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20221065 500 Union Longfellows Site Plan PUD Site Plan Amendment Drawings
COVER S-1 SURVEY L-1.0 SITE PREP, DEMO & ESC PLAN L-2.0 SITE LAYOUT & MATERIALS PLAN L-3.0 SITE GRADING & DRAINAGE PLAN L-4.0 SITE UTILITY PLAN L-5.0 SITE LANDSCAPING PLAN L-5.1 SITE LIGHTING PLAN L-6.0 SITE DETAILS L-6.1 SITE DETAILS L-6.2 SITE DETAILS L-6.3 SITE DETAILS L-6.4 SITE DETAILS L-6.5 SITE DETAILS November 22, 2022 500 Union Avenue PUD Site Plan Amendment 500 Union Avenue, Saratoga Springs, NY 12866 SHEET INDEX: CITY OF SARATOGA SPRINGS STANDARD NOTES 1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3.THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS 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 PRIOR TO CONSTRUCTION. 6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN 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 OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. PROJECT LOCATION MAP SCALE: N.T.S. PROJECT VICINITY MAP SCALE: N.T.S. SITE / CIVIL: APPLICANT: 500 Union Avenue, LLC 18 Division Street #401 Saratoga Springs, NY 12866 SITE STATISTICS PARCEL SIZE:8.6 AC. TAX PARCEL ID: 180.-4-24 ZONING: INTERLAKEN PUDD; ZONE AA Planning Board # XX.XXX Approval Approved under authority of a resolution adopted _____________________ by the Planning Board of the City of Saratoga Springs. Chairperson _________________________________________________ Date Signed:_________________________________________________ UNI O N A V E N U E FISH CREEK 550 WATERFRONT DYER SW I T C H R O A D CRESCENT AVENUELAKE LONELY PROPOSED USES HOTEL:88 ROOMS SPA:2,000 SF EATING/DRINKING:3,550 SF RECEPTION:6,300 SF ARCHITECT: Balzer & Tuck Architecture 468 Broadway Saratoga Springs, NY 12866 SURVEY CONSULTANT: Van Dusen & Steves Land Surveyors 169 Haviland Road Queensbury, NY 12804 PROJECT SITE SARATOGA NATIONAL PROJECT SITE SARATOGA NATIONAL LAKE LONELY FISH CREEK UNION AVEN U E MEADOWBROOK ROAD UNION AVENUECRESCENT AVENUEI-87I-87SARATOGA RACE COURSE OKLAHOMA TRACK HENNING ROAD5TH AVEN U E EAST AVENUENELSON AVENUEGI LBER T ROAD SARATOGA CASINO CRESCENT A V E N U E PARKING CALCULATIONS USE REQUIRED PROPOSED HOTEL ROOMS (88) 1.5 / ROOM 132 SPACES (HOTEL) SPA (2,000 SF) 1 / 500 GFA 4 SPACES (NON-RES) EATING / DRINKING (3,550 SF) 1 / 100 GFA (UP TO 5,000 GFA) 35 SPACES (E/D) RECEPTION (6,300 SF) 1/ 300 GFA (UP TO 10,000 GFA) 21 SPACES (NON-RES) WEEKDAY PARKING SHARING MID-7AM 7AM-6PM 6PM-MID. NON-RESIDENTIAL 0 25 20 EATING / DRINKING 17 25 35 HOTEL 132 66 118 TOTAL 149 116 173 WEEKEND PARKING SHARING MID-7AM 7AM-6PM 6PM-MID. NON-RESIDENTIAL 0 25 15 EATING / DRINKING 16 25 35 HOTEL 132 85 105 TOTAL 148 135 155 PARKING PROVIDED - 173 UP NM107CIRFBollar d s UP NG105 UP NG104 UP Telecomm. Vault Sign CIRF14" Maple 14" Maple Sign Transformer Transformer Bollar d s AC AC AC AC's Sign 6" Maple 6" Maple 16" Maple 12" MapleUP NG106-1Tele. Sign CB FH Step s 15" CulvertPost Post Post Post Sign Spigot Hydrant Sign Brick Bri c k Ar b o r DeckRet. WallBrickBrickBrickBrick ConcreteAC Concrete Hotel BuildingLongfellows Restaur a n t FF=259.94FF=259.92FF=259.84F F = 2 4 9 . 0 8 F F = 2 4 9 . 1 9 FF = 2 4 9 . 1 5 F F = 2 5 9 . 9 5 FF 2ND=270.11 Roof Peak=289.34 Roof =287.57 FF=259.93 Roof=286.42 FF=264.67FF=265.21FF=260.52FF=268.71FF=268.67FF=263.45FF=262.77Bldg. Height=289.33Roof =279.05 Roof Peak=287.32FF=262.93FF 2nd=272.56Roof=287.60FF =262.90 FF =260.57 FF =263.44 FF =277.73 FF Dock =264.92 C.O Maintenance Build i n g 369.60' 6 : 8 6 . 