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HomeMy WebLinkAbout83-1968 - 12 - Detail SheetTYPICAL OBSERVATION GRATE CASTING IELF 245 4 FLANGE BY - LeBARON FOUNDRY INC. BROCKTON MA. OR EQUAL ' AVEMENT CROSS SECTION NDISTURBED EARTH. ENSURE NO MEARING OF SURFACE PRIOR TO LACEMENT OF WASHED DRAIN OCK 1Y THICK 3/4- 1 1/Y WASHED DRAIN ROCK ALL AROUND MIRAFI FABRIC o e e_ -e e 140N OR EQUAL CONC. SHELF SUBSURFACE RECHARGE AREA DETAIL OVER STONE STORM DRAIN NOT To SCALE I (SUB -RECHARGE -AREA) G IAS KRLY ENGINEERING (RGt)! D LINE D2 STORMWATER MANAGEMENT SYSTEM OPERATION + MAINTENANCE NOTES: " EXTREME CARE SHALL BE TAKEN DURING CONSTRUCTION TO AVOID SILTATION DURING THE CONSTRUCTION a '• n •. v a 5' MIN - MANHOLE TO REST ON 6 BED ""!- OF CLEAN COMPACTED BANK PROCESS. SILT CAGES AND HAYBALE DIKES SHALL BE INSPECTED DAILY AND REPLACED IF NECESSARY RUN GRAVEL) INSPECTION AND MAINTENANCE SCHEDULE: INSPECTION SCHEDULE - 1. WEEKLY INSPECTIONS STALL BE PERFORMED BY THE APPUCANfS ZSGIHEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH. 2 INSPECTIONS SHALL INCLUDE: A. THE PAVEMENT TO DETERMINE IF ACCUMULATED SEGMENT M TO BE REMOVED , TO DEIERAMN" DEPTH OF SEGMENTS AND REQUIRED CLEANING GROUND SURFACE - 3/4" CRUSHED STONE AT LEAST 6' ABOVE HYDRANT DRAIN -' HYDRANT DRAIN - CONCRETE THRUST BLOCK FLAT STONE - FT TN SPRECAST TDRAINNHMANHOLE DETAIL o ELLY ENGINEERING GROUP. INC v,• a HYDRANTS SHALL BE MUELLER CENTURION 2000, MODEL A-423, LEFT OPENING PAINTED YELLOW rSAFETY FLANGE GATE BOX L 6" GATE VALVE FUG. & M.J. PIT 2'-6' DIA. BY 3' DEEP BELOW HYDRANT DRAIN HYDRANT SETTING DETAIL (HYDRANT -SETTING -DETAIL) NOT TO SCALE -FOOKELLY ENGINEERING GROUP INC.© 13'-O' 12'-0 I if I IA A PLAN VIEW AREA DRAIN FLOW LINE (FL) SHRUBS AND TREES SHALL SEE PLANS BE PLACED ON SfDH-- SLOPEs SUCH THAT THEY DO NOT IMPEDE FLOW 1" WATER QUALITY VOLUME - 4 GRASS FILTER STRIP/SOD 3" FREER, PAVEMENT - 12' 2e STONE DIAPHRAGM 1" '2* ROCK FILTER FABRIC (MIRAFI 14ON OR EQUAL) UNDERDRAIN- 6' PERFORATED PV SEE PIAN FOR CHANNEL MAX. B. CATCH BASINS C. STORMCEPTOR TO DETERMINE IF CLEANING IS NECESSARY D. LEACHING SYSTEM TO DETERUME IF SEDIMENT IS TO BE REMOVED 3. AN INSPECTION OF THE EXCAVATION OF THE LEACHING SYSTEM SOLI. BE CONDUCTED BY THE ENGINEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH PRIOR TO PLACEMENT OF ANY MATERIAL OR CHAMBERS. MAINTENANCE SCHEDULE 1. WHEN THE BINDER COURSE HAS BEEN INSTALLED THE PAVEMMIT SHALL BE KEPT CLEAR OF ACCUMULATED SEDIMENTS. IF ACCUMULATED SEDIMENTS ARE DEPOSITED N THE PAVEMENT THE SEDIMIE14T SHALL BE CLEANED UP IMMEDIATELY. THE PAVEMENT SHALL BE SWEPT AS NECESS.:I'Y BASED N THE WEEKLY INSPECTIONS. THE CNIRAGTOR SHALL INSPECT THE PAVEMENT N A DAILY BASIS AILD REMOVE ACCUMULATED SEDIMENTS AS NECESSARY. 