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HomeMy WebLinkAbout05 10 Sisson Place Grease Trap Replace_1103146 4 12 0 Isson -ace ease rae ace en Cornell University Ithaca. New York Facilities Engineering Civil, Structural, Architectural, Mechanical Electrical, Environmental & Energy Engineering DRAWING IST T-001 TIT E SHEET CIVIL C-000 NOTES AND LEGENDS C-101 LAYOUT PLAN, DETAILS AND NOTES PLUMB NG P-100 PARTIAL BASE ENT P U BING F OOR P NS, SCHEDULES, SPECIFICATIONS AND SYMBOLOGY LOCATION PLAN -10 SISSON P C BASEMENT AREA OF WORK WARNING: I IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION_ ARCH. CIVIL. ELEC. MECH. REVISIONS: DATE: 11/3/14 - ISSUE FOR CONSTRUCTION A DATE. Provide plumbing and site alterations as required to rep ace the existing interior kitchen grease interceptor located in Room B05 with an exterior grease interceptor at 10 Sisson Places DATE: November , 2014 FACILITY; ' 4766 DESIGN: s EE DESIGN DRAWN: TIT E SHEET T-001 P0488 16 5 4 12 Q 2 16 4 12 11 10 7 6 UTILI SYMBOLS fit SANITARY SEWER STORM SEWER OPEN DRAINAGE DITCH ELECTRIC OVERHEAD ELECTRIC UNDERGROUND ELECTRIC DIRECT BURIED TELEPHONE OVERHEAD TELEPHONE UNDERGROUND ELEC. & TEL UNDERGROUND T V. CABLE OVERHEAD T.V. CABLE UNDERGROUND _ TELECOMMUNICATIONS TELECOM. FIBER OPTICS WATER (POTABLE) HOT WATER (HEATING) HOT WATER (DOMESTIC) CHILLED WATER (SUPPLY & RETURN) _ CATHODIC PROTECTION (ANODE) CATHODIC PROTECTION TEST STATION STEAM & CONDENSATE RETURN PUMPED CONDENSATE RETURN GAS VALVE UTILITY POLE CATCH BASIN MANHOLE HYDRANT POST INTICATOR VALVE OR a� — STREET LIGHT TUNNELS VAULTS FENCE 815.6 G" $ E ELEVATION GRADE CONTOUR TREE REMOVE EXISTING UTILITY E -E (DB T TeiFe} A� CP TS 6"S & 2"R )i C PCI 6"G • OR 0 P.I.V. —818 ------ BACKFILL - UTI I SYMBO S BACKFILL GRAVEL BITU NOUS CONCRETE CRUSHER -RUN EROCK CONCRETE SAND PAVEMENT RE V EPLACEMENT EXISTING GRADE (TURF) GENERA ABBREVIATIONS AFF ADJ ALT CC CLG COL CMU CONST CONT DTL DIM DWG EXT FIN FF GA H INCL INT L MAX MIN MISC NIC NTS OC RO SHT STD STL TYP VERT VIF W ABOVE FINISHED FLOOR ADJACENT ALTERNATE CENTER TO CENTER CEILING COLUMN CONCRETE MASONRY UNIT CONSTRUCTION CONTINUOUS DETAIL DIMENSION DRAWING EXTERIOR FINISHED FINISHED FLOOR GAGE HEIGHT INCLUDED INTERIOR LENGTH MAXIMUM MINIMUM MISCELLANEOUS NOT IN CONTRACT NOT TO SCALE ON CENTER ROUGH OPENING SHEET STANDARD STEEL TYPICAL VERTICAL VERIFY IN FIELD WIDTH GENE ABBREVIATIONS UTILITY ABBREVIATIONS ABND BITUM CB CWSICWR CO CONC GOND CW DIA DW EL E EXST FT FW HP HYD ID INV LP MH NG OD PCR PIV PVMT RD REF REQD X STM STA XX T UD W/ W/O ABANDONED BITUMINOUS CATCH BASIN