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HomeMy WebLinkAbout05030006.67"SELF- SEALING" APPLICATION MANHOLE BASE TO BE SET ON KENT SEAL OR EQUAL. �I N INFI- SHIELD "UNI BAND" OR EQUAL MATERIAL.—' 1/4" ±1/16" MIN. THICKNESS FROM 2" BELOW TOP OF CONE TO 2" OVER FLANGE PER SPECIFICATIONS. CONCRETE DAM PIPE DIA. 4 PIPE DIA. _ VARIES , 4 WYE 45' BEND DROP PIPE CONCRETE ENCASEMENT (2,500 P.S.I.) ENLARGE FOOTING FOR DROP PIPE. ZNEENAH R- 1642 -A w /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" MACHINE BEARING Z-1"—SuRFACE FINISHED GRADE PRECAST CONCRETE ADJUSTER 1/2 TRENCH 24" DIA �R,NGS 4' MIN -12" MAX DEPTH MIN. (SEE DETAIL) ECCENTRIC CONE SECTION II' II' 111 a NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 SOIL o PLACEMENT 48" OR 60" DIA U z w SEE SECTION 5.04K DPW SPECS ° ~ 0 -RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) -PIPE TO MANHOLE GASKET MEETING ASTM C -443 SHALL BE CAST INTO MANHOLE SECTION AT THE TIME OF MANUFACTURING. GASKET SHALL BE DESIGNED TO WITHSTAND UP TO 30" OF WATER PRESSURE MIN. 1/2" PER FOOT SLOPE PRECAST CONCRETE SECTIONS #4 REBAR @ 12" O.C. -B.W. MIN —I BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM FLOW CHANNELS -THE FLOW CHANNELS WITHIN MANHOLES SHALL BE AN INTEGRAL PART OF THE PRECAST BASE. THE CHANNELS SHALL BE SHAPED AND FORMED FOR A CLEAN TPANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF THE FLOW THROUGH THE MANHOLE. THE BENCH WALL SHALL BE FORMED TO THE CROWN OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL. THE BENCH WALL SHALL SLOPE BACK FROM THE CROWN AT 1/2" PER FOOT TO THE MANHOLE WALL. PRECAST REINFORCED CONCRETE DROP MANHOLE NOTE: MANHOLE SHALL INCLUDE STEPS. 8 MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING C$O2 OR AN APPROVED NON - CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. STEPS SHALL BE A MAXIMUM OF 24" FROM TOP, 24" FROM BOTTOM AND 16" SPACING BETWEEN. STEP TO MANHOLE INTERFACE SHALL 12" MIN. WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 111, 111, 111,1,11, 4, �l 4, BEDDING NO. 8 CRUSHED STONE SPRING LINE OF PIPE NEENAH R- 1642 -A W /SELF SEALING LID (OR EQU. L) FINISH GRADE STAMPED "SANITARY SEWER" PRECAST CONC. NOTE N�x 2' -0" DIA. RINGS MANHOLE CONFORMS r0 ASTM C -478 JOINT CONFORMS TO ASTM C -443 TAPERED CONE SECTION 4 - - -� - - - - -- s - -- z (,� III v. PRECAST CONCf SECTIONS o z� �zHj Wa _ 0 _j 00 d w waqw° (16" MAX.) 0- dLd wQ g > a INFI- SHIELD "UNIBAND "---'_ OR APPROVED EQUAL SEAL o PER SPECIFICATIONS 1 BUTYL RUBBER COATING AS PER SPECIFICATION O.D. OF PIPEF FOUNDATION 6" MIN. (REQUIRED IN UNSTABLE SOIL) 12' �12" (MIN.) (MIN.) SANITARY TRENCH & PIPE EMBEDMENT DETAIL 02 NORMAL GRADE - 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' ISOMETRIC PLAN MAIN SEWER LONG RADIUS SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 0 cso2 I —COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I I THAT THE BOTTOM IS PROPERLY I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I OTHERWISE SPECIFIED LENGTH. I I I I I I I APPROX 90• I I I I LONG RADIUS CURVE I / DIAMETER AS L_ __ - -- SPECIFIED I I ON PLANS ------------ --- --------- - - - - -- *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL c$o2 PRECAST BASE 00 4 3/11/05 1238.6001 DRAWN BY: �R II O � DETAILS It II II II D MANHOLE STEPS n' Z II I, cD a � W 0 yd � 4 I �. FILL WITH CV .... 