2- 'SILT SACKS" SHALL BE INSTALLED AT ALL CATCH BASIN AND DROP INLET LOCATIONS THE CONTRACTOR SHALL INSPECT THE "SILT SACKS" N A WEEKLY BASS AND ARFR HEAVY RAINSTORMS AND EMPTIED BASED N MANUFACTURERS RECOMMENDATIONS 3. THE CATCH BASINS SHALL BE INSPECTED N A MEEKLY BASS AND AFTER HEAVY RAINSTORMS. THE CATCH BASINS SHALL BE GLEANED WHEN 6' OF SEDIMENT HAS ACCUMULATED IN THE SUMP. 4. THE STORMCEPTOR SHALL BE INSPECTED N A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS THE STORMCEPTOR SHALL BE CLEANED BASED N THE MANUFACTURF:ra RECOMMENDATIONS S. THE INFILTRATION GALLEYS SHALL BE INSPECTED N A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS AND SHALL BE CLEANED WHEN 2' OF SEDIMENT HAS ACCUMULATED IN THE INLET CHAMBER 12" DRAIN BASIN 6' LOAM AND SEED GROUND SLOPE- 3:1 VEGETATED SWALE DETAIL NOT TO SCALE (SWALE-DETAIL) rhe KELLY ENgNEERING GROUPF _ C CONSTRUCTION - 1. DURING CONSTRUCTION, AVOID EXCESSIVELY COMPACTING SOLS AROUND THE GRASS SWALE AND ACCUMULATING SILT GAROUND THE RASS SWALEINFILTRATION ONLY FROM AREAS THAT ARE TENL TO MINIMIZE SEDIMENT AL ALWAYS DIVERLOA01NO IN TMCNSTRUUCTiONNRUNOFFELSEWHERE , DIRECT RUNOFF TO THE .TRENCH WIDTH WS OR WU DIAM. OF PIPE UNS FETED MANHOLE FRAME AND COVER 12" AND SMALLER 3'-0" I 4'-2" 15" AND LARGER O.D.+20" O.D.+36" M.D.P.W. M1.03.1, WITH NO STONES LARGER THAN THREE (3) INCHES IN DIAMETER MARKED CASTING #LF 245 4 FLANGE BY AND SHALL BE PLACED AND ROLLED WITH AT LEAST A TEN TON ROLLER. THE SURFACES SHALL BE WET DURING ROLUNG TO BIND THE MATERIAL ALL STONES FOUNDRY LK110 OR EQUAL OF 4' DIAMETER OR LARGER .SHALL BE REMOVED FROM THE SUB -BASE PRIOR TO BROCKTON MA. OR EQUAL TYPICAL OBSERVATION GRATE CASTING #LF 245 4 FLANGE BY - C3. PAVEMENT AREA SHALL BE -PAVED TO A THICKNESS AS SHOWN N THE PLANS MEASURED AFTER COMPACTION, WITH A BINDER COURSE AND TOP COURSE OF CLASS I BITUMINOUS CONCRETE PAVEMENT. TYPE 1-1. FULL MORTAR BED C4. THE AGGREGATE SHALL BE COMPOSED, MIXED AND LAID HOT IN TWO BROCKTON MA. • - EQUAL 1 ' FILL MATERIAL SHALL BE 4! x 4! x 4!2- GALLEY (TYP) AS SUPPLIED 13Y SEE PAVEMENT CROSS SECTI ADJUST TO GRADE WITH COMPACTED GRAVEL SCITUATE PRECAST OR APPROVED EQUAL -7 REINFORCEDCONC- CLASS I