CHILLED WATER SUPPLY URN CLEANOUT CONCETE CONDENSATE CITY WATER (CITY OF ITHACA DOMESTIC AND FIRE WATER) DIAMETER DOMESTIC WATER ELEVATION ELECTRIC(AL) EXISTING FEET FIRE WATER (CORNELL UNIVERSITY FIRE AND DOMESTIC WATER) HIGH POINT HYDRANT INSIDE DIAMETER INVERT LOW POINT MANHOLE NATURAL GAS OUTSIDE DIAMETER PUMPED CONDENSATE RETURN POST INDICATOR AND VALVE PAVEMENT RADIUS ROAD REFERENCE REQUIRED SANITARY ST STATION STORM WATER TELEPHONE UNDERDRAIN WITH WITHOUT GENERAL DEMOLITION NOTES: 1.0 THESE DRAWINGS ARE FOR USE BY CORNELL UNIVERSITY AND ITS AUTHORIZED REPRESENTATIVES ONLY. ANY QUESTIONS REGARDING THIS PROJECT SHOULD BE DIRECTED TO THE PROJECT MANAGER AS NAMED ON TITLE SHEET T101. 2.0 IF A CONFLICT IS NOTED BETWEEN WHAT IS SHOWN ON ONE PART OF A DRAWING OR SPECIFICATION AND WHAT IS SHOWN IN ANOTHER PART OF THE DRAWING OR SPECIFICATION, OR CONDITIONS DISCOVERED AT THE CONSTRUCTION SITE, THE CON CTOR SHALL NOTIFY THE PROJECT AGER IN A TIMELY MANNER. IN THE CASE OF A MINOR CONFLICT WITHIN THE CONSTRUCTION DOCUMENTS, THEY SHALL BE INTERPRETED ACCORDING TO THE FOLLOWING HIERARCHY: 2.1 WHERE A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON A S SCALE DRAWING, AND AT IS SHOWN ON A LARGER SCALE DRAWING, THE LARGER SCALE DRAWING SHALL GOVERN. 2.2 ERE A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON A DRAWING, AND THE NOTES ATTACHED TO THE DRAWING, THE NOTES SHALL GOVERN. 2.3 WHERE A CONFLICT EXISTS BE EEN THE DRAWINGS, AND THE SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. .0 ALL REFERENCES TO CODES ON THE DRAWINGS OR IN THE SPECIFICATIONS ARE TO BE THE STANDARD IN EFFECT AT THE DATE OF THIESE DRAWINGS AND ARE TO BE IN COMPLIANCE WITH, BUT NOT LIMITED TO THE FOLLOWING: 3.1 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. 3.2. NATIONAL ELECTRIC CODE. 3.3. OCCUPATIONAL SAFETY AND HEALTH ADMINIST TION. 3.4. LIFE SAFETY CODE NFPA 101. 3.5. ALL LOCAL TOWN AND MUNICIPALITY CODES. 4.0 THE CONTRACTOR SHALL TAKE ALL NECESSARY, PRUDENT OR LEGALLY REQUIRED MEASURES TO INSURE THE SAFETY OF ALL PERSONS WORKING AT, OR VISITING THE SITE DURING CONSTRUCTION. THIS INCLUDES THE ERECTION OF ANY RAILINGS, BARRIERS, STEPS, SCAFFOLDING OR OTHER PROTECTIVE DEVICES AS NECESSARY. .0 THE WORK SHALL BE INSTALLED TO GENERALLY ACCEPTED STANDARDS OF WORKMANSHIP, AND SHALL BE PLUMB, TRUE, LEVEL, AND OR SQUARE. EXISTING SITE CONDITIONS WILL BE ACCOMMODATED BY NEW CONSTRUCTION. 6.0 THE CONTRACTOR SHALL SUPPLY MATERIALS AND LABOR TO ACCOMPLISH THE WORK, AS INDICATED BY THESE DRAWINGS AND ANY ACCOMPANYING SPECIFICATIONS. ALTHOUGH THE DRAWINGS OFTEN SHOW SELECTED VI S OF PARTICULAR PORTIONS OF THE WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE COMPLETE AND FUNCTIONING ASSEMBLIES. 