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HomeMy WebLinkAbout06080010.12BRANCH PIPE .e Existing Water Main Topp%ng Sleeve —I T II I =1 I ,— 11= Tr-- iii — iii — iii —i i r--i i -1Ti —i I Ill ''I i I ® Vo l ve OUTSIDE FACE AREA NOT LESS THAN AL VUES GIVEN IN TABLE FOR 22 1/2' k 11 1/4' BENnS. OUTSIDE FACE AREA NOT LESS THAN OUTSIDE FACE AREA NOT LESS THAN ✓Or( BS PLAN VALUES GIVEN IN TABLE FOR 90' & VALUES GIVEN IN TABLE FOR TEES & 45' BENDS. - FOR - FOR PLUGS. PLAN PLAN I, STRAP IRON ANCHORS 2• WIDE x 1/2' THICK 4•� B9nd 4" MIN. ,r— ..:• IIII As ,Required Varies �I 21 z 1= "z I1 3/4•08• • ° wa ANCHOR BOLTS I •' O a (4 REO'D) .1 IIII Note' All Joints Shall Be M. I-1 I CI I -1 T• „ I -1 I k 11-1 I I Restrained Except 5• DIAM. WASHER. T10 1' THICK — �Q- In Run Of Tee. ANCHOR BLOCK TO BE OF SEC ' \ CLASS "8' CONCRETE OUTSIDE FACE AREA AS NOTED DOWNWARD BEND IN TABLE. SECTION "C —C" PLAN Nl I r.0NrRF7F BI DCKING TO CONSIST OF CLASS "B" CONCRETE POURED AGAINST FIRM GROUND. BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SO. FT. ) SIZE OF RUN SIZE OF BRANCH OUTSDE FACE AREA (SQ. RT.) PLUG 90' BEND 45' BEND 22 1/2' 11 1/4 20" 16 25 14 7 4 20" OR 16" 16" 12 16" 12 16 9 5 3 1 6 12" 7 9 5 3 2 rEEj BUM RUBBER SEAL AT 10" 4 7 4 2 1 1 Fss 7 BE PRONDED ON EACH SIDE OF W/ NON- SHRINK CEMENT 8" 3 5 3 2 1 D = INSIDE DIAMETER X14 REBARS 0 12. O.C. 6" 2 3 2 1 1 M3., .. . . . EQUAL) 4" 2 3 2 1 1 W 6' OF #8 STONE DETAIL - CONCRETE BLOC If traffic loading (H -20) is required or anticipated, a concrete pad must be placed over the entire Stormwater Treatment System. Sample details of concrete pad available upon request. Cover — ;Concrete . Frame L]'• Gravel Backrill Gravel BackFl;l - - -Riser Manhole Frame & Cover Detail For H -20 Traffic Loading Areas NITS STANDARD NOTE: 1. System shall be designed for thr following capacities: Peak Treatment Flaw: 3.2 Cis Sediment Storage: 32 Ra Oil /Debris Smrage: 190 gal. *Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orientation. 78" Tnla4 — 66" Plan •z =' •r= •z= •z= •r= • = 4 t rz. •r Manhole Frame and Cover by Manufacturer. Rim elevations to match finished (See Details) 30"---1 grade. HDPE risers can be field Pipe coupling cut by Contractor. by Contractor. Grade (Rim) 12" long Stub -out by Manufacturer, Riser 0 54" Vent Varies Outlet Varies 18" OD Max I Vent Arched Baffles taconal Base Plate 1 Manhole Frame & Cover Detail For H -20 Traffic Loading Areas �/�� �� Document: A5 -4 STD NITS /1V{J,•e Drawn tZJ ". -• Scale 1120 2733 Kanasrta Dm ,Swte A�Ch1�cl ),T^11.1 Date 022404 Aoua -Swirl Concentrator Model Phone (B88J 34F9044 Fax (923J 8]D -1005 aa�t — ntn°r P.1Pnt P-dirl www.aquashleldlnc.cgm US. Pantent N^ �C] 6" MIN OVERLAP PAVEMEN'F o 0 0 p O. p O• p• O• p O •�� p• p° O. p° O. o° O• o p° O•°° O• p° O• p° O o o° o• o p ° o • ° ° O • p ° O • ° ° o #8 GRAVEL ° °a °o • j \% BACKFILL \° \ \\ °0.p o ' °o.o °• / °00 °0.0 \ aop 000 °oap \� \/ • p° O• o° O. o° O• o° O. GEOTEXTILE y/ o'o a0' °° -°° FABRIC \, o °a.