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HomeMy WebLinkAbout1005 327 W. Seneca C1.0 7-21-20ADAM M. FISHELWEST SENECA STREETWEST STATE STREETWEST GREEN STREETWEST BUFFALO STREETNORTH CORNSTREETSOUTH CORNSTREETNORTH PLAINSTREETSOUTH PLAINSTREETNORTH ALBANYSTREETSOUTH ALBANYSTREETFAYETTESTREETPARK PLACEPROJECT SITELOCATION MAPN.T.S.C1.01 of 4DRAWING TITLE:Utility Site Plan1005-19SITE DEVELOPMENT PLANSSCALE: 1" = 10' DRAWN: RLJ DESIGNED: AMF DATE: 04/05/19 REVISIONSJOB NO: 1005-19VISUM DEVELOPMENT TOMPKINS COUNTY 327 WEST SENECA STREET (NYS ROUTE 79) CITY OF ITHACA STATE OF NEW YORK NORTH for ROCHESTER LOCATION39 CASCADE DRIVEROCHESTER, NY 14614585-458-7770ITHACA LOCATION840 HANSHAW RD, STE 12ITHACA, NY 14850607-241-2917www.marathoneng.comDATEBYREVISION SHEET No:JOB No: DRAWING No:COPYRIGHT 2020 MARATHON ENG.CIT IS A VIOLATION OF NEW YOR K STATE EDUC ATION LAW ARTICLE 145, SECTION 7209 FORANY PERSON, UNLESS ACTING UNDER TH E DIRECTION OF A LICEN S ED PRO F E S SION AL ENGIN E ER OR LAND SU RV EYO R, TO ALTER IN ANY WAY, AN ITEM BEARING TH E SEAL OF A PRO FE S SIONA L ENGIN E ER OR LAND SURV E YOR. IF AN ITEM BEARING TH E SEAL OF A PRO FE S SIONA L ENGIN E ER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGIN E ER OR LAND SURV EYOR SHAL L AFFIX TO THE ITEM THEIR SEAL AND TH E NOTATION "ALTERED BY" FOLLOW ED BY THEIR SIGNA TU RE AND THE DATE OF SUCH ALTERATION, AND A SPECIFICDESCRIPTION O F TH E A LT E RATION.CONSTRUCTION1.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LANDSURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED04/10/19, WERE PROVIDED BY STREAM COLLABORATIVE. DISCREPANCIES WITH BUILDING(S), CONTROLPOINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THEINSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION.2.BOUNDARY - BOUNDARY INFORMATION WAS TAKEN FROM 327 WEST SENECA STEET SURVEY MAPPREPARED BY T.G. MILLER P.C. DATED 05/29/2018 AND IS SHOWN FOR GRAPHICAL REPRESENTATIONONLY.3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESSSPECIFICALLY CALLED OUT OTHERWISE.4.DEMOLITION - ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TOOWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BEREMOVED SHALL REMAIN.5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITHOTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIALINSTALLATION CONFLICTS.6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT ASECURE STAGING AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICESPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BECOORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE.7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWINGAT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE:lREMOVAL OF ANY CONSTRUCTION DEBRIS.lCLEANING PAVEMENT AND WALKWAY SURFACES.lRESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS.lPROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACTDOCUMENTS.lPROVIDING REDLINES FOR RECORD DRAWING.lCOMPLETION OF FINAL PUNCH LIST ITEMS.UTILITIES1.SANITARY1.1MATERIALS·LATERALS- PIPING SHALL BE POLYVINYL CHLORIDE (PVC) WITH ENDS SUITABLE FORELASTOMERIC GASKET JOINTS, AND A MINIMUM WALL THICKNESS OF SDR-35. PIPING ANDFITTINGS SHALL MEET:·ASTM D-3034 (4" THRU 15")·JOINTING MATERIALS - SHALL BE BELL-AND-SPIGOT WITH INTEGRAL PUSH ON TYPEELASTOMERIC GASKET JOINTS, GASKET MATERIAL TO BE NEOPRENE MEETING ASTM D-3212.1.2INFILTRATION/ EXFILTRATION - MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATIONSHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THESANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THEPROCEDURE DESCRIBED IN ASTM DESIGNATION F1417 ENTITLED PRACTICE FOR LOW PRESSUREAIR TEST OF PLASTIC PIPE LINES. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED ANDTESTED FOR LEAKAGE BY EX FILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALLCOMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OFENVIRONMENTAL CONSERVATION TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (REVISED).1.3FLOOR DRAINS - FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT. MUST BE CONNECTEDTO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO NOT INCLUDE FOUNDATION OR FOOTERDRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROMTHE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THELOCAL AND/OR THE TOMPKINS COUNTY SEWER USE LAW.1.4TESTING - DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALLBE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPESHALL EXCEED A DEFLECTION OF 5%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALLOR MANDREL. IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE.THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.1.5SEPARATION - MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINESSHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING.ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVERTHE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION.WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT(COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVEDEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUMHORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND SEWER PIPES (INCLUDINGMANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES.MANHOLES OR VAULTS.1.6 INSPECTION - THE CONTRACTOR SHALL PROVIDE THE CITY OF ITHACA 72 HOURS ADVANCENOTICE PRIOR TO THE START OF ANY WORK ASSOCIATED WITH THE SANITARY SEWER.GENERAL1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TOALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTSOUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDEOF THE BUILDING'S EXTERIOR WALL.2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPINGSUPPLIED BY OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE,ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FORDETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEWINFRASTRUCTURE.3.UTILITY STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962)FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATEUTILITIES SHALL BE COORDINATED WITH THE OWNER.4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTINGPAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS.ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'SSATISFACTION AT NO ADDITIONAL EXPENSE.5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALLADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURINGCONSTRUCTION.6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POSTSIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY ANDOCCUPATIONAL HEALTH AND SAFETY ACT (OHSA). JOB SAFETY AND MAINTENANCE AND PROTECTIONOF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OFTHE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPTFREE OF FOREIGN MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKINGDAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE.9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN ASPECIFIED AND SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THEOWNER'S ON-SITE REPRESENTATIVE.10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARYPERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FORALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESSOTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT11.INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGEAWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THECONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THATIS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THECONTRACTOR.12.SPECIFICATIONS - TECHNICAL SPECIFICATIONS, IF SUPPLIED AS PART OF CONTRACTDOCUMENTS, ARE INTENDED TO AID AND HELP DEFINE THE CONTRACTOR'S WORK SCOPE. IFDISCREPANCIES OCCUR THE CONTRACTOR SHALL REQUEST A CLARIFICATION.PROTECTION OF ADJACENT PROPERTIES - THE CONTRACTOR IS RESPONSIBLE FORPROTECTING ADJACENT PROPERTIES, BUILDINGS AND FACILITIES DURING CONSTRUCTION. MEANS ANDMETHODS FOR PROVIDING SHEETING, SHORING, ETC. AS DIRECTED BY THE CONTRACTOR INACCORDANCE WITH ALL OSHA REQUIREMENTS.SANITARY SEWER COVER1.WHERE 5' OF COVER CAN NOT BE MAINTAINED THE CONTRACTOR SHALL USE THE INSULATEDSANITARY TRENCH DETAIL SHOWN ON C2.0.NOTES1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROPRIATE WORK PERMITS FROM NYSDOTFOR ANY WORK WITHIN NYSDOT RIGHT OF WAY.2.INFORMATION ILLUSTRATED ON THIS PLAN IS FOR THE PROPOSED SANITARY SEWER IMPROVEMENTSONLY. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE PROJECT ARCHITECT (STREAMCOLLABORATIVE) FOR ALL OTHER SITE, BUILDING, UTILITY, ETC. IMPROVEMENTS.REFERENCESUTILITIES - THE EXISTING WATER, SANITARY SEWER, AND STORM SEWER UTILITIES SHOWN ON THIS PLAN WERE PROVIDED BY THECITY OF ITHACA DPW AND FOR GRAPHICAL REPRESENTATION ONLY. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIESPRIOR TO THE START OF WORK.BOUNDARY - THE PROPERTY BOUNDARY SHOWN ON THE PLANS WAS TAKEN FROM "327 WEST SENECA STREET BOUNDARY SURVEY"PREPARED BY T.G. MILLER P.C. DATED 05/29/2018 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.BUILDING - THE PROPOSED BUILDING FOOTPRINT DATED 04/10/2019 WAS PROVIDED BY THE PROJECT ARCHITECT (STREAMCOLLABORATIVE) AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.UTILITIES (CONT.)2.STORM2.1REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITHTHE LATEST REGULATIONS OF THE MUNICIPALITY.2.2MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER ASALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 ORBETTER:·REINFORCED CONCRETE PIPE (RCP), CLASS III·CORRUGATED STEEL PIPE (CSP), 16 GAUGE, ASPHALT COATED-SMOOTH BORE.·HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-29, TYPE S, ASTM D-3350.2.3ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEMUNLESS SPECIFIED OTHERWISE.2.4TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TOSTRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY.06/28/19AFADDED ROOF DOWNSPOUTCITY PORTION=FROM THE WATER MAIN TO AND INCLUDING THECONTROL VALVE ON THE ROW/PROPERTY/EASEMENT LINEPRIVATE PORTION=FROM THE CONTROL VALVE TO THE METER(a) MINIMUM SIZE IS 1 INCH(b) ACCEPTABLE MATERIAL FOR PRIVATE PORTION IS EITHER TYPE 'K' COPPER(c) SERVICE TYPES INCLUDE: DOMESTIC=DS, FIRE=FS, OR COMBINED=CMB3.5 METERS - EXISTING WATER METER LOCATED INSIDE MAY REQUIRE UPGRADES AS REQUIRED BY THE CITY OFITHACA PUBLIC WORK DEPARTMENT. UPON COMPLETION OF THE PROJECT, A MASTER METER SHALL BE LOCATEDWITHIN THE EXISTING FACILITY AS DIRECTED BY THE CITY OF ITHACA PUBLIC WORKS DEPARTMENT.3.6 BACKFLOW PREVENTION DEVICES - EXISTING BACKFLOW PREVENTION DEVICE INSIDE MAY REQUIREUPGRADES AS REQUIRED BY THE CITY OF ITHACA PUBLIC WORK DEPARTMENT.3.7 INSTALLATION - THE PRIVATE PORTION OF THE SERVICE LINE MUST BE INSTALLED PRIOR TO THE INSTALLATION OF THE CITY OF ITHACA PORTION OF THE SERVICE LINE.3.8 LINE EXTENSION - THE CONTRACTOR SHALL COORDINATE THE LOCATION OF THE WATER SERVICEEXTENSION WITH THE OWNER. ALL PENETRATIONS THROUGH EXISTING AND/OR NEW BUILDING FOUNDATIONSSHALL BE DONE AS DIRECTED BY THE STRUCTURAL ENGINEER OR THE OWNER'S REPRESENTATIVE.D.I.P3.1 SPECIFICATIONS - WATER SERVICE LINES (LATERALS) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS OF THE CITY OF ITHACA WATER PUBLIC WORKS DEPARTMENT.3.2 COVER - WATER SERVICE LINES SHALL HAVE A MINIMUM OF FIVE FEET OF COVER FROM FINISHED GRADE IN LAWN AREAS AND SIX FEET OF COVER FROM FINISHED GRADE IN PAVED AREAS.3.3 SEPARATION - WATER SERVICE LINES SHALL BE SEPARATED AT LEAST 10 FEET, MEASURED FROM THE OUTSIDE OF THE PIPES, FROM SEWER MAINS OR SEPTIC SYSTEMS.3.4 MATERIALS - WATER SERVICE LINES SHALL BE IDENTIFIED AS: 3. WATER4"CMB4"D.I.PCMB04/17/20AFMISC UTIL. REVISIONSUNDERGROUND ELECTRIC SERVICECONTRACTOR TO COORDINATE POINT OF CONNECTION, ROUTINGOF SERVICE, WORK SCOPE RESPONSIBILITIES, ETC. WITH UTILITYPROVIDER PRIOR TO THE START OF WORK.UNDERGROUND TELEPHONE SERVICECONTRACTOR TO COORDINATE POINT OF CONNECTION, ROUTINGOF SERVICE, WORK SCOPE RESPONSIBILITIES, ETC. WITH UTILITYPROVIDER PRIOR TO THE START OF WORK.04/28/20AFMISC UTIL. REVISIONS06/24/20AFM.E.P. COORD.06/30/20AFM.E.P. COORD.07/21/20AFMISC. REVISIONSWATER SERVICE THRUST BLOCKS1.PROVIDE THRUST BLOCKS PER CITY OF ITHACA WATER DETAILS.