BITUMINOUS CONCRETE PAVEMENT, AS SPECIFICALLY SET FORTH IN LEVELING RING,ETE MASONRYBRICK TO (ON TOP SECTION 460.20 AND 460.62. •^ ° ° e RED BRICK MASONRY C5. COMPACTOR PAD SHALL BE 8' THICK REINFORCED CONCRETE SLAB PATH LM BACKFILL TRENCH J OVERFLOW I , _ : HDPE - a C3 C3 C3[3 IHDPE CLEAN COARSE BANK RU N GRAVEL POLYPROPYLENE STEPS C3 C3 C3 C3 C3 M C3 E 0 13 C3 C3 C3 E3 13 3 2.9 PLACED AT THE CENTER OF THE SLAB. THE FRONT END OF COMPACTOR PAD C3 SHALL HAVE EMBEDDED A 6'x 6"x 3/8' STEEL ANGLE rMl � � �. � � � s � i. rpt c � s = •r Mr •3 •aM CC3 C7. ALL EXISTING PAVING TO BE DISTURBED SHALL BE CUT ALONG A STRAIGHT I C3 C3 M C3 C3 CO3 C3 131313 '00 RING RUBBER GASKET LINE THROUGH ITS ENTIRE THICKNESS BUTT NEW PAVING INTO THE EXISTING mommm ' ? e "4 a JOINTS - �ip �r.� •..ir�r.'� - I� BED ALL DRAIN PIPE • -- a STANDARD RISERS AS .. -. -._-- --�v----:saa �rr�g---sr.-•z, L-was-�sr �'/ IN 3/8- TO 1/2- CRUSHED REQUIRED • • • SATR 1 t a' . 1 CONSISTING OF 1 1/2' WEARING COURSE OVERLAYING A 1 1/2' BINDER COURSE 4'' WN ON PLANS HOLE JOINTSWEEP ALL AND TIGHT. WASHED DRAIN ROCK ALL AROUND V) UNDISTURBED EARTH. 04SURE NO SMEARING ROCK ` 4 SMOOTH DI. ALL AREAS TO BE PLANTED WITH GRASS SHALL BE TREATED WITH 100 OF SURFACE PRIOR M PLACEMENT OF WASHED DRAIN TYPICAL OBSERVATION GRATE CASTING IELF 245 4 FLANGE BY - LeBARON FOUNDRY INC. BROCKTON MA. OR EQUAL ' AVEMENT CROSS SECTION NDISTURBED EARTH. ENSURE NO MEARING OF SURFACE PRIOR TO LACEMENT OF WASHED DRAIN OCK 1Y THICK 3/4- 1 1/Y WASHED DRAIN ROCK ALL AROUND MIRAFI FABRIC o e e_ -e e 140N OR EQUAL CONC. SHELF SUBSURFACE RECHARGE AREA DETAIL OVER STONE STORM DRAIN NOT To SCALE I (SUB -RECHARGE -AREA) G IAS KRLY ENGINEERING (RGt)! D LINE D2 STORMWATER MANAGEMENT SYSTEM OPERATION + MAINTENANCE NOTES: " EXTREME CARE SHALL BE TAKEN DURING CONSTRUCTION TO AVOID SILTATION DURING THE CONSTRUCTION a '• n •. v a 5' MIN - MANHOLE TO REST ON 6 BED ""!- OF CLEAN COMPACTED BANK PROCESS. SILT CAGES AND HAYBALE DIKES SHALL BE INSPECTED DAILY AND REPLACED IF NECESSARY RUN GRAVEL) INSPECTION AND MAINTENANCE SCHEDULE: INSPECTION SCHEDULE - 1. WEEKLY INSPECTIONS STALL BE PERFORMED BY THE APPUCANfS ZSGIHEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH. 2 INSPECTIONS SHALL INCLUDE: A. THE PAVEMENT TO DETERMINE IF ACCUMULATED SEGMENT M TO BE REMOVED , TO DEIERAMN" DEPTH OF SEGMENTS AND REQUIRED CLEANING GROUND SURFACE - 3/4" CRUSHED STONE AT LEAST 6' ABOVE HYDRANT DRAIN -' HYDRANT DRAIN - CONCRETE THRUST BLOCK FLAT STONE - FT TN SPRECAST TDRAINNHMANHOLE DETAIL o ELLY ENGINEERING GROUP. INC v,• a HYDRANTS SHALL BE MUELLER CENTURION 2000, MODEL A-423, LEFT OPENING PAINTED YELLOW rSAFETY FLANGE GATE BOX L 6" GATE VALVE FUG. & M.J. PIT 2'-6' DIA. BY 3' DEEP BELOW HYDRANT DRAIN HYDRANT SETTING DETAIL (HYDRANT -SETTING -DETAIL) NOT TO SCALE -FOOKELLY ENGINEERING GROUP INC.