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HomeMy WebLinkAbout05050013.9IRB & GUTTER E CASTING WASTE- DRAINS TO WATERWAY" -T _ NOTE: AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. .� � .CED CONC. BASE NOTE: STRUCTURES SHALL PROVIDE PRECAST INLETS WITH PRECAST OPENINGS. CHAIRBACK CURB_ INLET DETAIL 12 C8o2 1313❑❑ 013110 01:3 ❑❑❑❑13 13 0000❑❑ ❑0000❑ � ❑ ❑0 % STORM MANHOLE NEENAH TYPE CASTING No. 1772 -A GRADE - \ T. C. "DUMP NO WASTE- DRAINS TO WATERWAY" 24„ �.o. OPENING 4:.A Ho .V. °. Az D. . I I I I I I I I I I STANDARD REINFORCED CONC. BASE STORM STRUCTURE DETAIL C8o2 �C7 C7 C700� C�OOOOOO O O O O O O O 0 0 0 0 0 0 0 O O O O O p O O O O O O p p N 0. 3405- A NEENAH CASTING "DUMP NO WASTE- DRAINS TO WATERWAY' ASPHALT T C ASPHALT °. D. . 24" ®. OPENING 4. .'A NOTE: 001 ..V.' V'V °' AS DETAIL SHOWS, STRUCTURE SHALL BE CONSTRUCTED SUCH THAT NO PART OF THE STRUCTURE EXTENDS UNDER THE MAINLINE PAVEMENT BEYOND THE LIMIT OF THE CASTING FRAME. I I I I o. ..p. d.. p....° ...P ...a .. . . ... ...... .. D.. STANDARD REINFORCED CONC. BASE NOTE: STRUCTURES SHALL PROVIDE A PRECAST INLETS WITH PRECAST OPENINGS. UP TO 33" PAVED AREA INLET DETAIL 14 !`Rn� I� I Ir MAX. WIDTH A 115 MIN. WIDTH B (2'-6" MIN.) IL I V I I� N? IE SEWER AS t,i PER PLAN 7 Ir COMPACTED #8 CRUSHED STONE D/4 OR 6" MIN SANITARY SEWER TRENCH DETAIL rcn COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I OTHERWISE SPECIFIED LENGTH. I I I I I I I I APPROX 90' I I I I I LONG RADIUS CURVE I - _ - - _ _ - DIAMETER AS _____ _____J L_ SPECIFIED I I ON PLANS j *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL ,o C802 Emamm OEM SOIL) PLACEMENT PIPE SIZE A 1238.040 DRAWN BY: BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO UP TO 33" D + 16" j7= D q12" 1/2 TRENCH 36" AND GREATER D + 24" D + I� I Ir MAX. WIDTH A 115 MIN. WIDTH B (2'-6" MIN.) IL I V I I� N? IE SEWER AS t,i PER PLAN 7 Ir COMPACTED #8 CRUSHED STONE D/4 OR 6" MIN SANITARY SEWER TRENCH DETAIL rcn COVER & SEAL * BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO I THAT THE BOTTOM IS PROPERLY I I USE 6" SEWER PIPE UNLESS SUPPORTED THROUGHOUT ITS I OTHERWISE SPECIFIED LENGTH. I I I I I I I I APPROX 90' I I I I I LONG RADIUS CURVE I - _ - - _ _ - DIAMETER AS _____ _____J L_ SPECIFIED I I ON PLANS j *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL ,o C802 Emamm OEM SOIL) PLACEMENT 12" MIN. -NO. 8 CRUSHED STONE SPRING LINE OF PIPE FINISH GRADE INFI- SHIELD "UNIBAND "� OR APPROVED EQUAL SEAL C PER SPECIFICATIONS O.D. OF PIPE FOUNDATION 6" MIN. �12 (REQUIRED IN UNSTABLE SOIL) 12" (MIN.) (MIN.) SANITARY TRENCH & PIPE EMBEDMENT DETAIL 5 C802 GREATER THAN 5' FROM PAVEMENT: WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 1/2 TRENCH DEPTH MIN. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. / IA 4, 4, > S01 L Ld PLACEMENT ° \ //\ FINAL BACKFILL AND INITIAL /\ BEDDING, HAUNCHING, U BACKFILL SHALL BE B- BORROW (INDOT SPEC) z COMPACTED IN 6" LIFTS MAX TO NOT LESS BEDDING THAN 95% STANDARD PROCTOR DENSITY. INITIAL BACKFILL AREA 12" MIN.- SPRING LINE OF PIPE No. 8 STONE \ / \� I D i/- HAUNCHING AREA \ ` BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) (3" MIN. © BELL OF PIPE) 12" �12 No. 8 STONE STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 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' i 30' MIN 45' MA /ISOMETRIC PLAN LONG RADIUS SECTION A —A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER _ rstn NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. EAST JORDAN IRONWORKS MODEL 1755 CASTING, LETTERED "SEWER" 6" PVC CAP 