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Home My WebLink About20220236 131 Excelsior North Spring Run Site Plan PlansNorth Spring RunSite Plan ApplicationSITE STATISTICS131 Excelsior Avenue, Saratoga Springs, NY 12866March 21, 2022SHEET INDEX:S-1SURVEYL-1.0SITE PREPARATION, EROSION & SEDIMENT CONTROL PLANL-2.0LAYOUT & MATERIALS PLANL-3.0GRADING & DRAINAGE PLANL-4.0SITE UTILITIES PLANL-5.0LANDSCAPE PLANL-6.0LIGHTING PHOTOMETRIC DIAGRAML-7.0-7.2SITE DETAILSL-7.3-7.4SITE UTILITY DETAILSA-1.0-1.2ARCHITECTURAL PLANSCITY OF SARATOGA SPRINGS STANDARD NOTES1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES ANDREGULATIONS.2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929.3.APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW ANDAPPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ONFINAL PLAN.4.THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT OR THE DESIGN PROFESSIONAL AREREQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIORTO CONSTRUCTION.6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRETRUCK THAT THE FIRE DEPARTMENT DESIGNATES.7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORKIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY.8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OFSEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY.10.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THECONTRACTOR PRIOR TO SUBMISSION OF THE AS-BUILT DRAWINGS.11.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THEAPPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN "AS-BUILT" DRAWING HASBEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.40 Long Alley SaratogaSprings, NY 12866P 518/587-8100F 518/587-0180www.thelagroup.comPREPARED BY:APPLICANT/OWNER:PROPOSED USES:RESIDENTIAL (APARTMENTS)102 TOTAL UNITSTAX MAP PARCEL PARCEL SIZE#166.30-1-3±4.195 ACZONING DISTRICTT-5, NEIGHBORHOOD CENTER AREA / BULK REQUIREMENTS:PROVIDED BUILD-TO LINE0' - 12' MINIMUM FRONTAGE BUILD-OUT70% 44%* SIDE SETBACK0'110' REAR SETBACK0'120' MAXIMUM BUILDING HEIGHT50'42'-1"*VARIANCE APPLICATION PENDINGPARKING REQUIREMENTS REQUIRED:RESIDENTIAL REQUIREMENT (1.5 SPACES / UNIT)102 UNITS = 153 SPACES REQUIREDTOTAL PROVIDED:148 SPACESPROJECT SITEPROJECT LOCATION MAPSCALE: N.T.S.PROJECT VICINITY MAPSCALE: N.T.S.PROJECT SITEMARION AVENUENYS ROUTE 50EXCELSIOR AVEDOWNTOWNSARATOGA SPRINGSINTERSTATE 87OKLAHOMA TRAINING TRACKLOUGHBERRY LAKEROUTE 50ROUTE 50PROJECT ARCHITECT:100 Barrack StreetTrenton, NJ 08608Conifer, LLC1000 University AvenueSuite 500Rochester, NY 14607P 609/883-8383www.clarkecatonhintz.comPlanning Board # xx.xxApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________EMPIRERUNALLERDICEEBISARATOGA QUALITYHARDWARERevised: December 5, 2022 254255255255255 256256256257257257258258258259259259260260260260 261261261261 262262262262 262263263263263 263263264264264264 264264265265265265265 265265265266266266266 266266266267 267267267267 267267267267267267268268268268268 268268268268268268268 268 268268269269269 269269269269 269270270270270270270 27127 1 271271271271 271272272 272272272272272272272273273273 273273273273273273273273273273273 274274274274274 274274274274274274275275275 275275275275275276 276 276276276276276277 277 277277277277277278278 278278278278278279279 279279279279279 280280280 280280280280 28128128128128128128 2 282282282282282283283 283283283283 284284284285285285285286286286287FMFMFMFMFMFMFM FMSASASASASASASASASASASASASASASASASASASASA SA SASTSTSTSTSTST STSTSTWWWWWWWW W WWOHOHOHOHOHOHOH OHOHOHOHOHOHOHOHSTSTSTSTSTSTSTSTSTSTWOHOHOHOH OH OH OH5"MAPLE5"MAPLE8"APPLE6"APPLE10"MAPLE10"MAPLE12"MAPLE12"MAPLE12"MAPLEBLACK TOPSTBRICK WALKH.C.PARKINGSIGN2 STORY BUILDINGON CONCRETE SLABWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMSTSTSTSTSTSTSTSTST STSASASA SASASAEXCELSIOR AVENUENYS ROUTE 50 - NORTHBOUNDNYS ROUTE 50 - SOUTHBOUNDPROPERTY LINEREMOVE ANDDISPOSE ASPHALTREMOVE ANDDISPOSEBUILDINGREMOVE ANDDISPOSE VEGETATIONREMOVE ANDDISPOSE VEGETATIONSTABILIZEDCONSTRUCTIONENTRANCEREMOVE AND DISPOSEVEGETATION, TYP.REMOVE AND DISPOSE EXISTINGWATER AND SEWER CONNECTIONSAND STRUCTURESSILT FENCE,TYP.REMOVE CONCRETESIDEWALK AND DRIVEWAYAPRONS, TYP.REMOVE CONCRETECURBINGSAWCUTSAWCUTSAW CUT ASPHALT FORCURB REMOVAL ANDUTILITY INSTALLATIONCONCRETEWASHOUTREMOVE AND DISPOSEEXISTING STORMINFRASTRUCTUREINLET PROTECTION FORPROPOSED DRAINAGESTRUCTURES, TYP.INLET PROTECTION FOREXISTING DRAINAGESTRUCTURES TO REMAIN,TYP.EXISTING STORMSTRUCTURES TO REMAINEXISTING STORMINFRASTRUCTURE TOREMAINREPUTED EXISTING UNDERDRAINS ALONGSLOPE SHALL BE MAINTAINED. IF CONFLICTSWITH NEW WORK, CONTRACTOR SHALLCOORDINATE WITH CITY ENGINEERINGDEPARTMENT FOR REQUIRED REMEDIATIONEXISTING STORMSTRUCTURE TO REMAINDRAI N A G E E A S E M E N T PROPERTY LINE4L-7.0REMOVE LIGHT POLE ANDBASE, TYP.REMOVE LIGHT POLE ANDBASE, TYP.PROPERTY LINE DRAINAGE EASEMENTDRAINAGE EASEMENTEXISTING UTILITY POLES TO BEREMOVED. CONTRACTOR TOCOORDINATE WITH UTILITY COMPANYSTORM PIPE TO REMAIN.CONTRACTOR TO PROTECTDURING CONSTRUCTION1L-7.02L-7.0SILT FENCE,TYP.2L-7.0PROTECT EXISTING TREETO REMAINCLOSE GATE VALVE, INSTALLCAP AND THRUST BLOCK ANDREMOVE CURB BOXCAP AND ABANDON EXISTINGSEWER LINEREMOVE CONCRETECURBING TO FACILITATENEW CURB RAMP5L-7.0EXISTING TREELINE, TYP.ROLLED EROSIONCONTROL MATTINGROLLED EROSIONCONTROL MATTINGDEMO AND SOILSTOCKPILE8L-7.13L-7.0ALL DISTURBED STEEP SLOPESSHALL RECEIVE EROSION CONTROLMATTINGUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L-1.0_SITEPREP_DEMO.dwg North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONSite Preparation,Erosion & SedimentControl PlanL-1.0DRCBCSDBH03/21/20221"=30'1TDE COMMENTS12/5/2022102030300Scale: 1" = 30'LEGENDPROPERTY LINEEXISTING MAJOR CONTOUREXISTING WATER SERVICEEXISTING SEWER SERVICESAWEXISTING MINOR CONTOUR2692701.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITHOWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THECONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTESAND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTILUNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED.3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBINGACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OFUTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORKDUE TO THEIR CONTRACT OPERATIONS.2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES,STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS.3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS,DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITIONOF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT,PERSONS, AND PROPERTY FROM DAMAGE.4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THESITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED ORREMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TOBE PRESERVED.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES ANDPLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL,AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS,DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE ORWHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALLNOT BE STORED BENEATH TREES TO BE SAVED.6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FORAPPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORKOPERATIONS.7.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OFTHE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE ANDPROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED.1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'SREPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE.ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONESO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERALAND ANY OTHER APPLICABLE REGULATIONS.2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASEMATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVEDAND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE.4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBINGOUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS,STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVALOPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHERTREES TO BE SAVED.5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OFGRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALLNOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.6.HAZARDOUS MATERIAL SHALL BE REMOVED AND DISPOSED OF BY A LICENSED HAZARDOUSWASTE CARRIER.SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES:1.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENT FOR PERMIT COVERAGEUNDER THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC)STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM 'SPDES GENERAL PERMIT FORSTORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY GP-0-20-001'.2.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE STORMWATER POLLUTIONPREVENTION PLAN (SWPPP), AND GENERAL CONSTRUCTION SEQUENCING PLAN. PRIOR TOCONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE PROJECT SWPPP FOR SPECIFICREQUIREMENTS REGARDING EROSION AND SEDIMENT CONTROL AND STORMWATERMANAGEMENT. A COPY OF THE SWPPP MUST BE MAINTAINED ON THE PROJECT SITE IN ANACCESSIBLE LOCATION AT ALL TIMES DURING CONSTRUCTION.3.PRIOR TO ANY SITEWORK, ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FORCONSTRUCTION, REPAIR AND MAINTENANCE OF ANY EROSION AND SEDIMENT CONTROL ORSTORMWATER DEVICES MUST SIGN/CERTIFY THE SWPPP AND IDENTIFY A 'TRAINEDCONTRACTOR'.4.PRIOR TO BEGINNING EARTHWORK ACTIVITY, THE CONTRACTOR SHALL SUBMIT A MOBILIZATIONPLAN SHOWING PROPOSED STOCKPILE AND STAGING AREAS, HAUL/ACCESS ROADS, FIELDOFFICES AND EQUIPMENT STORAGE AREAS, AND A SCHEDULE DETAILING THE STAGING OFCONSTRUCTION TO THE QUALIFIED INSPECTOR (SWPPP INSPECTOR) AND OWNER'SREPRESENTATIVE FOR APPROVAL.5.ANY DEVIATIONS FROM OR CONSTRUCTION CONFLICTS WITH THE PROJECT SWPPP SHALL BEIMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. IF THE CONTRACTOR PROPOSESA REVISED STAGING, SEQUENCING AND/OR MOBILIZATION PLAN, A MODIFIED PLAN MUST BESUBMITTED TO THE QUALIFIED INSPECTOR FOR APPROVAL.6.ANY CHANGES TO THE SWPPP PROPOSED BY THE CONTRACTOR MUST BE APPROVED BY THEQUALIFIED INSPECTOR AND INCORPORATED INTO THE SWPPP PRIOR TO IMPLIMENTATION.7.