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HomeMy WebLinkAbout20240551 453-457 Broadway Site Plan Plans 2024 10 31GG G G G G G G G G G EMGSEGMTPTPEWV SWVWVDYHWSGSDOCKGRAVELPAVEMENTONE STORYBUILDINGPAVEMENTTG=315.54RIM 315.87 WALLTG 315.50317.5 @ LANDINGRIM=305.50MANHOLE HAS 6"VERTICAL DROP PIPEHORIZONTALINVERTS/PIPES NOTACCESSIBLE2 HOURPARKING2 HOURPARKINGPLANTERPLANTERW/TREEPLANTERW/TREESTEPS307.79 @ THRESHOLD308.52 @ RAMP/MAIN FLOOR ELEVATIONCONCRETERAMPx 308.72 MAIN FLOOR ELEVATIONAWNING OVERHANG 308.95 @ THRESHOLDTRASH RECEPTACLEOVERHANGTWO STORYBUILDING306.84 ELEVATION @ DOOR xTHREE STORYBUILDING79.7'80.2'28.9' 11.80'11.7'3.8'2.8 '2.8'DECKx 306.79x 3 0 6 . 6 1x 306.42x 305.84x 316.79x 316.568" RCP(2)312.82 8" RCP(2)15" RCP312.9512" RCP312.96313.74312.53312.55 12" RCP312.82BUILDING CORNERAPPROXIMATELY ONPROPERTY LINEBUILDING CORNERAPPROXIMATELY ONPROPERTY LINEBUILDING CORNERAPPROXIMATELY ONPROPERTY LINEN73° 23' 32"W150.00'MEAS.MEAS. & DEED 126.35' MEAS. & DEED TO SOUTHERLY BOUNDS CHURCH STREET LONG ALLEY(20' R.O.W.) G G G G G G G G G G G G G G E E EFDSTREET BOUNDS STREET BOUNDSSTREET BOUNDS EMDECKCOVEREDDECK(3RD STORY)OVERHANG CONCRETEBRICK CHIMNEYSIDED CHIMNEYHEDGECINDER BLOCK PADWITH A/C UNITPAVEMENTPAVEMENT5.2'x2.5 ' VAULT2ND STORY317.36 x3 1 7 . 0 0 x 315.96 x310.93 MAIN FLOOR ELEVATION x308.39 MAIN FLOOR ELEVATION xOVERHANG OVERHANG THREE STORYBUILDINGPLANTER1.15'x1.15 ' VENTSTEPSSTEPSSTEPS 17.2'1.40'x3.45 'STEEL GRATE13.0'3.0' 4.9' 6.2' 3.1'4.8'4.3'61.0'73.7'19.9'1.0'F.F.=321.26'N16° 36' 28"E27.33'S73° 23' 32"E150.00'27.33' MEAS. & DEED MEAS.TWO STORYBUILDING2 HOURPARKINGMUSEUM &LIBRARYSIGN12" TREEEEEEEEET T T T T T T T T TTTTG GGGGGE E E E EEETTT T T T TTGGTGGGTTTGDEEEEEEEEEETTPETTTTTTAPPROX. LOCATION OF UNDERGROUND ELEC. LINEAPPROX. LOCATION OF UNDERGROUND GAS LINEAPPROX. LOCATION OF UNDERGROUND TELE. LINEAPPROX. LOCATION OFUNDERGROUND TELE. LINE APPROX. LOCATION OFUNDERGROUND ELEC. LINEE317.0 316.0 316.9 316.8 316.7 316.6 316.5 316.4 316.3 316.2316.1 316.1 3 1 7 . 3 317.4317.2 317.1 315.7315.5315.3315.4315.6315.7315.8316.4316.5 316.3 316.2316.5 316.1316.2 316 . 3 31 6 . 4 31 6 . 5 31 6 . 6 31 6 . 7 31 6 . 8 31 6 . 9 317.5316.5AREA = 4 ,099 SQ . FT .TO R .O .W . L INE316.0W W W W WWWWWWWWWWGELECTRICAL LINESTO BE REMOVEDSIDEWALK TO BE REMOVEDSITE CURBS TO BE REMOVEDUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Jay's AcquisitionsLLC550 Latona RdBldg E Suite 501Rochester, NY 14626453-457 BroadwayExpansion453-457 BroadwaySaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024087CLIENT PROJECT NUMBER OR SUBMISSION NAMEPlanning Board # XX.XXXApproved under authority of a resolution adopted ________________by the Planning Board of the City of Saratoga Springs.Chairperson____________________________________________Date Signed:____________________________________________Approval8642510100Scale: 1" = 10'LEGENDPROPERTY LINECONSTRUCTION LIMIT LINESITE PREP& DEMO PLANL-1.0MCBMCBDRC10/31/20241"=10'EXISTING VEGETATIONREMOVE ITEMREMOVE CONCRETE PAVEMENTREMOVE ASPHALT PAVEMENT1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGEPRE-CONSTRUCTION MEETING WITH OWNER/OWNER'SREPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS,THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTIONSCHEDULE.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERALSURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICEREQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUNDUTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED.3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANYEARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTESAND DETAILS.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENTOR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITYCOMPANY AND PAY ALL ASSOCIATED COSTS.1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE ANDOUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS.2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALLEXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS ANDDRIVEWAYS.3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROLDEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES INACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCDWITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT,PERSONS, AND PROPERTY FROM DAMAGE.4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGEA CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TOIDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NOCLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTINGCONDITIONS TO BE PRESERVED.