0 8 ' 1 :1 :1163.91'6 (118.41'6 (368.65'6 (38.68'373472.9 Sq. Feet 8.6 Acres Area Map References: Record Drawing Lands of Sullivan & Powers, Inc. Dated: October 31, 2003 By: Paul F. Tommell. L.S., P.C. Deck ACRetaining WallBrick Brick Brick Legend: CIRF = CAPPED IRON ROD FOUND = UTILITY POLE = CATCH BASIN = HYDRANT = MANHOLE = SIGN = LAMP POST SSAC CB = AIR CONDITIONERACWetland Boundary As Flagged by Others30" Maple 36" Oak 48" Oak 24" Tree 12" Pine 28"Pine 16" Pine 24" Pine 30" Pine 24" Pine 32" Pine 30" Pine 34" Pine 14" Maple End Section 12" CPP Inv = 245.19 End Section 12" Cpp Inv = 256.72 GasMeter 15" Hcap Top Pipe = 261.55 15" Hcap Top Pipe = 261.16 Pvc Co. End Section Top Pipe = 259.12 AC SASASASASASASASASASASASAEnd Section 8" CPP Inv = 255.79STSTST STST STSTSTST STSTSTSTSTSTSTSTSTS A S A SA SA SA SA SA SA S A S A S A WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL W L WLWLWLWLWLWLWLWLWLWLWLEnd Section 24"CPP Inv = 230.54 CB TF=253.44 Inv 24" CPP (N'ly)=234.50 Inv 18" CPP (S'ly)= 234.53 24" CPPCB TF=247.68 Inv 18"CPP (N'ly)=235.69 Inv 12" CPP (W'ly)=245.34 Inv 12" CPP (S'ly)=242.32 Inv 12" CPP (E'ly)= 242.20 18" CPPCB TF=254.58 Inv 12" CPP=251.98 CB TF=247.82 Inv 12" CPP (N'ly)=244.71 Inv 8" CPP (S'ly)= 244.79 CB TF=248.30 Inv 8" CPP=245.19 CB TF=247.87 Inv 8" CPP=244.75 CB TF=248.07 Inv 8" CPP (NE'ly)=245.12 Inv 8" CPP (SW'ly)= 245.27 CB TF=247.99 Inv 8" CPP (NE'ly)=245.81 CB TF=258.40 Inv 12" CPP=255.30 CB - Drywell TF=257.41 Bottom=252.0 CB TF=257.94 Inv 12" CPP (N'ly)=254.63 Inv 12" CPP (SE'ly)=254.85 Inv 8" CPP (W'ly)=254.62 Inv 8" CPP (S'ly)=254.34 CB - Drywell TF=258.51 Bottom= 250.0 CB TF=258.42 Inv 8" CPP=255.58 CB TF=258.42 Inv 8" CPP (NE'ly)=255.21 Inv 8" CPP (SW'ly)=255.26 CB - Drywell TF=256.33 Bottom=248.89 SMH TF=260.56 Inv 8" PVC (SE'ly)=255.68 Inv 6" PVC (NW'ly)=255.64 Inv 4" PVC (NE'ly)=255.66 4" PVCForce MainApprox. End Force Main WLWLWL2 6 7 2 6 6 265 264 264 264263 263 2 6 3263263263 262 26 2 2 6 2 262 2622 6 1 261261 26126 1 261 26026 0 260 260 259259 2 5 9 259 258 258 258 258 257257 257 256256 256 255255 255 254254254 253253 253252252 251250 25 0 249 249 248248247Roof Overhang Shed 1" PLGAS Gas Paint Marking 2" PLGA S Gas Pai n t M a r ki n g Concrete Pad Chainlink Fence Benchmark NHOA Hyd Elevation = 262.48 C o n c . W a l k FF=263.48. Bollard (Typ) Conc. Dock Steps Steps & Landing To Second Story LatticeLanding Steps & LandingGas Paint Line CTV Box Elec. Box Elec. Box Transformer Conc. Pad Conc.Steps4" PVC Inv=259.50 4" PVC Inv=259.26 Roof Overhang Benchmark NHOA Hyd Elevation = 260.04 Grease TrapsAuto Sprinkler End Section Inv 12"CPP=253.47 CB-Drywell TF=259.10 Inv 12"CPP=255.15 Bottom=250.4 Aban d one d Rail Be d TrailTrailSurvey Map of Lands Owned By Tomsargo Corporation Dated: May 10, 1996 By: L. Sipperly & Associates 1 2 WL 6" DIP 8" Water Main WL8" Water MainCapped6" WaterServiceStoneTwo StoryA-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 100' Wetland Setback Benchmark NHOA Hyd Elevation = 264.49100' Wetland Setback = WETLAND BOUNDARY = NYSDEC WETLAND ADJACENT AREA A-1 Gas Meter SHEET 1 OF 1 9.) 6.) 7.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.5.) 4.) 2.) 3.) NOTES: 1.