The URL can be used to link to this page

Home My WebLink AboutS-207102DETAIL BUILDING SEWER CONNECTION SCALE: NONE PLAN 201 C522 SUBGRADE ELEV FOR MATERIALS OVER SUBGRADE SEE SHEET C559. SUITABLE ACTUAL SIDE SLOPE BACKFILL MAT'L BY CONTRACTOR (S1, F1 OR F2) VARIES 4" -6I' (MIN.)`i�i� I =I 1 1 �r\ I —I I ( —Ili =_ _ _ - '� COVER TO FINISH GR WARNING TAPE __ I I =_ �= I-- I= �� -=--I� III = III =I I I I 11 III =III =III 1.7 GREEN & WHITE STRIPPED BEDDING AND INITIAL VARIES 6" (MIN) BACKFILL TYPE F3 / /ir /i. �� FOR RIGID PIPE & TYPE F4 FOR FLEXIBLE PIPE 4 (WHEN D <= 27 ") ��\ i / r / / / i r / r i. WORK BEDDING UNDER 6 (WHEN D >= 30 ")�r / / / /. / ! L ! r' /, C�i��`� PIPE HAUNCHES FOR FLEXIBLE PIPE '_NEW PIPE DIAMETER UNDISTURBED SUBGRADE 6" MIN. I I 6" MIN. TRENCH MAX. WIDTH 36" (WHEN D <= 15 ") OR 1.51) + 18" (WHEN D >= 18 ") SECTION SANITARY SEWER TRENCH A SCALE: NONE C502 C91 TRENCH NOTES 1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN THE CONSTRUCTION EASEMENT AND AS DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. 2. THE CONTRACTOR MAY USE ANY OF THE INDICATED TYPICAL TRENCH SECTIONS FOR THE EXCAVATION OF ALL SANITARY SEWER WORK UNLESS OTHERWISE NOTED. 3. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS. 4. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. 5. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. 6. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES AND TO 85 PERCENT IN LANDSCAPE AREAS.CDF BACKFILL & BEDDING CUT OUT SOFT AREAS SHALL BE USED AT UTILITY CROSSINGS 1,5 EITHER WAY) AND AT 12" MAX. DEPTH BACKFILL LOCATIONS WHERE NON- SETTLING BACKFILL IS REQ'D AS DIRECTED BY W /F2 TYPE MATERIAL OWNER'S REPRESENTATIVE. KOR -N -SEAL BOOT (TYP) (DIST BY NEW 4' ID MANHOLE P.I.P.E Inc. TACOMA WA.) FLOW CHANNEL (@ CHECK VALVE TIDE FLEX 20" MIN CHECK VALVE CHANNEL WIDTH) (OR APPROVED EQUAL) NOTE: MH 5 WILL HAVE 3 TIDEFLEX P �N S" DI PIPE CHECK VALVES DUCTILE IRON PIPE AWWA C 151 CL. 52 POINT OF CONNECTION NO HUB CAST IRON (CSTC SITE MATERIAL) PLASTIC FILM WRAP TO (SUPPORT FACILITIES 25 -02 & 25 -03 -PIPE MOUNTED EXTEND TO COVER BUILDING MATERIAL CONNECTION COUPLING ) STAINLESS STEEL MERCURY LEVEL TO EMCS CONTROL, ELEV 13.50, BY _ _ _ _ _ EMCS 5"0 FLOAT PEABODY BARNES m ¢ 25 -02 NO. 75327, OR BLDG APPROVED EQUAL - - - - - -- --______- KYP) ( DEEAL BOOT NEW 4' I.D. MANHOLE (TYP) (DIST BY PI MOUNTING ROMAC G P.I.P.E Inc. PIPE COUPLING OR � APPROVED EQUAL-J, C TACOMA WA.) FLOW CHANNEL �m D 1' -4" 5' -0" `` DUCTILE IRON o 13" 8" L.I. PIPE REDUCER/ / AWWA C 151 CL. 52 0 ° CHECK o TIDE FLEX ✓/ A* B* C D -� w z " (OR APPROVED 0' -4" 0' -4" 0' -8" 0' -8" n z EQUAL) 0-6" 0'-6" 0'-11" 0'-11" 5" (MIN) * - NOMINAL SIZE SECTION DETAIL POINT OF CONNECTION q DETAIL BACKFLOW F REVENTER 2 SCALE: NONE C201,C522 C522 SCALE: NONE C201 C522 wwoO-*%' -2-071 PIPE MATERIAL NOTES: 1. DUCTILE IROM PIPE; ASTM A 746, CLASS 52 SERVICE TYPE, INSIDE NOMINAL DIAMETER AS SHOWN ON PLAN VIEWS, BELL & SPIGOT ENDS. 2. DUCTILE IRON PIPE JOINT DEVICE, AWWA C111 RUBBER GASKET JOINT (PUSH ON), RESTAINED JOINTS SUCH AS FIELDLOK MANUFACTURED BY US PIPE OR APPROVED EQUAL. 