© 13'-O' 12'-0 I if I IA A PLAN VIEW AREA DRAIN FLOW LINE (FL) SHRUBS AND TREES SHALL SEE PLANS BE PLACED ON SfDH-- SLOPEs SUCH THAT THEY DO NOT IMPEDE FLOW 1" WATER QUALITY VOLUME - 4 GRASS FILTER STRIP/SOD 3" FREER, PAVEMENT - 12' 2e STONE DIAPHRAGM 1" '2* ROCK FILTER FABRIC (MIRAFI 14ON OR EQUAL) UNDERDRAIN- 6' PERFORATED PV SEE PIAN FOR CHANNEL MAX. B. CATCH BASINS C. STORMCEPTOR TO DETERMINE IF CLEANING IS NECESSARY D. LEACHING SYSTEM TO DETERUME IF SEDIMENT IS TO BE REMOVED 3. AN INSPECTION OF THE EXCAVATION OF THE LEACHING SYSTEM SOLI. BE CONDUCTED BY THE ENGINEER AND A REPRESENTATIVE FOR THE TOWN OF YARMOUTH PRIOR TO PLACEMENT OF ANY MATERIAL OR CHAMBERS. MAINTENANCE SCHEDULE 1. WHEN THE BINDER COURSE HAS BEEN INSTALLED THE PAVEMMIT SHALL BE KEPT CLEAR OF ACCUMULATED SEDIMENTS. IF ACCUMULATED SEDIMENTS ARE DEPOSITED N THE PAVEMENT THE SEDIMIE14T SHALL BE CLEANED UP IMMEDIATELY. THE PAVEMENT SHALL BE SWEPT AS NECESS.:I'Y BASED N THE WEEKLY INSPECTIONS. THE CNIRAGTOR SHALL INSPECT THE PAVEMENT N A DAILY BASIS AILD REMOVE ACCUMULATED SEDIMENTS AS NECESSARY. 2- 'SILT SACKS" SHALL BE INSTALLED AT ALL CATCH BASIN AND DROP INLET LOCATIONS THE CONTRACTOR SHALL INSPECT THE "SILT SACKS" N A WEEKLY BASS AND ARFR HEAVY RAINSTORMS AND EMPTIED BASED N MANUFACTURERS RECOMMENDATIONS 3. THE CATCH BASINS SHALL BE INSPECTED N A MEEKLY BASS AND AFTER HEAVY RAINSTORMS. THE CATCH BASINS SHALL BE GLEANED WHEN 6' OF SEDIMENT HAS ACCUMULATED IN THE SUMP. 4. THE STORMCEPTOR SHALL BE INSPECTED N A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS THE STORMCEPTOR SHALL BE CLEANED BASED N THE MANUFACTURF:ra RECOMMENDATIONS S. THE INFILTRATION GALLEYS SHALL BE INSPECTED N A WEEKLY BASIS AND AFTER HEAVY RAINSTORMS AND SHALL BE CLEANED WHEN 2' OF SEDIMENT HAS ACCUMULATED IN THE INLET CHAMBER 12" DRAIN BASIN 6' LOAM AND SEED GROUND SLOPE- 3:1 VEGETATED SWALE DETAIL NOT TO SCALE (SWALE-DETAIL) rhe KELLY ENgNEERING GROUPF _ C CONSTRUCTION - 1. DURING CONSTRUCTION, AVOID EXCESSIVELY COMPACTING SOLS AROUND THE GRASS SWALE AND ACCUMULATING SILT GAROUND THE RASS SWALEINFILTRATION ONLY FROM AREAS THAT ARE TENL TO MINIMIZE SEDIMENT AL ALWAYS DIVERLOA01NO IN TMCNSTRUUCTiONNRUNOFFELSEWHERE , DIRECT RUNOFF TO THE .TRENCH WIDTH WS OR WU DIAM. OF PIPE UNS FETED WS SHEETED EE 12" AND SMALLER 3'-0" I 4'-2" 15" AND LARGER O.D.