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.10.) 11.) 8.) WETLANDS SHOWN ARE PER INFORMATION SUPPLIED BY THE LA GROUP. NORTH ORIENTATION IS PER NEW YORK STATE PLANE EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83). BEARINGS SHOWN ARE REFERENCED TO THIS DATUM AND THEREFORE MAY NOT MATCH RECORDED BEARINGS. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. NO PROPERTY CORNERS WERE SET AS PART OF THIS SURVEY. THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 7+,60$3,6&23<5,*+79$1'86(1 67(9(6/$1' SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE CITY OF SARATOGA SPRINGS AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. Scale 1"=30' Date: August 12, 2021 DWG. NO. 21-146GridBonacio 180.-4-24 180.-4-24D-2712 12.)SIZE, TYPE OF SANITARY SEWER PIPES ARE PLOTTED PER RECORD DRAWING (MAP REFERENCE NUMBER 1). 13.)INVERTS FOR STORM SEWER ARE FROM RECORD DRAWING (MAP REFERENCE NUMBER 1). 14.)THE 4" FORCE MAIN IS PLOTTED PER RECORD MAP (MAP REFERENCE NUMBER 1).MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS"ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYAGENCY AND LENDING INSTITUTION LISTED HEREON, ANDON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTALTO THE PERSON FOR WHOM THE SURVEY IS PREPARED, ANDLAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLYBY THE NEW YORK STATE ASSOCIATION OF PROFESSIONALEXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTEDTHIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE "CERTIFICATIONS INDICATED HEREON SIGNIFY THATSEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES."VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THEMAP BEARING A LICENSED LAND SURVEYORS SEAL IS A "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYNEW YORK STATE EDUCATION LAW."TO THE ASSIGNEES OF THE LENDING INSTITUTION." UP NM107 CIRF Bolla rds UP NG105UP NG104UPTelecomm. VaultSignCIRF 14" Maple14" MapleSignTransformerTransformerBolla rdsACACAC AC'sSign6" Maple6" Maple16" Maple12" MapleUP NG106-1Tele.SignCBFHSteps15" Culvert PostPostPostPostSignSpigotHydrantSignBrickBrickArborDeck Ret. Wall Brick Brick Brick BrickConcrete ACConcreteHotel Building Longfellows RestaurantFF=259.94FF=259.92FF=259.84 FF=249.08FF=249.19FF=249.15FF=259.95FF 2ND=270.11Roof Peak=289.34Roof =287.57FF=259.93Roof=286.42FF=264.67 FF=265.21 FF=260.52 FF=268.71 FF=268.67 FF=263.45FF=262.77 Bldg. Height=289.33 Roof =279.05Roof Peak=287.32FF=262.93 FF 2nd=271.51 Roof=287.60FF =262.90FF =260.57FF =263.44FF =277.73FF Dock =264.92C.OMaintenance Building369.60'S 80°06'00" W86.08'N 50°37'35" WN 06°55'30" W1163.91'S 20°00'52" ES 32°08'10" E118.41'S 12°15'00" E 368.65' S 10°06'40" E 38.68'373472.9 Sq. Feet8.6 AcresAreaDeck3.3±21.8±29.8±112.7±ACRetaining Wall BrickBrickBrick30" Maple36" Oak48" Oak24" Tree12" Pine28"Pine16" Pine24" Pine30" Pine24" Pine32" Pine30" Pine34" Pine14" MapleEnd Section12" CPPInv = 245.19End Section12" CppInv = 256.72GasMeter15" HcapTop Pipe =261.5515" HcapTop Pipe =261.16Pvc Co.End SectionTop Pipe =259.12ACSA SA SA SA SA SA SA SA SA SA SA SA End Section8" CPPInv = 255.79STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTST STST STSASASASA SASASASASASASASASASA SA SA SA SA SA SA SA SAWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WLWL WL WL WL WL WL WL WL WL End Section24"CPPInv = 230.54CBTF=253.44Inv 24" CPP (N'ly)=234.50Inv 18" CPP (S'ly)= 