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OFALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THELENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM,INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECTPLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BEPARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TOTREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BESTORED BENEATH TREES TO BE SAVED.6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREEPROTECTION FENCING FOR APPROVAL BY THE OWNER'SREPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS.7.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEWCONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BESAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTEDUNTIL ABUTTING MATERIALS ARE INSTALLED.1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATEWITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BEREMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OFMATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BEDONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALLLOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLEREGULATIONS.2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTHTO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS ASAPPLICABLE UNLESS OTHERWISE NOTED.3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALLBE CAREFULLY REMOVED AND STORED AS DIRECTED BY THEOWNER'S REPRESENTATIVE.4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THEFILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM ANDSATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THEREMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOTDAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TOFULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCINGEXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BEREMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'SREPRESENTATIVE.SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES:CURB TO BE REMOVEDAND REPLACEDREPUTED LOCATION OFWATER LATERAL CONNECTIONREPUTED LOCATION OFSANITARY LATERAL CONNECTIONREPUTED LOCATION OFSANITARY LATERAL CONNECTIONREPUTED LOCATION OF 16" WATER MAIN REPUTED LOCATION OF SANITARY MAIN TRASH RECEPTACLE TOBE RELOCATEDEXISTING SIGN AND FOUNDATIONTO BE REPLACED IN SAME LOCATIONEXISTING PARKING SIGNTO BE REMAIN N73° 23' 32"W150.00'1.0'N16° 36' 28"E27.33'S73° 23' 32"E150.00'27.33' LONG ALLEY BROADWAY 8 YARD DUMPSTERGREASE2 YARD DUMPSTER6" GRANITE CURBLANDSCAPE PLANTERIN THE ROW6" GRANITE CURBLANDSCAPE PLANTERIN THE ROWLOCATION FOR MUNICIPALBENCHES IN THE ROWLOCATION FOR MUNICIPALBENCHES IN THE ROWLOCATION FOR MUNICIPALTRASH RECEPTICLE IN THE ROWLOCATION FOR MUNICIPALBIKE RACK IN THE ROWPAVEMENT STRIPING AT THEDUMPSTER ENTRANCELOCATIONPAVEMENT STRIPING ALONGTHE ALLEY5.60'5.54'17.70'14.65'5.41'7.41'5.00'7.22'3.72'3.71'18.20'14.65'7.28'4.00'3.27'5.91'7.38'4.97'15.77'15.11'ELECTRICTRANSFORMERLOCATIONPROPOSED TILIA AMERICANA3.5" DIAPROPOSED TILIA AMERICANA3.5" DIAPROPOSED CONCRETE PAVEMENTUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Jay's AcquisitionsLLC550 Latona RdBldg E Suite 501Rochester, NY 14626BroadwayConsulting457 BroadwaySaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024087CLIENT PROJECT NUMBER OR SUBMISSION NAMEPlanning Board # XX.XXXApproved under authority of a resolution adopted ________________by the Planning Board of the City of Saratoga Springs.Chairperson____________________________________________Date Signed:____________________________________________Approval8642510100Scale: 1" = 10'1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEWYORK STATE REGISTERED SURVEYOR ENGAGED BY THECONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION.THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANYDISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THEOWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TOTHE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISENOTED.4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TOFACE OR BOTTOM OF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'SREPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPALOFFICIALS.6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKEDBY THE CONTRACTOR AND APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO CONSTRUCTION.7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITEIMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BYTHE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.8.