111, ,111, /-- MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING EXPANSION JOINT AROUND LATERAL FINAL GRADE / \// // / / / 36" x 36" x 6" CONCRETE / APRON WITH FIBER MESH j \/ Y T ` � 6" PVC PIPE REINFORCEMENT. ID PLACE MINIMUM 10" DIAMETER l r `` ` - / /� (6" X 6" X 6 ") TEE -WYE HDPE PIPE AROUND LATERAL' Kid F PRIOR TO BACK G. HDPE' / _ \ MINIMUM 4" CONCRETE CAP FROM PIPE TO EXTEND INTO THE SPRING LINE TO 6" OVER PIPE, CONCRETE NOT TO EXTEND BEYOND FIRST PIPE ....:= Y Y ✓i� µ JOINT OF WYE. MINIMUM CONCRETE FLOW i STRENGTH OF 3500 PSI, 28 DAY #8 STONE BELOW CONCRETE COMPRESSIVE STRENGTH. APRON TO PREVENT fr 'T SETTLING. EXTEND TO \ \ / \ \ / \ \ / \ \ / \\ UNDISTURBED EARTH./ /'�/ /'/r' 6" SEWER LATERAL CLEANOUT TYPE 2 (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) TYPICAL CLEANOUT DETAIL 0802 r� FINISH GRADE /— CLEANOUT PLUG NG LINE PIPE CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. SANI IAN StVVtK LA ILKAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEANOUT DETAIL 8 R SEWER MAIN. C8o2 o Z � U � D. o zE U — W wQ�wo W <�w w< � �QM2 NEENAH R- 1642 -A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" 2' -0" DIA. PRECAST CONC. RINGS TAPERED CONE /SECTION -- PRECAST CONCI a /SECTIONS �I (16" MAX -) W BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION 4' - -0" DIA. FILL WITH CONCRETE .... Aa--REQUIRED . PLAN D.....a.... PRECAST BASE o..'.... .. 4 ®12EA. WAY oO O:0 .° O ° 0°°. .0 ° ° ° ° 0 , ° 0 ° °°o•°°o• ° °o•° °o• ° ° °o•° ��6" MIN. NO. 8 CRUSHED STONE • ° °o• °o•o °o• ° °o REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A —A SANITARY MANHOLE DETAIL CARMEL CSO2 NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 PLACE 1/ PREFORVE2D " EACH KEYWA PLAN VIEW 63• PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v .::::::::::::':;': °: 4 "- 12" ........... e.......... 1/2.. NOMINAL 1 �2" BUTYL RUBBER 24" I.D. 1" BASE EXTI7UDABLE PREFORMED GASKET MATERIAL (TYP) 34 "O.D. PER SPECS. GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL 2 (FIGURE 5 -4B) C802 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 TYPICAL UTILITY CROSSING 4 C802 &i Z O w \\\\\ \ \ \ \ \\ \ \ \ \ \ 111111 I I I I l l I I l / / / / /�� �pON T. NO. 10000075 -;0- STATE OF � ON A I L 1 \E \ \ \ \\° DATE: 5/3/05 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 PROJECT NO.: WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL 1238.040 DRAWN BY: BE B- BORROW (INDOT SPEC) COMPACTED IN 6" MAX LIFTS TO BET NOT LESS THAN 95% STANDARD PROCTOR. 6" BELOW 1/2 TRENCH AGGREGATE SUBBASE OF PAVEMENT SHALL BE #53 STONE DEPTH MIN. (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD +� PROCTOR. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. d11, kil, 11 /, / \11, aIL dll.all, w � Lij \ \// 4' \\/\ 4' I ° z Z O � z c4­1 C w W A BEDDING 12" MIN. -NO. 8 CRUSHED STONE SPRING LINE OF PIPE FINISH GRADE INFI- SHIELD "UNIBAND "� OR APPROVED EQUAL SEAL C PER SPECIFICATIONS O.D. OF PIPE FOUNDATION 6" MIN. �12 (REQUIRED IN UNSTABLE SOIL) 12" (MIN.) (MIN.) SANITARY TRENCH & PIPE EMBEDMENT DETAIL 5 C802 GREATER THAN 5' FROM PAVEMENT: WITHIN 5' AND UNDER PAVEMENT: FINAL BACKFILL SHALL BE CLEAN FILL MATERIAL FREE OF FINAL BACKFILL SHALL BE B- BORROW (INDOT SPEC) ROCKS LARGER THAN 4" DIA, FROZEN LUMPS OF SOIL, WOOD COMPACTED IN 6" MAX LIFTS TO NOT LESS THAN 95% OR OTHER EXTRANEOUS MATERIAL COMPACTED IN 12" MAX STANDARD PROCTOR DENSITY. 6" BELOW AGGREGATE LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY. SUBBASE OF PAVEMENT SHALL BE #53 STONE (INDOT SPEC) COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. 