Loading...
HomeMy WebLinkAboutBig Red Barn Grease Trap Replacement16 15 14 13 12 0 C D E F G H Big Red Barn Grease Trap Replacement Cornell University Ithaca, New York Facilities Engineering Architecture & Structural, Civil & Environmental, Mechanical and Electrical Engineering Humphreys Service Building; Ithaca, N.Y. PROJECT SCOPE Provide plumbing and site alterations as required to replace the existing kitchen grease trap located below grade at the northwest corner of the facility. Provide new manhole, grease interceptor and associated underground piping. DRAWING LIST T-001 TITLE SHEET CIVIL C-000 C-101 PLUMBING P-000 P-101 NOTES AND LEGENDS LAYOUT PLAN AND DETAILS PLUMBING SCOPE OF WORK, GENERAL NOTES, SCHEDULES AND SPECIFICATIONS PARTIAL FIRST FLOOR PLUMBING FLOOR PLANS LOCATION PLAN - BIG RED BARN, FIRST FLOOR MICRO -KEL VIN 2075 AREA OF WORK ANDREW DICKSON WHITE HOUSE 2006 .w� WARNING: IT ISA 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/STRUCT• CIVIL/ENV: ELECTRICAL: MECHANICAL. REVISIONS: DATE: 3/21/2016 - ISSUE FOR CONSTRUCTION 5Cf 2 DATE: March 21, 2016 FACILITY: 2040 DESIGN: FE DESIGN DRAWN: jd TITLE SHEET T-001 8364167 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 I 15 I 14 13 12 11 10 9 1 8 1 7 6 1 5 1 4 3 1 2 1 1 3 ) I UTILITY SYMBOLS GENERAL ABBREVIATIONS EARTHWORK NOTES: 1.0 PROTECT DRAINAGE INLETS FROM SEDIMENT. 2.0 PROTECT TREES, HARDSCAPE AND BUILDING FROM DAMAGE. 3.0 SHORE EXCAVATION. OPERATIONS SHALL COMPLY WITH OSHA REQUIREMENTS. 4.0 INSTALL SAFETY FENCE AND BARRICADES AROUND OPEN EXCAVATION. 5.0 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. 6.0 LINE GREASE TRAP EXCAVATION WITH NON WOVEN FILTER FABRIC: MIRAFI 140N OR EQUAL INSTALL GREASE TRAP ON 6" THICK GRAVEL PAD: NYSDOT 304 TYPE 2 PER NOTE #5 BACKFILL TO SUBBASE WITH SAND: NYSDOT 703-4 1B RESTORE SURFACE WITH 6" CRUSHER RUN: NYSDOT 304 TYPE 2 PER NOTE #5 CONCRETE NOTES: ALL CONCRETE WORK, CONSTRUCTION, AND REINFORCING DETAILS SHALL CONFORM TO THE BUILDING CODE OF NEW YORK STATE AND "THE MANUAL OF STANDARD PRACTICE" (ACI -301, ACI 318, AND ACI 302.), LATEST EDITION. 2.0 THE CONCRETE MIXES SHALL MEET THE FOLLOWING MINIMUM CRITERIA: 2.1 CEMENT SHALL COMPLY WITH ASTM C150, TYPE I OR II. 2.2 CONCRETE SHALL BE NORMAL WEIGHT (CURED DENSITY 145 PCF) CONTAINING NON-REACTIVE LIMESTONE AGGREGATE (ASTM C1260, C227 & C289), WELL GRADED AND COMPLYING WITH ASTM C33. 2.3 MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 5000 PSI AT 28 DAYS. 2.4 THE WATER CEMENT RATIO SHALL BE NO GREATER THAN 0.40. 2.5 CONCRETE SLUMP SHALL = 4" + 1". 2.6 THE AIR CONTENT SHALL BE 6.5% +1- 1.5%. 2.7 CONTRACTOR SHALL SUBMIT MIX DESIGN FOR REVIEW AND APPROVAL BY ENGINEER. 2.8 SEAL CONCRETE WITH SILANE SEALER. 