° °o °o• z O o° O• o � 0 O 0 . p ° ° O • o 3» 3„ (MIN (MIN PIPE UNDERDRAIN IN PARKING LOTS Gavel Backfill sla, extenc at feast 3.5 feet ou ^Hard from Swirl Concentrator and for Lne (VF height o` tte Swirl Concentrator rs extmdmg iate.aN tc U .c; .arbed!.k. (See °1H Del,' Beier , Arched �42" Baffles ����y1;1�� Section A -A tandard Detail New Pipe Shall Be Installed Under The Existing Water Main New Water Main See Trench Detail For Back-Fill Requirements Existing Water Main vvvvvvvvvvv 1,v vvvvvvvvv 72 Min. vvvvvvvvvvv vvvvvvvvvv vvvvvvvvvvv Tee vvvv New Water Main vvv vvvv 1717 " vvv vvv \ vvv vvvv . vvvv vvvv / VV vvvvvv Bed Pipe In Specified Granular Bedding Material Hand Tamed In 6" Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903. 02. S i ze No. 8 SECTION Notes: 1) Mega;ug tIanges shall be used for all mechanical joints. 2) 6e I and pieces of pipe 4 ft. and smaller shall be considered sc'-cD. and shall not be installed into system. CONNECTION TO EXISTING MAIN ; 10 1 0805 SET TOP FLUSH WITH FINISHED GRADE VALVE SPECIFICATION VALVE 3" AND LARGER SHALL BE LIJ ADJUSTABLE VALVE BOX IRON BODY NON— RISING STEM GATE F=Y— (COVER TO BE MARKED VALVE. VALVES SHALL BE RESILIENT "WATER ") SEATED GATE VALVES AND SHALL APPROVED EQUAL MEET THE REQUIREMENTS OF PRECAST CONCRETE ADJUSTER ANSI /AWWA C -509 AND SHALL 24" DIA RINGS IF NEEDED (4 MAX.) HAVE MECHANICAL JOINTS AND ECCENTRIC CONE OR REDUCER CAP ACCESSORIES SHALL MEET THE AS REQUIRED BY SITE CONDITIONS. REQUIREMENTS OF ANSI /AWWA _ — — — — — CONE TOP TO MATCH ADJUSTING C- 111/A21.11. L RING PROFILE. a /-- WATER MAIN GATE VALVE AND BOX 11 NO SCALE C$06 4" 8" MIN. 4" I I #4 REBAR I � I I O I I O I I 0 I I I I BEEHIVE INLET NEENAH TYPE CASTING No, R -4342 GRASS PRECAST CONCRETE ADJUSTING RING FOR ROUND GRATE /FRAME EARTH OR SIDEWALK SURFACE UNDERDRAIN TRENCH TO BE — FLUSH WITH BACK OF CURB INSTALL FILTER FABRIC ON — PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #B WASHED AGGREGATE STORM MANHOLE NEENAH TYPE CASTING NO. R -3472 T. C. r- ASPHALT 4. 24 24 "x " CONCRETE CURB OR CURB do GUTTER - PAVEMENTT% ASPHALT OR AGGREGATE PER TYPICAL SECTION lyftgj @j /91 0i •2F .�'.z r' ,Ily1; • u SUBSURFACE DRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT ALL SUBSURFACE DRAIN TO BE DOUBLE WALL HANCOR HI-0 OR EQUIVALENT. WALL PIPE CITY OF CARMCL STANDARDS STANDARD DRAWING SUBSURFACE DRAIN 10_9 MANHOLE SIZE NEENAH R- 1077 -A COVER WITH PIPE TURNS NEENAH R- 1712 -B FRAME WITH SELF- SEALING• SELF- SEALING APPLICATION OR APPLICATION APPROVED EQUAL UP TO 60' PRECAST CONCRETE ADJUSTER 42' 24" DIA RINGS IF NEEDED (4 MAX.) 84' ECCENTRIC CONE OR REDUCER CAP ASTIC OR TIC MA ASPHALTIC AS REQUIRED BY SITE CONDITIONS. BUTYL BETWEEN RUBBER SEAL _ — — — — — CONE TOP TO MATCH ADJUSTING . L RING PROFILE. a 60" 24' -33" 48 "0 MANHOLE NO U FOR