+20" O.D.+36" STONE OR GRAVEL MATERIAL MEETING CLASS I OR 2 AS SPECIFIED M ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12' LEFTS AND COMPACTED. CATCH BASIN AND DRAM MANHOLES SHALL BE SUPPLIED BY NYLOPIAST OR APPROVED EQUIVALENT AREA DRAIN DETAIL NOT TO SCALE I (AREA -DRAIN -2). KEL ENdNEIINMG d20UP MC.0 SEWER MANHOLE FRAME AND COVER SHALL BE LEBARON LT101 OR APPROVED EQUAL 2 TRENCH WIDTH: WS OR WU B. - WS/2 OR WU/2 LINE OF NARROW TRENCH LIMIT 51/4- /--MANHOLE• FRAME, &COVER 8' a ' I TO FINISH GRADE, EL -1 IU I e N Z a 1'i0. SEE PLAN 1'-6' VIEW 4.-6" Q 5'-6' LIQUID LEVEL a CROSS SECTION VIEW SCITUATE 6X12 SHEETING, FUSED - SHALL BE LEFT IN PLACE NO LEDGE OR zo BELOW THE LINE OF = UNEXCAVATED MATERIAL cw" NARROW = SHALL PROJECT MANHOLE SECTIONS SHALL mw 12' TRENCH LIMIT, BEYOND THIS UNE. CONFORM TO ASTM SPEC C478 a Z TYP� EXCEPT WHERE . - 12" _ OTHERWISE INDICATED OR - STEEL REINFORCEMENT SHALL n� 6' DIRECTED. - CONFORM TO ASTM A185 SPEC. - PAYMENT LIMITS FOR - m d n 4000 P51 MINIMUM CONCRETE NORMAL EXCAVATION - - PAYMENT LIM11S FOR COMPRESSIVE STRENGTH <Iyo 5" SEE PLAN - -._6" _ ROCK EXCAVATION. owF 48' VIEW _ E m a Hw N q r i N tN o i� - COMPACTED SCREENED UNDISTURBED MATERIAL 1/2 PER FT GRAVEL AGAINST UNDISTURBED -too( ) MATERIAL OR SHEETING 1h_a ���� HALF SECTION HALF SECTION �oN IN EARTH zw IN ROCK LEVEL, STABLE AND 800y) ° '•. 4 COMPACTED GRAVEL B m ' MDPW SPEC M1.03.0 6 d 3 000 GALLONS PRECAST GREASE TRAP- -M-ORS-TRP) RAP -M NQ S-TRP)NOT SCALE KELLY ENGINEERING GROUP, IP All Rights Reserved ID PART OF THIS ODCUMENT-YAY BE REPRODUCED. -MIIN A NER.EYAL SYS" kk OR 7RMSMITIED N ANY FRYUM CR 6Y ANY IE/IN '.. EMONWAL. VAOTOODPMGQ FEMM OR OIIE MM /MiN01ET THE FMO R MM PFTMA59ON CF KELLY D MEEfONG GROUP ANY T IffnOrT Th Mid' PE1✓t� OF ttd•1--Y EdmsE91MG [�iDU!'-�NALL REIIDFR R R1V WM+ ANU er WATER AND SEWER TRENCH SECTION �� UNDISTURBED ._-_(C) EARTH CONSTRUCTION NOTES Al. THE CONTRACTOR SHALL REPORT TO THE OWNER AND ENGINEER OF ANY SIGNIFICANT VARIATIONS IN EXISTING SITE CONDITIONS FROM THOSE SHOWN N CONDUCTOR PIPE THESE PLANS. ANY PROPOSED REVISIONS TO THE WORK, IF REQUIRED BY THESE FROM ROOF SITE CONDITIONS, SHALL NOT BE UNDERTAKEN UNTIL REVIEWED AND APPROVED BY THE OWNER AND THE ENGINEER. A2. THE CONTRACTOR SHALL NOTIFY THE TOWN OF YARMOUTH DEPARTMENT OF EXTEND 2" ABOVE PUBLIC WORKS AT LEAST 48 HOURS IN ADVANCE OF ANY REQUIRED INSPECTIONS. FINISHED GRADE FINISHED GRADE A3. IN ORDER TO PROTECT THE PUSUC SAFETY DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING AT ALL TIMES BUILDING SLAB ALL NECESSARY SAFETY DEVICES AND PERSONNEL, WARNING LIGHTS, BARRICADES, AND POLICE OFFICERS. A4. ALL WORK SHALL CONFORM TO A SPECIAL PERMIT TO BE ISSUED BY THE 6" PVC LENGTH AS REQ'D.\ TOWN of YARMOUTH. \1l A5. FOR ANY PROJECT THAT INVOLVES i ACRE OR MORE OF DISTURBANCE CONTRACTOR SHALL SECURE A NPDES PERMIT PRIOR TO BEGINNING ANY GRADING k ACTIVITIES. A7. ALL WORK SHALL CONFORM TO THE GEOTECHNICAL REPORT. TO DRY WELL 6' -90' ELL A8. THE LOCATION OF UNDERGROUND UTILITIES AS REPRESENTED ON THESE PLANS IS BASED UPON PLANS AND INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES OR MUNICIPAL DEPARTMENTS SUPPLEMENTED BY FIELD IDENTIFICATION WHEREVER POSSIBLE NO WARRANTY IS MADE AS TO THE ACCURACY OF THESE LOCATIONS OR THAT ALL UNDERGROUND UTILITIES ARE SHOWN. THE CONTRACTOR SHALL CONTRACT DIG SAFE AT LEAST 72 HOURS PRIOR ROOF DRAIN CONNECTION DETAIL NOT TO SCALE (ROOF -DRAIN -CONNECTION) 1 0 KELLY ENGINEERING GROUP© TO THE START OF CONSTRUCTION. DIG SAFE TELEPHONE NUMBER IS 1-888-344-7233. A9. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE AND .DEPTH OF EXISTING UTIUTIES PRIOR TO TAPPING INTO, CROSSING OR EXTENDING THEM. IF THE NEW WORK POSES A CON UCT WITH EXISTING UTILITIES THE ENGINEER SHALL BE NOTIFIED PRIOR TO THE CONTRACTOR CONTINUING. AID. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILOINC DIMENSION AND DOOR LOCATIONS All. FOR BENCHMARK ELEVATION SEE SHEET #2. / 81. REDDER TO PLUMBING PLANS FOR EXACT SZE AND LOCATION OF SANITARY / \ AND WATER CONNECTINS - - 62. REFER TO ELECTRICAL PLANS FOR THE LIGHTING CIRCUITS, FIXTURE DETAIL \ AND BUILDING CONNECTION LOCATION. 83. ALL H.D.P.E. HIGH DENSITY POLYETHYLENE PIPE SHALL BE ADS N-12 OR -- APPROVED EQUAL.. SEWER SHALL BE SDR 35 WITH RUBBER RING JOINTS WATER LINES SHALL BE CL 52 D.I.P. (DUCTILE IRON PIPE). - PIPE OUTLET B4. NO LEDGE. BOULDERS, OR OTHER UNYIELDING MATERIALS ARE TO BE LEFT WITHIN 6' OF THE SEWER IN THE TRENCH. NOR ARE THEY TO BE USED FOR BACKFILL FOR THE FIRST 12" ABOVE THE PIPES. / Cl. WALKS SHALL BE a THICK AND SHALL BE CONSTRUCTED ON 6' OF TOP FACE OF BASIN COMPACTED BANK GRAVEL CONCRETE FOR WALKS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 4,000 PSI. WALKS SHALL BE REINFORCED WITH - WNM 6x 6 #10/10 CONFORMING TO ASTM A184. / C7_ BASE MATERIAL SHALL BE CLEAN BANK RUN GRAVEL. CONFORMING TO �- M.D.P.W. M1.03.1, WITH NO STONES LARGER THAN THREE (3) INCHES IN DIAMETER _- CASTING #LF 245 4 FLANGE BY AND SHALL BE PLACED AND ROLLED WITH AT LEAST A TEN TON ROLLER. THE SURFACES SHALL BE WET DURING ROLUNG TO BIND THE MATERIAL ALL STONES LeBARON FOUNDRY INC. OF 4' DIAMETER OR LARGER .SHALL BE REMOVED FROM THE SUB -BASE PRIOR TO BROCKTON MA. OR EQUAL PLACING BASE MATERIAL - C3. PAVEMENT AREA SHALL BE -PAVED TO A THICKNESS AS SHOWN N THE PLANS MEASURED AFTER COMPACTION, WITH A BINDER COURSE AND TOP COURSE OF CLASS I BITUMINOUS CONCRETE PAVEMENT. TYPE 1-1. FULL MORTAR BED C4. THE AGGREGATE SHALL BE COMPOSED, MIXED AND LAID HOT IN TWO COURSES AS SPECIFIED IN THE 'COMMONWEALTH OF MASSACHUSETTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGE'. 1988 EDITION. SECTION 460 FOR REINFORCED CONCRETE CLASS I BITUMINOUS CONCRETE PAVEMENT, AS SPECIFICALLY SET FORTH IN - LEVELING RING OR SECTION 460.20 AND 460.62. •^ ° ° e RED BRICK MASONRY C5. COMPACTOR PAD SHALL BE 8' THICK REINFORCED CONCRETE SLAB PATH W •. -a '° • CONTROL JOINTS EVERY 10. THE PAD SHALL BE CONSTRUCTED OVER 6' OF _ : PRECAST TRANSITION RING GRAVEL BASE, COMPACT TO 95% REINFORCEMENT SHALL BE WWF 6x6- W 2.9x W 2.9 PLACED AT THE CENTER OF THE SLAB. THE FRONT END OF COMPACTOR PAD SHALL HAVE EMBEDDED A 6'x 6"x 3/8' STEEL ANGLE - •° C7. ALL EXISTING PAVING TO BE DISTURBED SHALL BE CUT ALONG A STRAIGHT <;,�, •, . LINE THROUGH ITS ENTIRE THICKNESS BUTT NEW PAVING INTO THE EXISTING ' ? e "4 a - PAVEMENT TO REMAIN AND TACK COAT THE JOINT. • -- a C8. ANY PAVEMENT REMOVED FOR UTILITY TRENCH EXCAVATION OR 07HERVASE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PATH A PAVEMENT BECTON a' OIL AND GREASE TRAP CONSISTING OF 1 1/2' WEARING COURSE OVERLAYING A 1 1/2' BINDER COURSE 4'' LeBARON FOUNDRY # L219-12 OVERLAYING A tz' COMPACTED GRAVEL BASE COURSE. V) ` 4 OR EQUAL DI. ALL AREAS TO BE PLANTED WITH GRASS SHALL BE TREATED WITH 100 °• -• POUNDS OF GROUND LIMESTONE PER 1,000 S.F. OF AREA PLANTED. ALL AREAS - • d ° STORM DRAIN LINE TO BE PLANTED WIN GRASS SHALL BE FERTILIZED WITH 10-10-10 AT THE RALE OF 1,000 POUNDS PER ACRE OR AS REQUIRED BY SOL TEST. 409. OF THE .e • ° NITROGEN SHALL BE ORGANIC FORM. •$ '• a°.'d 02. ALL GRASS CHANNELS TO BE LOAMED AND SEEDED SHALL HAVE THE n10 FOLLOWING MIX. PERENNIAL RYE 25% 5 6 6' MINIMUM GRAVEL KENTUCKY