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTEDAND MAINTAINED IN ACCORDANCE WITH 'THE NYSDEC STANDARDS AND SPECIFICATIONS FOREROSION AND SEDIMENT CONTROL', MOST RECENT VERSION, AND THE CITY OF SARATOGASPRINGS REQUIREMENTS.8.PRIOR TO ANY SITEWORK, STONE CONSTRUCTION ENTRANCES MUST BE INSTALLED INACCORDANCE WITH THE SWPPP. PAVED AREAS WITHIN AND OUTSIDE THE LIMIT OF WORKSHALL BE KEPT CLEAN AT ALL TIMES AND AT THE END OF EACH WORK DAY.9.EROSION CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURESATISFACTORY PERFORMANCE AND COMPLIANCE WITH THE SWPPP.10.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATERRUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.11.THE CONTRACTOR SHALL INITIATE TEMPORARY AND PERMANENT STABILIZATION MEASURES ASSOON AS PRACTICABLE IN ACCORDANCE WITH THE SWPPP.12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK THE SWPPP FOR WEEKLY INSPECTIONREPORTS, AND IMMEDIATELY MAKE CORRECTIONS NOTED.13.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED IN PLACEUNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AND APPROVED BY THEQUALIFIED INSPECTOR.EROSION AND SEDIMENT CONTROL NOTES:Planning Board # xx.xxApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________SILT FENCEREMOVE VEGETATIONSTABILIZED CONSTRUCTIONENTRANCEDRAINAGE EASEMENTREMOVE STRUCTUREREMOVE PAVEMENTREMOVE AND DISPOSE UTILITYLINES AND CURBINGREMOVE AND DISPOSEINLET PROTECTION OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OHNO. 141 LANDS N/F OF MICHAEL A. STELLA DEED INSTRUMENT NO. 2007033377 TAX I.D. NO. 166.31-1-1LANDS N/F OFSARATOGA DAIRY INC.BOOK 516, PAGE 373& BOOK 1074, PAGE 241TAX I.D. NO. 166.30-1-2LANDS N/F OFCITY OF SARATOGA SPRINGSBOOK NDF, PAGE NDFTAX I.D. NO. 166.30-1-1.1NEW YORK STATE ROUTE 50, FNA NORTH - SOUTH ATERIAL HIGHWAYBOOK 821, PAGE 467MAP NO. 117 PARCEL NO. 136, CIRCA 1967(SEE MAP NOTE NO. 4)± 252'± 252'891011121314151617181920212223242526272829303132333435363745673214140393844454647484951525354505859606162636465666768697273122124125126127128757677787980818283848574889091929394959697989910289103104105106107108109110111112113114115116117118123136135134133132131139140141142143144145146147148137138551194243565770718687100101120121129130EVEVEVEVEXCELSIOR AVENUENYS ROUTE 50 - NORTHBOUNDNYS ROUTE 50 - SOUTHBOUNDPROPERTY LINE PROPERTY LINEPROPOSED4 STORY BUILDING62 UNITSPROPOSED4 STORY BUILDING40 UNITSWOODEDWOODEDPROPERTY LINEDUMPSTER ENCLOSURECONNECT TOGREENBELT TRAILPOTENTIAL FUTURECONNECTION TONEIGHBORING PROPERTY12' BUILD TO LINE12' BUILD TO LINETREELINEDECORATIVE STREETLIGHT, (TYP.)COURTYARDPROPOSED ASPHALTPAVEMENT3-5' HIGHRETAINING WALLRETAININGWALL 4-7'HIGHASPHALTSIDEWALK, (TYP.)ASPHALTSIDEWALK, (TYP.)CONCRETESIDEWALK20-FT HT. LIGHT POLE,(TYP.)ACCESSIBLE PARKING,(TYP.)TRANSITIONCURBACCESSIBLEPARKING, (TYP.)26'24'9' TYP.18' TYP.ACCESSIBLEPARKING,(TYP.)26'26'24'R5'R5'R5'R5'R18.5'R5'TYP.R9'TYP.R5'TYP.R5'R5' TYP.R5'CONCRETEPAVEMENT, TYP.14.12' 14.13'13'12'11'7' TYP.R3' TYP.R9'TYP.11'30.05'10'14.45'20.00'22'9'6' TYP.18' TYP.STOPSIGN6" CONCRETECURB, TYP.20-FT HT. LIGHTPOLE, TYP.ASPHALT PAVEMENT, TYP.PAVEMENTMARKING ARROWTRASH ENCLOSUREFLUSH CURBLAWNLAWNEND CURB24.00'LAWNDRAINAGE EASEMENT DRAI N A G E E A S E M E N TR7'162'65'75'173'231'100'BIKE RACK,TYP OF 4EXISTING CONCRETESIDEWALKCONCRETESIDEWALKTRANSITIONCURB, TYP.CONNECT TOGREENBELT TRAILPEDESTRIANWARNING SIGNPEDESTRIANWARNING SIGNCROSSWALK5'10'6' TYP.LAWNLAWNLAWN123'GUIDERAIL18'18'6'FIRE TRUCKMANEUVERINGINSTALL EV-CHARGINGSTATION AND SIGNS,TYP. OF 42L-7.16L-7.17L-7.11L-7.18L-7.08L-7.08L-7.010L-7.01L-7.11L-7.111L-7.05L-7.14L-7.24L-7.24L-7.17L-7.011L-7.02L-7.111L-7.05L-7.23L-7.26L-7.13L-7.26L-7.27L-7.08.5'FLUSH CURB2L-7.1PROPERTY OWNER SHALL BE RESPONSIBLEFOR SNOW REMOVAL OF PARKING SPACESALONG EXCELSIOR AVENUEGREENBELT TRAILDIRECTIONAL SIGNAGESEAT WALLSEAT WALLPumper Fire TruckPERGULABENCHES (TYP. OF 3)CONCRETESTEPPING STONES4" GRANITE CURB11.50'Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L-2.0_LAYOUTMATERIALS.dwg North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONLayout &Materials PlanL-2.0DRCBASDBH03/21/20221"=30'1TDE COMMENTS12/5/2022102030300Scale: 1" = 30'LEGENDPROPERTY LINE1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATEREGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR.2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'SREPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTSMUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROMWHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED.4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOMOF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IFNECESSARY APPROPRIATE MUNICIPAL OFFICIALS.6.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BESTAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TOCONSTRUCTION.7.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS,CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPEELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTINGFOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'SREPRESENTATIVE PRIOR TO CONTINUING WORK.8.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR ISRESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTINGUTILITIES PRIOR TO CONSTRUCTION.LAYOUT NOTES:Planning Board # xx.xxApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________BUILD-TO LINECONCRETE PAVEMENTFENCESIGNAGE(CONTROL JOINT)(EXPANSION JOINT)6" CONCRETE CURBWALLTRANSITION CURBVEHICULAR ASPHALT PAVEMENTPEDESTRIAN ASPHALT PAVEMENT 254255255255255 256256256257257257258258258259259259260260260260 261261261261 262262262262 262263263263263 263263264264264264 264264265265265265265 265265265266266266266 266266266267 267267267267 267267267267267267268268268268268 268268268268268268268 268 268268269269269 269269269269 269270270270270270 27027127 1 271271271271 271272272 272272272272272272272273273273 273273273273273273273273273273273 274274274274274 274274274274274274275275275 275275275275275276 276 276276276276276277277 277277277277277278278 278278278278278279279 279279279279279280280280 28028028028028128128128128128128 2 282282282282282283283 283283283283284284284285285285285286286286287FMFMFMFMFMFMFM FMSASASASASASASASASASASASASASASASASASASA SA STSTSTSTSTST STSTSTWWWWWWWWW WSAWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMSTSTSTSTSTSTSTST270 270270 271 2 7 2 27 3 274 2 7 5 26 9 269268269271 2712722732742752 7 1 2 7 2 2 7 3 274272 27226827127127627727827027227227127127 3 2 7 4 2702682672662742 7 3270271272273 274275276277278279280270 2762782802692682 7 0 27026927 2 268 270273273273268 269269 271 EXCELSIOR AVENUENYS ROUTE 50 - NORTHBOUNDNYS ROUTE 50 - SOUTHBOUNDPROPERTY LINE PROPERTY LINEPROPOSED4 STORY BUILDINGFFE: 275.0'PROPERTY LINECB-3RIM: 269.80INV. IN(E): 263.53INV. IN(SE): 267.00INV. OUT: 263.43FFE: 271.0'FFE: 272.50'STORMWATER PLANTER (SMP-1)TOP OF PLANTER: 271.50'BOTTOM OF PLANTER: 270.50'YD-1 12"ØRIM: 271.00INV. IN (4"): 268.50INV. OUT (6"): 268.25340 LF OF 48" CMPUNDERGROUNDDETENTION PIPESINV. ELEV.: 265.25OUTLET CONTROLSTRUCTURERIM: 272.15INV. IN: 265.00INV. OUT: 264.90TW: 268.00BW: 265.50TW: 268.50BW: 266.00TW: 269.00BW: 267.50CB-2RIM: 267.50INV. OUT: 263.70TW: 276.50BW: 271.50TW: 273.00BW: 271.25TW: 275.50BW: 273.50137 LF OF 12"HDPE @ 1.0%75 LF OF 12"HDPE @ 1.5%MH-1RIM: 271.70INV. IN: 268.20INV. OUT: 268.20CB-4RIM: 270.80INV. IN (E): 268.50INV. IN (S):269.00INV. OUT: 268.40CB-6RIM: 272.20INV. IN (6"): 269.35INV. OUT (12"): 268.90YD-2RIM: 273.25INV. OUT (6"): 271.28YD-3 12"ØRIM: 271.00INV. IN(4"):268.50INV. OUT (8"): 268.25YD-4RIM: 270.10INV. IN (8"): 268.23INV. OUT (8"): 268.13YD-10RIM: 270.00INV. OUT (6"): 268.00YD-9RIM: 270.00INV. IN (8" N): 267.30INV. IN (6" E): 267.80INV. OUT (12"): 266.95MH-3RIM: 269.00INV. IN (12"): 263.59INV. OUT (12" EXIST.): ±263.0510 LF OF 6"HDPE @ 2.0%129 LF OF 12"HDPE @ 2.0%95 LF OF 6"HDPE @ 2.0%73 LF OF 12"HDPE @ 0.5%23 LF OF 8" HDPE @ 1.0%26 LF OF 8" HDPE @ 1.0%40 LF OF 12"HDPE @ 0.5%105 LF OF 6"HDPE @ 1.0%ROOF DRAINCONNECTIONROOF DRAIN W/SPLASH BLOCKROOF DRAIN W/SPLASH BLOCK27 LF OF 8" HDPE @ 1.0%EXISTINGDRAINAGEEASEMENTBOUNDARYEXISTINGDRAINAGEEASEMENTBOUNDARYADJUST FRAMEAND GRATERIM: 270.40MH-2RIM: 268.30INV. IN (N): 262.30INV. IN (S): 263.50INV. OUT (12", EXIST.): 262.2020 LF OF 12"HDPE @ 1.0%STORMWATER PLANTER(SMP-2)TOP OF PLANTER: 271.50'BOTTOM OF PLANTER: 270.50'YD-5RIM: 270.00INV. IN (8" N):267.87INV. IN(6" E): 267.90INV. OUT (8"): 267.77YD-6&7RIM: 270.00INV. OUT (6"): 268.00YD-8RIM: 270.00INV. IN (8" N):267.64INV. IN(6" E): 267.90INV. OUT (8"): 267.5424 LF OF 8" HDPE @ 1.0%CB-1RIM: 270.40INV. OUT: 267.1035 LF OF 12"HDPE @ 1.0%CORE INTOEXISTINGSTRUCTUREINV. IN: 266.75HYDRODYNAMICSEPARATORRIM: 268.25INV. IN: 262.10INV. OUT: 262.01RAISE FRAMEAND COVERRIM: 274.00MEET LINE AND GRADEOF EXISTING CURBADJUST FRAMEAND GRATERIM: 269.50MEET LINE AND GRADEOF EXISTING CURBFFE ELEVATIONCHANGE13 LF OF 6"HDPE @ 9.6%CB-7RIM: 269.10INV. IN (12"): 264.37INV. OUT (12"): 264.2734 LF OF 