234.5324" CPPCBTF=247.68Inv 18"CPP (N'ly)=235.69Inv 12" CPP (W'ly)=245.34Inv 12" CPP (S'ly)=242.32Inv 12" CPP (E'ly)= 242.2018" CPPCBTF=254.58Inv 12" CPP=251.98CBTF=247.82Inv 12" CPP (N'ly)=244.71Inv 8" CPP (S'ly)= 244.79CBTF=248.30Inv 8" CPP=245.19CBTF=247.87Inv 8" CPP=244.75CBTF=248.07Inv 8" CPP (NE'ly)=245.12Inv 8" CPP (SW'ly)= 245.27CBTF=247.99Inv 8" CPP (NE'ly)=245.81CBTF=258.40Inv 12" CPP=255.30CB - DrywellTF=257.41Bottom=252.0CB - DrywellTF=258.51Bottom= 250.0CBTF=258.42Inv 8" CPP=255.58CBTF=258.42Inv 8" CPP (NE'ly)=255.21Inv 8" CPP (SW'ly)=255.26CB - DrywellTF=256.33Bottom=248.89SMHTF=260.56Inv 8" PVC (SE'ly)=255.68Inv 6" PVC (NW'ly)=255.64Inv 4" PVC (NE'ly)=255.66SMHTF=261.65Inv 8" PVC (SE'ly)=254.25Inv 8" PVC (NW'ly)=254.67Inv 8" PVC (NE'ly)=254.554" PVCForce Main Approx. EndForce MainSMHTF=262.33Inv 8" PVC (SW'ly)=255.83Inv 8" PVC (NW'ly)=256.23Inv 6" PVC (N'ly)=256.23Inv 6"PVC (NE'ly)=257.438"PVC 6"PVC 6"PVC WL267266265264 2642 6 4263263 2632632 6 3 2 6 3262262 262262262 261261261261261261 260260260260259259259259258258258258257257257256256 256255255 255254 254254 253253253252252251250250249249248248247Roof OverhangShed1" PLGASGas Paint Marking2" PLGASGas Paint MarkingConcretePadChainlinkFenceBenchmarkNHOA HydElevation = 262.48Conc. WalkFF=263.48.Bollard(Typ)Conc.DockStepsSteps & LandingTo Second StoryLattice LandingSteps & LandingGasPaint LineCTV BoxElec. BoxElec. BoxTransformerConc. PadConc.Steps4" PVCInv=259.504" PVCInv=259.26RoofOverhangBenchmarkNHOA HydElevation = 260.04Grease Traps AutoSprinklerEnd SectionInv 12"CPP=253.47CB-DrywellTF=259.10Inv 12"CPP=255.15Bottom=250.4ST ST Abandoned Rail BedTrail TrailTrail WL6" DIP8" Water MainW L 8" W a t e r M a i n Ca p p e d 6" WaterService StoneTwo Story BenchmarkNHOA HydElevation = 264.49CBTF=257.94Inv 12" CPP (N'ly)=254.63Inv 12" CPP (SE'ly)=254.85Inv 8" CPP (W'ly)=254.62Inv 8" CPP (S'ly)=254.34NYS ROUTE 9PDYER SWITCH ROADREMOVE ANDDISPOSE OF GREASETRAPS, TYP. OF 6.REMOVE CATCHBASINREMOVE BRICK PADREMOVE EXISTINGSTORM PIPEREMOVE EXISTINGSTORM PIPEREMOVE BUILDINGAND ADJACENTSTRUCTURES(INCLUDING STAIRS,DECKS, AC UNITS,ETC.)EXISTING PORTION OFBUILDING TO REMAINSAWCUTSAWCUTSAWCUTSAWCUTSAWCUTREMOVEFENCE, TYP.REMOVEFENCE, TYP.TREE PROTECTION, TYP.6L-6.0TREE PROTECTION, TYP.REMOVE LIGHT, TYP.EXISTING BUILDINGTO REMAINREMOVE PAVEMENT, TYP.REMOVE LIGHT, TYP.REMOVE PAVEMENT, TYP.REMOVE PAVEMENT, TYP.REMOVE PORTION OFGRAVEL DRIVEREMOVE LIGHT, TYP.REMOVEPAVEMENT, TYP.TREE PROTECTION, TYP.REMOVE TREE , TYP.REMOVE SIGNS, TYP.REMOVE FENCE, TYP.REMOVE CURB, TYP.REMOVE LIGHTS, TYP.REMOVE TREE, TYP.REMOVE LIGHT, TYP.TREE PROTECTION, TYP.REMOVEFENCE, TYP.CUT AND REMOVE WATERLINE. REMOVE WATER VALVE.6L-6.06L-6.06L-6.0REMOVE SANITARYLATERALS, TYP. OF 3.STABILIZEDCONSTRUCTIONENTRANCE1L-6.0CONCRETE WASHOUT4L-6.0SAWCUT OBLITERATEPARKINGMARKINGS, TYP.OBLITERATE PARKINGMARKINGS, TYP.SILT FENCE, TYP.2L-6.0SILT FENCE,TYP.2L-6.0INLET PROTECTION, TYP.5L-6.0INLET PROTECTION, TYP.5L-6.0INLET PROTECTION, TYP.5L-6.0REMOVE DEAD TREE , TYP.L-6.0SITE DETAILSREMOVE LIGHTSave Date: 11/21/2022 3:47 PMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-1.0_Site Prep and Demo.dwgPlotted By:KARA TEDFORD Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union AvenueSaratoga Springs, NY 12866Project 7itle:Prepared for:Drawing 7itleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20222021075Site