7.0 ALL WASTE MATERIAL SHALL BE DISPOSED OF IN A MANNER CONSISTANT WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 8.0 DIMENSIONS ARE FROM CENTERLINE OF WALLS UNLESS OTHERWISE NOTED. AF NG: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION 'FALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH: CIVIL: ELEC: MECH: REVISIONS: DATE: 11/3/14 - ISSUE FOR CONSTRUCTION 16 14 13 NOT USED 12 MATERIA S DESIGNATION UTI I ABBREVIATIONS NOTES EL0 cn z C1) (I- C) 2 Cis DATE: November 3.2014 FACILITY: 4766 DESIGN: DRAWN: R. CHI G jrg NOTES AND LEGENDS c.-000 P0488 A 11 10 8 7 4 2 16 15 4 EXISTING 2 0 TOPSOIL MIX LAWN SEED STRAW MULCH - STALKS FROM OATS,WHEAT AND/OR RYE FREE FROM SEED AND WEED SEED NON WOVEN GEOTEXTILE FILTER FABRIC NON WOVEN GEOTEXTILE FILTER FABRIC MIRAFI 140NL OR EQUAL TOPSOIL SURFACE CCW MIRADRAIN 6200 LOOSE LAID 1, EXISTING BUILDING FOUNDATION WALL NATIVE SOIL BACK FILL INV. IN: 95.50' WATERPROOF WALL WITH SONOSHIELD HML. 5000 OR EQUAL WATERPROOF WALL WITH SONOSHIELD HML 5000 CORE BORE HOLE CAULK TO WALL GENERAL NOTES: 1.0 THESE DRAWINGS ARE FOR USE BY CORNELL UNIVERSITY AND ITS AUTHORIZED REPRESENTATIVES ONLY. 2.0 IF A CONFLICT IS NOTED BETWEEN WHAT IS SHO ON ONE PART OF A DRAWING OR SPECIFICATION AND WHAT IS SHOWN IN ANOTHER PART OF THE DRAWING OR SPECIFICATION, OR CONDITIONS DISCOVERED AT THE CONSTRUCTION SITE, THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER IN A TIMELY MANNER. IN THE CASE OF A MINOR CONFLICT WITHIN THE CONSTRUCTION DOCUMENTS, THEY SHALL BE INTERPRETED ACCORDING TO THE FOLLOWING HIERARCHY: 2.1 WHERE A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON A SMALL SCALE DRAWING, AND WHAT IS SHOWN ON A LARGER SCALE DRAWING, THE LARGER SCALE DRAWING SHALL GOVERN. 2.2 WHERE A CONFLICT EXISTS B EEN WHAT IS SHOWN ON A DRAWING, AND THE NOTES ATTACHED TO THE DRAWING, THE NOTES SHALL GOVERN. 3.0 ALL REFERENCES TO CODES ON THE DRAWINGS OR IN THE SPECIFICATIONS ARE TO BE THE STANDARD IN EFFECT AT THE DATE OF THESE DRAWINGS AND ARE TO BE IN COMPLIANCE WITH, BUT NOT LIMITED TO THE FOLLOWING: SILICONE ADHESIVE MECHANICAL WALL SLEEVE ELECTRICAL ISOLATING "LINK -SEAL" NYSDOT 703 1A STONE NYLON STRAP (3) 7,500 LBS MIN LOAD CAPACITY CORROSION RESISTANT TURNBUCKLE (3 PER SIDE) 7,500 LBS MIN LOAD CAPACITY CONCRETE DEADMAN 12"X 12"X 8' 4000 PSI @ 28 DAYS O #4 REBAR THREE ANCHOR EYES LOCATE BEYOND SHADOW OF TANK NOTE: VERIFY NO METAL CONTACT BETWEEN PIPE AND "LINK -SEAL" OR STEEL SLEEVE INTERIOR 3.1 NEW YORK STATE BUILDING CODE. 3.2 NATIONAL ELECTRICAL CODE. 3.3 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. 