12"HDPE @ 2.0%TC 274.15BC 273.65TC 274.40BC 273.90274.90275.00TC 273.00BC 272.50272.50272.20TC 271.45BC 270.95272.40271.90271.30272.30TC 270.1BC 270.1TC 276.90BC 276.40TC 269.15BC 268.65TC 268.90BC 268.40TC 270.7BC 270.2TC 270.8BC 270.8TC 272.45BC 271.95270.90270.82270.82270.38HP 271.5TC 271.75BC 271.75274.50TS 274.88BS 271.96TS 274.88BS 273.13TS 274.88BS 273.72TS 274.88BS 274.30274.88274.60273.88273.30272.28270.84270.63270.45270.83269.5273.95TC 270.70BC 270.20TC 272.7BC 272.2TC 272.4BC 271.9TC 273.6BC 273.1TC 273.9BC 273.4TC 270.7BC 270.2TC 270.3BC 270.3TC 270.50BC 270.00TC 273.0BC 272.5TC 272.9BC 272.4274.20273.62273.03271.86271.46TC 273.55BC 273.55TC 273.40BC 273.40TC 273.78BC 273.28TC 274.20BC 273.70TC 273.65BC 273.65TC 270.00BC 269.50TC 269.87BC 269.37TC 269.0BC 269.0TC 269.75BC 269.25TC 268.80BC 268.80269.3TC 269.60BC 269.10TC 268.45BC 268.45TC 268.65BC 268.65268.8268.6268.75268.8268.55268.35269.92270.02ROOF DRAINCONNECTIONUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L-3.0_GRADING DRAINAGE.dwg North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONGrading &Drainage PlanL-3.0DRCBCSDBH03/21/20221"=30'1TDE COMMENTS12/5/2022LEGENDPROPERTY LINEPROPOSED STORM LINEPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOUR271.50270272269270PROPOSED SPOT ELEVATIONPlanning Board # xx.xxApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________102030300Scale: 1" = 30'PROPOSED CATCH BASINPROPOSED YARD DRAIN1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 3/5/2019 PERFORMEDBY NORTHEAST LAND SURVEYORS, LLC.2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LANDSURVEYOR.3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THESTART OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THATTHEY WILL NOT BE DISTURBED BY CONSTRUCTION.4.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT AMINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALLSIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BEREPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.5.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30'IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TOTHE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND INACCORDANCE WITH ADA GUIDELINES.7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOMOF CURB UNLESS SHOWN OTHERWISE.8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE ANDGRADE OF THE EXISTING PAVING.9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAMEPITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATETIGHT TO FACE OF CURB.10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND.CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURESINCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHINLIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NOTOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER.TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE.12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUMCOMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NOGRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECTPLANS AND DETAILS.13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE ANDPREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACECHANGES.14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BEDONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED INKIND.15.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVINGJURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN ASAFE CONDITION UNTIL COMPLETION OF BACKFILLING.16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE ASNECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MANHOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROMMAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITYDRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDINGVERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.18.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALLTIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREASSHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTINGFROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTINGDRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK ISPERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE.19.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NOSTEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL).GRADING NOTES:EXISTING STORM LINEPROPERTY LINE FMFMFMFMFMFMFMFMSASASASASASASASASASASASASASASASASASASASA SA STSTSTSTSTST STSTSTWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMSTSTSTSTSTSTSTSTEXCELSIOR AVENUENYS ROUTE 50 - NORTHBOUNDNYS ROUTE 50 - SOUTHBOUNDPROPERTY LINE PROPERTY LINEPROPOSED4 STORY BUILDINGPROPOSED4 STORY BUILDINGFFE: 275.0'PROPERTY LINE8" X 12" TAPPINGSLEEVE WITH 8"GATE VALVE ANDTHRUST BLOCKFFE: 271.0'FFE: 272.50'8" D.I.P.18" X 6" SDR-26 SEWERSADDLE CONNECTION18" INV. (EXIST.): ± 264.156" INV. ELEV.: 267.8856 LF OF 6"SDR-26 @ 2.0%BUILDING CONNECTIONINV. ELEV.: 269.00BUILDINGCONNECTIONINV. ELEV.: 265.0055 LF OF 6"SDR-26 @ 2.0%SANITARY SEWERCLEAN OUTSANITARY SEWERCLEAN OUT45° BEND ANDTHRUST BLOCK18" X 6" SDR-26 SEWERSADDLE CONNECTION18" INV. (EXIST.): ± 262.146" INV. ELEV.: 263.90EXISTING 12"WATER MAINEXISTING 18" PVCSEWER MAINEXISTING FIREHYDRANTUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L-4.0_UTILITY.dwg North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONSite Utilities PlanL-4.0DRCBCSDBH03/21/20221"=30'1TDE COMMENTS12/5/2022102030300Scale: 1" = 30'LEGENDPROPERTY LINEPROPOSED WATER SERVICEPROPOSED SEWER SERVICEEXISTING WATER SERVICEEXISTING SEWER SERVICESAWPROPOSED SEWER CLEANOUTPlanning Board # xx.xxApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________EXISTING AND PROPOSEDSTORMWATER INFRASTRUCTUREUTILITY NOTES1.PVC SANITARY SEWERS, FITTINGS AND SERVICE LATERALS TO PROPERTY LINESSHALL CONFORM TO AND BE INSTALLED AND TESTED IN ACCORDANCE WITHTHE CITY OF SARATOGA SPRINGS AND SARATOGA COUNTY SEWER DISTRICT #1STANDARDS.2.ALL SEWER PIPING AND FITTINGS SHALL CONFORM TO THE STANDARDSPECIFICATIONS FOR PVC PIPE, ASTM DESIGNATION D-3034-78 OR LATESTREVISION AND TO THE DIMENSIONS AND TOLERANCES OF CLASSIFICATIONSDR-26 WITH SINGLE GASKET PUSH-ON JOINTS.3.INFORMATION AND SHOP DRAWINGS FOR MATERIALS USED SHALL BESUBMITTED TO AND APPROVED BY THE DESIGN ENGINEER PRIOR TO THEPLACEMENT OF ANY ORDERS OF SAID MATERIALS. SUBMIT COPIES OFAPPROVED SHOP DRAWINGS TO SARATOGA COUNTY SEWER DISTRICT #1.4.FIELD ADJUSTMENTS SHALL BE APPROVED BY THE LA GROUP AND THESARATOGA COUNTY SEWER DISTRICT #1, PRIOR TO INSTALLATIONS.5.LEAKAGE OUTWARD OR INWARD SHALL NOT EXCEED 100 GALLONS PER INCHOF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM.LEAKAGE TEST SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2FEET AND SHALL BE IN ACCORDANCE WITH SARATOGA COUNTY SEWERDISTRICT #1 STANDARDS.6.LOW PRESSURE AIR TESTING IS PERMITTED. TEST IS TO CONFORM TO UNIBELLPVC PIPE ASSOCIATION, UNI-B-6-98.SANITARY SEWER NOTES1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVERBELOW FINISHED GRADE OF 5'-0".2.ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLECEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING.3.CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE INCONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDSAND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER.BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVEDLABORATORY WILL BE REQUIRED TO VERIFY SANITARY QUALITY. WATER SERVICELINES ARE EXCLUDED FROM THIS REQUIREMENT.4.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE)BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALLALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANYWATER MAIN AND ANY SANITARY OR STORM SEWER.5.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THETRENCHING DETAIL.6.HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURIONA-423 AS SHOWN ON THE DETAIL.7.ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE).8.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FORINFORMATION ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTORSHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THE PROPER LOCALAUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELDVERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANYCOSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPERAUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.9.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC.,SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESSOTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE.1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPERLOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTIONTO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCINGWORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TOCONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OFTHE CONTRACTOR.2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THESARATOGA COUNTY SEWER DISTRICT #1 IN ACCORDANCE WITH THEIRRESPECTIVE REQUIREMENTS.3.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY,LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS.4.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONEBY HAND.5.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITEUTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS.6.