Prep, Demo, & ESC PlanL-1.0MCBKACDRC11/22/20221"=30'102030300Scale: 1" = 30'1.EXISTING CONDITIONS ARE TAKEN FROM A SURVEY PLAN DATED SEPTEMBER 12,2021, AS PREPARED BY VANDUSEN & STEVES LAND SURVEYORS. HORIZONTAL AND VERTICAL DATUM IS AS NOTED ON THE PROJECTSURVEY.2.PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT DIG SAFELY NY(1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVINGJURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANYCOSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALLBECOME THE RESPONSIBILITY OF THE CONTRACTOR.3.THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREEROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITYLINES SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THECONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY THE CONTRACTOR.4.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANYDISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE OWNER'SREPRESENTATIVE.5.THE CONTRACTOR SHALL ESTABLISH PERMANENT BENCH MARKS. MAINTAIN ALL ESTABLISHED BOUNDS ANDBENCH MARKS AND REPLACE AS DIRECTED ANY WHICH ARE DESTROYED OR DISTURBED.6.CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN EXISTINGVEHICULAR TRAFFIC PATTERNS, AND MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC.CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF PEDESTRIANS INSIDE AND OUTSIDEOF THE LIMIT OF WORK LINE.7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS FROM ALL JURISDICTIONSAFFECTED BY THIS WORK ARE IN PLACE PRIOR TO CONSTRUCTION. FOR PERMITS ALREADY ISSUED,CONTRACTOR SHALL OBTAIN COPIES OF PERMITS AND STRICTLY ADHERE TO PERMIT CONDITIONS. PERMITSTHAT ARE OUTSTANDING SHALL BE SECURED BY THE CONTRACTOR AND COORDINATED WITH THE OWNER'SREPRESENTATIVE.8.ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION MUST BE APPROVEDAND SHALL BE RECORDED BY THE CONTRACTOR ON "AS-BUILT DRAWINGS," AS SPECIFIED.9.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDINGOF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORKBY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILLPROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TODO SO, HE SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY.10.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING INFRASTRUCTURE FOR THE DURATION OFCONSTRUCTION. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES,STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS.11.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION, REMOVALS ANDOR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL DRAWINGS AND SPECIFICATIONSFOR COORDINATION REQUIREMENTS BEFORE COMMENCING CONSTRUCTION.12.CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURINGCONSTRUCTION.13.CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, FENCES, TO PROPERLY PROTECT THE WORK,EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. ALL DAILY TRAFFIC IN THE VICINITY OF THE SITESHALL NOT BE IMPEDED.GENERAL NOTES1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITHOWNER/OWNER'S REPRESENTATIVE AND THE CITY OF SARATOGA SPRINGS TO REVIEW ALL APPLICABLEPERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE.2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES ANDUTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIESWITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED.3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES.REFER TO PROJECT PLANS, NOTES AND DETAILS.4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITHTHE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIRCONTRACT 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 EDITION OF THE NATIONAL MUTCD WITHNYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE.4.