3. PLASTIC FILM WRAP: WRAP PIPE & JOINTS IN ACCORDANCE WITH AWWA C105. 4. RAINWATER LEADERS: CONCRETE PIPE PER ASTM C14, CLASS III WITH RUBBER CONPRESSION JOINT. MANHOLE NOTES: 1. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6" AND MAXIMUM 18" ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2. MANHOLE RING AND COVER TO BE 24" CLEAR OPENING. EQUAL TO OLYMPIC FOUNDRY CO. NO. MH30 WITH SOLID LID EXCEPT FOR ONE 1" DIAMETER LIFT HOLE 8 1/2" FROM CENTER. COVER SHALL HAVE WORDING, "SEWER" FOR SANITARY SEWER. MANHOLE LOCATED WITHIN EASEMENT AND CITY OF RENTON RIGHT OF WAY SHALL HAVE BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY NO. MH30 D /T. 3. MANHOLE SHOWN IS 48" INSIDE DIAMETER. 6" MIN WALL THICKNESS, TO ACCOMMODATE SEWER PIPE THROUGH 21 ". 72" INSIDE DIAMETER MANHOLE SIMILAR, TO ACCOMMODATE SEWER PIPE THROUGH 36 ". MANHOLE WALL SHALL HAVE NOT LESS THAN 0.12 SQUARE INCH PER LINEAL FEET CIRCUMFERENTIAL REINFORCING STEEL BAR. ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C -478. 4. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C -443 SPECIFICATIONS. 5. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE DRILLED. 6. ALL PIPE THROUGH MANHOLE WALL SHALL HAVE "0" RING RUBBER GASKET, IN A MANHOLE COUPLING CONFORMING TO ASTM C -478 SPECIFICATIONS, JOHNS- MANVILLE OR EQUAL. FOR CONNECTIONS TO EXISTING MANHOLE, THE MANHOLE WALL SHALL BE CORE- DRILLED. A FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE INSTALLED. 7. PRECAST CONCRETE ITEMS MAY BE SUPPLIED BY THE FOLLOWING: ASSOCIATED SAND AND GRAVEL PIPE, INC. 2 8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL 3C82 1C82(D) 9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. M,27® 11. OPENING SHOULD BE ON DOWNSTREAM SIDE, 12. CONTRACTOR SHALL PROVIDE CALCULATIONS DETAILING A MINIMUM OF A 1.5 FACTOR OF SAFETY AGAINST FLOTATION FOR ALL MANHOLES WHEN THE WATER TABLE IS AT ELEVATION 16.4. & 1/2, SEC. 24, T 23ie, � `E.e W.M. NOTE: RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S RECORDS. .RECORD DRAWING! KCL /1 1.30.94 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R146'... - 5' EDGE OF 8" SITE SANITARY PROPOSED PROPOSED SEWER �` BLDG. PIPE BUILDING I 2 "x4" STUD SERVICE MARKER UP TO PAINT UPPER PORTION WHITE CLEANOUT AND STENCIL ON SIDE WORDING "SEWER" WITH 3" tl q HIGH BLACK LETTERS. C522 C523 POINT OF CONNECTION COORDINATES 8" SITE SANITARY SEWER POINT OF CONNECTION SEE DETAIL 4 C522 C522 DETAIL BUILDING SEWER CONNECTION SCALE: NONE PLAN 201 C522 SUBGRADE ELEV FOR MATERIALS OVER SUBGRADE SEE SHEET C559. SUITABLE ACTUAL SIDE SLOPE BACKFILL MAT'L BY CONTRACTOR (S1, F1 OR F2) VARIES 4" -6I' (MIN.)`i�i� I =I 1 1 �r\ I —I I ( —Ili =_ _ _ - '� COVER TO FINISH GR WARNING TAPE __ I I =_ �= I-- I= �� -=--I� III = III =I I I I 11 III =III =III 1.7 GREEN & WHITE STRIPPED BEDDING AND INITIAL VARIES 6" (MIN) BACKFILL TYPE F3 / /ir /i. �� FOR RIGID PIPE & TYPE F4 FOR FLEXIBLE PIPE 4 (WHEN D <= 27 ") ��\ i / r / / / i r / r i. WORK BEDDING UNDER 6 (WHEN D >= 30 ")�r / / / /. / ! L ! r' /, C�i��`� PIPE HAUNCHES FOR FLEXIBLE PIPE '_NEW PIPE DIAMETER UNDISTURBED SUBGRADE 6" MIN. I I 6" MIN. TRENCH MAX. WIDTH 36" (WHEN D <= 15 ") OR 1.51) + 18" (WHEN D >= 18 ") SECTION SANITARY SEWER TRENCH A SCALE: NONE C502 C91 TRENCH NOTES 1. THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN THE CONSTRUCTION EASEMENT AND AS DETERMINED BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS. TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE THE CONTRACTOR'S RESPONSIBILITY. 2. THE CONTRACTOR MAY USE ANY OF THE INDICATED TYPICAL TRENCH SECTIONS FOR THE EXCAVATION OF ALL SANITARY SEWER WORK UNLESS OTHERWISE NOTED. 3. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS. 4. PIPE BEDDING AND INITIAL BACKFILL SHALL BE ENCASED IN FILTER FABRIC WHERE SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ENGINEER. 5. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY W.I.S.H.A. PER CHAPTER 296 -155 WAC. 6. COMPACT BACKFILL TO 95 PERCENT IN FUTURE PAVED ZONES AND TO 85 PERCENT IN LANDSCAPE AREAS.CDF BACKFILL & BEDDING CUT OUT SOFT AREAS SHALL BE USED AT UTILITY CROSSINGS 1,5 EITHER WAY) AND AT 12" MAX. DEPTH BACKFILL LOCATIONS WHERE NON- SETTLING BACKFILL IS REQ'D AS DIRECTED BY W /F2 TYPE MATERIAL OWNER'S REPRESENTATIVE. KOR -N -SEAL BOOT (TYP) (DIST BY NEW 4' ID MANHOLE P.I.P.E Inc. TACOMA WA.) FLOW CHANNEL (@ CHECK VALVE TIDE FLEX 20" MIN CHECK VALVE CHANNEL WIDTH) (OR APPROVED EQUAL) NOTE: MH 5 WILL HAVE 3 TIDEFLEX P �N S" DI PIPE CHECK VALVES DUCTILE IRON PIPE AWWA C 151 CL. 52 POINT OF CONNECTION NO HUB CAST IRON (CSTC SITE MATERIAL) PLASTIC FILM WRAP TO (SUPPORT FACILITIES 25 -02 & 25 -03 -PIPE MOUNTED EXTEND TO COVER BUILDING MATERIAL CONNECTION COUPLING ) STAINLESS STEEL MERCURY LEVEL TO EMCS CONTROL, ELEV 13.50, BY _ _ _ _ _ EMCS 5"0 FLOAT PEABODY BARNES m ¢ 25 -02 NO. 75327, OR BLDG APPROVED EQUAL - - - - - -- --______- KYP) ( DEEAL BOOT NEW 4' I.D. MANHOLE (TYP) (DIST BY PI MOUNTING ROMAC G P.I.P.E Inc. PIPE COUPLING OR � APPROVED EQUAL-J, C TACOMA WA.) FLOW CHANNEL �m D 1' -4" 5' -0" `` DUCTILE IRON o 13" 8" L.I. PIPE REDUCER/ / AWWA C 151 CL. 52 0 ° CHECK