PIPES 24 "0 AND LESS MANHOLE CONFORMS TO FULL HEIGHT ASTM C -478 MANHOLE STEPS AS 60 "0 MANHOLE JOINTS CONFORM TO ASTM C -443 SPECIFIED. n'IR PIPES 27" - 36" 0 V. NOTE 0 -RING GASKET 16" TYP. 5" MIN. ASPHALTIC MASTIC OR BUM RUBBER SEAL AT SHALL BE INSTALLED IN 6' JOINTS. TO 12' BALANCED LIFTS RECAST CONCRETE SECTIONS E' W PREFORMED HOLE TO MAX. OF PIPE O.D. +6" BE PRONDED ON EACH SIDE OF W/ NON- SHRINK CEMENT BENCH WALLS AT MIN. GROUT 1/2' PER FOOT SLOPE Bc = OUTSIDE DIAMETER W D = INSIDE DIAMETER X14 REBARS 0 12. O.C. EACH WAY (STEEL MESH "a AREA =0.12 SQ. IN. /SQ. MATERIAL BELOW PPE D::......ya..'..:.a ...a ..� .. 6" FT. OR APPROVED M3., .. . . . EQUAL) 8' BASE 6" MANHOLE BASE SET ON W 6' OF #8 STONE MANHOLE SIZE PIPE PIPE TURNS 96' 48' GREATER THAN 45' TO 90' 96" 54 " -66" UP TO 60' 84' 42' GREATER THAN 45' TO 90' 84' 48' UP TO 45' 72' 42 "-48" UP TO 45' 60" 33' -36" STRAIGHT THRU 60" 24' -33" GREATER THAN 45' TO 90' PRECAST REINFORCED CONCRETE MANHOLE NOa; STORM SEWER MANHOLE STEPS SHALL BE MADE FROM A STEEL REINFORCING ROD ENCAPSULATED IN A COPOLYMER POLYPROPYLENE RESIN. THE MANHOLE STEPS SHALL EQUAL OR EXCEED OSHA REQUIREMENT'S. MANHOLE STEPS, MANUFACTURED BY M.A. INDUSTRIES, INC., PS -1 -PF, CLAY & BAILEY MFG. CO., OR EQUAL ARE ACCEPTABLE. EARTH OR SIDEWALK SURFACE EDGE OF PAVEMENT, MIN. 6' TOPSOIL EDGE OF PAVEMENT, MIN. 6' TOPSOIL TOP OF CURB CURB, GUTTER OR GREATER THAN 5' TO ENSURE GRASS CURB, GUTTER OR CONCRE I E CURB SIMILAR STRUCTURE GROWTH SIMILAR STRUCTURE 5' OR LESS ✓-TOE RE GRASS EDGE OF PAVEMENT, � EDGE OF PAVEMENT, MIN. 6" TOPSOIL N TFIE PUBLIC R/W IN THE PUBUC R/W 1 PAVEMENT SIMILAR GUTTER RUCTURE 5. OR LESS • .•,�,. , . SIMIILLARSTRRUUCTURE TO ENSURE GRASS - IN THE PUBLIC /W IN THE PUBUC R/W UNDER PAVEMENT - ,r- :iji:L MIN. 1.25 Bc •B• BORROW OR EQUIV. GRANULAR MATERIAL MIN. 1.25 Bc+12' MIN. 1.25 BcH12' STANDARD PROCTOR o.° 1 7" o ° o • o ° o o ° o • o 00 Z_ REGULAR BACKFILL DQ�9TY o• ° °o.o o °o•o °o 0.0 °0 \� . INSTALLATION REQUIRED: �i ° *0-. 0e° °e° / v MIN. ,2 o o • o o • o ° o • o / 0 'B' BORROW OR EWIV. j5 CRUSHED STONE OR • PERFORATED PLASTIC PIPE >\�j p °° • ° °° ° °° • ° °° ' I e' BORROW OR EQUIV. GRANULAR MATERIAL APPROVED EQUIV. / ° o ° 0.. ° o o ° ° • ° N GRANULAR MATERIAL COMPACTED TO 955 CLASS I BEDDING MATERIAL PER INDOT SPECS #718.02 i' \ \/ °o . ° °0 0 0 • o °° COMPACTED TO 955 STANDARD PROCTOR /6 Bc HAND TAMPED OR WALI�D / • o ° o • o a • o ° o • o STANDARD PROCTOR " o °°•o °o 0 °0. ° °O .,,,. DENSITY - DENSITY _ .. INTO PLACE - - . - /\ Be Etc #8 GRAVEL >° - o o ° o • ° ° o a • o � GREATER THAN 5' FROM EDGE OF PAVEMENT WITHIN 5' OF EDGE OF PAVEMENT GEOTEXTILE WTHIN 5' OF EDGE OF PAVEMENT FABRIC HMI 3•• 6" SSD MAIN Nom NOTE NOTE: All BEDDING & INITIAL BACKFILL I(M I N ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6' A �E� BEDDING INITIAL NB6 CKF LL SHALL BE INSTALLED IN 6• DEPTH OF BEDDING TO 12' BALANCED LIFTS