3.4 LIFE SAFETY CODE NFPA 101. 3.5 ALL LOCAL TOWN AND MUNICIPALITY CODES. YARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION "ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH - CIVIL: ELEC. MECH: REVISIONS: DATE: 11/3/14 - ISSUE FOR CONSTRUCTION A 4.0 THE CON CTOR SHALL TAKE ALL NECESSARY, PRUDENT OR LEGALLY REQUIRED MEASURES TO INSURE THE SAFETY OF ALL PERSONS WORKING AT, OR VISITING THE SITE DURING CONSTRUCTION. THIS INCLUDES THE ERECTION OF ANY RAILINGS, BARRIERS, STEPS, SCAFFOLDING OR OTHER PROTECTIVE DEVICES AS NECESSARY. TOPSOIL AND BACKF1 CCW MIRADRAIN 6200 LOOSE LAID EXISTING FOUNDATION WALL 12" COMPACTED NYSDOT 304 PE2 CRUSHER RUN CANT STRIP WATERPROOF WALL EXPOSED BY EXCAVATION: 1.0 PRESSURE WASH. 2.0 APPLY SONOSHIELD HML 5000 OR EQUAL PER MANUFACTURER'S INSTRUCTIONS. 3.0 INSTALL CLW MIRAD IN 6200 PER MANUFACTURER'S INSTRUCTIONS. UNDISTURBED SOIL PROTECT FOOTER DRAIN OR REPAIR AS NECESSARY 4.0 PROTECT TOP OF MIRADRAIN PER DETAIL. SCALE: ELEVATION BENCHMARK TOP OF CURB AT CORNER 99.77 UNDERDRAIN FROM BOTTOM OF TANK EXCAVATION SLOPE AWAY FROM TANK 5%© MIN TRENCH 12" WIDE MINIMUM BOTTOM 12" FILLED WITH NYSDOT 703 "1A STONE BACKFILL WITH COMPACTED NATIVE SOIL OVER FILTER FABRIC 6" TOPSOIL, SEED FOR LAWN -1,000 GALLON GR SE P T K CLEANOUT PRESSURE TIGHT CAP (TYYP.) DEPTH PER 4/C-101 4" CAST IRON PIPING SLOPE 2%0 (TYP) 5.0 THE WORK SHALL BE INSTALLED TO GENERALLY ACCEPTED STANDARDS OF WORKMANSHIP, AND SHALL BE PLUMB, TRUE, LEVEL, AND OR SQUARE. EXISTING SITE CONDITIONS WILL BE ACCOMMODATED BY NEW CONSTRUCTION. 6.0 THE CONTRACTOR SHALL SUPPLY MATERIALS AND LABOR TO ACCOMPLISH THE WORK, AS INDICATED BY THESE DRAWINGS AND ANY ACCOMPANYING SPECIFICATIONS. ALTHOUGH THE DRAWINGS OFTEN SHOW SELECTED VIEWS OF PARTICULAR PORTIONS OF THE WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE COMPLETE AND FUNCTIONING ASSEMBLIES. 7.0 ALL WASTE MATERIAL SHALL BE DISPOSED OF IN A MANNER CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 8.0 VERIFY DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. EARTHWORK: 1.0 PROTECT DRAINAGE INLETS FROM SEDIMENT. 2.0 PROTECT TREES, HARDSCAPE AND BUILDING FROM DAMAGE. 3.0 TOPSOIL SHALL BE STRIPPED AND STOCKPILED SEPARATELY. 4.0 SHORE EXCAVATION. OPERATIONS SHALL COMPLY WITH OSHA REQUIREMENTS. 5.0 INSTALL SAFETY FENCE AND BARRICADES AROUND OPEN EXCAVATION. 6.0 RECONSTRUCT SUBGRADES DAMAGED BY FREEZING, RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES. 7.0 STOCKPILE SOIL MATERIALS AWAY FROM EDGE OF EXCAVATION. 8.0 SUBBASE SHALL CONSIST OF CRUSHER RUN LEDGEROCK OR CRUSHER RUN COBBLES PER NYSDOT SEC. 304, TYPE 2 COMPACTED TO 95% MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE. 9.0 SOIL BACKFILL SHALL CONSIST OF NATIVE SOIL FREE OF: ORGANIC OR COMPRESSIBLE MATERIALS; FROZEN MATERIALS; STONES LARGER THAN 6"; HIGHLY PLASTIC CLAYS; ALL MATERIALS SUBJECT TO DECAY, DECOMPOSITION OR DISSOLUTION; AND OF CORROSIVE MATERIALS. SOIL BACKFILL SHALL BE PLACED IN IMUM 8" LIFTS AND COMPACTED TO 90%© MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE. 111.0 TOPSOIL SHALL BE PLACED 4" THICK MINIMUM. SUPPLEMENT STOCKPILED TOPSOIL WITH N AS REQUIRED CIVIL SCOPE OF WORK: CONTACT DIG SAFELY NEW YORK 1-800-962-7962 TO ARRANGE FOR UNDERGROUND UTILITY CLEARANCE PRIOR TO EXCAVATION. COORDINATE WITH CORNELL FACILITIES MANAGER. VERIFY EXISTING CONDITIONS AND ELEVATIONS, EXCAVATE TO INSTALL N GREASE T AND ASSOCIATED PIPING. CORE BORE HOLES THROUGH BASEMENT WALL. INSTALL GREASE P AND ASSOCIATED PIPING INTO BASEMENT MECHANICAL ROOM. SEAL OPENINGS IN BASEMENT WALL. INSTALL WATERPROOFING ON BASEMENT WALL. BACKFILL AROUND GREASE P AND PIPING. INSTALL TOPSOIL SEED, MULCH, AND ► MAINTAIN UNTIL LAWN IS ESTABLISHED. RESTORE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. FLOOR / WINDOW ELL 97.63 TOP / SILL 98.2 FF 92.5 INV / SANITARY PIPE FROM KITCHEN +/- 99.7 INV / SANITARY PIPE OUT TO STREET +/- 93.5 0 co Q) U) ca3vJ PIPE BEDDING D p DATE: November 3.2014 FACILITY: DESIGN: DRAWN: R. CHIANG 10 SISSON PLACE SIGMA ALPHA MU 4766 LAYOUT P N SCALE: SCALE: NONE NOTES LAYOUT PLAN, DETAILS AND NOTES 16 15 14 C-101 P0488 13 12 11 10 9 8 5 2 TAG GI - PECS 16 (E) (0) CO SAN EXISTING DEMOLITION EXPOSED CLEAN OUT PLUG SANITARY DESCRIPTION GRAVITY GREASE INTERCEPTOR C 4 0 PIPE DOWN PIPE UP BOTTOM PIPE CONNECTION TOP PIPE CONNECTION CLEANOUT PLUG -NAME" (E) - PLEASE NOTE IF GREASE INTERCEPTOR SCHEDULE 2 POINT OF DISCONNECTION POINT CIF CONNECTION EXISTING PIPING STING, AN 'E' IS ADDED NEW EQUIPMENT EXISTING EQUIPMENT - DEMOLITION WORK BOD BOO MAX FLOW RATE MANUFACTURER MODEL (GPM) SCHIER PRODUCTS GGI-1000 314 1 PROVIDE TANK MANUFACTURER ADJUSTABLE ACCESS COVER RISERS EQUAL TO SCHIER PRODUCTS MODEL SR24 (2) LR24 (2). 2 RISERS SHALL INCLUDE COVER CLAMPS AND GASKETS FOR WATER AND GAS TIGHT SEAL. 3 REQUIRED RISER HEIGHT IS 48". 4 TANK CONSTRUCTION SHALL BE SEAMLESS, MOLDED HIGH DENSITY POLYETHYLENE WTH A MINIMUM WALL THICKNESS OF 3/4" 5 COVER SHALL BE OF COMPOSITE MATERIAL TO HANDLE LIGHT TRAFFIC LOADING. 