4 z < ZNEENAH R- 1642 -A w /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" MACHINE BEARING Z-1"—SuRFACE FINISHED GRADE PRECAST CONCRETE ADJUSTER 1/2 TRENCH 24" DIA �R,NGS 4' MIN -12" MAX DEPTH MIN. (SEE DETAIL) ECCENTRIC CONE SECTION II' II' 111 a NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 SOIL o PLACEMENT 48" OR 60" DIA U z w SEE SECTION 5.04K DPW SPECS ° ~ 0 -RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) -PIPE TO MANHOLE GASKET MEETING ASTM C -443 SHALL BE CAST INTO MANHOLE SECTION AT THE TIME OF MANUFACTURING. GASKET SHALL BE DESIGNED TO WITHSTAND UP TO 30" OF WATER PRESSURE MIN. 1/2" PER FOOT SLOPE PRECAST CONCRETE SECTIONS #4 REBAR @ 12" O.C. -B.W. MIN —I BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM FLOW CHANNELS -THE FLOW CHANNELS WITHIN MANHOLES SHALL BE AN INTEGRAL PART OF THE PRECAST BASE. THE CHANNELS SHALL BE SHAPED AND FORMED FOR A CLEAN TPANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF THE FLOW THROUGH THE MANHOLE. THE BENCH WALL SHALL BE FORMED TO THE CROWN OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL. THE BENCH WALL SHALL SLOPE BACK FROM THE CROWN AT 1/2" PER FOOT TO THE MANHOLE WALL. PRECAST REINFORCED CONCRETE DROP MANHOLE NOTE: MANHOLE SHALL INCLUDE STEPS. 8 MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING C$O2 OR AN APPROVED NON - CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. STEPS SHALL BE A MAXIMUM OF 24" FROM TOP, 24" FROM BOTTOM AND 16" SPACING BETWEEN. STEP TO MANHOLE INTERFACE SHALL 12" MIN. WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 111, 111, 111,1,11, 4, �l 4, BEDDING NO. 8 CRUSHED STONE SPRING LINE OF PIPE NEENAH R- 1642 -A W /SELF SEALING LID (OR EQU. L) FINISH GRADE STAMPED "SANITARY SEWER" PRECAST CONC. NOTE N�x 2' -0" DIA. RINGS MANHOLE CONFORMS r0 ASTM C -478 JOINT CONFORMS TO ASTM C -443 TAPERED CONE SECTION 4 - - -� - - - - -- s - -- z (,� III v. PRECAST CONCf SECTIONS o z� �zHj Wa _ 0 _j 00 d w waqw° (16" MAX.) 0- dLd wQ g > a INFI- SHIELD "UNIBAND "---'_ OR APPROVED EQUAL SEAL o PER SPECIFICATIONS 1 BUTYL RUBBER COATING AS PER SPECIFICATION O.D. OF PIPEF FOUNDATION 6" MIN. (REQUIRED IN UNSTABLE SOIL) 12' �12" (MIN.) (MIN.) SANITARY TRENCH & PIPE EMBEDMENT DETAIL 02 NORMAL GRADE - 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' ISOMETRIC PLAN MAIN SEWER LONG RADIUS SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 0 cso2 I —COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I I THAT THE BOTTOM IS PROPERLY I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I OTHERWISE SPECIFIED LENGTH. I I I I I I I APPROX 90• I I I I LONG RADIUS CURVE I / DIAMETER AS L_ __ - -- SPECIFIED I I ON PLANS ------------ --- --------- - - - - -- *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL c$o2 PRECAST BASE 00 4 3/11/05 1238.6001 DRAWN BY: �R II O � DETAILS It II II II D MANHOLE STEPS � II I, 4' -0" DIA, W tr yd O ­11 FILL WITH z .... 4 z < PLAN a #4 0 12" EA. WAY 4... ..ADC • 4 .4 a.... C.. 3., o0 0 0• o•0 0 0.0 0.. 0 0 0.0 ct ° O. 0 0 '0. . O° O 0 0 0° 0. 0 o - O 0. IN 1 ZNEENAH R- 1642 -A w /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" MACHINE BEARING Z-1"—SuRFACE FINISHED GRADE PRECAST CONCRETE ADJUSTER 1/2 TRENCH 24" DIA �R,NGS 4' MIN -12" MAX DEPTH MIN. (SEE DETAIL) ECCENTRIC CONE SECTION II' II' 111 a NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 SOIL o PLACEMENT 48" OR 60" DIA U z w SEE SECTION 5.04K DPW SPECS ° ~ 0 -RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) -PIPE TO MANHOLE GASKET MEETING ASTM C -443 SHALL BE CAST INTO MANHOLE SECTION AT THE TIME OF MANUFACTURING. GASKET SHALL BE DESIGNED TO WITHSTAND UP TO 30" OF WATER PRESSURE MIN. 1/2" PER FOOT SLOPE PRECAST CONCRETE SECTIONS #4 REBAR @ 12" O.C. -B.W. MIN —I BEDDING: MATERIAL 6" #8 CRUSHED STONE MINIMUM FLOW CHANNELS -THE FLOW CHANNELS WITHIN MANHOLES SHALL BE AN INTEGRAL PART OF THE PRECAST BASE. THE CHANNELS SHALL BE SHAPED AND FORMED FOR A CLEAN TPANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF THE FLOW THROUGH THE MANHOLE. THE BENCH WALL SHALL BE FORMED TO THE CROWN OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL. THE BENCH WALL SHALL SLOPE BACK FROM THE CROWN AT 1/2" PER FOOT TO THE MANHOLE WALL. PRECAST REINFORCED CONCRETE DROP MANHOLE NOTE: MANHOLE SHALL INCLUDE STEPS. 