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES,DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OFPROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREEROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTORSHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION.CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL &HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.LAYOUT NOTES:LEGENDPROPERTY LINECONSTRUCTION LIMIT LINELAYOUT ANDMATERIALS PLANL-2.0MCBMCBDRC10/31/20241"=10'EXISTING VEGETATIONPROPOSED BUILDING EXPANSIONABOVE 453 BROADWAY ANDBOTH PARCELS -3 ADDITIONAL FLOORS ABOVEEXISTING COMMERCIAL USEEXISTING ENTRANCE TO BEMAINTAINED ON BROADWAY SDOCKGRAVELPAVEMENTONE STORYBUILDINGPAVEMENTTG=315.54RIM 315.87 WALLTG 315.50317.5 @ LANDINGRIM=305.50MANHOLE HAS 6"VERTICAL DROP PIPEHORIZONTALINVERTS/PIPES NOTACCESSIBLE2 HOURPARKING2 HOURPARKINGPLANTERW/TREESTEPS307.79 @ THRESHOLD308.52 @ RAMP/MAIN FLOOR ELEVATIONCONCRETERAMPx 308.72 MAIN FLOOR ELEVATIONAWNING OVERHANG 308.95 @ THRESHOLDOVERHANGTWO STORYBUILDING306.84 ELEVATION @ DOOR xTHREE STORYBUILDING79.7'80.2'28.9' 11.80'11.7'3.8'2.8 '2.8'x 3 0 7 . 0 0 DECKx 3 0 7 . 5 2x 306.79x 307.75x 3 0 6 . 6 1x 306.42x 305.84x 307.42x 316.79x 316.56x 316.05x 307.49BUILDING CORNERAPPROXIMATELY ONPROPERTY LINEBUILDING CORNERAPPROXIMATELY ONPROPERTY LINEBUILDING CORNERAPPROXIMATELY ONPROPERTY LINELONG ALLEY(20' R.O.W.) STREET BOUNDS STREET BOUNDSSTREET BOUNDS DECKCOVEREDDECK(3RD STORY)OVERHANG CONCRETEBRICK CHIMNEYSIDED CHIMNEYCINDER BLOCK PADWITH A/C UNITPAVEMENTPAVEMENT2ND STORY317.36 x3 1 7 . 0 0 x 315.96 x315.96 x315.97 x3 1 6 . 6 3 x316.04 x316.46 xx 3 1 5 . 9 5 315.24 x315.69 x310.93 MAIN FLOOR ELEVATION x308.39 MAIN FLOOR ELEVATION xOVERHANG OVERHANG THREE STORYBUILDINGx 3 1 5 . 9 5 x 307.76x 3 0 7 . 7 6 305.44 x306.14 x304.77 xPLANTER1.15'x1.15 ' VENTSTEPSSTEPSSTEPS x 3 0 5 . 9 4 x 3 0 7 . 9 6 17.2'1.40'x3.45 'STEEL GRATE13.0'3.0' 4.9' 6.2' 3.1'4.8'4.3'61.0'73.7'19.9'1.0'F.F.=321.26'TWO STORYBUILDING2 HOURPARKINGMUSEUM &LIBRARYSIGN317.0 316.0 316.5 315.5316.5 316.5 31 6 . 5 317.5316.5316.0Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Jay's AcquisitionsLLC550 Latona RdBldg E Suite 501Rochester, NY 14626453-457 BroadwayExpansion453-457 BroadwaySaratoga Springs, NY 12866Project 7itle:Prepared for:Drawing 7itleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024087CLIENT PROJECT NUMBER OR SUBMISSION NAMEPlanning Board # XX.XXXApproved under authority of a resolution adopted ________________by the Planning Board of the City of Saratoga Springs.Chairperson____________________________________________Date Signed:____________________________________________Approval8642510100Scale: 1" = 10'LEGENDPROPERTY LINECONSTRUCTION LIMIT LINEGRADING PLANL-3.0MCBMCBDRC10/31/20241"=10'EXISTING MAJOR CONTOUREXISTING MINOR CONTOUR8508521.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATEDXX/XX/XX PERFORMED BY ______________.2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORKSTATE LICENSED LAND SURVEYOR.3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKSPRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKSSHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BYCONSTRUCTION.4.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCHTO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 25. ANY DISCREPANCIESNOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'SREPRESENTATIVE PRIOR TO CONTINUING WORK.5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOTEXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWINGTHIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVEPRIOR TO CONTINUING WORK.6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSHAND IN ACCORDANCE WITH ADA GUIDELINES.7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6")ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE.8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEETTHE LINE AND GRADE OF THE EXISTING