3.0 CONCRETE PLACEMENT 3.1 BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF FORM WORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED. 3.2 DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER OR IN HORIZONTAL LAYERS OF SUCH THICKNESS THAT NO NEW CONCRETE WILL BE PLACED ON CONCRETE THAT HAS HARDENED ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS. IF A SECTION CANNOT BE PLACED CONTINUOUSLY, PROVIDE CONSTRUCTION JOINTS BASED ON THE• ENGINEERS RECOMMENDATIONS. DEPOSIT CONCRETE TO AVOID SEGREGATION. 3.3 CONSOLIDATE PLACED CONCRETE WITH MECHANICAL VIBRATING EQUIPMENT ACCORDING TO ACI 301. 3.4 COLD WEATHER PLACEMENT: COMPLY WITH ACI 306.1. 3.5 HOT WEATHER PLACEMENT: COMPLY WITH ACI 301. 4.0 CONCRETE PROTECTING AND CURING 4.1 GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. 4.2 APPLY EVAPORATION RETARDER IF HOT, DRY, OR WINDY CONDITIONS CAUSE PREMATURE DRYING. 5.0 SEAL ALL CONCRETE WITH SILANE SEALER. GREASE TRAP INSTALLATION: 1.0 INSTALL GREASE TRAP PER MANUFACTURER'S INSTRUCTIONS AND EARTHWORK NOTES ABOVE. GENERAL REQUIREMENTS: 1.0 CONSTRUCTION SCHEDULE: 1.1 THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MAINTAIN ACCESS TO THE BUILDING DURING CONSTRUCTION. 2.0 GENERAL HEALTH & SAFETY 2.1 THE CONTRACTOR SHALL CLOSE THE SITE TO PEDESTRIAN, BICYCLE AND VEHICLE TRAFFIC AS DIRECTED BY CORNELL REPRESENTATIVE. 2.2 THE CONTRACTOR SHALL NOT DISRUPT USE OF PARKING SPACES AND DRIVE LANES BEYOND THE CONSTRUCTION LIMIT LINES. 3.0 FIELD ENGINEERING: 3.1 THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ELEVATIONS OF EXISTING PIPE INVERTS, INSTALLING NEW GREASE TRAP AND PIPING TO SUITABLE ELEVATIONS AND SLOPES, AND CONSTRUCTING ALL PAVEMENTS TO PROVIDE POSITIVE DRAINAGE. WARNING: IT ISA VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA 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, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. E E f C E SANITARY SEWER AFF ABOVE FINISHED FLOOR ADJ ADJACENT ALT ALTERNATE CC CENTER TO CENTER CLG CEILING COL COLUMN CMU CONCRETE MASONRY UNIT CONST CONSTRUCTION CONT CONTINUOUS DTL DETAIL DIM DIMENSION DWG DRAWING EXT EXTERIOR FIN FINISHED FF FINISHED FLOOR1.0 GA GAGE H HEIGHT INCL INCLUDED INT INTERIOR L LENGTH MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER RO ROUGH OPENING SHT SHEET STD STANDARD STL STEEL TYP TYPICAL VERT VERTICAL VIF VERIFY IN FIELD W WIDTHGOVERN. ARCH/STRUCT• C"X STORM SEWER CIVIL/ENV: `. 10"XX OPEN DRAINAGE DITCH ELECTRICAL: MECHANICAL. `' ELECTRIC OVERHEAD REVISIONS: DATE: 3/21/2016- ISSUE FOR CONSTRUCTION C ELECTRIC UNDERGROUND R (-DB) ELECTRIC DIRECT BURIED TELEPHONE OVERHEAD T T TELEPHONE UNDERGROUND E & T _ ELEC. & TEL. UNDERGROUND T.V. CABLE OVERHEAD GENERAL REQUIREMENTS GENERAL CONSTRUCTION NOTES: 1.0 THESE DRAWINGS ARE FOR USE BY CORNELL UNIVERSITY AND IT'S 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 