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Home My WebLink AboutS-20710CFOR 5/8" -11 N.C.xl 1/4" SS SOCKET HEAD CAP SCREW (3 REQ'D) A B 2" (TYP 8 PLC'S) : -TYP NON -SKID �' PATTERN ERN A F B 1 7/8" (NP) - 2" RAISED LETTERS 1/2" CORE 'SEWER" (TYP) DRILL & TAP 5/8" -11 N.C. 3/4" CORE (TYP) -\ UNDERSIDE SHOWN ON 23" B.C. (TYP 3 PLC'S) ON 23" B.C. FOR CLARITY FRAME (LOCKING) COVERCOVER(LOCKING) PLAN PLAN 26 3/8" PROVIDE GASKET TO MAKE AIR 25 1 4" /-& GAS TIGHT AS- REQUIRED. NON -SKID 24" 1° PATTERN 1 3/8' 5/� 3/8*-! i �6„ 23 1/4° 3/4" 1" SEAT - --I �-- 2 1/2 "I' 1-2" 33 1 SECTION A —A SECTION B —B SECTION SECTION DETAIL LOCKING MH FRAME & COVER 1 SCALE: NONE 3C82,4C85 3C82 I m A \ -GROUT BOTH PLAN VIEW SIDES TOP NOT SHOWN 2470 LOCKING FRAME & COVER AIR & GAS TIGHT ADJUST TO 3 PLCS. SEE DETAIL �1 VENT PIPES GRADE A 3C82 TO BLDG - ROOF (3 "0)-, FINISH GRADE f CLEAR ACCESS r✓ 24' OPENINGS T- MIN �'- GROUT BOTH SIDES •� SCALE: NONE - _ 1 CONE '° #4 12" OC PRECAST BAFFLE MORTAR JOINTS 4" THK I m A \ -GROUT BOTH PLAN VIEW SIDES TOP NOT SHOWN 2470 LOCKING FRAME & COVER AIR & GAS TIGHT ADJUST TO 3 PLCS. SEE DETAIL �1 VENT PIPES GRADE A 3C82 TO BLDG - ROOF (3 "0)-, FINISH GRADE f 24 °x6" FRAME & LOCKING LID `SEE DETAIL j / 3C8 3C82 r✓ 24' GREASE INTERCEPTOR NOTES: PRECAST BASE SECTION MIN �'- OR CAST IN PLACE ANY SCALE: NONE ''° 1 CONE '° #4 12" OC NI a MORTAR JOINTS EACH WAY BE CAST IN PLACE TREMIE STEPS #8 DEFORMED BAR, SEE DETAIL 2 j PLUG. STEPS SHALL BE INCLUDED 3C821C82(D) j 48„ TO OUTLET SCALE: NONE SECTION F SEE NOTE 3 24 "x6" FRAME & LOCKING LID z JCORPORATING RENTON COMMENTS PRECAST SECTION MANUFACTURER'S 6" MIN STANDARD REINFORCEMENT. CAST 0 _ iv IN PLACE #4 BARS AT 12" OC EA I co WAY r` i 6 1/2" I i I I MAX PIPE SIZE -21" I.D. d i d 3. WWF ASTM A -185 GRADE 65. I 'fl LADDER -STD ALUMINUM g' (D OR GALVANIZED STEEL MIN j °o o c3 w 1 CONCRETE SHELF MORTAR FILL T V) z ADJUSTING RINGS OR BLOCKS AS REQUIRED PRECAST VALVE o - CHAMBER CONE ° RCP OR EQUAL ADAPTOR ° COLLAR RUBBER 8 "/12" PIPE GASKET ° d r ` GREASE INTERCEPTOR NOTES: PRECAST BASE SECTION MIN �'- OR CAST IN PLACE ANY SCALE: NONE ''° MANHOLE 9' -O" OR MORE S. 1112, SEC. 24, L 23N., R. 4E., W.I. '° #4 12" OC BELOW FINISH GRADE SHALL 3 "0 INLET EACH WAY BE CAST IN PLACE TREMIE cv DEPARTMENT OF PUBLIC WORKS ® RECORD DRAWING m CSTC SITE DEVELOPMENT SANITARY SEWER DETAILS PLUG. SHEET 3 DETAIL STANDARD MANHOLE SANITARY 2 TO OUTLET SCALE: NONE SECTION 3Ca,3C9,3C14 3C82 24 "x6" FRAME & LOCKING LID I LJ JCORPORATING RENTON COMMENTS SEE DETAIL I 3C82 3C82 ADJUSTING RINGS OR BLOCKS AS REQUIRED PRECAST VALVE o - CHAMBER CONE ° RCP OR EQUAL ADAPTOR ° COLLAR RUBBER 8 "/12" PIPE GASKET ° 48, POURED IN PLACE BASE 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 1/27 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. SHALLOW MANHOLE NOTES: 8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL _ 2 SC82 1C82(D) 9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 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. 