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTINGPAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTINGMATERIALS ARE INSTALLED.1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVEON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALSTO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, INACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS.2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL ANDFOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED ANDSTORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE.4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OFENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS,VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES INSUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADINGBEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROMTHE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.SITE PREPARATION NOTESPROTECTION NOTES:REMOVALS NOTESSILT FENCELEGENDPROPERTY LINEEXISTING SANITARY LINEEXISTING OVERHEAD UTILITYREMOVE PAVEMENTREMOVE ITEMEXISTING STORM LINEEXISTING WATER LINELIMIT OF DISTURBANCEPlanning Board # xxxxxxxxREMOVE STRUCTUREREMOVE GRAVELTREE PROTECTION FENCESAWCUT PAVEMENTINLET PROTECTION PostPostPostPostBrickRet. Wall Brick Brick BrickConcrete ConcreteN 06°55'30" W1163.91'S 32°08'10" E118.41'S 12°15'00" E 368.65' S 10°06'40" E 38.68'8.6 AcresRetaining WallConcretePadChainlinkFenceConc. WalkConc. PadRoofOverhangAutoSprinkler6" DIP8" Water Main8" W a t e r M a i n Ca p p e d 6" WaterService Stone NYS ROUTE 9PEMPLOYEE PARKING ONLY CONCRETE PAVERS, TYP.CONCRETE PAVEMENT, TYP.LAWNLAWNWOOD PERGOLACONCRETE PAVERS, TYP.FLUSHINTEGRALCONCRETECURB4" BOLLARDCONCRETE STAIRSCONCRETE STAIRSAND RAILINGCONCRETE RAMPDINING PATIOASPHALT PAVEMENT, TYP.GRAVEL PAVEMENT, TYP.ASPHALT PAVEMENT, TYP.PADDOCK FENCING, TYP.STONE VENEER WALLBOLLARD LIGHT, TYP.POOLORNAMENTAL FENCE,TYP.CONCRETE PAVERS, TYP.11L-6.01L-6.26L-6.16L-6.111L-6.09L-6.010L-6.111L-6.011L-6.1EXISTING HOTELBUILDING34 HOTEL ROOMS2,000 SPABOLLARD LIGHT, TYP.10L-6.111L-6.07L-6.012L-6.17L-6.17L-6.0LIGHT POLE BASE, TYP.9L-6.1MEET EXISTING PAVEMENTSMOOTH AND FLUSH, TYP.15.09'42.00'24.00'7.85'5.00'4L-6.15.00'LIGHT POLE BASE, TYP.9L-6.1MEET EXISTING PAVEMENTSMOOTH AND FLUSH, TYP.CONCRETE PAVEMENT, TYP.9L-6.026.00'5.00', TYP.PADDOCK FENCING, TYP.12L-6.16.00'8.00'10.00'10.00'4.00'R5'R5'R5'R5'R5'24221031811921253839525369707374767786871021351361451461541631738.00'R12', TYP.R7 . 0 0 '5.00'1551628.00',TYP.8.00',TYP.9.00', TYP.9.00', TYP.EMPLOYEE ONLY PARKINGPAVEMENT KEY8L-6.0FLUSH CONCRETE CURB5L-6.11L-6.33L-6.32L-6.3PROPOSED2 STORY BUILDING EXPANSION54 HOTEL ROOMS3,550 SF RESTAURANT6,300 SF BANQUET HALLTRANSITION CURB, TYP.13L-6.1TRANSITION CURB, TYP.13L-6.1OVERHEAD CANOPYTRANSITION CURB, TYP.XXL-6.XTRANSITION CURB, TYP.XXL-6.XAUTHORIZED ACCESSONLY SIGN3L-6.24" BOLLARD11L-6.14L-6.1FLUSH CONCRETE CURBTRANSITION CURB, TYP.XXL-6.X162'63'115'36.5' (EX.)135.5' (EX.)24.5'33'53'81'FIRE TRUCK MOVEMENTFIRE TRUCK MOVEMENTFLUSH GRANITE CURBCONCRETE PAVERS, TYP.GRANITE CURBMEET EXISTING PAVEMENTSMOOTH AND FLUSH, TYP.22.00'1L-6.112L-6.0Save Date: 11/21/2022 11:33 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-2.0_Layout and Materials.