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 BETWEEN WHAT IS SHOWN ON A DRAWING, AND THE NOTES ATTACHED TO THE DRAWING, THE NOTES SHALL 2.3 WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS, AND THE SPECIFICATIONS, THE SPECIFICATIONS 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 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 ADMINISTRATION 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. 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 CONSISTANT WITH ALL LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS. 8.0 VERIFY DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION: CONSTRUCT PIPING TO SUITABLE SLOPES AND PAVEMENT TO PROVIDE POSITIVE DRAINAGE. ,,,,O -F NELV� ��� 4�� L Es���� * A w �'., n ! • ' Fx�� oA, '''6O8 093 A��FESSIO�'y w s �� T T_ T.V. CABLE UNDERGROUND T -C . TELECOMMUNICATIONS TG -(F0} - TELECOM. FIBER OPTICS WATER (POTABLE) rn p Replacement Big Red Barn Ithaca, New York C"W HOT WATER (HEATING) 1 IW HOT WATER (DOMESTIC) I IWD CHILLED WATER (SUPPLY & RETURN) 24"CW -CC.p. - _ _ _ _ _ _ . CATHODIC PROTECTION (ANODE) eCP CATHODIC PROTECTION TEST STATION TS 6"S & 2"R STEAM & CONDENSATE RETURN PUMPED CONDENSATE RETURN GENERAL ABBREVIATIONS C� PCR 6"C GAS UTILITY ABBREVIATIONS _4 VALVE UTILITY POLE O OR A CATCH BASIN MANHOLE 0 101 HYDRANT P.I.V. POST INTICATOR VALVE OR STREET LIGHT ASND ABANDONED BITUM BITUMINOUS CB CATCH BASIN CWS/CWR CHILLED WATER SUPPLY/RETURN CO CLEANOUT CONC CONCETE COND CONDENSATE CW CITY WATER (CITY OF ITHACA DOMESTIC AND FIRE WATER) DIA DIAMETER DW DOMESTIC WATER EL ELEVATION E ELECTRIC(AL) EXST EXISTING FT FEET FW FIRE WATER (CORNELL UNIVERSITY FIRE AND DOMESTIC WATER) HP HIGH POINT HYD HYDRANT ID INV INSIDE DIAMETER INVERT LP LOW POINT MH MANHOLE NG NATURAL GAS OD OUTSIDE DIAMETER PCR PUMPED CONDENSATE RETURN PIV POST INDICATOR AND VALVE PVMT PAVEMENT R RADIUS RD ROAD REF REFERENCE REQD REQUIRED STM STEAM STA STATION XX STORM WATER T TELEPHONE UD UNDERDRAIN W/ WITH W/O WITHOUT rnell University cilities Engineering 0 0 a- TUNNELS O VAULTS i' ' ' FENCE -x X + 815.6 GRADE ELEVATION ---------818 GRADE CONTOUR C3 TREE /////// REMOVE EXISTING UTILITY GENERAL CONSTRUCTION NOTES SUBMITTALS: CONTRACTOR SHALL SUBMIT THE FOLLOWING SUBMITTALS: 1.0 AGGREGATES 3.0 CONCRETE MIX DESIGNS 4.0 SILANE SEALER 5.0 ASPHALT MIXES 6.0 CONCRETE MANHOLE 6.0 GREASE TRAP UTILITY SYMBOLS 11E11E11E11E1 IIIII I1111I1��111��I111� EARTH CRUSHER -RUN LEDGEROCK DATE: March 21, 2016 FACILITY: 2040 'w"V aRr BACKFILL o o o CONCRETE DESIGN: R. CHIANG DRAWN: jrg ", o'2;j4.;:•;";... 9,9,-9. • .• • .. GRAVEL EXISTING GRADE(TURF) TURF) NOTES AND LEGENDS / BITUMINOUS CONCRETE ���� PAVEMENT REMOVAL/REPLACEMENT % aliNKY EXISTING GRADE (TURF) 0-000 8364167 NOT USED MATERIALS DESIGNATION UTILITY ABBREVIATIONS NOTES SUBMITTALS 16 1 15 1 14 13 12 11 10 9 8 1 7 6 5 1 4 3 1 2 1 1 16 15 14 13 12 0 O 000 00 00 0 00 O o O o O o O o 0 O p o o0 0 0 0 0 o 0 0 0 o O o 0 0 0 0 o 0 o 0 o 0° 00 0 O0 0 0 o 00 0 C 0 0 O 0 O o O 1 1/2" COMPACTED NYSDOT TYPE 6F TOP 4 1/2" COMPACTED NYSDOT TYPE 3 BINDER 6" COMPACTED NYSDOT 304-2.02 TYPE 2 CRUSHER -RUN LEDGEROCK OR CRUSHED COBBLES 9" NYSDOT 304-2.02 TYPE 4 SUBBASE OR APPROVED ASPHALT MILLINGS I_IIII_IIIII 1111=IIII=III - I'' —IIII— FILTER FABRIC MIRAFI 500X OR EQUIVALENT UNDISTURBED OR COMPACTED SUB -GRADE ASPHALT PAVEMENT, SEE DETAIL (1.4.1 OR 1.4.2) FOR MEDIUM OR HEAVY DUTY PAVEMENT "LEAN" CONCRETE CONTINUOUS FULL LENGTH OF CURB 9" NYSDOT 304-2.02 TYPE 4 SUBBASE COMPACTED IN 5" 0 0 0 0 0 6" 6" Q MIN 0 0 MIN UARTH UNDISTURBED 11 sill II11• ELEVATION DRY CONCRETE MIX AS BED GRANITE CURBING TOP VIEW TYPE "A" GRANITE CURBING 5"x16", SAWN TOP, SPLIT FACE (4' MINIMUM LENGTH) REPAIR BACK OF CURB TO MATCH EXISTING OR AS SPECIFIED 3" MIN. DEPTH "DRY" CONCRETE MIX AS CURB BEDDING "LEAN" CONCRETE CONTINUOUS FULL LENGTH OF CURB USE FLEXIBLE CAULK AT 150' INTERVALS FOR EXPANSION, OTHER JOINTS < 1/8" GAP DRY BED OF CONCRETE MIX TRENCH WIDTH SEE TABLE "W" BACK FILL SEE NOTES 1,2&3 12" MIN. 6" MIN. NOTES: .o •I °0 0• 0 ° e e °° °° 0 O ° ° 0 Oo 0 01o, I`° • 0 ° • • 0 • s 1111 II1111 IN EARTH IN ROCK WARNING TAPE, 12" TO 18" ABOVE ALL UTILITIES BUT NO LESS THAN 6" BELOW GRADE SEE DETAILS "NON-CONDUCTIVE UTILITY TRACER WIRE (EXCEPT GAS)" AND "NON-CONDUCTIVE PLASTIC GAS PIPE TRACER WIRE" FOR TRACER WIRE SELECT GRANULAR FILL USE NYSDOT 703-06, COMPACTION SHALL CONFORM TO NYSDOT SPEC. 203-3.15. 6" MIN. 1. UNDER PAVEMENTS - SPECIAL BACK FILL MATERIAL COMPACTED IN MAX. 8" LIFTS TO SUBGRADE OF PAVEMENT. 2. UNDER LAWNS AND OTHER IMPROVED AREAS - COMMON EARTH COMPACTED IN MAX. 12" LIFTS. 3. IN UNIMPROVED AREAS - COMMON EARTH MOUNDED TO ALLOW FOR SETTLEMENT. INTERNAL PIPE DIAMETER TRENCH WIDTH " W " MIN. MAX. 4",6" 24" 32" 8" 26" 32" 10" 28" 32" 12" 30" 34" 15" 32" 36" 18" 36" 42" 21" 40" 48" 24" 42" 54" 5 HEAVY DUTY ASPHALT PAVEMENT DETAIL SCALE: NONE 4 GRANITE CURBING DETAIL SCALE: NONE 2 TYPICAL PIPE TRENCH SECTION SCALE: NONE RING SET 3/8" TO 1/2" LOW IN NEWSPHALT PRE CAST GRADE RINGS 8" ' re 24" DIA. 4'-0" DIA. 12" 12" A . . A a D • .�{! •• "1,14.•-.: Its!. •_•�i<•;t.�> - , ,-, 1 1-1 , ,- , GASKET SEALED COVER COVER EJ 00120321 FRAME EJ 00120715 USE 6000psi GROUT ECCENTRIC CONE SECTION (IF MANHOLE IS LESS THAN 5' DEEP USE FLAT INTERLOCKING COVER SLAB) CAST -IN-PLACE CAST IRON STEPS WITH AN EPDXY COATING, 12" O.C. NEENAH R -1981-N OR R1982 -F STAIRS TO ALIGN STEPS NOT REQUIRED FOR STRUCTURES LESS THAN 4' RISER BUTYL JOINT SEAL (TYP.) MONOLITHIC BASE RESILIENT CONNECTOR FOR PIPE ENTRY ASTM C-923 CONCRETE FILL 2 1/2" / 1' SLOPE ON SIDES RUN PIPES THROUGH STRUCTURE, POUR INVERT TO ENCOMPASS 2/3 OF PIPE DIA., NEATLY CUT OFF EXPOSED TOP 1/3 OF PIPE DIA. FROM SIDEWALL TO SIDEWALL OF STRUCTURE PLACE ON 12" COMPACTED NYSDOT 304-2.02 TYPE 2 CRUSHER -RUN LEDGEROCK OR CRUSHER -RUN COBBLES ENGINEERED FOR HS25 LOADING NOTES: 1.0 DEVIATION FROM DETAIL NEEDS UTILITIES REPRESENTATIVE APPROVAL. 