1/2 TRENCH DEPTH MIN. SHALL MEET OR EXCEED REQUIREMENTS OF JURISDICTIONAL AUTHORITY IF MORE STRINGENT. / IA 4, 4, > S01 L Ld PLACEMENT ° \ //\ FINAL BACKFILL AND INITIAL /\ BEDDING, HAUNCHING, U BACKFILL SHALL BE B- BORROW (INDOT SPEC) z COMPACTED IN 6" LIFTS MAX TO NOT LESS BEDDING THAN 95% STANDARD PROCTOR DENSITY. INITIAL BACKFILL AREA 12" MIN.- SPRING LINE OF PIPE No. 8 STONE \ / \� I D i/- HAUNCHING AREA \ ` BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) (3" MIN. © BELL OF PIPE) 12" �12 No. 8 STONE STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 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' i 30' MIN 45' MA /ISOMETRIC PLAN LONG RADIUS SECTION A —A DIAMETER AS SPECIFIED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER _ rstn NOTE: CONCRETE APRON AND CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. EAST JORDAN IRONWORKS MODEL 1755 CASTING, LETTERED "SEWER" 6" PVC CAP 111, ,111, /-- MINIMUM 1" CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING EXPANSION JOINT AROUND LATERAL FINAL GRADE / \// // / / / 36" x 36" x 6" CONCRETE / APRON WITH FIBER MESH j \/ Y T ` � 6" PVC PIPE REINFORCEMENT. ID PLACE MINIMUM 10" DIAMETER l r `` ` - / /� (6" X 6" X 6 ") TEE -WYE HDPE PIPE AROUND LATERAL' Kid F PRIOR TO BACK G. HDPE' / _ \ MINIMUM 4" CONCRETE CAP FROM PIPE TO EXTEND INTO THE SPRING LINE TO 6" OVER PIPE, CONCRETE NOT TO EXTEND BEYOND FIRST PIPE ....:= Y Y ✓i� µ JOINT OF WYE. MINIMUM CONCRETE FLOW i STRENGTH OF 3500 PSI, 28 DAY #8 STONE BELOW CONCRETE COMPRESSIVE STRENGTH. APRON TO PREVENT fr 'T SETTLING. EXTEND TO \ \ / \ \ / \ \ / \ \ / \\ UNDISTURBED EARTH./ /'�/ /'/r' 6" SEWER LATERAL CLEANOUT TYPE 2 (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET OF BUILDING) TYPICAL CLEANOUT DETAIL 0802 r� FINISH GRADE /— CLEANOUT PLUG NG LINE PIPE CONNECT TO EXISTING SERVICE OR PLUG FOR FUTURE SERVICE. SANI IAN StVVtK LA ILKAL PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED TYPICAL CLEANOUT DETAIL 8 R SEWER MAIN. C8o2 o Z � U � D. o zE U — W wQ�wo W <�w w< � �QM2 NEENAH R- 1642 -A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" 2' -0" DIA. PRECAST CONC. RINGS TAPERED CONE /SECTION -- PRECAST CONCI a /SECTIONS �I (16" MAX -) W BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION 4' - -0" DIA. FILL WITH CONCRETE .... Aa--REQUIRED . PLAN D.....a.... PRECAST BASE o..'.... .. 4 ®12EA. WAY oO O:0 .° O ° 0°°. .0 ° ° ° ° 0 , ° 0 ° °°o•°°o• ° °o•° °o• ° ° °o•° ��6" MIN. NO. 8 CRUSHED STONE • ° °o• °o•o °o• ° °o REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A —A SANITARY MANHOLE DETAIL CARMEL CSO2 NOTE MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 PLACE 1/ PREFORVE2D " EACH KEYWA PLAN VIEW 63• PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING v .::::::::::::':;': °: 4 "- 12" ........... e.......... 1/2.. NOMINAL 1 �2" BUTYL RUBBER 24" I.D. 1" BASE EXTI7UDABLE PREFORMED GASKET MATERIAL (TYP) 34 "O.D. PER SPECS. GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL 2 (FIGURE 5 -4B) C802 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 TYPICAL UTILITY CROSSING 4 C802 &i Z O w \\\\\ \ \ \ \ \\ \ \ \ \ \ 111111 I I I I l l I I l / / / / /�� �pON T. NO. 10000075 -;0- STATE OF � ON A I L 1 \E \ \ \ \\° DATE: 5/3/05 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.: 5/3/05 1238.040 DRAWN BY: cO BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \040 \DWGS \C802.DWG SHEET NO.: +� r--1 U� w z z Z O � z c4­1 C W A Q) ^� � ct w 4 r___1 . r--1 (� DATE: PROJECT NO.: 5/3/05 1238.040 DRAWN BY: CHECKED BY: BET SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \1238 \040 \DWGS \C802.DWG SHEET NO.: