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HomeMy WebLinkAbout3-Abreviations,Notes, and Legends-Sheet No. C1.00LEGEND DESCRIPTION EXISTING PROPOSED SANITARY SEWER S - S STORM SEWER LINE ST D SANITARY SERVICE S SS LOW PRESSURE SEWER LINE LPs WATER MAIN w W FIRE SERVICE w FS WATER SERVICE w WS GAS G ELECTRIC E E TELEPHONE T T CABLE C C SECURITY/COMMUNICATION U OVERHEAD UTILITIES OHLI SIGNAL'' WIRE LINE S FIBER OPTIC LINE FO SANITARY SEWER MANHOLE ® SAN MH STORM', DRAIN MANHOLE Qo ® DMH ELECTRICAL MANHOLE CE EMH TELEPHONE MANHOLE EO TMH UNKNOWN MANHOLE 0 HAND HOLE o ELECTRIC METER ❑E GAS METER CLEANOUT °CO °C0 CATCH BASIN ❑ © a CB YARD DRAIN (CIRCULAR) YARD DRAIN (SQUARE) O HYDRANT �qy -4- GATE VALVE WV WATER SHUTOFF BALL VALVE REDUCER a nAP OR PLUG — r' _ GAS VALVE CV UTILITY POLE LIGHT POST a� EDGE OF PAVEMENT EDGE OF UNPAVED ROAD CURB �..� SIDEWALK STONE WALL RETAINING WALL RET WALL RET WALL SHRUB/BUSH DECIDUOUS TREE CONIFEROUS TREE TREE LINE MONUMENT ° IRON PIN/IRON ROD MAGNETIC CONCRETE NAIL MAG NAIL PROPERTY LINE - - EASEMENT LINE — — — — UMIT OF WORK SPOT;I ELEVATIONS X141.5 x141.5 CONTOUR LINES - -56- - - 56 STONE FOR PIPE ENDS BOLLARD ® B SIGN HANDICAP SPACE BORING MONITORING WELL CHAINLINK FENCE C.L.f -°Y SILTATION FENCE STRAW BALES DRAINAGE DITCH / SWALE pw FLOW DIRECTION FLAG POLE ° LIMIT OF BID ALTERNATE COULD NOT OPEN CNO VENT PIPE 0 TEST PIT NOTE: ITEMS SHOWN IN THE LEGEND MAY NOT BE PRESENT IN THESE PLANS ABBREVIATIONS AC ASBESTOS CEMENT PIPE ACCMP ASPHALT COATED CORRUGATED METAL PIPE ARV AIR RELEASE VALVE ASTM AMERICAN SOCIETYFOR TESTING AND MATERIALS BCLC BITUMINOUS CONCRETE LIP CURB BIT BITUMINOUS BLDG BUILDING BM BENCH MARK BO BLOW OFF BV BUTTERFLY VALVE CAN CABLE TELEVISION CB CATCH BASIN CC CONCRETE CURB CI CAST IRON CENTERLINE CL CEMENT LINED CMP CORRUGATED METAL PIPE CONC CONCRETE CU FT CUBIC FEET CY CUBIC YARD D STORM DRAIN DI DROP INLET, DUCTILE IRON DIA DIAMETER DMH DRAIN MANHOLE DWG DRAWING E EAST, ELECTRIC EA EACH EF EACH FACE EL ELEVATION EOP EDGE OF PAVEMENT EW EACH WAY EXIST EXISTING FF FINISHED FLOOR FL FLOW LINE FLG _ FLANGE FT FEET, FOOT G NATURAL GAS GALV GALVANIZED GC GRANITE CURB GR GRANITE HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HP HIGH PRESSURE HYD FIRE HYDRANT INV INVERT ID INSIDE DIAMETER IP IRON PIPE LB POUND LF LINEAR FEET LS LUMP SUM MAX MAXIMUM MADOT MASSACHUSETTS DEPARTMENT OF TRANSPORTATION MB MAIL BOX MECH MECHANICAL MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT N NORTH N/A NOT APPLICABLE NE NORTH EAST NW NORTH WEST NF NOT FOUND N/F NOW OR FORMERLY NO OR # NUMBER N,T.S. NOT TO SCALE OD OUTSIDE DIAMETER PCB PROPOSED CATCH BASIN PCCP PRESTRESSED CONCRETE CYLINDER PIPE PROPOSED PE PLAIN END, POLYETHYLENE PED PEDESTRIAN It PROPERTY LINE PL PLATE PSMH PROPOSED SANITARY MANHOLE PVC POLYVINYL CHLORIDE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE ROW RIGHT-OF-WAY RQD ROCK QUALITY S SEWER, SOUTH SE SOUTH EAST SECT SECTION SF SQUARE FEET SHT SHEET SMH SANITARY SEWER MANHOLE SPEC SPECIFICATIONS SO FT SQUARE FEET SS SEWER SERVICE, STAINLESS STEEL STA STATION STL STEEL SW SIDEWALK,SOUTH WEST T HYDROSTATIC THRUST, TELEPHONE TBM TEMPORARY BENCH MARK TF TOP OF FRAME THK THICK (NESS) TYP TYPICAL UP UTILITY POLE VC VITRIFIED CLAY VERT VERTICAL W WATER, WEST W/ WITH W/0 WITHOUT CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 16. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE CONTRACT DOCUMENTS AND COORDINATE ALL EQUIPMENT BETWEEN THE DIFFERENT CONSTRUCTION DISCIPLINES HOURS, SATURDAYS, SUNDAYS, AND HOLIDAYS EXCLUDED, PRIOR TO EXCAVATING THE DIGSAFE PROJECT REFERENCE NUMBER(S) FOR LOCATION, SIZE, SERVICEABILITY, SUPPORT SYSTEMS, CONNECTIONS (PIPING, AT ANY LOCATION. A COPY OF SHALL BE GIVEN TO THE OWNER PRIOR TO EXCAVATION. ELECTRICAL, INSTRUMENTATION, ETC.), INCIDENTALS AND ANY AND ALL OTHER COMPONENTS REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM MEETING THE 2. LOCATIONS OF EXISTING PIPES, CONDUITS, UTILITIES, FOUNDATIONS AND OTHER APPROVAL OF THE ENGINEER. IF ONE SYSTEM IS SHOWN ON ONE SET OF DISCIPLINE UNDERGROUND OBJECTS ARE NOT WARRANTED TO BE CORRECT AND THE DRAWINGS/SPECIFICATIONS BUT THE SAME SYSTEM IS MISSING OR INCOMPLETE ON CONTRACTOR SHALL HAVE NO CLAIM' ON THAT ACCOUNT SHOULD THEY BE OTHER ANOTHER SET OF DISCIPLINE DRAWINGS/SPECIFICATIONS THE CONTRACTOR, AT NO THAN SHOWN. CONTRACTOR SHALL DIG TEST PITS AS NEEDED TO LOCATE ADDITIONAL COST TO THE OWNER, SHALL PROVIDE ALL NECESSARY EQUIPMENT, THESE ITEMS. DIGGING OF TEST PITS' SHALL BE INCIDENTAL TO THE PROJECT. MATERIALS, LABOR, SUPPORT SYSTEMS, CONNECTIONS (PIPING, ELECTRICAL, INSTRUMENTATION, ETC.), COORDINATION, INCIDENTALS AND ANY AND ALL OTHER 3. STONE WALLS, FENCES, MAIL BOXES, SIGNS, !CURBS, LIGHT POLES, ETC.. SHALL BE COMPONENTS REQUIRED FOR FURNISHING AND INSTALLING THE SYSTEM COMPLETE AS REMOVED AND REPLACED AS NECESSARY TO PERFORM THE WORK. UNLESS WELL AS PROVIDING A COMPLETE AND FUNCTIONAL SYSTEM MEETING THE APPROVAL OF OTHERWISE INDICATED, ALL SUCH WORK SHALL BE INCIDENTAL TO CONSTRUCTION THE ENGINEER. OF THE PROJECT. 17. CONTRACTOR SHALL VISIT AND EXAMINE THE SITE TO FULLY UNDERSTAND ALL THE 4. ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND THE LIMITS OF CONDITIONS PERTAINING TO THE WORK, UNDERSTAND DIFFICULTIES TO BE ENCOUNTERED, CONSTRUCTION SHALL BE RESTORED AT NO' ADDITIONAL COST TO THE OWNER. UNDERSTAND THE SCOPE OF THE DEMOLITION WORK FOR ALL SYSTEMS WHETHER SHOWN OR DESCRIBED AT NO ADDITIONAL COST TO THE OWNER. THE EXACT LOCATION 5. CONCRETE CRADLES OR ARCHES SHALL BE CONSTRUCTED WHERE SHOWN ON THE OF EXISTING PIPE, BUILDINGS, SERVICES, ETC. ARE TO BE FIELD VERIFIED. DRAWINGS OR WHERE REQUIRED BY THE ENGINEER. UNLESS OTHERWISE INDICATED, CONCRETE'USED FOR PIPE ANCHOR BLOCKS, BACKING, PIPE CRADLES, ARCHES, 18• CONTRACTOR TO VERIFY ALL DIMENSIONS, CLEARANCES, ELEVATIONS, AND SIZES OF AND FILL SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 EXISTING PIPES AND BUILDINGS. DAYS. 19• ALL WORK UNDER THIS CONTRACT SHALL BE LIMITED TO THE "LIMIT OF WORK" 6. CONCRETE THRUST BLOCKS, ANCHOR BLOCKS, OR APPROVED JOINT RESTRAINT BOUNDARY SHOWN ON THE DRAWING. METHODS SHALL BE PROVIDED FOR WATER MAINS WHERE ANY BENDS, TEES, PLUGS, OR WYES ARE INSTALLED. FOR THRUST BLOCK DETAILS AND MINIMUM 20, DEMOLITION DEBRIS MATERIAL SHALL IMMEDIATELY BECOME THE PROPERTY OF THE BLOCK BEARING AREAS, CONTRACTOR AND BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS UNLESS OTHERWISE REQUIRED BY 7. THE CONTRACTORS HALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, OR THE ENGINEER. EQUIPMENT ON DRAINAGE STRUCTURES OR WITHIN 100 FEET OF WATERCOURSE. 21 IF UNSUITABLE MATERIAL IS ENCOUNTERED IN STRUCTURAL AREAS OR AREAS OF I 8. SEWER .TRENCHES MAY BE EXCAVATED. WIDER THAN THE 'LIMIT OF EXCAVATION • PROPOSED PAVEMENT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. FOR EARTH EXCAVATION' ABOVE THE `LINE OF NARROW TRENCH LIMIT.' ANY SUCH ADDITIONAL EXCAVATION SHALL BE AT THE CONTRACTORS EXPENSE AND 22. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROLS SHALL NOT BE MEASURED FOR PAYMENT. FOR THE DURATION OF THE PROJECT. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE FURNISHED, INSTALLED, MAINTAINED, AND REPLACED BY THE 9. BELOW THE `LINE OF NARROW TRENCH LIMIT' THE TRENCH SHOULD NOT BE CONTRACTOR AS NEEDED TO ENSURE THAT SEDIMENT -LADEN WATER DOES NOT EXCAVATED BEYOND THE TRENCH WIDTH W. IF MATERIAL IS LOOSENED OR LEAVE THE LIMITS OF CONSTRUCTION. REMOVED BEYOND THE ABOVE MENTIONED LIMITS, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE CRUSHED STONE FOR THE FULL WIDTH OF THE TRENCH AT 23. ALL WATER WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND NO ADDITIONAL COST TO THE OWNER. REGULATIONS, AND STANDARDS OF THE TOWN OF YARMOUTH, WATER DEPARTMENT. 10. SHEETING TO BE LEFT IN PLACE SHALL BE USED WHERE SHOWN ON THE 24. ALL SEPTIC WORK SHALL BE PERFORMED IN ACCORDANCE WITH OF MASSACHUSETTS THE TOWN OF YARMOUTH, BOARD OF HEALTH REGULATIONS. DRAWINGS OR WHERE REQUIRED BY '''THE ENGINEER. IT SHALL BE LEFT IN PLACE TITLE V REGULATIONS AND BELOW A LINE 12 INCHES ABOVE THE TOP OF THE PIPE/STRUCTURE UNLESS 25. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED LOCAL, STATE, AND OTHERWISE REQUIRED BY THE ENGINEER. UTILITY CONSTRUCTION PERMITTING. 11. FOUR FOOT INSIDE DIAMETER MANHOLES SHALL BE USED WITH SEWERS LESS THAN IN DIAMETER, AND FIVE OR SIX FOOT INSIDE DIAMETER MANHOLES 26. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE 24 INCHES SHALL BE USED WITH SEWERS EQUAL TO OR GREATER THAN 24 INCHES IN STANDARDS AND SPECIFICATIONS OF THE TOWN OF YARMOUTH, AND THE DIAMETER, UNLESS OTHERWISE SPECIFIED. MASSACHUSETTS DEPARTMENT OF TRANSPORTATION. 12. OPENINGS FOR PIPE IN PRECAST MANHOLE BASES SHALL BE CAST IN THE 27. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING BITUMINOUS CONCRETE PAVEMENT BETWEEN ALL NEW CURB LINES, BUILDINGS, SIDEWALK, AND SAWCUT REQUIRED LOCATIONS DURING MANHOLE MANUFACTURE. FIELD CUT OPENINGS WILL LIMITS AS SHOWN ON THE DRAWINGS UNLESS NOTED OTHERWISE. NOT BE PERMITTED UNLESS APPROVED BY ',THE ENGINEER. 13. FORM BRICK INVERTS IN MANHOLES WITH BRICK ON EDGE TO A DEPTH OF 0.8 28. CONTRACTOR SHALL COORDINATE WITH THE TOWN TO INSTALL ANY PROJECT INSIDE DIAMETER OF PIPE AND FORM A 1 INCH SLOPED BENCH WITH BRICK FLAT. SIGNAGE. INVERT SHALL BE SLOPED UNIFORMLY BETWEEN INLET AND OUTLET PIPE AND SHALL BE FORMED AND FILLED AS REQUIRED TO DIRECT THE FLOW AS INDICATED AND TO PREVENT DEPOSITION OF SOLIDS. II,SHALL 14. THE TOP OF THE MANHOLE COVER BE SET FLUSH WITH FINISHED GRADE, UNLESS OTHERWISE REQUIRED BY THE ENGINEER. 15. PROTECTION OF WATER SUPPLIES -I� WHENEVER A SEWER MUST CROSS UNDER A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHEN THE ELEVATION OF THE SEWER CANNOT BE VARIED TO MEET THE ABOVE REQUIREMENT, THE WATER MAIN SHALL BE RELOCATED BY THE CONTRACTOR AS REQUIRED BY THE ENGINEER TO PROVIDE THIS SEPARATION OR THE CONTRACTOR SHALL CONSTRUCT THE NEW SEWER OF CLASS 150 PRESSURE PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE WATER MAIN. ONE FULL LENGTH OF CLASS 150 PRESSURE PIPE SEWER 'SHOULD BE CENTERED ON THE WATER MAIN AS MUCH AS POSSIBLE. THE SEWER CONSTRUCTED OF THE PRESSURE PIPE MUST BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. AREAS RESERVED FOR SNOW STORAGE s .,. % - l � • 41( r / ZONE X Ile I t /ZONE A(EL X13�d EA / s IS 41 / SNOW STORAGE AREAS NOT TO SCALE Droject: NEW DPW FACILITY TOWN OF YARMOUTH, MA 507 BUCK ISLAND ROAD YARMOUTH, MA 02664 Weston @ oso§ Weston & Sampson Engineers, Inc. 100 Foxborough Boulevard Suite 250 Foxborough, MA 02035 (508) 698 3034 N (800) SAMPSO www.westonandsompson.com Consultants: Seal %" OF �$? i SEPH RUGI VIL 54361 IS �s`SaNA Revisions: Rev Date Description NOT FOR CONSTRUCTION Issued For: PERMITTING NORTH Date: Drawn By: Reviewed By: Approved By: AUGUST 2, 2019 BH JSP JSP W&S Project No: 2170117 Drawing Title: ABBREVIATIONS, NOTES, AND LEGEND Sheet Number: C1 oo ■ WESTON & SAMPSON COPYRIGHT 2018