TO 12' BALANCED LIFTS PIPE U N D E R D R A I N ATERI BEDDING TO tY BALANCED LEA MATERIAL BELOW PIPE LEGEND 9 MATERIAL BELOW PIPE LEGEND A MINIMUM 9" OF CLEARANCE SHALL LEGEND A MINIMUM 9' OF CLEARANCE SHALL BE PROYDED ON EACH SIDE OF A MINIMUM 9" N CLEARANCE SHALL Bc = OUTSIDE DIAMETER BE FRONDED ON EACH SIDE OF BE FRONDED ON EACH SIDE OF D IL ML THE INSTALLED PIPE THE INSTALLED PIPE Bc = OUTSIDE DIAMETER a d MIN. THE INSTALLED PIPE Bc = OUTSIDE DIAMETER D = INSIDF DIAMETER C805 D = IN90E DIAMETER 27' & SMALLER 3 d = DEPTH OF BEDDING 27 d SMALLER 3• - DIAMETER 30' TO MA 4' d = DEPTH OF BEDDING 30' TO 60' 4' MATERIAL BELOW PIPE d =DEPTH OF BEDDING 66' &LARGER 6• MATERAL BELOW PIPE 66' & LARGER 6' MATERIAL BELOW PIPE TRENCH DETAIL TRENCH DETAIL TRENCH DETAIL REINFORCED CONCRETE PIPE (RCP) REINFORCED CONCRETE PIPE (RCP) 4 PLASTIC PIPE (FVC do HDPE) C.A.M. # 500-05 C.A.M. # 500 -06 C805 MR 6' TOPSOIL THAN 5' TO ENSURE GRASS / GROWIH / r REGULAR BACIO'ILL REGULAR BACKFILL cc I <n I V) LJ z O U F- w n- � w Z cn O > � w W� `\O RITuinini ��`\\\\\� G 1 S TED � N o. * PE19500260 s STATE OF Q a DATE: 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. (2006) f4461 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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.: MIN. 1Y 6096.001 DRAWN BY: #B CRUSHED STONE OR RJS ALF SHEET TITLE: APPROVED EOUIV. - DETAILS DRAWING FILES: S: \6k \6096 \001 \dwgs \C803— C805.dwg z z CLASS I BEDDNG MATERIAL _ XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. I—I C (8> 3� HAND TAMPED OR WALKED a W � INTO PLACE Bc U w U � O O GREATER THAN 5' FROM EDGE OF PAVEMENT z NOTE H ALL BEDDWG & INITIAL BACKFILL W SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS E' W A MINIMUM 9' OF CLEARANCE SHALL LEGEND BE PRONDED ON EACH SIDE OF E"r CID THE INSTALLED PIPE Bc = OUTSIDE DIAMETER W D = INSIDE DIAMETER W x-W E- d = DEPTH OF BMNG MATERIAL BELOW PPE TRENCH DETAIL z PLASTIC PIPE (PVC do HDPE) cc I <n I V) LJ z O U F- w n- � w Z cn O > � w W� `\O RITuinini ��`\\\\\� G 1 S TED � N o. * PE19500260 s STATE OF Q a DATE: 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. (2006) f4461 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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.: C" 0 cc 6096.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: Q DETAILS DRAWING FILES: S: \6k \6096 \001 \dwgs \C803— C805.dwg z z XREF: S: \3k \3462 \006 \dwgs \AS4— CFD.dwg XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. I—I C (8> 3� � � a W � � d U w U � O O �..� z H W CID L'S E' W Q U �W E-•I E"r CID W W x-W E- 91 = z W C— O � z rl U DATE: PROJECT NO.: 7/20/06 6096.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \6k \6096 \001 \dwgs \C803— C805.dwg XREF: F:\TSC—LDT4\cis—stnd\SheetNotes\Titiel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4— CFD.dwg XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET No.: C (8> 3