BLUE 25% CREEPING RED FESCUE OR PENNLAWN FESCUE Sox SEED AT THE RATE OF 5$/1,000 S.F. D3 ALL AREAS INDICATED TO BE LOAMED AND SEEDED SHALL HAVE A MINIMUM ADJUST RIM TO MATCH ROADWAY GRADE AND CROSS SLOPE WITH TWO (2) COURSES OF RADIALLY PLACED RED BRICK AND MORTAR (MINIMUM 2 COURSES, MAXIMUM 5 COURSES) MDPW SPEC M4.05.2 (RED BRICK) MDPW SPEC M4.02.15 (MORTAR) RIM ELEVATION THE OUTLET INVERT SHALL BE AT LEAST 2' BELOW THE INLET INVERT THE CROWNS OF THE INLET PIPE AND OUTLET PIPE SHALL MATCH UNLESS THE REQUIRED 2' MINIMUM DROP BETWEEN INLET AND OUTLET INVERTS REQUIRES co THAT THE OUTLET CROWN BE INSTALLED LOWER JOINTS SHALL BE SEALED WITH BUM RUBBER OR NEOPRENE RINGS AND PORTLAND TYPE it CEMENT CONCRETE TABLE AND INVERT SHALL BE FORMED OF RED SEWER BRICK AND 4000 PSI TYPE It PORTLAND CEMENT CONCRETE MDPW SPEC M4.05.2 (RED BRICK) MDPW SPEC M4.02-00 et seq.. (CEMENT CONCRETE) PIPE TO MANHOLE CONNECTIONS SHALL BE MADE "CAST -'N FLEXIBLE SLEEVES (RUBBERIZED BOOTS) STAINLESS STEEL - OUTLET INVERT ELEVATION .REF.: MASSACHUSETTS HIGHWAY DEPARTMENT (MDPW) STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, 1988 EDITION PRECAST CATCH BASIN DETAIL NOT TO SCALE (PR(ST-CTCH-BASIN-DETAIL) KELLY ENGINEERING GROUP, INC.© OF 4 INCHES OF TOPSOIL (GRASS SWALES SHALL HAVE 6') SPREAD EVENLY THROUGHOUT. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PROVIDE SLOPE STABILITY UNTIL VEGETATION IS ESTABLISHED. Et. THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEANUP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE ALL DETMOUTION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE TO A LEGAL DUMP SITE ALL TRUCKS LEAVING THE SITE SHALL BE COVERED. E2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTITUTE EROSION CONTROL MEASURES ON AN AS NECESSARY BASIS, SUCH THAT EXCESSIVE SOIL EROSION DOES NOT OCCUR. MEASURES SHALL INCLUDE SILT SACKS AROUND DRAINAGE INLETS, MULCHING AND PLANTING OF DISTURBED AREAS. E3. AFTER INSTALLATION OF EACH DRAINAGE INLET A SILT SACK SHALL BE INSTALLED IN THE INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. E4. AT THE END OF CONSTRUCTION ALL DRAINAGE STRUCTURES ARE TO BE CLEANED OF SILT, STONES AND OTHER DEBRIS. E5. DURING CONSTRUCTION THE EROSION CONTROL MEASURES SHALL BE INSPECTED ONCE PER WEEK AND WITHIN 24 HOURS OF ANY STORM EVENT GENERATING MORE THAN 1/2' OF RAINFALL THE EROSION CONTROL MEASURES SHALL BE CLEANED REGULARLY AND ADJUSTED IF NECESSARY TO ENSURE THAT NO SILT OR DEBRIS LEAVES THE SITE