o TIDE FLEX ✓/ A* B* C D -� w z " (OR APPROVED 0' -4" 0' -4" 0' -8" 0' -8" n z EQUAL) 0-6" 0'-6" 0'-11" 0'-11" 5" (MIN) * - NOMINAL SIZE SECTION DETAIL POINT OF CONNECTION q DETAIL BACKFLOW F REVENTER 2 SCALE: NONE C201,C522 C522 SCALE: NONE C201 C522 wwoO-*%' -2-071 PIPE MATERIAL NOTES: 1. DUCTILE IROM PIPE; ASTM A 746, CLASS 52 SERVICE TYPE, INSIDE NOMINAL DIAMETER AS SHOWN ON PLAN VIEWS, BELL & SPIGOT ENDS. 2. DUCTILE IRON PIPE JOINT DEVICE, AWWA C111 RUBBER GASKET JOINT (PUSH ON), RESTAINED JOINTS SUCH AS FIELDLOK MANUFACTURED BY US PIPE OR APPROVED EQUAL. 3. PLASTIC FILM WRAP: WRAP PIPE & JOINTS IN ACCORDANCE WITH AWWA C105. 4. RAINWATER LEADERS: CONCRETE PIPE PER ASTM C14, CLASS III WITH RUBBER CONPRESSION JOINT. MANHOLE NOTES: 1. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6" AND MAXIMUM 18" ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2. MANHOLE RING AND COVER TO BE 24" CLEAR OPENING. EQUAL TO OLYMPIC FOUNDRY CO. NO. MH30 WITH SOLID LID EXCEPT FOR ONE 1" DIAMETER LIFT HOLE 8 1/2" FROM CENTER. COVER SHALL HAVE WORDING, "SEWER" FOR SANITARY SEWER. MANHOLE LOCATED WITHIN EASEMENT AND CITY OF RENTON RIGHT OF WAY SHALL HAVE BOLT DOWN (LOCKING LID) RING AND COVER EQUAL TO OLYMPIC FOUNDRY NO. MH30 D /T. 3. MANHOLE SHOWN IS 48" INSIDE DIAMETER. 6" MIN WALL THICKNESS, TO ACCOMMODATE SEWER PIPE THROUGH 21 ". 72" INSIDE DIAMETER MANHOLE SIMILAR, TO ACCOMMODATE SEWER PIPE THROUGH 36 ". MANHOLE WALL SHALL HAVE NOT LESS THAN 0.12 SQUARE INCH PER LINEAL FEET CIRCUMFERENTIAL REINFORCING STEEL BAR. ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C -478. 4. ALL MANHOLE JOINTS USE A CONFINED ROUND RUBBER GASKET MEETING ASTM C -443 SPECIFICATIONS. 5. ALL HOLES FOR INLET AND OUTLET PIPE SHALL BE BLOCKED OUT AT THE TIME OF CASTING SECTIONS UNLESS THE WALLS ARE TO BE CORE DRILLED. 6. ALL PIPE THROUGH MANHOLE WALL SHALL HAVE "0" RING RUBBER GASKET, IN A MANHOLE COUPLING CONFORMING TO ASTM C -478 SPECIFICATIONS, JOHNS- MANVILLE OR EQUAL. FOR CONNECTIONS TO EXISTING MANHOLE, THE MANHOLE WALL SHALL BE CORE- DRILLED. A FLEXIBLE SEAL EQUAL TO KOR -N -SEAL SHALL BE INSTALLED. 7. PRECAST CONCRETE ITEMS MAY BE SUPPLIED BY THE FOLLOWING: ASSOCIATED SAND AND GRAVEL PIPE, INC. 2 8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL 3C82 1C82(D) 9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. M,27® 11. OPENING SHOULD BE ON DOWNSTREAM SIDE, 12. CONTRACTOR SHALL PROVIDE CALCULATIONS DETAILING A MINIMUM OF A 1.5 FACTOR OF SAFETY AGAINST FLOTATION FOR ALL MANHOLES WHEN THE WATER TABLE IS AT ELEVATION 16.4. & 1/2, SEC. 24, T 23ie, � `E.e W.M. NOTE: RECORD DRAWING INFORMATION OBTAINED FROM CONTRACTOR'S RECORDS. .RECORD DRAWING! KCL /1 1.30.94 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R146'... -