6 CONTRACTOR SHALL SUBMIT TANK AND ACCESSORY PRODUCT DATA FOR REVIEW. PIPE SERVICE DRAIN, WASTE & VENT PIPING DRAIN, WASTE & VENT PIPING BELOW GRADE SPECS 1 2 3 4 ABBR SAN IATION V SAN 1 V PIPE SIZE ALL SIZES ALL SIZES GREASE CAPACITY (LBS) 1,080 QUID CAPACITY (GALLONS) 1.000 INLET/OUTLET (IN) 4 10 PLUMBING SCOPE OF WORK: 1.0 REMOVE EXISTING SANITARY AND VENT PIPING IN PREPARATION FOR INSTALLATION OF NEW WORK AS PER DRAWINGS. ; 2.0 REMOVE EXISTING GREASE INTERCEPTOR AS SHOWN ON DRAWINGS. 4" SAN (E) 2-1/2" SAN (E) 2"V(E)c 3.0 4.0 PROVIDE NEW BELOW GRADE GREASE INTERCEPTOR, PIPING AND APPURTENANCES AS PER DRAWINGS. COORDINATE WITH CIVIL/SITE DRAWINGS FOR EXTERIOR GR SE P AND SANITARY PIPING INSTALLATIONS. SCOPE OF WORK GENERAL NOTES: 1.0 BO1A B0002 4" SAN DROP TO BELOW SLAB (E) 0 2 /4 =1'-0' SCALE: 1/4" = 1'-0" 4" SAN DROP TO GREASE INTERCEPTOR INLET ELEVATION SLAB (0) 4" SAN (D) 2" V (D) REFER TO AND COORDINATE WI THE CIVIL D WINGS FOR THE FOLLOWING WORK: 1.1 PIPE PENETRATIONS THROUGH THE EXTERIOR WALL. 1.2 GREASE INTERCEPTOR TANK INSTALLATION. 1.3 SANITARY PIPING SLOPE. SANITARY PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT (2%) SLOPE. /ARNING: IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT OR ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF THIS DOCUMENT IS ALTERED, THE ALTERING ARCHITECT OR ENGINEER SHALL AFFIX TO SUCH DOCUMENT HIS SEAL AND THE NOTATION , "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCH - CIVIL: A� ELEC- MECH. g , REVISIONS: DATE: 11/3/14 - ISSUE FOR CONSTRUCTION 2.0 DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. IF DIMENSIONS OR CONDITIONS ARE FOUND TO BE IN CONFLICT WITH THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY REFER THE CONFLICT TO THE PROJECT SERVICES GROUP REPRESENTATIVE. 3.0 UTILITY SHUTDOWNS: SHUTDOWN OF ANY BUILDING UTILITY SYSTEM SHALL' BE COORDINATED WITH THE PROJECT REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO SCHEDULED SHUTDOWN IN ORDER TO COORDINATE WITH BUILDING OCCUPANTS AFFECTED. 4.0 ANY RESTORATION WORK REQUIRED AS A RESULT OF DISTURBING FINISHES OR STRUCTURE IN ORDER TO ACCESS SYSTEMS REQUIRING REPAIR SHALL BE AT NO COST TO THE UNIVERSITY. 5.0 PIPING INSTALLATION 5.1 INSTALL PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS. DIAGONAL RUNS ARE PROHIBITED UNLESS SPECIFICALLY INDICATED OTHERWISE. 5.2 INSTALL PIPING FREE OF SAGS AND BENDS. 5.3 SUPPORT ALL PIPING SUCH THAT IT IS FREE OF SAGGING, AND INDEPENDENT OF EQUIPMENT CONNECTIONS. 5.4 INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. 5.5 CONNECT BRANCH PIPING FROM TOP OR SIDE OF HORIZONTAL PIPING. 