24"x6" FRAME & LOCKING LID SEE DETAIL 3C82 3C82 1 4" MIN/ 12" MAX DETAIL EXTRA SHALLOW MANHOLE TYPE "B "J SCALE: NONE 3C8 3C82 4" MIN - o 12" MAX d- XZ I <� aQ.pa. _ I_ I- 24 _ I _001-- d M �h N O ° N w 4„ 54„ m 00 i _z d r ` GREASE INTERCEPTOR NOTES: MIN DETAILSANITARY SHALLOW MANHOLE TYP "A" �F \ SCALE: NONE 1 NOTES: S. 1112, SEC. 24, L 23N., R. 4E., W.I. 1 . RECORD DRAWING INFORMATION OBTAINED 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH 3 "0 INLET - cv DEPARTMENT OF PUBLIC WORKS ® RECORD DRAWING m CSTC SITE DEVELOPMENT SANITARY SEWER DETAILS SHEET 3 ny J.D -C. TO OUTLET f'c = 4500 psi. I.E. =9.37 Of w I LJ JCORPORATING RENTON COMMENTS I I PRECAST II I Q Dec NO. 25.YD -3C82 _ iv I.E. =9.12 2. REBAR ASTM A -615 GRADE 60. co 0 BY APPR. BAFFLE 1 I APPROVED: i I I 0 d 3. WWF ASTM A -185 GRADE 65. I 'fl w o (D J¢ 4 1HK I I 0 TEE WITH Q I I i I °o o c3 w 1 4. DESIGN: ACI- 318 -B3 BUILDING CODE V) z 1 `n ° SURFACE � I °o �O 1 I `t 0) ASTM C0857 MINIMUM STRUCTURAL DESIGN EXTENSIONS I I I I I Q LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES. m I 5. LOADS: H -20 TRUCK WHEEL w /30% IMPACT 1' -0" TYP PER AASHTO. GROUT ALL AROUND BOTH / SLOT I 6. FILL w CLEAN WATER PRIOR TO START UP SIDES OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. SECTION A —A 8. GRAY WATER ONLY, BLACK WATER SHALL DETAIL GREASE INTERCEPTOR 3 BE CARRIED BY SEPARATE SIDE SEWER, SCALE: NONE 4,000 GALLON CAPACITY 3C14,3C6? 3C82 yYWp_.i7o ?d7/ 48, POURED IN PLACE BASE 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 1/27 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. SHALLOW MANHOLE NOTES: 8. STEP TO BE #8 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. SEE DETAIL _ 2 SC82 1C82(D) 9. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 10. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 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. 24"x6" FRAME & LOCKING LID SEE DETAIL 3C82 3C82 1 4" MIN/ 12" MAX DETAIL EXTRA SHALLOW MANHOLE TYPE "B "J SCALE: NONE 3C8 3C82 4" MIN - o 12" MAX d- XZ I <� aQ.pa. _ I_ I- 24 _ I _001-- d M �h N O ° N w 4„ 54„ m 00 i _z CAA/07.13.94 I ALI I I I T I I I I _ I I I AL I I I I I I Ii I I I I I Ai 1 11 1 1 I g 8 17 16 15 14 13 12 11 10 9 8 7 6 MICROSOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Rl 46 iM 2 6" MIN DETAILSANITARY SHALLOW MANHOLE TYP "A" �F \ SCALE: NONE 3C8,3Cl9i3C82 NOTES: S. 1112, SEC. 24, L 23N., R. 4E., W.I. 1 . RECORD DRAWING INFORMATION OBTAINED evardrup 3300 Carillan Point c o R P c RAT o N d, 083 (206) 822 -33 00 FROM CONTRACTOR'S AS -BUILI S. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ® RECORD DRAWING m CSTC SITE DEVELOPMENT SANITARY SEWER DETAILS SHEET 3 'ECORD DRAWING J.D -C. 06.15.94 DESIGNED: C.L.D. DRAWN: T.R.B. c DATE: 02.08.92 FILE NAME: C8F00617 JCORPORATING RENTON COMMENTS J.D.C. 10.08.92 scAZE:AS NOTED Dec NO. 25.YD -3C82 3SUE FOR CONSTRUCTION J.D.C. 10.08.92 REVISION BY APPR. DATE APPROVED: SE=: OF: CAA/07.13.94 I ALI I I I T I I I I _ I I I AL I I I I I I Ii I I I I I Ai 1 11 1 1 I g 8 17 16 15 14 13 12 11 10 9 8 7 6 MICROSOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Rl 46 iM 2