PAVING.9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREASAND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWNADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALLBE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TOEXISTING UTILITY LINES OR STRUCTURES INCURRED DURINGCONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULLDEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATIONAND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITEWITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BESTOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OFDELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", ANDSHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS ANDDETAILS.13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROMSTRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREEFROM IRREGULAR SURFACE CHANGES.14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TOREMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BYCONTRACTOR SHALL BE REPLACED IN KIND.15.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES ANDORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAINSIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETIONOF BACKFILLING.16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISHGRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH ASLIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY ANDSITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS ORAS DIRECTED BY THE OWNER'S REPRESENTATIVE.17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING,PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOMOF SLOPES.18.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTINGDRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS,DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINEDCONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROMCONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THEEXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARYFACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BYOWNER'S REPRESENTATIVE.19.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISHGRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH ASLIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES,WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY ANDSITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS ORAS DIRECTED BY THE OWNER'S REPRESENTATIVE.20.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OFFINISHED GRADE UNLESS OTHERWISE NOTED.21.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BECONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2FOOT (HORIZONTAL).GRADING NOTES: GG G G G G G G G G GGSGM WVWVWV WSGSN73° 23' 32"W150.00'G G G G G G G G G G G G G G E E EFDEM1.0'N16° 36' 28"E27.33'S73° 23' 32"E150.00'27.33' T T T T T T T T T TTTTG GGGGGE E E E TTGGTGGGTTTGDEEEEETTEW W W W WWWWWWWWWWGELECTRICTRANSFORMERLOCATION PROPOSED 6" SANITARYLATERAL CONNECTIONPROPOSED 4" WATERLATERAL TO BE SPLITINSIDE THE BUILDINGFOR FIRE SUPPRESSIONAND DOMESTIC WATEREXISTING REPUTED SANITARYSERVICE LATERAL TO REMAIN10.00'10' MIN.EXISTING REPUTED WATER SERVICE TO REMAINEXISTING REPUTED SANITARYSERVICE LATERAL TO REMAINEXISTING REPUTED WATER SERVICE TO REMAINSTORM SYSTEM CONNECTIONPOINT INTO THE CITY SYSTEM4"X16" TAP AND SLEEVEWITH 4" VALVE6" SANITARY LATERAL CONNECTIONUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Jay's AcquisitionsLLC550 Latona RdBldg E Suite 501Rochester, NY 14626453-457 BroadwayExpansion453-457 BroadwaySaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024087CLIENT PROJECT NUMBER OR SUBMISSION NAMEPlanning Board # XX.XXXApproved under authority of a resolution adopted ________________by the Planning Board of the City of Saratoga Springs.Chairperson____________________________________________Date Signed:____________________________________________Approval8642510100Scale: 1" = 10'LEGENDPROPERTY LINECONSTRUCTION LIMIT LINEUTILITIES PLANL-4.0MCBMCBDRC10/31/20241"=10'POTABLE WATER LINESANITARY SEWER LINE1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THEPROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVINGJURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIESBEFORE COMMENCING WORK. ANY COSTS INCURRED BY THECONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIESSHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.2.SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS ANDAPPURTENANCES TO THE CITY ENGINEER PRIOR TO CONSTRUCTION.3.WATER AND SEWER CONNECTIONS SHALL BE REVIEWED AND APPROVEDBY THE _____________ WATER AUTHORITY AND SARATOGA COUNTYSEWER DISTRICT #1 RESPECTIVELY, PRIOR TO CONSTRUCTION.4.