5.6 INSTALL CLEANOUTS IN ACCESSIBLE LOCATIONS. KEYED DEMOLITION NOTES: Q DISCONNECT AND REMOVE THE EXISTING GREASE INTERCEPTOR AND CONNECTED SANITARYNENT PIPING TO THE EXTENT SHOWN. 02 DISCONNECT AND REMOVE EXISTING 4" SANITARY DRAIN FROM EXISTING GREASE T = BACK TO SANITARY MAIN RISER. Q' DISCONNECT AND REMOVE EXISTING 2" VENT AND CONNECTIONS TO EXISTING GREASE INTERCEPTOR DRAIN TO EXTENT SHOWN. REFER TO 2/P-100 FOR RECONNECTION. Q DISCONNECT AND REMOVE EXISTING 4" AND 2-112" SANITARY DRAINS FROM FIRST FLOOR KITCHEN TO GREASE TRAP INLET IN ROOM B05. REFER TO 2/P-100 FOR RECONNECTION. KEYED CONSTRUCTION NOTES: Q CONNECT EXISTING 4" AND 2-1/2" SANITARY DRAINS FROM FIRST FLOOR KITCHEN TO 4" GREASE INTERCEPTOR INLET MAIN. PLUMBING PPE AND F T NG SCHEDULE MATERIAL ASTM A74, ASTM A:'=8 SERVICEWEIGHT CAST IRON ASTM A74 SERVICE WEIGHT CAST IRON FITTINGS ASTM A74, ASTM A888 CAST IRON NO -HUB ASTM A74 CAST IRON BELL & SPIGOT JOINT ASTM C1277 NEOPRENE GASKET SS BANDS ASTM C564 BELL & SPIGOT NEOPRENE GASKET INSTALL SLEEVE SEAL SYSTEM FOR PIPES PASSING THROUGH EXTERIOR CONCRETE WALLS INSTALL PLUMBING SYSTEMS TO FACILITATE SERVICE. MAINTENANCE AND REPAIR OR REPLACEMENT OF COMPONENTS, ALL WASTE PIPING SHALL BE PITCHED AT 1/4" PER FOOT, C ING AND PROTECTION OF WASTE AND VENT PIPING CL INTERIOR OF PIPING SYSTEM. REMOVE DIRT AND DEBRIS AS WORK PROGRESSES PROTECT DRAINS DURING CONSTRUCTION PERIOD TO AVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DA GE FROM TRAFFIC AND CONSTRUCTI RK PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY AND WHEN WORK STOPS CONNECT 4" SANITARY DRAIN FROM GREASE INTERCEPTOR OUTLET TO EXISTING 4" SANITARY MAIN DROP TO BELOW SLAB. PROVIDE RAISED HEAD TAPER THREAD CLEANOUT PLUG AT TOP OF RISER EQUAL TO J.R. SMITH MODEL 4475. E CL } ci) z CD 2 O CONNECT 2" VENT FROM GREASE INTERCEPTOR INLET AND OUTLET PIPING TO EXISTING 2" VENT. Q 4" SANITARY DRAIN THROUGH EXTERIOR WALL TO GREASE INTERCEPTOR. INVERT @ 95.7 (3'-2" ABOVE FINISH FLOOR). REFER TO 1/C-101 FOR WALL PENETRATION/TANK INSTALLATION. B0040 4" SAN DROP TO BELOW SLAB (E) 4" SANITARY DRAIN THROUGH EXTERIOR WALL FROM GREASE INTERCEPTOR. INVERT @ 95.3 (2'-10" ABOVE FINISH FLOOR). REFER TO 1/C-101 FOR WALL PENETRATION/TANK INSTALLATION. C> PROVIDE 4" RAISED HEAD TAPER THREAD CLEANOUT PLUG EQUAL TO J.R. SMITH MODEL 4475. U) Q) Urs, am�co t1) vJ c A E DATE: November 3, 2014 FACILI : 4766 REFER TO CIVIL DRAWING C-101 FOR BELO G DE PIPING ON AND TANK INSTALLATION. DESIGN: T. FISHER DRAWN: i PARTIAL BASEMENT PLUMBING FLOOR PLANS, SCHEDULES, SPECIFICATIONS AND SYMBOLOGY 0 2 SCALE: 114'=1'-0" SCHEDULES AND SPECIE CATIONS SCALE: P-100 P0488 6 5 4 2 10