2.0 SANITARY STRUCTURE SHALL BE SET PLUMB AND LEVEL. 3.0 ALL COMPONENTS NEED TO BE H25 RATED. 4.0 USE GASKET SEALED COVER EJ 42339048W01 OR EQUIVALENT ED k t - NEW MANHOLE SEE DETAIL 3/C-101 RIM 865.13+/- (ADJUST TO SURROUNDING GRADE) INV 862 +/- (DETERMINE IN FIELD) PLUMB SDR 35 THROUGH MH © 2% WITH 6" OUTLET TO EXISTING PIPE GROUT PIPE PENETRATIONS POUR CONCRETE FLOOR CUT AWAY TOP 1/3 OF PIPE 864.54 EXCAVATE EXISTING PIPE TO DETERMINE INVERT ELEVATION -- ALL CONNECTIONS TO EXISTING PIPE WITH FERNCO COUPLINGS WITH STAINLESS HARDWARE /NEW GREASE TRAP ,SEE SHEET P-100 865>, 96 SAT/KKK CAP OR PLUG END OF ABANDONED PIPE WITH CONCRETE DEMOLISH AND REMOVE EXISTING ABANDONED STEAM LINE AS NECESSARY TO INSTALL NEW WORK MAY CONTAIN ASBESTOS 40 N 865.96 ENTRY WALLS, RAMP 5 LANDING I REMOVE EXISTING CONCRETE FORMED INVERT CORE BORE NEW OUTLET PLUMB SDR 35 THROUGH MH @ 2% TO EXISTING PIPE GROUT PIPE PENETRATIONS POUR CONCRETE FLOOR CUT AWAY TOP 1/3 OF PIPE INV INV 862.7+/ - ALL CONNECTIONS TO EXISTING PIPE WITH FERNCO COUPLINGS WITH STAINLSS HARDWARE K. £656.33 DENOTES EXISTING SPOT ELEVATION 5 10 SCALE: 1:10 CIVIL SCOPE OF WORK: CONTACT DIG SAFELY NEW YORK 1-800-962-7962 TO ARRANGE FOR UNDERGROUND UTILITY CLEARANCE PRIOR TO EXCAVATION. COORDINATE WORK AND SHUTDOWN WITH CORNELL PROJECT MANAGER. VERIFY EXISTING CONDITIONS AND ELEVATIONS: DETERMINE DEPTH OF EXISTING 6" SANITARY SEWER PIPE TIE-IN POINT. SAW CUT PAVEMENTS TO REMAIN. EXCAVATE TO INSTALL NEW GREASE TRAP, MANHOLE, AND ASSOCIATED PIPING (DETAIL 2/C-101). CONNECT TO EXISTING PIPES WITH FERNCO FLEXIBLE COUPLINGS. PLUMB THROUGH STRUCTURES WITH SDR 35 FITTINGS AT 2.0% SLOPE. POUR CONCRETE BENCHES SLOPED DOWN TO PIPE. CUT AWAY TOP 1 / 3 OF PIPE. REPAIR GRANITE CURBING (DETAIL 4/C-101) REPAVE ASPHALT (DETAIL 5/C-101). RESTORE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. WARNING: IT ISA 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/STRUCT• CIVIL/ENV: �► ELECTRICAL: MECHANICAL. REVISIONS: DATE: 3/21/2016 - ISSUE FOR CONSTRUCTION a) E a) U Q W Mco co W L -o co cm 2 m 0 DATE: March 21, 2016 FACILITY: 2040 DESIGN: R. CH ANG DRAWN: J rg LAYOUT PLAN AND DETAILS 3 SANITARY SEWER PRECAST MANHOLE SCALE: NONE 1 SANITARY LAYOUT PLAN SCALE: 1"=10' CIVIL SCOPE OF WORK C-101 8364167 A B E F 16 15 14 13 12 11 10 9 8 7 6 5 3 2 1 16 15 14 13 12 0 SUBMITTAL SCHEDULE SECTION DESCRIPTION MATERIAL SHOP DRAWINGS COORDINATION DRAWINGS 0) 0 z 0 H co co PRODUCT DATA SCHEDULES WIRING DIAGRAMS CALCULATIONS w J 0 STANDARDS QUALIFICATIONS 0 1- 0 L_ 1- w 0 MANUFACTURER'S INSTRUCTIONS INSPECTION & TEST REPORTS 0 w ors z 0 w 0 221316 SANITARY WASTE AND VENT PIPING PIPES AND FITTINGS JOINING MATERIALS CLEAN OUTS GREASE INTERCEPTOR AND ACCESSORIES !WARRANTIES & BONDS GREASE INTERCEPTOR SCHEDULE TAG DESCRIPTION BOD MANUFACTURER BOD MODEL MAX FLOW RATE (GPM) GREASE CAPACITY (LBS) LIQUID CAPACITY (GALLONS) INLET/OUTLET (IN) GI -1 GRAVITY GREASE INTERCEPTOR SCHIER PRODUCTS GB -75 75 616 125 4 SPECS 1 PROVIDE TANK MANUFACTURER ADJUSTABLE ACCESS COVER RISERS EQUAL TO SCHIER PRODUCTS MODEL SR24 (2). 2 RISERS SHALL INCLUDE COVER CLAMPS AND GASKETS FOR WATER AND GAS TIGHT SEAL. 3 APPROXIMATE RISER HEIGHT IS 10". 4 TANK CONSTRUCTION SHALL BE SEAMLESS, MOLDED HIGH DENSITY POLYETHYLENE WITH 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. PLUMBING PIPE AND FITTING SCHEDULE PIPE SERVICE ABBREVIATION PIPE SIZE MATERIAL FITTINGS JOINT DRAIN, WASTE & VENT PIPING SAN / V ALL SIZES ASTM A74, ASTM A888 SERVICE WEIGHT CAST IRON ASTM A74, ASTM A888 CAST IRON NO -HUB ASTM C1277 NEOPRENE GASKET SS BANDS DRAIN, WASTE & VENT PIPING BELOW GRADE SAN / V ALL SIZES ASTM A74 SERVICE WEIGHT CAST IRON ASTM A74 CAST IRON BELL & SPIGOT ASTM C564 BELL & SPIGOT NEOPRENE GASKET SPECS 1 INSTALL SLEEVE SEAL SYSTEM FOR PIPES PASSING THROUGH EXTERIOR CONCRETE WALLS 2 INSTALL PLUMBING SYSTEMS TO FACILITATE SERVICE, MAINTENANCE AND REPAIR OR REPLACEMENT OF COMPONENTS. 3 ALL WASTE PIPING SHALL BE PITCHED AT 1/4" PER FOOT. 4 CLEANING AND PROTECTION OF WASTE AND VENT PIPING CLEAN 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 DAMAGE FROM TRAFFIC AND CONSTRUCTION WORK PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY AND WHEN WORK STOPS (E) (D) CO SAN EXISTING DEMOLITION EXPOSED CLEAN OUT PLUG SANITARY C PIPE DOWN 0 PIPE UP BOTTOM PIPE CONNECTION TOP PIPE CONNECTION CAP OR PLUG v POINT OF DISCONNECTION ;Ilial POINT OF CONNECTION — ..NAME" (E)— EXISTING PIPING PLEASE NOTE: IF EXISTING, AN "E" IS ADDED NEW EQUIPMENT EXISTING EQUIPMENT DEMOLITION WORK 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 TRAP AS SHOWN ON DRAWINGS. 3.0 COORDINATE WITH CIVIL/SITE DRAWINGS FOR EXTERIOR GREASE INTERCEPTOR AND SANITARY PIPING INSTALLATIONS. 4.0 PROVIDE NEW BELOW GRADE GREASE INTERCEPTOR, PIPING AND APPURTENANCES AS PER DRAWINGS. WARNING: IT ISA 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/STRUCT. CIVIL/ENV: ELECTRICAL: MECHANICAL. REVISIONS: DATE: 3/21/2016 - ISSUE FOR CONSTRUCTION SCOPE OF WORK GENERAL NOTES: 1.0 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. 2.0 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 BUILING OCCUPANTS AFFECTED. 3.0 ALL SYSTEM TESTING SHALL BE CONDUCTED PRIOR TO INSULATION, FIREPROOFING, AND ENCLOSURE WHERE AREAS ARE RENDERED INACCESSIBLE AFTER INSTALLATION. 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. 4.0 PIPING INSTALLATION - INSTALL CLEANOUTS IN ACCESSIBLE LOCATIONS. DATE: March 21, 2016 FACILITY: 2040 DESIGN: T. FISHER DRAWN: f PLUMBING SCOPE OF WORK, GENERAL NOTES, SCHEDULES AND SPECIFICATIONS SPECIFICATIONS AND SCHEDULES PLUMBING SYMBOLOGY NOTES P-000 8364167 A B E F 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 16 15 14 13 12 0 4" SAN TO SITE, REFER TO CIVIL DRAWING C-101 ISLAND SINK 1 DISHWASHER (E) 2 SCALE: 1 /4"=1'-0" 2 PARTIAL FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4" = C.O. - LI REMOVE EXISTING VENT TERMINATED AT GRADE I i I i I S ` SLAND SINK (E) DISHWASHER (E) 2 SCALE: 1/4"=V-0" GENERAL NOTES: 1.0 REFER TO AND COORDINATE WITH THE CIVIL DRAWINGS FOR THE FOLLOWING WORK: 1.1 GREASE INTERCEPTOR TANK INSTALLATION. 1.2 SANITARY PIPING SLOPE. SANITARY PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT (2%) SLOPE. 1.3 EXCAVATION AND BACKFILL FOR TRAP REMOVAL AND INSTALLATION 2.0 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. 3.0 CONTRACTOR SHALL FIELD VERIFY EXISTING SANITARY MAIN PIPE INVERT AT BUILDING OUTLET. ESTIMATED INVERT AT 2'-0" BELOW FINISH FLOOR LEVEL. COORDINATE TANK DEPTH AND REQUIRED ACCESS RISER HEIGHT AS REQUIRED. KEYED DEMOLITION NOTES: O DISCONNECT AND REMOVE EXISTING EXTERIOR SANITARY PIPING BELOW GRADE BACK TO BUILDING OUTLET. EXISTING INTERIOR SANITARY PIPING TO REMAIN, REFER TO 2/P-101 FOR RECONNECTION. REFER TO SITE PLAN C-101 FOR ADDITIONAL SITE SANITARY REMOVAL REQUIREMENTS. O DISCONNECT AND REMOVE EXISTING GREASE TRAP AND ASSOCIATED EXTERIOR SANITARY VENT PIPING TO THE EXTENT SHOWN. 0 REFER TO CIVIL DRAWING C-101: FOR CONTINUATION AND ADDITIONAL SANITARY PIPING REMOVAL INSTRUCTIONS. KEYED CONSTRUCTION NOTES: O PROVIDE 2" FRESH AIR INLET PIPING RISER ON 4" SANITARY INLET TO GREASE INTERCEPTOR. EXTEND TO MINIMUM 12" ABOVE GRADE. TERMINATE WITH GOOSE NECK (90° ELBOW DOWN). LOCATE FRESH AIR INLET NEAR BUILDING. • REFER TO TANK INSTALLATION REQUIREMENTS ON CIVIL DRAWING C-000. • REFER TO CIVIL DRAWING C-101 FOR BELOW GRADE PIPING CONTINUATION. • EXISTING 4" SANITARY DRAIN OUTLET, ESTIMATE INVERT AT 2'-0" BELOW FIRST FLOOR FINISH LEVEL. • PROVIDE 2" VENT CONNECTION TO MANHOLE RISER. LOCATE VENT CONNECTION NEAR TOP OF RISER. ROUTE 2" VENT PIPING TO GRADE AND TERMINATE WITH GOOSE NECK. WARNING: IT ISA 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/STRUCT' CIVIL/ENV: ELECTRICAL: MECHANICAL' REVISIONS: DATE: 3/21/2016 - ISSUE FOR CONSTRUCTION DATE: March 21, 2016 FACILITY: 2040 DESIGN: T. FISHER DRAWN: erg PARTIAL FIRST FLOOR PLUMBING FLOOR PLANS PARTIAL FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = NOTES P-101 8364167 A 16 15 14 13 12 11 10 9 8 7 6 5 3 2 1