING #5.5 FOR DETAILS PROCESS (TYPICAL) , _ _ _ EXISTING BENCH DETAIL'A' PLAN VIEW 5.2 5.3 4.3 3.2 TWO—WAY DOUBLE SEAL HOPE AT NEW CONSTRUCTION CONNECTION TRENCH BEDDING DETAILS FOR 4" SDR 21 PVC SERVICE PIPE Prepared By Scor TaylorP4) Updated 12/182020122935 PM MANHOLE DETAILS Prepared By Scutt Taylor Updated: 7129/2019 2 30 22 PM CLEANOUT DETAILS Prepared By Andy Stallings Updated: 7110120197:2643 AM TO HOUSE SERVICE DETAIL Prepared By. Andy Stallings Updated 710201972633 AM Water Reclamation Authority Drarwing Status: APPROVED Water Reclamation Authority Drawing Status: APPROVED Filenarne:43.dwg Water Reclamation Authority Drawing Status: APPROVED Filename: 5.2.dwg Water Reclamation Authority Drawing Status •:,? >z.3 ,. ";;t Fii.enanne: 5.3. di ` Filename'. 3. 2. dwg DUCTILE IRON SADDLE CASTING VIRGIN SBR COMPOUNDED fl SADDLE GASKET TAP OPENING SEWER PIPE DUCTILE IRON - SADDLE CASTING VIRGIN SBR COMPOUNDED SADDLE GASKET TAP T ASSEMBLY STEELSTRAP SEWER PIPE NUTS ARE TO BE TIGHTENED EVENLY, CAST IRON SOIL PIPE BELL ALTERNATING BETWEEN THEM, UNTIL A & SPIGOT STUB TORQUE OF 10-20 FT. LBS. IS REACHED VIRGIN SBR COMPOUNDED SADDLE GASKET DUCTILE IRON SADDLE CASTING STAINLESS STEEL STRAP TO BE WRAPPED AROUND SEWER PIPE WITH SEWER "THIS SIDE OUT" AS PRINTED ON THE PIPE sPIPEN PIPE STRAP COMPRESSION FIT SERVICE CONNECTION (FOR 12" & LARGER DIAMETER PIPE ONLY) DUCTILE IRON STAINLESS STAINLESS DUCTILE IRON SADDLE CASTING STEEL BAND STEEL BAND SADDLE BOLT CASTING ASSEMBLY VIRGIN SBR COMPOUNDED VIRGIN SBR i SADDLE GASKET COMPOUNDED STAINLESS SADDLE GASKET STEELSTRAP TAP OPENING SEWER PIPE TAPS CAST IRON SOIL PIPE BELL & SPIGOT STUB STAINLESS STEEL BAND VIRGIN SBR COMPOUNDED SADDLE GASKET OPENING PIPE NUTS ARE TO BE TIGHTENED EVENLY, ALTERNATING BETWEEN THEM, UNTIL A TORQUE OF 10-20 FT. LBS. IS REACHED -DUCTILE IRON SADDLE CASTING STAINLESS STEEL STRAP TO BE WRAPPED AROUND SEWER PIPE WITH sew ER [:EWER "THIS SIDE OUT' AS PRINTED ON THE °lPE "PE STRAP � COMPOSITE SADDLE FOR DUCTILE IRON SERVICES SADDLE DETAILS 5.5 Prepared By: Andy Stallings Updated. 7/10/2019 7:26:27 AM Drawing Status: APPROVED Fllename, 5 5.dwg 'W' MAX. = MINIMUM SAWCUTJOINT PAVEMENT f REPLACEMENT CLASS 7 ACKFILL ROCTOR DEPTHVARIES 6" MINIMUT M EXISTING GRADE B a w o= �o i 2" MINIMUM HOT MIX ASPHALT ,SAW CUT JOINT/EXISTING GRADE SELECT NATIVE BACKFILL MATERIAL MAY BE USED 95% MODIFIED PROCTOR CLASS I EMBEDMENT FOR FLEXIBLE PIPE. REFER TO DRAWING # 3.0 FOR DETAILS. 1/2 NOMINAL PIPE CLASS I EMBEDMENT, REFER TO DIAMETER DRAWING # 3.0 FOR MAXIMUM TRENCH WIDTH AT THE 6" MINIMUM TOP OF PIPE, "W" MAXIMUM. ASPHALT DRIVE/PARKING AREA REPAIR NOTE: MAXIMUM PAVEMENT REPLACEMENT PAYMENT WIDTH = "W" MAX + "h" SAW CUT JOINT EXISTING GRADE ---/\// / \/\-. O =n o %\\\ t O _ F 'W MAX. = MINIMUM PAVEMENT SAW CUT JOINT EXISTING GRADE REPLACEMENT -------------- F 3000 psi CONCRETE •.z—; =" CLASS7 ]BACKFILL 95% MODIFIED PROCTOR f CLASSIEMBEDMENT FOR FLEXIBLE PIPE. REFER TO DRAWING #3.0 FOR DETAILS. 1/2 NOMINAL PIPE CLASS I EMBEDMENT. REFER DIAMETER TO DRAWING # 3.0 FOR �" MAXIMUM TRENCH WIDTH 6" MINIMUM AT THE TOP OF PIPE, "W" MAXIMUM. CONCRETE DRIVE/PARKING AREA REPAIR t ASPHALT / CONCRETE DRIVE AND 6.2 ylor PARKING AREA REPAIR DETAILS Updat ed 7, /2019Scatt 39 Updated 7i37 t2019 9:39:54 AM Water Reclamation Drawing Status: APPROVED Authority F'iename: 6.2.dwg GREASE TRAP SAMPLE PORT CONCRETE-4500 PSI© 28 DAYS REINFORCEMENT-3X8 W3/2.5 WELDED REINFORCING FABRIC AND #3 REBAR ON 8" CENTERS IN BOTTOM. 4" OR 6'L----" KOR-N-SEAL CONNECTORS d RING AND COVERS WITH WATERTIGHT GASKETS HEIGHT TO FINISH GRADE. GRADE RINGS AS NEEDED 8" EXTERNAL BIDCO JOINT WRAP CLEAN OUT —\\ 2411 12" r a - <a e d n . e o ..e M SIDE VIEW r 12" THICK TRAFFIC / RATED LID RE CLEAN OUT aea 4 " SCH80 PVC NFL DENT ° EFFLUE e e a Q STAINLESS STEEL STRAPS AND ANCHOR BOLTS NT LKOR—N—SEAL CONNECTORS TOP VIEW A WIDE GREASE LWITH P LONG X L A 12" TRAFFIC RATED LID PRECAST AS PER PETERSON CONCRETE CO., LITTLE ROCK, AR CONCRETE REINFORCEMENT 4500 PSI CONCRETE © 28 DAYS TOP AND BOTTOM — 6X6X10 WIRE MESH, #4 REBAR ON 20" CENTERS SIDES — #4 REBAR ON 20" CENTERS, #12 TWISTED CABLE LOADING RINGS 8c COVERS 250-24 HEAVY DUTY CAST IRON m Z� ® 2 r-- Z O to V � Ilttti E S O �W6) 04 09 Q Z� Z O Z � W luo �Z0+ LU c W = I.� H O C0 LO N ch o � 0 : z jl Q J O O W oz� _ O Q W J O � O J V Q W Z O Q U O C) Z O O � 0 0 rc 3: z° a 0 L Ln O o I 8 o w �i ik {� 2 U w d u r