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONSBY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIRRESPECTIVE REQUIREMENTS.5.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASEDON FINAL BUILDING FOOTPRINT CONFIGURATION.6.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALLREGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS.7.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN AREDIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BESHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES(LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONSOF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREEROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELYREPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANYDAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTORTO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR.8.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BEDONE BY HAND.9.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISHSITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS ANDSPECIFICATIONS.10.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALLEXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS ANDDRIVEWAYS FOR THE DURATION OF CONSTRUCTION.UTILITY NOTES NOTES:-TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADEAS IN THE NURSERY. -THIN BRANCHES & FOLIAGE ASDIRECTED WHILE RETAINING NORMAL SHAPE OF TREE.NEVER CUT A LEADER.-TREE SHALL BE PLUMB & STRAIGHT.12"EQ.EQ.STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDEMETHOD AND MANUFACTURER SAMPLE TO OWNER'SREPRESENTATIVE FOR APPROVAL.NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OFTHE SECOND LOWEST BRANCH (FALL PLANTING ONLY)3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIALAWAY FROM TRUNK.3" HT. PLANTING MIX SAUCERAMENDED PLANTING MIX, COMPACTEDCUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTERBACKFILLING BUT BEFORE MULCHING. DO NOT REMOVEBURLAP.NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%UNDISTURBED SUBGRADEUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Jay's AcquisitionsLLC550 Latona RdBldg E Suite 501Rochester, NY 14626453-457 BroadwayExpansion453-457 BroadwaySaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172024087CLIENT PROJECT NUMBER OR SUBMISSION NAMEPlanning Board # XX.XXXApproved under authority of a resolution adopted ________________by the Planning Board of the City of Saratoga Springs.Chairperson____________________________________________Date Signed:____________________________________________ApprovalSITE DETAILSL-5.0MCBMCBDRC10/31/2024N.T.S.5GRANITE CURB (TO BE USED ON BROADWAY)SCALE: NTS1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THEPROPERTY LINE. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS ORALLEYS.1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY APROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THECOUNTY COMM. OF PUBLIC WORKS.2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR8'(MIN.) FROM THE EDGE OF SHOULDER.3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITHDRAINAGE.GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA SPRINGS RIGHT OF WAYS:GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:NOTES:EXPANSION JOINT SPACING - 20'-25' O.C.CONTROL JOINT SPACING - 5' O.C.NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTHOF THE WALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINTDETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEERSIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER6CONCRETE PAVEMENT ON GRADESCALE: NTSTHESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALLCONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLEDWITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVALAUTHORITY MINIMUM SPECIFICATIONS.ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALSSHALL MEET OR EXCEED THESECONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETEAIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOWWATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES ORLESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4)PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THESURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PERLINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT ORABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOISTCURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TOFREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACTLENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARYWITH CLIMATE AND WEATHER CONDITIONS.TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALLCOMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORKSTATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSCONSTRUCTION AND MATERIALS", 1985.ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLYBE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGSPLANNING BOARD.*A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP ANDWORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGSCONCRETE SPECIFICATIONS OF THE PLANNING BOARDTYPE 1TYPICAL PEDESTRIAN TRAFFIC LOADINGNOTES:EXPANSION JOINT SPACING - 20'-25' O.C.CONTROL JOINT SPACING - 5' O.C.NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.)TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THEWALK SHOULD NOT EXCEED 1:12 CONSTRUCTION JOINT DETAILS TO BESUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE5' MIN. OR AS ORDERED BY CITY ENGINEERTYPE 2VEHICLE TRAFFIC LOADINGACROSS DRIVEWAYSBROOM FINISH PERPENDICULARTO WALK4" CONCRETE - SEECONCRETE SPECIFICATIONS6" X 6" NO 66 WOVEN WIREMESH EXCEPT A.O.B.E.6" GRANULAR SUBBASE COURSE NYSDOT SECT. 304, TYPE 2 COMPACTEDTO 95% STANDARD PROCTORSUBGRADE COMPACTED TO90% STANDARD PROCTORBROOM FINISH PERPENDICULARTO WALK6" CONCRETE - SEECONCRETE SPECIFICATIONS6" X 6" NO 66 WOVEN WIREMESH EXCEPT A.O.B.E.8" GRANULAR SUBBASE COURSE NYSDOT SECT. 304, TYPE 2 COMPACTEDTO 95% STANDARD PROCTORSUBGRADE COMPACTED TO90% STANDARD PROCTOR1TYPICAL TRENCHSCALE: NTS1'-0"5'-0" MIN. COVERMIN.UNLESS OTHERWISE NOTEDMIN.PIPEO.D.6" MIN.O.D./2COMPACTIONCOMPACTIONMECHANICALCOMPACTIONMECHANICALMECHANICALPLACEMENTMETHOD OFFINAL TRENCH BACKFILLPIPE ZONE BACKFILL1 & 21 & 2203.07CRUSHEDCOVERVARIES12' MIN.PIPE O.D./26" MIN. +PIPE ZONE BEDDINGNYSDOT SIZEMATERIALDEPTHITEMNEW PVMT., SEE DETAILPVMT. RESTORATIONLAWN RESTORATION1111VARIES - AS REQ'D.5'-0" MAX. VERT. WALLPIPE O.D. + 24"8"1'-6"AGGREGATESAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TOPLACEMENT OF NEW PAVEMENT.EXIST. PVMT.SUBBASE MAT'L.; REFERTO NEW PVMT. DETAILBURIED IDENTIFICATIONWARNING TAPEFINAL TRENCH BACKFILL(SEE NOTE)PIPE ZONE BACKFILLPIPE ZONE BEDDING MAT'LTOPSOIL & SEEDAS SPECIFIEDMIN.KEYJT.CRUSHEDAGGREGATENOTES:1.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTEDLIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THEENGINEER.2.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.SELECTGRANULAR FILL2CONNECTION TO EXISTING WATER MAIN DETAILSCALE: NTS5' MIN. COVER 1 PIPE LENGTH (18'-0" MIN.)PROPOSED 16"x4" TAPPINGSLEEVE AS INDICATED ON THEPLANSEXISTING 16" DUCTILE IRONPIPE WATER MAIN3,000 PSI MIN.CAST-IN-PLACECONCRETE THRUSTBLOCKUNEXCAVATED/UNDISTURBEDEARTHMECHANICAL JOINT TAPPING VALVE & M.J.RETAINER GLANDS PER CITY OF SARATOGASRPINGS STANDARDS12" X 12" SOLID PRECASTCONCRETE BLOCKS (6" MIN. THICK)CRUSHED STONE PIPE BEDDING, ASSPECIFIED4"Ø DIP, CL 52, WATER MAIN PERCITY OF SARATOGA SPRINGSSTANDARDS. AS INDICATED ONTHE PLANS.MECHANICAL JOINT RETAINERGLAND FOR DIP PIPE, AS REQ'D.(2) 3/4" Ø THREADED TIE RODS,WASHERS & NUTS AS SPECIFIED;APPLY (2) COATS OF COAL TAREPOXY PAINT FOLLOWINGASSEMBLY (20 MILS MIN. DFTTOTAL), TYP.EXCAVATION BACKFILLAND COMPACTION PERCITY OF SARATOGASPRINGS STANDARDSPROPOSED FINISHED GRADEOR EXISTING GROUND LINETELESCOPIC PATTERNVALVE BOX PER CITYOF SARATOGA SPRINGSSTANDARDSSEWER SERVICE CONNECTION - PLANPIPE BEDDING AS REQ'DUNDISTURBED SUB-GRADE45° OR 30° BENDAS REQ'DSLOPE: 2% MIN. (1/4" PER FOOT)45° OR 30° BEND AS REQ'DBUILDING SEWER LATERALFLOW C L2"x 4"x L PRESSURE-TREATED STAKESET PLUMB AT END OF LATERALFINISHED GRADE12' MAX. TO INVERT END CAP FOR FUTURECONNECTIONPROPERTY LINE, R.O.W. OREASEMENT LIMIT3"±REVEAL45°12" SEWER MAIN6" MINIMUMMIN. SDR 26 PVC2"x 4" PRESSURE TREATEDSTAKELATERAL ON PRIVATE PROPERTY -MIN. SCH. 40 PVC4 SEWER SERVICE DETAILSCALE: NTS6" SADDLE WITH STAINLESS STEELSTRAPS PER MANUFACTURERRECOMMENDATION, ROMACINDUSTRIES, INC.3DECIDUOUS TREE PLANTINGSCALE: NTS