8 MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING C$O2 OR AN APPROVED NON - CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. STEPS SHALL BE A MAXIMUM OF 24" FROM TOP, 24" FROM BOTTOM AND 16" SPACING BETWEEN. STEP TO MANHOLE INTERFACE SHALL 12" MIN. WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE B— BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. 111, 111, 111,1,11, 4, �l 4, BEDDING NO. 8 CRUSHED STONE SPRING LINE OF PIPE NEENAH R- 1642 -A W /SELF SEALING LID (OR EQU. L) FINISH GRADE STAMPED "SANITARY SEWER" PRECAST CONC. NOTE N�x 2' -0" DIA. RINGS MANHOLE CONFORMS r0 ASTM C -478 JOINT CONFORMS TO ASTM C -443 TAPERED CONE SECTION 4 - - -� - - - - -- s - -- z (,� III v. PRECAST CONCf SECTIONS o z� �zHj Wa _ 0 _j 00 d w waqw° (16" MAX.) 0- dLd wQ g > a INFI- SHIELD "UNIBAND "---'_ OR APPROVED EQUAL SEAL o PER SPECIFICATIONS 1 BUTYL RUBBER COATING AS PER SPECIFICATION O.D. OF PIPEF FOUNDATION 6" MIN. (REQUIRED IN UNSTABLE SOIL) 12' �12" (MIN.) (MIN.) SANITARY TRENCH & PIPE EMBEDMENT DETAIL 02 NORMAL GRADE - 1/4" PER FOOT MIN. -1/8" PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' ISOMETRIC PLAN MAIN SEWER LONG RADIUS SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 0 cso2 I —COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I I THAT THE BOTTOM IS PROPERLY I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I OTHERWISE SPECIFIED LENGTH. I I I I I I I APPROX 90• I I I I LONG RADIUS CURVE I / DIAMETER AS L_ __ - -- SPECIFIED I I ON PLANS ------------ --- --------- - - - - -- *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL c$o2 PRECAST BASE 00 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A -A SANITARY MANHOLE DETAIL 1 CARMEL C8O2 PLACE 1/2- DIA PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 163 PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v ::......... ...D: NOMINAL 1 /2" BUTYL RUBBER 24" I.D. 1" BASE EXTRUDABLE PREFORMED I- -, GASKET MATERIAL (TYP) 34 "0. D. SEE DPW SPECS. GASKET DETAIL SECTION A —A ADJUSTING RING DETAIL \f��� Vv 2500 psi CONCRETE BOTTOM OF TRENCH (FIGURE 5 -413) / / 1/2- 2 C802 Perspective View —earth cut away \ To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE r3 C802 SANITARY OR STORM SEWER -�� 0 TYPICAL UTILITY CROSSING 4 cso2 3 4 Y .Q Cii z CD W / /� /// ASTER, No. 10000075 STATE OF /, /0NAfL��� &� 1 DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering co 3/11/05 1238.6001 DRAWN BY: �R II O � DETAILS It II II II SHEET NO.: MANHOLE STEPS � II I, 4' -0" DIA, W O ­11 FILL WITH z .... 4 z CONCRETE PLAN a #4 0 12" EA. WAY 4... ..ADC • 4 .4 a.... C.. o0 0 0• o•0 0 0.0 0.. 0 0 0.0 ct ° O. 0 0 '0. . O° O 0 0 0° 0. 0 o - O 0. O° O w ° o. o° o•o °o• ° o.o °o.o °0.0 °0.0 °o•0 °0.0 _�6" MIN. NO. 8 CRUSHED STONE o° 0. 0 °0.0 °0.0 °0.0 °0.0 °0.0 °0.0 °0.0 °0 REQUIRED UNDER MANHOLE BASE I FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A -A SANITARY MANHOLE DETAIL 1 CARMEL C8O2 PLACE 1/2- DIA PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 163 PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v ::......... ...D: NOMINAL 1 /2" BUTYL RUBBER 24" I.D. 1" BASE EXTRUDABLE PREFORMED I- -, GASKET MATERIAL (TYP) 34 "0. D. SEE DPW SPECS. GASKET DETAIL SECTION A —A ADJUSTING RING DETAIL \f��� Vv 2500 psi CONCRETE BOTTOM OF TRENCH (FIGURE 5 -413) / / 1/2- 2 C802 Perspective View —earth cut away \ To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE r3 C802 SANITARY OR STORM SEWER -�� 0 TYPICAL UTILITY CROSSING 4 cso2 3 4 Y .Q Cii z CD W / /� /// ASTER, No. 10000075 STATE OF /, /0NAfL��� &� 1 DATE: 3/1/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 3/11/05 1238.6001 DRAWN BY: ct w O SANITARY SEWER DETAILS DRAWING FILES: N:\1238\6001\DWGS\PINCKNEY\C802.DWG SHEET NO.: � E— � W O ­11 z � z w wa ct w DATE: PROJECT NO.: 3/11/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N:\1238\6001\DWGS\PINCKNEY\C802.DWG SHEET NO.: