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HomeMy WebLinkAbout05020007.16"SELF- SEALING" APPLICATION MANHOLE BASE TO BE SET ON KENT SEAL OR� EQUAL. T INFI- SHIELD "UNI BAND" OR EQUAL MATERIAL. ° 1/4" ±1/16" MIN. THICKNESS FROM 2" BELOW TOP OF CONE TO 2" OVER FLANGE PER a SPECIFICATIONS. CONCRETE DAM PIPE DIA. 4 PIPE DIA. _ VARIES e a.. WYE aA Z � ,d '° C J ' 45' BEND 10 ° a I DROP PIPE G N ° D CONCRETE a ENCASEMENT (2,500 P.S.I.) a..a A ENLARGE FOOTING ° FOR DROP PIPE. a. F47' aa..a..h..aa.....aa . 7 N NEENAH R- 1642 -A w /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" MACHINE BEARING SURFACE FINISHED GRADE 1/2 TRENCH DEPTH MIN. 24" DIA PRECAST CONCRETE ADJUSTER RINGS 4" MIN -12" MAX ° (SEE DETAIL) ECCENTRIC CONE SECTION NOTE _ q MANHOLE CONFORMS TO ASTM C -478 \ / JOINT CONFORMS TO ASTM C -443 SOIL Li \�\ PLACEMENT C� Z 48" OR 60" DIA W SEE SECTION 5.04K 1 DPW SPECS 0 -RING GASKET BETWEEN ALL RISER AND CONE d SECTIONS, PLUS 1/2" EXTRUDABLE GASKET ~ (KENT SEAL OR EQUAL) tD 12" MIN. 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 TRANSITION 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. $ MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING 0802 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 NO. 8 CRUSHED STONE SPRING LINE OF PIPE O.D. OF PIPE FOUNDATION 6" MIN. (REQUIRED IN UNSTABLE SOIL) 12" 12" (MIN.) (MIN.) TRENCH & PIPE EMBEDMENT DETAIL 5 0802 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' 30' MIN 45' MA /ISOMETRIC PLAN LONG RADIUS SECTION A —A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER COVER & SEAL * BELL HOLES SHALL BE PROVIDED I AND THE TRENCH PREPARED SO I I THAT THE BOTTOM IS PROPERLY I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED LENGTH. I I I I I I APPROX 90• I I I I I I I i LONG RADIUS CURVE I - - - - -- DIAMETER AS L_ ___ - - -___ _ SPECIFIED I I I ON PLANS I I I *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL C802 BUTYL RUBBER COATING AS PER SPECIFICATION PRECAST BASE MANHOLE STEPS II J__ ' NEENAH R- 1642 —A W /SELF 1238.1004 DRAWN BY: SEALING LID (OR EQUAL) WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL FINISH GRADE STAMPED "SANITARY SEWER" BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO ...........a .... _ ..... ...... ... DRAWING FILES: 0" V7.. o• o o• o o• o o• o o o° o c° ° o, ° O• ° o �6" NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW MIN. NO. 8 CRUSHED STONE o° o• o °o•o °o.o °o•o °o.o °o•o °o•o °o•o °o REQUIRED UNDER MANHOLE BASE PRECAST CONC. NOTE AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE N Q SECTION A —A w 2' -0" DIA. RINGS MANHOLE CONFORMS TO ASTM C -478 d � d JOINT CONFORMS TO ASTM C -443 (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD z z = TAPERED CONE PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF INFI- SHIELD "UNIBAND" Q) SECTION JURISDICTIONAL AUTHORITY IF MORE STRINGENT. OR APPROVED EQUAL SEAL o 1 E­4 4 CIO PER SPECIFICATIONS w w M1, all, \/\ V,_ z t° 0 Lj Y II PRECAST CONCRETE / SECTIONS II II II 4' /� 4 /\� o w �? -' a A II \ II /` ww= Nm"t 00 --' w II I rw J wa�M W o 1 (16" MAX.) II �>c�0 II I BEDDING I II NO. 8 CRUSHED STONE SPRING LINE OF PIPE O.D. OF PIPE FOUNDATION 6" MIN. (REQUIRED IN UNSTABLE SOIL) 12" 12" (MIN.) (MIN.) TRENCH & PIPE EMBEDMENT DETAIL 5 0802 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' 30' MIN 45' MA /ISOMETRIC PLAN LONG RADIUS SECTION A —A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER COVER & SEAL * BELL HOLES SHALL BE PROVIDED I AND THE TRENCH PREPARED SO I I THAT THE BOTTOM IS PROPERLY I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED LENGTH. I I I I I I APPROX 90• I I I I I I I i LONG RADIUS CURVE I - - - - -- DIAMETER AS L_ ___ - - -___ _ SPECIFIED I I I ON PLANS I I I *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL C802 BUTYL RUBBER COATING AS PER SPECIFICATION PRECAST BASE MANHOLE STEPS II J__ ' 4' -0" DIA. 1238.1004 DRAWN BY: FILL WITH ....... . .'. b...... d.... ..'a.'......'.... CONCRETE PLAN a ...... .. #4 ® 12" EA. WAY ...........a .... _ ..... ...... ... DRAWING FILES: 0" V7.. o• o o• o o• o o• o o o° o c° ° o, ° O• ° o �6" ° o• o° o• ° °o.o °o•o °o•o °o.o °o.o °o•o °o•o MIN. NO. 8 CRUSHED STONE o° o• o °o•o °o.o °o•o °o.o °o•o °o•o °o•o °o REQUIRED UNDER MANHOLE BASE H FOR LEVELING AND SUPPORT C• 4' -0" MIN. MANHOLE BASE FOR PRECAST O SECTION A —A w SANITARY MANHOLE DETAIL CARMEL 0802 PLACE 1/2- DIA I PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 463 PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v NOMINAL 1 2" BUTYL RUBBER BASE EXT�UDABLE PREFORMED GASKET MATERIAL TYP 34 "0.D. SEE DPW SPECS. GASKET DETAIL SECTION A —A ADJUSTING RING DETAIL (FIGURE 5 -413) '\0 w 4 " -12" 1/2" 2 0802 2500 psi CONCRETE / BOTTOM OF TRENCH 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 3 C802 SANITARY SEWER TYPICAL UTILITY CROSSING 4 cso2 66 Z O t!� w \\\`\`��� �QpN T• 4P �O\STERF s No. 10000075 ?0 O STATE OF �NDIANP fit DATE: 1/31/05 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) lf%bl 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.: 1131105 1238.1004 DRAWN BY: ct CKK O SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C802.DWG SHEET NO.: C802 H M O w d � d T -I z z � Q � Q) tW E­4 CIO w w DATE: PROJECT NO.: 1131105 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: SANITARY SEWER DETAILS DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C802.DWG SHEET NO.: C802