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HomeMy WebLinkAboutDecision 4396 - G - DetailsHEAVY DUTY C.I. MANHOLE FRAME & COVER ENGRAVED PER CITY/TOWN SPEC. Z 1" DIA. DROP S F0 FRONT TYPE HOT MIX ASPHALT M.H. STEPS, STATION y CORROSION 447 STATION AVENUE w RESIST (TYP.) SOUTH YARMOUTH z o +. U APRIL 5, 2012 ISIONS- SET FRAME IN FULL BED OF MORTAR ADJUST TO REQUIRED GRADE W/MIN. OF 2 OR MAX. OF 5 RED BRICK COURSES OR EQUIVALENT DIMENSION WITH REINFORCED ;• CONCRETE COLLARS. PRECAST REINFORCED CONC. M.H. CONE SECTION 1" DIA. r2" CLEAR i PROVIDE "V' OPENINGS MORTAR ALL JOINTS 5" MIN. 5" MIN. 2'-6" MAX. OUTSIDE OF PIPE 1" COVER DIA. PIPE +2" CLEARANCE 3" MIN #3 BAR (TYP.) 1-#3 BAR AROUND OPENINGS j]L1-1/2" MIN PIPE OPENINGS FOR PIPES 18' DIAMETER TO BE PRECAST AND OVER, 1' COVER 1-1/2" MIN. IN RISER SECTION 12" CRUSHED STONE �3" MIN. II I T NOT FORE: 't BITUMASTIC + 5" MIN. `rj I`VI SEALANT AS SPECIFIED. N ? PRECAST UNIT SHALL FILL AT LEAST 75% 1" COVER --{ OF JOINT CAVITY. RUBBER'lit12" CRUSHED STONE 5" MIN. OR "0" RING SET IN RECESS. JOINT DETAILS BASE DETAIL PRECAST CONCRETE DMH SCALE: NONE 2' TO 4' 5" MIN.4STONE 5" MIN. +"s ._ ' '•'- -': PRECAST UNIT 2" CRUSHED BASE �1 1/2" MIN, BASE DETAILS i(TYP.) • ' 3' MIN. FRAME AND GRATE PER MUNICIPAL STANDARDS JOINT DETAILS 8" MIN. RED BRICKS MAY BE USED FOR GRADE ADJUSTMENTS ' • 2'-0"t 1" *'': (MIN. 2, MAX. 5 COURSES), FRAME TO BE SET IN FULL N ZO r DIAMETER " BED OF MORTAR. 10 CL P: ,•: SEE JOINT DETAILS •`_ 1 PROVIDE "V" OPENING 0ocIn 0'v 4'-0"t 1" DIAMETER GROUT ALL AROUND i ur''i F 4 OUTSIDE OF PIPE =XVI & 2" CLEARANCE MORTAR ALL JOINTS z_ 5" MIN. LeBARON "SNOUT" TRAP NOTES: 1. ALL PRECAST JOINTS TO BE SEALED WITH BUM RUBBER. 2. DESIGN TO CONFORM TO H-20 LOADING. 3. CONTRACTOR HAS THE OPTION TO USE ALTERNATE TOP SLAB. NONE CLEANOUT WITH SCREW—IN CAP FLOOR BOX FRAME AND LID W/ S.S. CAP SCREW LID CLOSURE -1 AASHTO M288 CLASS 2 NON—WOVEN GEOTEXTILE SC -740 CHAMBER INSPECTION PORT DETAIL SCALE: NONE BASE DETAILS CRUSHED STONE BASE CLASS "C" CONCRETE a NOTES: 1. STANDARD 3 FLANGE GRATES TO BE USED. 2. MIN. CAST IRON FRAME WEIGHT 205 LBS. EACH. 3. DESIGN SHALL CONFORM TO H-20 LOADING. urrtu.nury uF BEARING BARS 2-3 FLANGE 4" C. I. FRAMES - 4" MIN. SET IN FULL BED Of MORTAR Y-0" 2'-0' 5' MIN. :- BUTYL o RUBBER GASKET v JOINTS °•- W N. HEIGHT OF RISERS SECTIONS �12" CRUSHE VARY FROM 1' TO V STONE BASE —ADJUST TO GRADE WITH RED SEWER BRICK (MAX. 5 COURSES) —PROVIDE 'V' OPENING GROUT ALL AROUND H'j OUTSIDE OF JPIPE & 2" — CLEARANCE MORTAR ALL JOINTS LeBARON "SNOUT' TRAP Cover and Grate 5' Grade Adjusters To T Suit Finished Grade d- ° E 4" 0 PVC Pipe a Varies To Min.15"High Match Grade W/ 4" Cap Stornnceptor s Insert 4"0 Oil Port Inlet Outlet See Note 2 } 4"0 Outlet 17" 16'18" Riser Pipe • • 60" 12"0lnlet 4"0 Outlet Min. *Inlet Outlet Down Pipe Riser Pipe (Removable) a 48"0 5' a' •. + If Requirec • ° " ' ` : g" Insert Tee Here 4 T(Tee Opening to Face Side Wall) Section nm Chamber Plan View Notes: 1. The use of flexible connection is recommended at the inlet and outlet where applicable. 2. The cover should be positioned over the inlet drop pipe and the oil port. 3. The stormceptor system is protected by one or more of the following U.S. patents: #4985148, #5498331, #5725760,#5753115,#5849181,#6068765,#6371690. 4. Contact a concrete pipe division representative for further details not listed on this drawing. STORMCEPTOR 4501 DETAIL NOT TO SCALE SC -740 END CAP SC -740 CHAMBER — 1 — 2—INCH WASHED, CRUSHED, ANGULAR STONE — AASHTO M288 CLASS 2 NON—WOVEN GEOTEXTILE 0 STORMTECH SC -740 CHAMBER SYSTEM TYPICAL CROSS SECTION SCALE: NONE HANDICAP ACCESSIBLE RAMP (TYP.) 1 ,HOT MIX ASPHALT VAN ACCESSIBLE TOP COURSE PARKING SIGN (TYP. SIDEWALK HOT MIX ASPHALT TOP JOINT TO BE BINDER COURSE SEALED WITH AN EMULSION AND SAND MIX " WIDE TRAFFl PAINT WHITE EXIST. PAVEMENT LINES (TYP.) r'•d, `:: `° 12' COMPACTED GRAVEL BORROWr ;: '.;`' EXIST. GRAVEL BASE ' J SUBQAS.E.,(M,1,0,0,. TYPE C), PPLY TACK COAT OF RS -1 3'-0" (TYP) ::....-•.:.: ...: :.,: ,c...::•^•TRAFFIC PAINT `:`:' :F:=,'::::.'• :.:- :";` ^.- .,.• ^ ^ EMULSION TO VERTICAL FACE ACCESSIBLE OF EXISTING PAVEMENT PRIOR PARKING COMPACTED SUBGRADE REMOVE UNSUITABLE TO THE PLACEMENT OF THE MATERIAL AND REPLACE WITH GRAVEL (TYPE NEW HOT MIX ASPHALT SYMBOL (TYP. vWw A) COMPACTED IN 6" LIFTS UT EXISTING PAVEMENT IN 4' TO END A NEAT UNE USING SAW CUT OF PARKING METHOD ONLY THROUGH SPACE (TYP.) ENTIRE DEPTH OF EXISTING PAVEMENT 8'-0' CURB MIN. 8 —0. MIN. (VAN SPACE) (MIN) (VAN SPACE) PAINTED PAVEMENT MARKINGS ACCESSIBLE VAN PARKING SPACES SCALE: NONE GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER - GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NON -REFLECTIVE VINYL HANDICAPPED PARKING 1/2' CHAMFER Q��t H OF �!M9cti BRIAN G. ur U.,. YERGATIAN- CIVIL ,o S No. 4 W6 O NA N�'\ -3/4" R HOT MIX ASPHALT PROFESSIONAL ENGINEER STATION CROSSING II 447 STATION AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS APRIL 5, 2012 ISIONS- NO. WEARING COURSE DESC. FINISH GRADE • HOT MIX ASPHALT10 BRUCE MURPHY P.O. BOX 386 SOUTH YARMOUTH, MA 02664 B!.A.%......'.. 349 Route 28, Unit D W. Yarmouth, Ma§sachusetts 02673 508 778 8919 © 2012 BSC Group, Inc. " m FILE: P:\prj�4808406\Civil\—Drawings\4808406—SEP.dwg BINDER COURSE SHEET 7 OF 8 JOB. N0: 4-8084.06 PRECAST REINFORCED .~ "' ' �' 1 10" SPECIAL PLATE REQUIRED CONCRETE CURB, 3,000 m PARKING UNAUTHORIZEDRKING P.S.I. MIN. STRENGTH, SUNE CTOWING 6'-0" STANDARD LENGTH .... •'.•.'. °o .• ::-..::.' a ® AND - ir AT OWNER'S EXPENSE 6• .- .. �• t i. - �. O REINFORCEMENT AS PER MANUFACTURERS DESIGN 6• -: , m ,••'.a`_`:.' 3000 PSI CONCRETE ; b 6 0 I 30 +� m COMPACT GRAVEL BORROW a BASE M 1.03.0 C) h FINISHED GRADE 1" RECAST CONCRETE CURBVAN 01 ACCESSIBLE ACCESSIBLE PARKING PAVEMENT 1 LE: NONE MARKING SYMBOL 12" NOTE. ACCESSIBLE SIGN & POST ACCESSIBLE SYMBOL SHALL BE YELLOW TRAFFIC PAINT (VISITOR SIGN & POST TYP.) AND CENTERED IN STALL PER TOWN REQUIREMENTS PAINTED PAVEMENT MARKINGS ACCESSIBLE WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN EVEN DISTRIBUTION OF PARTICLE SIZES WITH NO MORE THAN 12% PASSING THE #200 SIEVE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR DENSITY. SEE THE TABLE OF ACCEPTABLE FILL MATERIALS IN STORMTECH'S DESIGN MANUAL, INSTALLATION MANUAL, OR WWW.STORMTECH.COM. PAVEMENT —� FOR UNPAVED INSTALLATION WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24 INCHES 6" TYP. O 0 51" 96" MIN. - MAX. 6" 1 1 30" 12" TYP. 12" n",rnr •n ur,rr .,,uunrn „rnr 12 PL I 5.8" Q��t H OF �!M9cti BRIAN G. ur U.,. YERGATIAN- CIVIL ,o S No. 4 W6 O NA N�'\ BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER STATION CROSSING II 447 STATION AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) DETAILS APRIL 5, 2012 ISIONS- NO. DATE DESC. PREPARED FOR: BRUCE MURPHY P.O. BOX 386 SOUTH YARMOUTH, MA 02664 B!.A.%......'.. 349 Route 28, Unit D W. Yarmouth, Ma§sachusetts 02673 508 778 8919 © 2012 BSC Group, Inc. SCALE: AS NOTED FILE: P:\prj�4808406\Civil\—Drawings\4808406—SEP.dwg DWG. NO: 5133-08 SHEET 7 OF 8 JOB. N0: 4-8084.06