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTINGUTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THEDURATION OF CONSTRUCTION.7.PRIOR TO CONSTRUCTION, CONTRACTOR MUST FIELD VERIFY GRADES OFEXISTING SEWER MAINS TO WHICH THE NEW SEWER WILL TIE INTO.WATER SYSTEM NOTES OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OHNO. 141 LANDS N/F OF MICHAEL A. STELLA DEED INSTRUMENT NO. 2007033377 TAX I.D. NO. 166.31-1-1LANDS N/F OFSARATOGA DAIRY INC.BOOK 516, PAGE 373& BOOK 1074, PAGE 241TAX I.D. NO. 166.30-1-2LANDS N/F OFCITY OF SARATOGA SPRINGSBOOK NDF, PAGE NDFTAX I.D. NO. 166.30-1-1.1NEW YORK STATE ROUTE 50, FNA NORTH - SOUTH ATERIAL HIGHWAYBOOK 821, PAGE 467MAP NO. 117 PARCEL NO. 136, CIRCA 1967(SEE MAP NOTE NO. 4)NYS ROUTE 50 - NORTHBOUNDNYS ROUTE 50 - SOUTHBOUNDPROPERTY LINE PROPERTY LINEPROPOSED4 STORY BUILDING62 UNITSPROPOSED4 STORY BUILDING40 UNITSWOODEDWOODEDPROPERTY LINEGREENBELT TRAILPOTENTIAL FUTURECONNECTION TONEIGHBORING PROPERTYTREELINEDECORATIVE STREETLIGHT, (TYP.)COURTYARDDECIDUOUS TREEPLANTING, (TYP.)SHRUB PLANTING, (TYP.)EXCELSIOR AVENUE12' BUILD TO LINE12' BUILD TO LINE3CO2GT2GT2AR1AR1AR1CK3HS5JH3JH3CA3CA3CA2IG3IG1CK4HS3CA4HS2IG2CA6CA3CA3GB3GB3CA3GB3HS3CA1CKTOP SOIL ANDSEED, TYP.60PAG85PLS70PRF75PPV1CK2GT1L-7.22L-7.23GB4CA3CA3HS3HS5JH10CA3HS3GB2IG3GB2IG13AS13AS9AS1HK7IV1HK9AS1HK7IV1HK1CK4IG3HS1CK7AV11IC8RF1CKUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L-5.0_LANDSCAPE.dwg North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONLandscape PlanL-5.0DRCBASDBH03/21/20221"=30'1TDE COMMENTS12/5/2022LEGENDPROPERTY LINEDECIDUOUS TREE PLANTINGSHRUB PLANTINGTOP SOIL AND SEEDDECORATIVE STREET LIGHTSITE LIGHT FIXTURES1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMALGUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FORNURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OFNURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES,VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZECOMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1“AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULDBE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TOTHOSE IN THE LOCALITY OF THE PROJECT.2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSIZ60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMALPOSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUNDFOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OFTREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASUREBRANCHES OR ROOTS TIP-TO-TIP.3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TOANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALLBE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIRCONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZESPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THELANDSCAPE ARCHITECT WILL BE REJECTED.4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINERGROWN UNLESS OTHERWISE NOTED ON PLANT LIST.5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING,MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15THTO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALLDIG HAZARDS SHALL BE DUG IN THE SPRING ONLY.6.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITYLINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TOTHE LANDSCAPE ARCHITECT.7.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSEDPLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OFPLANTING.8.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBSAND PERENNIALS.9.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDEDBARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUSMATERIALS AND SUITABLE AS A TOP DRESSING OF TREES ANDSHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARKMULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOODSHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" INGREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR.10.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWNON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANTLIST, THE PLANTING PLAN SHALL GOVERN.11.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT ISPLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORINGPERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, ANDUNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCEINCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, ANDRE-SEEDING AS NECESSARY.12.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONSAND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAINPROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS.TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS.13.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD:13.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD;DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURALDEFECTS; AND DAMAGE RESULTING FROM MACHINERY ORTOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEWSHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCEDBRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S)WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB ANDSHOW NO SIGNS OF UNEVEN SETTLING OR LEANING.13.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OFGRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITHCOVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARESPOTS NOT EXCEEDING 5"X5"14.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALTO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FORA PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTINGWORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORYWORK.15.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, AREIN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALLBEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTSSHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THEPLANTING LIST.16.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYINGWITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY ANDGERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OFSPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY,GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, ASFOLLOWS: PROPORTION GERMINATION PURITYCOMMON NAME BY WEIGHT MINIMUM MINIMUMCREEPING RED FESCUE 50% 85%95%OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90%PERENNIAL RYE 25%90% 90%17.TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAMTEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422) ANDBASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAYCONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLE SOILFREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS,PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUSMATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, ANDTOXIC MATTER HARMFUL TO PLANT GROWTH,TOPSOIL SPECIFICATION:GRADATION:SIEVE % PASSING BY WEIGHT CHEMICAL ANALYSISMIN. MAX.#10100 PH RANGE: 5.2-7.0#207895 ORGANIC MATTER: 4%-6%#406787 MAGNESIUM: 35LB. PER AC#604878 PHOSPHORUS: 75LB/AC#1004075 POTASSIUM : 85LB/AC#2002863 SOLUBLE SALTS: NOT TO EXCEED 500 PPM#2702255.00227102030300Scale: 1" = 30'Planning Board # xx.xxApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________PLANTING NOTES:COMMON NAMEBOTANICAL NAMEKEYQTYTREESCONDITIONSIZECKCladrastis kentukeaHalka Honeylocust3-3.5" cal.B&B6SHRUBS AND PERENNIALSCOCeltis occidentalisHackberry3-3.5" cal.B&B3GBGaylussacia baccataBlack Huckleberryno. 3HSHelictotrichon sempervirens Blue Oat Grassno. 2cont.CAClethera alnifolia 'Hummingbird'Summersweet clethera462618cont.JHJuniperus horizontalis 'Plumosa compacta'Andorra Juniperno. 313BIORETENTION BASIN PLANTINGSPAGAndropogon gerarliiBluestem60PLSLobella siphiliticaCardinal Flower85PPVPanicum virgatum 'Ruby Ribbons'Ruby Ribbons Red Switchgrass75cont.cont.no. 2cont.no. 2cont.no. 1cont.no. 2GTGleditsia triacanthos inermis 'Christie'Yellowwood3-3.5" cal.B&B6PRFRudbeckia fulgidaBlack-Eyed Susan70cont.no. 1ARAcer rubrumRed Maple3-3.5" cal.B&B4IGIlex glabra 'Shamrock'Inkberry Holly5 gal. / 24”-30” ht.15cont.AVViburnum dentatumArrowwood Viburnum4cont.36"-48" ht.IVItea virginica 'Little Henry'Little Henry Iteano.314cont.cont.ASAstilbe chinensis 'Visoins in Pink'Visions in Pink Astilbe44no. 2HKHosta 'Krossa Regal'Krossa Regal Hosta4cont.no. 2ICIlex glabra 'Chazmin'Nordic Inkberry Hollyno. 311cont.RFRosa flowercarpet - RedRed Flowercarpet Roses8cont.no. 2 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OHNYS ROUTE 50 - NORTHBOUNDNYS ROUTE 50 - SOUTHBOUNDPROPERTY LINE PROPERTY LINEPROPOSED4 STORY BUILDING62 UNITSPROPOSED4 STORY BUILDING40 UNITSWOODEDWOODEDPROPERTY LINEPOSSIBLE FUTURECONNECTION TONEIGHBORING PROPERTYPROPOSEDTREELINEDECORATIVESTREET LIGHT, (TYP.)COURTYARDEXCELSIOR AVENUE12' BUILD TO LINE12' BUILD TO LINE0.20.20.30.30.30.30.20.20.30.40.50.50.50.20.30.40.60.70.80.81.01.42.22.61.71.20.20.40.50.81.01.11.01.11.52.02.21.81.40.20.40.61.01.31.61.50.91.31.51.61.61.41.21.11.11.00.90.90.40.61.01.52.02.30.71.01.11.11.21.21.11.21.41.41.41.31.00.80.60.50.71.11.52.12.40.50.60.70.70.81.01.11.31.61.92.01.71.41.00.80.70.81.01.42.32.31.41.00.70.60.60.70.91.21.51.71.60.30.40.40.40.60.70.91.21.52.02.41.81.31.00.90.81.01.21.62.22.31.61.10.90.70.90.91.11.21.31.41.20.20.20.20.20.30.40.60.81.01.61.61.50.90.70.60.70.81.11.51.71.71.51.20.90.81.11.21.21.11.11.11.00.30.30.50.60.50.30.30.40.50.60.91.11.21.21.21.00.80.81.41.41.31.21.10.90.70.80.80.71.01.61.81.61.31.00.70.50.40.40.81.12.42.31.81.30.90.60.40.82.72.31.71.20.80.50.30.71.71.71.61.20.80.50.30.20.41.21.41.31.00.80.50.30.20.21.01.11.10.90.70.50.30.20.20.91.01.00.90.70.50.30.20.50.70.80.80.80.80.70.50.40.30.20.91.01.00.90.70.50.30.20.71.01.31.41.41.31.00.70.50.30.31.11.31.21.00.80.50.30.20.81.21.72.12.21.71.20.80.60.30.51.41.61.51.20.80.50.30.20.91.31.92.82.92.01.40.90.60.40.72.32.31.81.30.90.50.30.21.31.82.74.52.81.91.40.90.60.72.62.51.91.30.90.60.40.20.91.32.03.03.12.11.51.10.80.60.50.40.40.40.40.50.50.81.81.91.81.41.00.70.50.30.91.31.82.42.42.01.61.20.90.70.60.60.60.60.60.60.60.71.51.61.61.31.10.90.60.40.71.11.51.61.71.71.51.31.11.01.00.90.90.90.90.90.80.91.51.51.41.31.11.00.80.70.60.81.01.11.21.31.41.51.41.41.41.31.21.21.31.31.21.21.51.41.41.31.21.21.10.90.50.60.70.80.91.11.41.61.81.81.81.61.51.51.61.81.71.71.61.41.41.41.41.51.41.20.40.40.50.60.71.01.41.82.22.52.21.81.71.71.82.12.42.11.71.41.31.31.61.81.91.70.30.40.40.50.71.01.31.62.43.02.21.71.71.71.72.22.82.21.51.31.21.31.51.92.52.60.30.40.40.50.60.70.81.11.41.21.31.00.90.80.91.21.01.10.90.70.91.11.41.92.22.20.40.50.60.70.80.91.01.01.21.41.00.80.70.60.70.91.10.90.80.80.91.11.31.51.61.30.50.70.91.11.21.41.51.41.41.31.20.90.80.80.91.01.11.11.11.11.11.11.11.21.21.00.60.91.31.61.82.02.22.01.81.71.31.11.00.91.01.21.41.41.41.41.21.11.01.00.90.70.71.01.62.12.42.72.72.62.32.01.51.11.00.91.01.31.71.91.91.71.31.10.90.70.60.50.71.11.52.33.13.02.83.12.92.01.51.10.90.91.01.21.72.32.31.61.21.00.70.60.40.30.61.01.32.13.22.82.53.12.91.81.20.90.70.70.81.01.52.32.31.41.00.70.50.30.20.14.620' HT. LIGHTINGFIXTURE, (TYP.)20' HT. LIGHTINGFIXTURE, (TYP.)6L-7.16L-7.15L-7.1Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L-6.0_LIGHTING.dwg North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONLightingPhotometricDiagramL-6.0DRCBASDBH03/21/20221"=30'1TDE COMMENTS12/5/2022LEGENDPROPERTY LINEDECORATIVE STREET LIGHTPROPOSED LIGHT FIXTURESPROPOSED FOOT CANDLE+.02102030300Scale: 1" = 30'Planning Board # xx.xxApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________ 50'-0"12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIALOVER COMPACTED SUBGRADER.30'-0"TYP.EDGE OF EXISTING ROADWAYCONSTRUCTION SPECIFICATIONS:1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED ORRECYCLED CONCRETE EQUIVALENT.2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLERESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY.3.THICKNESS- NOT LESS THAN SIX (6) INCHES.4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THEFULL WIDTH AT POINTS WHERE INGRESS OR EGRESSOCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIREAREA PRIOR TO PLACING OF STONE.5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARDCONSTRUCTION ACCESS SHALL BE PIPED BENEATH THEENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERMWITH 5:1 SLOPES WILL BE PERMITTED.6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITIONWHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENTINTO PUBLIC RIGHT-OF-WAY MUST BE REMOVEDIMMEDIATELY.7.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON ANAREA STABILIZED WITH STONE AND WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAPPING DEVICE.8.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BEPROVIDED AFTER EACH RAIN EVENT.24'-0"MIN.16" ABOVEGRADE6"BELOW GRADE 10' MAX. ℄ TO ℄36" MIN., 2" HARDWOOD FENCE POSTS,DRIVEN MIN. 16" INTO GROUND2' OVERALLFABRIC HT.20" MIN.16" MIN.36" MIN. FENCE POSTFILTER FABRICFLOW6"MIN.EMBED FILTER CLOTH MIN. 6" INTO GROUNDSECTIONPERSPECTIVE VIEWFILTER FABRIC; FASTENED SECURELYTO FENCE POSTS W/ STAPLESFLOWFLOWCONSTRUCTION SPECIFICATIONS:1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEELEITHER "T" OR "U" TYPE OR HARDWOOD.2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING.3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT.5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING.21MAX.NOTES:1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO INITIATING WORK.2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET.3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL.4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. IF DEEMED NECESSARY BY QUALIFIED INSPECTOR.5.STABILIZE STOCKPILE WITH MULCHING, SEEDING, OR EROSION CONTROL MATTING WITHIN 14 DAYS OF DISTURBANCE.STRAWBALES STAKED INTO GROUNDNOTES:1.WASHOUTS SHALL BE PLACED IN ACCORDANCE WITH THE PLANS AND ASDIRECTED BY THE QUALIFIED INSPECTOR.2.LOCATE 100' FROM STORM DRAINS, OPEN DITCHES, WETLANDS, STREAMS ANDOTHER SURFACE WATERS.3.PRE-FABRICATED STRUCTURES MAY BE USED IF APPROVED BY QUALIFIEDINSPECTOR.4.CONTRACTOR SHALL SIZE TO CONTAIN ALL LIQUID & CONCRETE GENERATED BYWASHOUT OPERATIONS5.INSPECT DAILY FOR SIGNS OF DAMAGE OR LEAKS & IMMEDIATELY MAKENECESSARY REPAIRS.6.CLEAN, OR CONSTRUCT NEW FACILITY WHEN WASHOUT BECOMES 75% FULL.REPLACE PLASTIC LINER WITH EACH CLEANING.7.WHEN FACILITIES ARE NO LONGER NEEDED, REMOVE HARDENED CONCRETE,SLURRY & WASHOUT MATERIALS & LEGALLY DISPOSE OF OFF SITE OR RECYCLE.WOOD OR METALSTAKES (2 PER BALE)STAPLES (2 PER BALE)STRAW BALE10 MILPLASTICLINING8' MIN.8' MIN.2'CONCRETEWASHOUTCONCRETE WASHOUT SIGN10 MIL PLASTIC LINING4" CONCRETE PAVING WITH BROOMFINISH PERPENDICULAR TO PATH OFTRAVEL. SEE SPECIFICATIONS BELOW.SAWCUT CONTROL JOINT; SEE DETAILEXPANSION JOINT. SEE DETAIL6"x 6" NO. 6/6 WOVEN WIRE MESHWITH 12" LAP SPLICE AND 2" BOTTOMCLEARANCE EXCEPT A.O.B.E.6" GRANULAR SUBBASE COURSE NYSDOT SECT 304, TYPE 4 COMPACTEDTO 95% STANDARD PROCTOR.SUBGRADE COMPACTED TO 90% STD.PROCTOR.6" CONCRETE PAVING WITH BROOMFINISH PERPENDICULAR TO PATH OFTRAVEL. SEE SPECIFICATIONS BELOW.SAWCUT CONTROL JOINT; SEE DETAILEXPANSION JOINT. SEE DETAIL6"x 6" NO. 6/6 WOVEN WIRE MESHWITH 12" LAP SPLICE AND 2" BOTTOMCLEARANCE EXCEPT A.O.B.E.6" GRANULAR SUBBASE COURSE NYSDOT SECT 304, TYPE 4 COMPACTEDTO 95% STANDARD PROCTOR.SUBGRADE COMPACTED TO 90% STD.PROCTOR.TYPE 1: PEDESTRIAN TRAFFIC LOADINGTYPE 2: VEHICLE TRAFFIC LOADING1.SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. 2.SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.3.SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.1.ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVEDBY THE COUNTY COMM. OF PUBLIC WORKS.2.SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER.3.SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHINSARATOGA SPRINGS:NOTES:1.EXPANSION JOINT SPACING - 20'-25' O.C.2.CONTROL JOINT SPACING - 5' O.C.3.NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E.4.MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12.5.CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER.6.SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER.CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS1.THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OFSARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALLMATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS INMATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF 'APPROVEDEQUAL' MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER.SUBMITTALS FOR 'APPROVED EQUAL' MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3)PREVIOUS JOBS.2.WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR BELOW, A NON-CHLORINE ACCELERATOR ISREQUIRED PER A.C.UI. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT OR ABOVE, ANINCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99.3.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND SHALL CONFORM TOTHE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL).NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THEWATER-CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITHPOZZOLAN. THE INITIAL SLUMP PRIOR OT THE ADDITION OF A SUPERPLASTICIZER IS APPROX. 2-3 INCHES.4.ALL SIDEWALKS CONSTRUCTED FROM NOV. 1-APR. 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVESEALER PER NYSDOT ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALTINFILTRATION.5.ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE(OR APPROVED EQUAL).6.ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BYTHE CITY ENGINEER.NOTES:1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET,DRIVEWAY AND PARKING LOT CONSTRUCTION WHERETRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE.BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITYENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTIONTO BE INCREASED TO CARRY DESIGN LOADING.2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORETHAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDERCOURSE.3.THE CITY ENGINEER MAY REQUIRE COMPACTION TESTINGAND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS.ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEERAND SHALL BE PAID BY THE CONTRACTOR.4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TOCOMMENCING PAVING OPERATIONS.SUBGRADE - COMPACTED TO90% STANDARD PROCTORCOMPACTED GRAVEL -NYSDOT TYPE 2 (SECT.304) COMPACTED TO 95%STANDARD PROCTORVARIES SEE CHART BINDER COURSE - NYSDOT ITEM402.198902 - 19F9 H.M.A., 80SERIES COMPACTION PGBINDER (LIQUID ASPHALT)GRADE SHALL BE PG-64-22TACK COAT - NYSDOT ITEM407-0102 DILUTEDTOP COURSE - NYSDOT ITEM402.098302 - 9.5F3 H.M.A., 80SERIES COMPACTIONPARKING LOT4"*--6"PAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSEMIRAFI 500X GEOTEXTILEPEDESTRIAN PATH1-1/2"3"12"*TOP COURSE SHALL BE NYSDOT ITEM 608.020102 ANDCOMPLETED IN (2) LIFTS.EXPANSION JOINTCONTROL JOINTEXPANSION JOINTS TO OCCUR 30' O.C. MAX,WHERE CONCRETE MEETS VERTICAL SURFACESOR IMMOVABLE OBJECTS SUCH AS CURBS,WALLS, FOOTINGS ETC, AND IN LOCATIONSSHOWN ON PLANS.1/4"3/8" JOINTJOINT SEALANT TO 1/2" DEPTHTOOLED JOINT WITH 1/4" RADIUS EDGEBACKER RODPREMOULDED JOINT FILLER. CUT BACKAS NECESSARY AFTER PLACEMENT1/4 THE DEPTH OF THE CONCRETESLABTOOLED CONTROL JOINT. PLACE 5'-0" O.C.UNLESS OTHERWISE SHOWN ON PLANS.3"3"SECTION6' ADJACENT SIDEWALK3' ADJACENT LAWNTRANSITION CURBFULL HEIGHTREVEALFLUSH CURBFINISHED GRADE6"6" 18"6"6"7"6"1/4" RADIUSPAVEMENT (SEE PLAN)CAST-IN-PLACE/SLIP FORM CONCRETECURB, SEE CONCRETE SPECS LISTED ONCONCRETE PAVING DETAIL.COMPACTED GRAVEL (TO 95% STD. PROCTOR)NYSDOT SECT. 304 SUBBASE TYPE 4COMPACTED OR UNDISTURBEDSUBGRADE (TO 90% STD. PROCTOR)1/4" RADIUSFINISHED GRADE, TURF /PLANTED CONDITIONNOTE:EXPANSION JOINTSSPACED ALONGCURB 10' O.C. MAX.PROPOSED PAVINGEXISTING PAVING TO REMAIN12"KEYED PAVEMENT TO BE FLUSH WITHEXISTING PAVEMENT TO REMAINNOTE:THIS DETAIL IS FOR NEWBITUMINOUS PAVEMENT ADJACENTTO EXISTING BITUMINOUSPAVEMENT TO REMAIN.1 1/2" MINIMUM DEEP KEY INTOEXISTING PAVEMENTTACK COAT TO BE APPLIED TOEXISTING PAVEMENT BEFOREOVERLAYEXISTING BASE MATERIALCOMPACTED SUBGRADESEE ASPHALTPAVEMENT DETAILPROPOSED BINDERCOURSEPROPOSED TOPCOURSEISOMETRIC VIEWINSTALLATION DETAILSTEEL FRAME FORBAG REMOVAL FROMINLETINLET GRATENOTES:1.INSTALL INLET PROTECTION IN ACCORDANCE WITH MANUFACTURERINSTRUCTIONS.2.AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTHOF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUMTRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OFTRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE.3. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTEREACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACEDWHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TOCAUSE FLOODING OR BYPASSING THE INLET. DAMAGED OR CLOGGED BAGSSHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FORREPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATEDIMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENTAS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES.NOTES:1.RUNNING SLOPE ON CURB RAMP & SIDE FLARES SHALL BE 7.5% FORDESIGN, 8% MAX.2.CROSS SLOPE SHALL BE 1.5% FOR DESIGN, 2% MAX.3.DETECTABLE WARNING STRIP SHALL MEET ADA GUIDELINES.PRODUCT SHALL BE LISTED ON NYS DOT APPROVED MATERIAL LIST.4'-0" MIN. RAMP WIDTH3' TRANSITION CURB,TYP. EACH SIDE.4'-0" MIN. WIDTH6' TRANSITIONCURBTURFCONCRETE SIDEWALKFLUSH CURB1/4" REVEAL (MAX)6" CURB(TYP.)CONCRETE SIDEWALK2' WIDE DETECTABLEWARNING STRIP6' TRANSITIONCURBPEDESTRIAN CURB RAMP - TYPE 1AT GRASS STRIPN.T.S.PEDESTRIAN CURB RAMP - TYPE 2AT PAVED AREAN.T.S.2' WIDE DETECTABLEWARNING STRIPFLUSH CURB1/4" REVEAL (MAX.)6"6" 18"6"6"7"6"1/4" RADIUSPAVEMENT (SEE PLAN)CAST-IN-PLACE/SLIP FORM CONCRETE CURB,SEE CONCRETE SPECS LISTED ON CONCRETEPAVING DETAIL.COMPACTED GRAVEL (TO 95%STD. PROCTOR) NYSDOT SECT. 304SUBBASE TYPE 4COMPACTED OR UNDISTURBEDSUBGRADE (TO 90% STD. PROCTOR)CONCRETE SIDEWALK1/4" EXPANSION JOINT ATSIDEWALK, SEE JOINT DETAIL1/4" RADIUSNOTE:EXPANSION JOINTS SPACEDALONG CURB 10' O.C. MAX.Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420Save Date: 12/9/2022 11:00 AMFile Name: G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L7.0_DETAILS.dwgPlotted By:DOUGLAS HELLER North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONScale: NTSSTABILIZED CONSTRUCTION ENTRANCE1Site DetailsL-7.0DRCBASDBH03/21/2022NTS 1TDE COMMENTS12/5/2022Scale: NTSSILT FENCE2Scale: NTSTEMPORARY STOCKPILE3Scale: NTSCONCRETE WASHOUT4Scale: NTSASPHALT PAVEMENT11Scale: NTSCONCRETE PAVEMENT8Scale: NTSCONCRETE JOINTS9Scale: NTSTRANSITION CURB7Scale: NTSCONCRETE CURB10Scale: NTSPAVEMENT KEY12Scale: NTSINLET PROTECTION - FINISHED PAVED AREAS5ApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________Scale: NTSPEDESTRIAN CURB RAMP6Planning Board # xx.xx RESERVED PARKINGSIGN (ACCESSIBLE)NOTES:1.MAXIMUM SLOPE WITHIN ACCESSIBLE PARKING AND/OR STRIPED AREA SHALLNOT EXCEED 1:50 (2%)2.CENTER SIGNS ON PARKING SPACES UNLESS OTHERWISE SHOWN OR NOTED.3.PROVIDE 'VAN ACCESSIBLE' SIGN FOR ALL VAN ACCESSIBLE SPACES.NYS STANDARDACCESSIBLEICON8'-0" TYP.8'-0" TYP.3L-6.14" WIDE PARKINGLINES6" CONCRETECURBCONCRETESIDEWALKTRANSITION CURBNO-PARKING AISLE PAINTEDWITH 4" DIAGONAL LINESNO PARKING SIGN.LOCATE3L-6.1FLUSH CURBNOTES:1.ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THE NYSMANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARD SHEETS AND ARESUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINAL PLANNING BOARD APPROVAL.PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONS MAY REQUIRE SPECIALCONSTRUCTION METHODS AS DETERMINED IN THE FIELD.2.POST TYPE, SIZE AND NUMBER ARE BASED ON SIGN AREA AND MOUNTING HEIGHT.3.ALL STOP SIGN AND WARNING SIGN FACING SHALL BE AS MANUFACTURED BY 3M OR APPROVEDEQUAL AND SHALL MEET THE LATEST NYSDOT RETROREFLECTIVITY REQUIREMENTS.NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION.SEE NOTESSEE NOTES80" MIN.SEE NOTES FORSPECIFICATIONSNYSDOT STANDARD GALVANIZEDPOST & BREAKAWAY HARDWAREAPPROVED BY CITY TRAFFICDEPARTMENTBASE POST DRIVEN INTOGROUND (CONCRETESHALL NOT BE USED)ELEVATIONSCHEDULEESEEM.U.T.C.D.6.25 S.F.30"x30"W11-2NO.M.U.T.C.D.P-1-1TYPESIZEOF SIGNTEXTLETTERAPPROX. SIZEASEEM.U.T.C.D.12"x18"1.5 S.F.RESERVEDPARKINGSTOPCSEEM.U.T.C.D.6.25 S.F.30"x30"R1-1CD1.5 S.F.12"x18"R7-111VANACCESSIBLE12"x6"M.U.T.C.D.SEER7-8ABSEEM.U.T.C.D.VEHICLEELECTRICCHARGINGPARKINGONLYCAST ALUMINUM FINIAL AND ROOFSAME FINISH AS POLESTERNBERG ORNAMENTAL LIGHT FIXTURE4ARC22T5-MDL03 LED: 64 WATT 2200 COLORTEMPERATURE, TYPE 5 DISTRIBUTION, 120-277VOLT DIMMABLE DRIVERACRYLIC ACORN LENS5T TWIST LOCK FITTERDRIVER COMPARTMENT4" - 3" DIA. TAPERED POLE, .125 WALLTHICKNESS, 6063-T6 STRUCTURAL GRADEALUMINUM, POLE WELDED FOR SINGLE UNITCONSTRUCTION, BLACK FINISHACCESS DOORCATALOG NUMBER:PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4214T4/BK17" DIA. BASE WITH 0.750" FLOOR THICKNESS,FOUR ANCHOR BOLTS AND ONE GROUND STUD.12'-0"34" CHAMFER3"24" MIN. 4'-0" MIN.20"FINISHED GRADEZINC PLATED ANCHOR BOLTASSEMBLY PER MANUFACTURER'SRECOMMENDATION2" PVC SCHEDULE 40NO DIRECT BURIALGROUND ROD PER N.E.C.4000 PSI CONCRETE BASE WITHREINFORCING, 20' DIA.UNDISTURBED SUBGRADE ORCOMPACTED TO 90% STANDARDPROCTORNOTES:1.INSTALLATION OF DECORATIVE LIGHTS SHALL BECOORDINATED WITH THE CITY ELECTRICIAN ANDDEPARTMENT OF PUBLIC WORKS. (USE 120V POWER)2.THE OWNER / DEVELOPER IS RESPONSIBLE FORPAYING CONNECTION CHARGES FROM NATIONAL GRID.THE CITY OF SARATOGA SPRINGS TAKES OVER THELIGHT ONCE CONNECTED.3.ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES ANDBETWEEN BASES USE 2" SCHEDULE 40 PVCNON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYSWHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE:THHN COPPER STRANDED NUMBER 6 COLORED RED,WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS.PROVIDE A SEPARATE HANDHOLE, SYNERTECHSYN121212HH02, TO BE OWNED BY THE CITY FOR THEDISCONNECT NEAR THE BASE OF THE ELECTRIC POLEOR BOX AT THE BEGINNING OF SERVICE. PROVIDE ANDINSTALL (1) 5/8 INCH COPPER GROUND ROD INHANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TOPOLE OR BOX PER NATIONAL GRID'S STANDARDS. IFCONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHTFUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600VWITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZFSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IFCONNECTING MORE THAN ONE LIGHT PUT A 30 AMPFUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE ANDPROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AAFUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACHLAMP. RUN #12 THHN COPPER, (RED, WHITE ANDGREEN) FROM BASE TO TOP OF LIGHT. USE POLARISCONNECTORS FOR CONNECTIONS IN HANDHOLE AND INBASE OF LIGHTS. THE LIGHT IS TO BE MOUNTEDDIRECTLY INTO CONCRETE BASE USING FENDERWASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCHTHICKNESS, AND LOCK WASHERS.ELECTRONIC PHOTOCELL(STREET SIDE)14'-8 3 4"17" DIA. BASE, 12"DIA BOLTCIRCLE, DIAMOND PATTERN,FOUR 12" x 18" ANCHOR BOLTSGROUND ROD PER NECREQUIREMENTSCOMPACTED SUBGRADE6" COMPACTEDGRAVEL BASE4000 PSI CONCRETEBASE WITH 15" DIASONOTUBE FIBER FORM.REMOVE FORM TO 6"BELOW GRADE AFTERPOUR. PROVIDE (6) #5VERTICAL BARS EVENLY.SPACED AND #4HORIZONTAL BARS 12"O.C. PROVIDE 3" COVERALL SIDES.ANCHOR BOLTS AS PERMANUFACTURER`SRECOMMENDATIONCONDUIT, BY OTHERSFINISHED GRADE - SEEPLAN FOR MATERIALS1" CHAMFER IN ALL LAWNOR PLANT BED AREASANCHOR AS PERMANUFACTURER`SRECOMMENDATIONSREFER TOELECTRICAL PLANSAND SPECIFICATIONSFOR LIGHT FIXTURECONCRETE BASE TO BEFLUSH IN ALL SIDEWALKAREAS PROVIDEEXPANSION JOINT.FINISHED GRADE - SEEPLAN FOR MATERIALS24" MIN. 5'-0"15" DIA.FLUSH CONDITIONELEVATEDCONDITION2'-6" 6-0" MIN. (SEE PLAN)12"12"NOTES:1.CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB.2.CROSSWALK PAVEMENT MARKINGS SHALL BEREFLECTIVE PREFORMED PERMANENT PAVEMENTMARKING TAPE OR EPOXY PAVEMENT MARKING PAINTWITH REFLECTIVE SPHERES APPLIED TO THE WETPAINT PER NYSDOT SPECIFICATIONS.3.CROSSWALK MARKINGS SHALL BE WHITE.12"2'1.6"-2.4"1"0.3" MIN.1.6"-2.4"24"0.9"-1.4"50%-60% OF BASE DIAMETERDOME SPACINGDOME SECTIONGENERAL NOTES:1.NEW CONSTRUCTION: EMBEDDED PREFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOTITEM 608.02.2.WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01.3.THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THEDOMES AND THE ENTIRE 24" LEVEL SURFACE) IS FOR ILLUSTRATION ONLY.4.THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OFTHE CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES.5.LOCATION OF DETECTABLE WARNINGS: DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELDNEAREST TO THE ROADWAY OR STREET SURFACE IS 5"-9" (12" WHERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF THEROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OFTHE SIDEWALK CURB RAMP.6.DOME ALIGNMENT: THE ROWS OF DOMES SHALL BE ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE GRADE BREAK BETWEENTHE RAMP LANDING OR CURB RAMP AND THE STREET.7.COLOR REQUIREMENTS. THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHERADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP, EITHER LIGHT-ON DARK, OR DARK-ON-LIGHT AS DEFINED IN THEAMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (A.D.A.A.G. SECT. 1100). SUBMIT COLOR FOR APPROVAL.8.OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 24 INCHES OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS.0.2"DOMEEDGE OF WARNING FIELDMANUFACTURER'S INSTALLATION NOTES:1. PREPARE SOIL BEFORE INSTALLING MATTING INCLUDING APPLICATION OF SEED.2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 9" DEEP BY 6" WIDE TRENCH. ANCHORTHE MATTING WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THETRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOILAND FOLD THE REMAINING 12" PORTION OF MATTING BACK OVER THE SEED AND COMPACTED SOIL.SECURE THE MATTING OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACEDAPPROXIMATELY 12" APART ACROSS THE WIDTH OF THE MATTING.3. ROLL THE MATTING DOWN THE SLOPE. THE MATTING WILL UNROLL WITH THE APPROPRIATE SIDE AGAINSTTHE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACINGSTAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERNGUIDE.4. THE EDGES OF PARALLEL MATTING SHEETS MUST BE STAPLED WITH APPROXIMATELY 3" - 4" OVERLAPDEPENDING ON THE MATTING TYPE.5.CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE END OVER END (SHINGLE STYLE) WITH ANAPPROXIMATE 2"-3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSSENTIRE MATTING WIDTH.INSTALL BEGINNING OFEACH ROLL IN 6"X9"ANCHOR TRENCHSTAPLE, BACKFILL, &COMPACT SOIL, TYP.TOP OF SLOPESTARTING AT TOPOF SLOPE, INSTALLBLANKET IN SAMEDIRECTION OFWATER FLOW, TYP.EROSION CONTROLMATTINGBOTTOM OF SLOPE3"-4"12"9"6"2-3"8'-0"FAN SHAPED PERGOLA BYFOREVER REDWOOD ORAPPROVED EQUALNOTES:1.STRUCTURAL ENGINEER SHALL PROVIDED STAMPED STRUCTURAL DRAWINGS, CALCULATIONS,AND PROVIDE FOOTING DESIGN.Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420Save Date: 12/9/2022 11:00 AMFile Name: G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L7.0_DETAILS.dwgPlotted By:DOUGLAS HELLER North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONScale: NTSTRAFFIC SIGNAGE2Scale: NTSACCESSIBLE PARKING LAYOUT1Scale: NTSDECORATIVE STREET LIGHT5Scale: NTSSITE LIGHT POLE FOOTING6Site DetailsL-7.1DRCBASDBH03/21/2022NTS 1TDE COMMENTS12/5/2022ApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________Scale: NTSENCLOSURE FENCE AND GATE7NOTES:Planning Board # xx.xxScale: NTSPEDESTRIAN CROSSWALK4Scale: NTSDETECTABLE WARNING3Scale: NTSROLLED EROSION CONTROL MATTING810'-0" O/C MAX.TENSION BAREND & CORNER POSTLINE POSTLINE POST TOPSEE PLAN FOR LAYOUT4'-0"8'-0"CHAIN LINK, TOP SELVAGEKNUCKLEDBOTTOM SELVAGEKNUCKLEDSLEEVECONNECTIONTOPRAILTENSION BAND WITH CARRIAGEBOLTS AND NUTSPROVIDE 1/4" WASHACROSS TOP OFFOOTING (typical)3,000 PSI CONCRETEFOOTING 12" DIA. TYP.18" DIA. @ GATE POSTSVINYL SLATS (TYP.)1.ALL FASTENERS TO BE STAINLESS STEEL2.SEE LAYOUT PLAN FOR LOCATION & ORIENTATION OF STRUCTURE.3.PROVIDE SHOP DRAWINGS PRIOR TO ORDERING ANY MATERIALS.4.ALL POST, RAILS, MESH AND HARDWARE SHALL BE GALVANIZEDWITH BLACK PVC VINYL COATING.5.INSTALL GREEN PRIVACY SLATS IN THE FENCE AND GATE.Scale: NTSPERGOLA9 CONTRACTOR RESPONSIBLE FOR KEEPINGTREE PLUMB. IF STAKING, INSTALL 2"X2"SQ. OR 3" DIA. HARD OR SOFT WOODSTAKES, IN ACCORDANCE WITH THESPECIFICATIONS. (3) STAKES REQUIREDFOR TREES GREATER THAN 2" CAL.GALV.TURNBUCKLE >1 PER CABLE3" DEPTH SHREDDED BARK MULCH; PULLAWAY FROM TRUNK.3" HT. PLANTING SOIL SAUCER,COMPACTEDPLANTING SOIL AS SPECIFIEDCUT ROPE SURROUNDING BOTTOM OFTREE TRUNK AFTER BACKFILLING BUTBEFORE MULCHING. DO NOT REMOVEBURLAP.6" NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92%. (POORLY DRAINEDSOILS ONLY)UNDISTURBED SUBGRADEROOT FLARE SHALL BEAR SAMERELATIONSHIP TO FINISH GRADE AS ITBORE TO EXISTING GRADE IN THENURSERYEQ.EQ.45°2'-0"MIN.NEATLY WRAP ALL DECIDUOUS TRUNKSTO A HEIGHT OF THE SECOND LOWESTBRANCH (FALL PLANTING ONLY)SPACE SHRUBS AS INDICATEDON PLANS12"MIN.18" MIN.3" DEPTH SHREDDED BARKMULCH; PULL AWAY FROMROOT FLARE.CUT AND REMOVE BURLAPFROM TOP 1/3 OF ROOT BALLPLANT SHRUBS IN CONTINUOUSBED OF SPECIFIED PLANTINGSOILUNDISTURBED SUBGRADEROOT FLARE SHALL BEAR SAMERELATIONSHIP TO FINISHGRADE AS IT BORE TOPREVIOUS EXISTING GRADE6"MINGROUNDLEVELCRUSHED STONELEVELING PADSETBACK = 1.625"(5° BATTER ANGLE ON WALL)PERFORATED SOCKDRAIN (AS SPECIFIED BYENGINEER)GROUND LEVEL28" TOP BLOCKMOVE BLOCKFORWARD DURINGINSTALLATION TOENGAGE SHEARKNOBS (TYPICAL)(L)(LENGTH OF GEOGRID STRIP - TYP.)12" WIDE STRIP OF GEOGRID WRAPPED THROUGHBLOCK AND EXTENDING FULL LENGTH (L) BACKINTO REINFORCE FILL ZONE, TYP.PRECAST CONCRETE BLOCK RETAINING WALL,REDI-ROCK OR APPROVED EQUAL.NOTE:PRECAST MODULAR BLOCK RETAINING WALL IS A DELEGATED DESIGN ITEMREQUIRING SHOP DRAWINGS STAMPED BY A NYS LICENSED PROFESSIONAL ENGINEERDETAIL PROVIDED FOR BIDDING PURPOSES ONLY.REINFORCED CONDITION28" BOTTOMBLOCKFREE DRAINING BACKFILL TOEXTEND AT LEAST 12" BEHIND WALL28" MIDDLEBLOCKNON-WOVENGEOTEXTILE FABRICCLCL4"x12" WOOD RAIL8"x8" P.T. WOODPOST; 8'-0" O.C. TYP.MITER CUT TOP3/4" GALVANIZEDBOLTS WITH WASHERAT END NUTS TYP.COMPACTED NYSDOT304-2.02 TYPE 4UNDISTURBEDSUBGRADESECTIONCURB FACE8" x 8" WOOD POST,TYP.4"x12" WOOD RAIL; 16'MAX. LENGTHELEVATIONNOTE:SUBMIT SHOP DRAWINGS FORAPPROVAL PRIOR TO CONSTRUCTION48"PLANCONCRETE WALKNOTES:1.INSTALL EMBEDDED ANCHORING PER MANUFACTURERSSPECIFICATIONS38"Ø 3" DEEP HOLE WITHTHREADED ANCHOR BOLTBIKE BIKE RACK BY DERO, POWDER COATGREEN OR APPROVED EQUALBOND BREAKER &SEALANT (CONTINUOUS)#4'S HORIZ., TYP#4'S W/10" HOOK @16" O.C. VERTSTONE ANCHOR, STAINLESS STEELDOWEL PIN, 4" LONG, 18" O.C.2 12" THICK STONE COPING W/ 12"CHAMFERCONTINUOUS DRIP SLOT (BOTH SIDES)BRICK W/ 3/8" JOINTS, TYP. SS DOVETAILANCHOR BRICK TIES 24" O.C.2" X 4" KEYWAY#4'S @ 12" O.C. HORIZ., TYP#4 @ 24" O.C.NOTES:1.DIMENSIONS ARE TO BE VERIFIED IN THE FIELD PRIOR TO MANUFACTURING OF THE CAPS.2.PROVIDE ASPHALT DAMP PROOFING ON ALL CONCRETE SURFACES BELOW GRADE.3.BRICK SHALL MATCH BUILDING BRICK.4.WRAP BRICK VENEER AROUND ENDS OF WALL.5.WALL TIES SHALL BE HOT DIP GALVANIZED, 316" DIAMETER.6.INSTALL WEEP VENTS ON FIRST COURSE ABOVE SOLID MORTAR CAVITY. SPACE VENTS 24" O.C.7.SUBMIT SAMPLES OF BRICK, MORTAR AND WEEP VENTS FOR APPROVAL.8.STONE COPING SHALL BE LIMESTONE. 24" MINIMUM CAP LENGTH1'-10"24"3'-0"1'-0"6"1'-6"6"2'-7"6"4"512"512"3"CONCRETE WALK WITHEXPANSION JOINT3"8"±1" AIR GAPPLANT BEDSIDEWALK1'-8"2"SLOPE 18"PER FT.2'-238"1'-51 2" 2'-8"6'6'-1"4"4"5" CONCRETE PAD5" CONCRETE PADUnauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420Save Date: 12/9/2022 11:00 AMFile Name: G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L7.0_DETAILS.dwgPlotted By:DOUGLAS HELLER North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONScale: NTSDECIDUOUS TREE PLANTING1Scale: NTSSHRUB PLANTING2Site DetailsL-7.2DRCBASDBH03/21/2022NTS 1TDE COMMENTS12/5/2022ApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________Scale: NTSPRECAST BLOCK RETAINING WALL3Planning Board # xx.xxScale: NTSWOODEN GUIDERAIL5Scale: NTSPEDESTRIAN WARNING SIGN4Scale: NTSBIKE RACK6Scale: NTSSEAT WALL7Scale: NTSBENCH8 Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420Save Date: 12/9/2022 11:00 AMFile Name: G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L7.0_DETAILS.dwgPlotted By:DOUGLAS HELLER North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATION6" SADDLE WITH STAINLESSSTEEL STRAP PERMANUFACTURERSRECOMMENDATION, ROMACINDUSTRIES, INC.45° OR 30° BENDPIPE BEDDINGUNDISTURBED SUB-GRADESEWER LATERALFLOW C L45° OR 30° BEND AS REQ'DSLOPE: 2% MIN. (1/4" PER FOOT)45°FINAL TRENCH BACKFILLAS SPECIFIEDTOPSOIL & SEEDLAWN RESTORATION11PVMT. RESTORATION116" MIN.NOTES:1.FINAL TRENCH BACKFILL1.a.IN NON-PAVED AREAS, FINAL TRENCH BACKFILL SHALLBE EXCAVATED MATERIAL WHEN DETERMINEDSUITABLE BY THE ENGINEER OF RECORD; OTHERWISEIT SHALL BE STRUCTURAL FILL. MIN. MOD. PROCTORDENSITY SHALL BE 85 PERCENT.1.b.IN PAVED AREAS, FINAL TRENCH BACKFILL SHALL BESTRUCTURAL FILL. MIN. MODIFIED PROCTOR DENSITYSHALL BE 95 PERCENT.2.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINALTRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX.COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALSSHALL BE MECHANICALLY COMPACTED TO THESATISFACTION OF THE ENGINEER.3.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALLTIMES.EXIST. PVMT.SUBBASE MAT'L.;REFERTO NEW PVMT. DETAILBURIED METALLICIDENTIFICATIONWARNING TAPEFINAL TRENCH BACKFILL(SEE NOTE)PIPE ZONE BACKFILLPIPE ZONE BEDDINGMAT'LSAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. ASSHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT.PRIOR TO PLACEMENT OF NEW PVMT.NEW. PVMT., SEE DETAILPIPE O.D. + 24"MIN.6" MIN.O.D./2 12"MIN.5'-0" MIN. COVER WATER4'-6" MIN. COVER SEWER 18"5'-0" MAX.VARIES - AS REQUIRED 8"MINKEYJT.PIPE ZONE BEDDINGCRUSHED STONE# 1 & 2MECHANICALCOMPACTIONMECHANICALCOMPACTIONMECHANICALCOMPACTION12" MIN.COVERVARIESSEE NOTEPIPE ZONE BACKFILLMETHOD OFPLACEMENTMATERIALDEPTHITEMCRUSHED STONENOTES:(REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS")1.WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOTBE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOMOF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICALSEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALLBE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWERSHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TOBACKFILLING.2.PARALLEL INSTALLATION2.1.WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER,SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.2.2.IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON ACASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER.3.CROSSINGS3.1.WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OFTHE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THESEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER.3.2.AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE.SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED.FULL LENGTH OF PIPECENTERED ON SEWER LINE18" MIN.FINISHED GRADE* SEE NOTEWATER LINE* SEE NOTESANITARY SEWER(GRAVITY OR FORCEMAIN)OR STORM SEWER5'-0" MIN.AA0.5 x 1.590° (1/4) BEND45° (1/8) BENDNOTES: 81 V± = LD (W + I.D.) - I.D.5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED.2. CONCRETE NOT TO OVERLAP ANY JOINT.3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE.4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER.WHERE:V = VOLUME IN CUBIC YARDSL = LENGTH OF BLOCK IN FEETD = DEPTH OF BLOCK IN FEETW = WIDTH OF BLOCK IN FEETI.D. = INSIDE DIAMETER OF PIPE IN FEET6. REQUIRED BEARING AREAS ARE BASED ONALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i.(MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7.PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD.7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALLTHRUST SHALL BE RESISTED BY PILES OR TIE RODS TOSOLID FOUNDATIONS, OR BY REMOVAL OF SUCHUNSTABLE MATERIAL AND REPLACEMENT WITH BALLASTOF SUFFICIENT STABILITY TO RESIST THRUSTS, ALL ASREQUIRED BY THE ENGINEER.PIPE SIZEINCHESAREASQ. FT.AREASQ. FT.AREASQ. FT.22-1/2° (1/16) BEND11-1/4° (1/32) BENDDIMENSIONSD x LTEEDIMENSIONSDIMENSIONS2.0 x 2.5D x L3.21.5 x 2.564.5D x L1.5 x 2.02.4AREASQ. FT.1.2D x L1.0 x 1.50.6AREASQ. FT.DIMENSIONSD x LDIMENSIONSREQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKSWATER MAINCONCRETE THRUSTBLOCK SCHEDULE4,000 P.S.IUNDISTURBED SOILGRADE#30 ROOFING FELTTHRUST BLOCK18" SEWER MAINScale: NTSWATER SERVICE CONNECTION1Scale: NTSCONNECTION TO EXISTING SEWER MAIN2PIPE TRENCH SECTIONPIPE TRENCH SECTION3Scale: NTSUTILITY CROSSING DETAIL5Scale: NTSWATER PIPE RESTRAINT DETAIL6PLACE 5" MIN. CUSHIONMATERIAL ON TOP OFINSULATIONSite Utility DetailsL-7.3DRCBCSDBH03/21/2022NTS 1TDE COMMENTS12/5/2022ApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________5' MIN. COVER 1 PIPE LENGTH (18'-0" MIN.)PROPOSED 12"x6"TAPPING SLEEVE ASINDICATED ON THEPLANSEXISTING 12" DUCTILEIRON PIPE WATER MAIN3,000 PSI MIN.CAST-IN-PLACE CONCRETETHRUST BLOCKUNEXCAVATED/UNDISTURBED EARTHMECHANICAL JOINTTAPPING VALVE & M.J.RETAINER GLANDS PER CITY OFSARATOGA SRPINGS STANDARDS12" X 12" SOLID PRECASTCONCRETE BLOCKS (6" MIN.THICK)CRUSHED STONE PIPE BEDDING,AS SPECIFIED6"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.EXCAVATIONBACKFILL ANDCOMPACTION PERCITY OF SARATOGASPRINGSSTANDARDSPROPOSED FINISHED GRADEOR EXISTING GROUND LINETELESCOPIC PATTERNVALVE BOX PER CITYOF SARATOGA SPRINGSSTANDARDS6" BUILDING LATERAL4" SDR 26 PVC1/8 LONG SWEEP BENDSYRACUSE CASTINGS NO.4155CAST IRON FRAME & COVER, OREQUALCRUSHED STONE(NYSDOT #1)FLOWLETTERING ON COVER: SAN. SEWERFINISHED GRADE FOR PAVED AREAS WITHFRAME & COVER10"THREADED CLEANOUT PLUGFINISHED GRADE FOR UNPAVEDAREAS WITHOUT FRAME & COVERScale: NTSSANITARY SEWER CLEANOUT4Planning Board # xx.xxMECHANICALRESTAINED FITTINGNOTE: ALL BEND, TEE, AND REDUCERFITTINGS TO BE MECHANICALLYRESTRAINED HUGGER BANDS TYP.SEE DETAIL85'48" CMPDETENTION PIPES12" STUB TO OCSINV. OUT: 265.25'12" STUB FROM MH-1INV. IN: 268.10'INSPECTIONPORT22'INTERNALCOMPONENTSNOTES:1.BOLTED & GASKETED MANHOLE ACCESS COVERELEVATION MAY BE ADJUSTED TO GRADE.HDPE INLETINV (12") = 262.10'HDPE OUTLETINV (12") = 262.01'36" DIA. CAST IRON ACCESS COVER.HDPE INLETPIPE4" MIN. WALLTHICKNESS36"44"6" MIN.HDPE OUTLETPIPE45" SUMP UPPER RISERAS REQUIREDMIDDLE RISERWITH INTERNALSCOMPONENTSINSTALLED30" MIN.INLETOUTLETINTERNALCOMPONENTSBASEHYDRODYNAMICSEPARATOROLDCASTLE MODELDVS-48C8" #1 CRUSHEDSTONEEXISTING FRAME AND GRATE. REMOVEAND REINSTALL FLUSH WITH GRADE.ASPHALT PAVEMENT, FLUSH GRADECEMENT MORTAR ALLAROUND FRAMEEXISTING CATCH BASINREMOVE AND DISPOSE OF EXISTINGGRADE RINGS. INSTALL NEW PRECASTCONCRETE GRADE RINGS SET INNON-SHRINK MORTAR BED.TOP OF PLANTER: 271.50BOTTOM OF PLANTER : 270.50'PLANTINGS ASSHOWN ON L 5.0YARD DRAIN2" MULCH PER SPECIFICATIONSSTORMWATER PLANTER SOIL MIXCRUSHED STONE WITH FILTERFABRIC, MIN 12" OVERLAP4" PERFORATED PIPE45 MIL EPDMWATERPROOF LINER18"6"PONDING DEPTH6"3"-4" ROUNDED STONE;MINIMUM 18" WIDE AND 6" DEEPON TOP OF FILTER FABRICB. 4 FLANGE FRAME & GRATECATCH BASIN STEPS IN ALL DRAINAGE STRUCTURESDEEPER THAN 4'; STEPS TO BE COPOLYMERPOLYPROPYLENE PLASTIC ENCAPSULATED #4 ASTMA615 GRADE 60 STEELCOMPACTED SUBGRADE12" CRUSHED STONE BASEREINFORCED PRECAST CONCRETE INTEGRALWALL AND BASE SECTIONBOOT TYPE FLEXIBLE MEMBRANE SLEEVESELECT GRANULAR BACKFILLSHIPLAP JOINT MADE WATERTIGHT WITHBUTYL ROPE BETWEEN STRUCTURESECTIONS APPLY BITUMASTIC JOINTCOMPOUND ALL AROUND AFTER ASSEMBLYREINFORCED PRECAST CONCRETE BARRELSECTIONS AS REQUIRED, MANUFACTURED INACCORDANCE WITH ASTM C478-85aPRECAST CONCRETE GRADE AS REQUIRED;CEMENT RINGS, MORTAR SHALL BE PLACEDBETWEEN SECTIONS AND ON ENTIREEXTERIORFRAME AND GRATE, EJIW MODEL 5419 OR APPROVED EQUAL.GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC.F.G.PAVEMENTPITCHCEMENT MORTAR ALLAROUND FRAMEFLOWPIPE & SLOPE ASPER PLAN (TYP)PIPE SIZE &INVERTS ASINDICATED ONPLANS30" DEEP SUMP4'-0" DIAM.8"30"12"8"VARIES 1'-0"8" MAX PITCH12"TYP.PITCHPRECAST CONCRETE GRADE AS REQUIRED;CEMENT RINGS, MORTAR SHALL BE PLACEDBETWEEN SECTIONS AND ON ENTIREEXTERIORA. 3 FLANGE FRAME & GRATE ALONG CURBCURBCATCH BASIN FRAME AND GRATE, 3 FLANGE BICYCLE-SAFE.GRATE OPENINGS SET PERPENDICULAR TO TRAFFIC. RIMELEV. AS INDICATED ON PLANS. CEMENT MORTAR ALLAROUND FRAME.1'-0"8" MAX Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.Conifer LLC1000 University AvenueSuite 500Rochester, NY 05420Save Date: 12/9/2022 11:00 AMFile Name: G:\Proj-2019\2019013_Excelsior_Brewery_Mixed_Use\2019013CAD\L7.0_DETAILS.dwgPlotted By:DOUGLAS HELLER North Spring Run131 Excelsior AvenueSaratoga Springs, NY 12866Project Title:Prepared for:Drawing TitleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20172019013ISSUED FOR:SITE PLAN/SPECIAL USEAPPLICATIONSECTIONS3"6"6"3'-0"3'-6" MIN.B'A'A-A'**2'-6"MIN. I.D.**6"B-B'*30" MIN. SUMPN.T.S.CONCRETE - 4000 PSI @ 28 DAYS MIN.REINFORCMENT - 6x6 - 10/10 WWM ALLFOUR SIDES AND BOTTOM (CONFORM TOASTM STD. A-615)ALLOW 2" FOR FINALADJUSTMENT OF FRAME12" CRUSHED STONE ONUNDISTURBED SUBGRADENOTES:1. ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20.STORM SEWER PIPETO BE MORTARED INPLACEBICYCLE-SAFEHEAVY DUTY FRAMEAND GRATE3'-6" MIN.TO 6'-0"AB2'-6"MIN. I.D.**FRAME TO BEMORTARED TO TOP OFCATCH BASIN WITHNON-SHRINK GROUTALLOW 2" FOR FINALADJUSTMENT OF FRAMEKNOCKOUTPANEL EACHSIDE4" SCH 40 PVC SCREW-INCAP4" PVC PIPECHAMBER4" TOPSOIL8"4"SCH 40 PVCCOUPLING4" SCH 40 PVC4" SCH 40 PVCCORE 4.5"Ø HOLE INCHAMBER (4.5"HOLE SAW REQ'D)ANY VALLEYLOCATIONCONNECTION DETAILNOTE:1.ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED.2' LONG #4 REBAR,FOR LOCATINGINSPECTION PORT4" SCH 40 PVC SCREW-IN CAPIN PAVEMENT LOCATIONS PROVIDEVALVE COVER LABELED "STORM"Scale: NTSCATCH BASIN (KNOCKOUT) DETAIL2Scale: NTSCATCH BASIN DETAIL3Scale: NTSINSPECTION PORT DETAIL4Site Utility DetailsL-7.4DRCBCSDBH03/21/2022NTS 1TDE COMMENTS12/5/2022ApprovalApproved under authority of a resolution adopted _____________________by the Planning Board of the City of Saratoga Springs.Chairperson_________________________________________________Date Signed:_________________________________________________LOADING: H20/H25 SYSTEM INV = 265.25'MAINLINE PIPE GAUGE = 16WALL TYPE = SOLIDALT2 FINISH = PIPE DIAMETER = 48"ASSEMBLYSECTIONNOTES:1.ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.2.ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998.3.ALL RISERS AND STUBS ARE 2-2/3" X 1/2" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED.·RISERS TO BE FIELD TRIMMED TO GRADE.·QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE ORDRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FORCONNECTION TO EXISTING DRAINAGE FACILITIES.48"2'14 GAGE STEELPLATE (OPTIONAL)14 GAGE STEEL PLATE(OPTIONAL)PRO-SILK SEALANT STRIPFOR GASKET JOINT ONLYCONNECTION DETAILDOUBLEBOLT, BAR & STRAPGASKETEDSECTION10-1/4"12-1/8"BOLT, BAR & STRAPCONNECTOR12" WIDEFLAT BAND1 1/4" THK. 7"WIDE FLAT GASKETFLAT GASKET1/2"Ø BOLTS7/8"Ø BAR2-2/3"X1/2"GALVANIZEDALUMINIZEDBITUMINOUS COATEDSMOOTH-FLOALUMINUMCONCRETE-LINERSTEEL ULTRA-FLOCORRUGATIONSPIPE PRODUCTS3" X 1"3/4"X3/4"X7-1/2"5" X 1"GENERAL NOTES:1.REFER TO CONTECH BAND SELECTION GUIDE FORBAND WIDTH, GAGE, AND FASTENER TYPES.2.BAND FASTENERS ARE ATTACHED WITH SPOT WELDS,RIVETS OR HAND WELDS. ALL ALUMINUM BANDS, BOTHSINGLE AND DOUBLE BB&S, ARE FURNISHED WITH A 14GAGE ALUMINUM BACK-UP PLATE WELDED TO THEBAND AND THE STRAP.3.REROLLED ANNULAR END CORRUGATIONS ARENORMALLY 2-2/3" X 1/2".4.DIMENSIONS ARE SUBJECT TO MANUFACTURINGTOLERANCES.5.ORDER SHALL DESIGNATE GASKET OPTION.1'MIRAFI 160N FILTERFABRIC BELOW ANDON SIDES OF STONE20 MIL PEIMPERMEABLE LINEOVER TOP OF PIPESTRUCTURAL FILL1'CRUSHED STONESUBBASEScale: NTSUNDERGROUND DETENTION PIPES7Scale: NTSH-12 HUGGER BAND DETAIL6FINISH GRADEFRAME AND GRATE6" MIN. SUMP 6" MIN.TOPSOILCRUSHED STONECOMPACTED SUBBASESELECT GRANULAR BACKFILL12" MIN.Scale: NTSYARD DRAIN5Scale: NTSHYDRODYNAMIC SEPARATOR8FIRST JOINTBASE SECTIONPRECAST CONCRETEINVERTM.H. INVERT.FROM NEW PIPE TO EXISTINGFORM NEW CEMENT INVERTOF HOLDING BOOTALUMINUM ALLOY KORBANDTOP OF BASE SLABM.H. AT PIPE SPRINGLINE2" PROJECTION INTOBAND CLAMPSTAINLESS STEELASSEMBLY IN CORED HOLEFLEXIBLE NEOPRENE BOOT SEALMORTAR AFTER INSTALLATIONINSIDE FACE OF MANHOLE3'-0" MAX.3"MIN.Scale: NTSMANHOLE FRAME ADJUSTMENT DETAIL9Planning Board # xx.xxScale: NTSCONNECTION TO EXISTING MANHOLE DETAIL1Scale: NTSSTORMWATER PLANTER10