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union AvenueSaratoga Springs, NY 12866Project 7itle:Prepared for:Drawing 7itleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20222021075Site Layout &Materials PlanL-2.0MCBKACDRC11/22/20221"=20'105101520200Scale: 1" = 20'LEGENDPlanning Board # xxxxxxxxPROPERTY LINE1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTEREDSURVEYOR 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 ADJUSTMENTS MUST BEAPPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEYARE MEASURED UNLESS OTHERWISE NOTED.4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB.5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARYAPPROPRIATE MUNICIPAL OFFICIALS.6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR ANDAPPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THEFIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.8.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS,SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS,FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTORSHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUINGWORK.9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLEFOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION.10.PROVIDE EXPANSION JOINTS AT ALL CURBS, WALLS, STEPS, LIGHT POLE BASES, PULL BOXES,MANHOLES, TRAFFIC CONTROLLER BOXES AND AS SHOWN ON PLAN.LAYOUT NOTESCONCRETE CURBCONCRETE SIDEWALKGRAVEL PAVEMENTLIMIT OF DISTURBANCEASPHALT PAVEMENTCONCRETE PAVERSPADDOCK FENCINGORNAMENTAL FENCINGLIGHT POLEBOLLARD LIGHTLAWN BollardsBollards Tele.Sign15" Culvert PostPostPostPostSignSpigotBrickRet. Wall Brick Brick BrickConcrete ConcreteFF=259.94FF=259.92FF=259.84 FF=249.08FF=249.19FF=249.15FF=259.95FF 2ND=270.11Roof Peak=289.34Roof =287.57FF=259.93Roof=286.42FF=264.67 FF=265.21 FF=260.52 FF=268.71 FF=268.67 FF=263.45FF=262.77 Bldg. Height=289.33 Roof =279.05Roof Peak=287.32FF=262.93 FF 2nd=271.51 Roof=287.60FF =262.90FF =260.57FF =263.44FF =277.73FF Dock =264.92C.ON 06°55'30" W1163.91'S 32°08'10" E118.41'S 12°15'00" E 368.65' S 10°06'40" E 38.68' Retaining Wall 15" HcapTop Pipe =261.5515" HcapTop Pipe =261.16Pvc Co.SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSASASASASASASASASA SASASASASASA SASASASASA SA SA SA SA SA SA SA SA SA SA SA SAWLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL CBTF=253.44Inv 24" CPP (N'ly)=234.50Inv 18" CPP (S'ly)= 234.5324" CPPCBTF=247.68Inv 18"CPP (N'ly)=235.69Inv 12" CPP (W'ly)=245.34Inv 12" CPP (S'ly)=242.32Inv 12" CPP (E'ly)= 242.2018" CPPCBTF=254.58Inv 12" CPP=251.98CBTF=247.82Inv 12" CPP (N'ly)=244.71Inv 8" CPP (S'ly)= 244.79CBTF=248.30Inv 8" CPP=245.19CBTF=248.07Inv 8" CPP (NE'ly)=245.12Inv 8" CPP (SW'ly)= 245.27CBTF=258.40Inv 12" CPP=255.30CB - DrywellTF=257.41Bottom=252.0CB - DrywellTF=258.51Bottom= 250.0CBTF=258.42Inv 8" CPP=255.58CBTF=258.42Inv 8" CPP (NE'ly)=255.21Inv 8" CPP (SW'ly)=255.26CB - DrywellTF=256.33Bottom=248.89SMHTF=260.56Inv 8" PVC (SE'ly)=255.68Inv 6" PVC (NW'ly)=255.64Inv 4" PVC (NE'ly)=255.664" PVCForce Main Approx. EndForce MainSMHTF=262.33Inv 8" PVC (SW'ly)=255.83Inv 8" PVC (NW'ly)=256.23Inv 6" PVC (N'ly)=256.23Inv 6"PVC (NE'ly)=257.43WL WL 2642632 6 3 2 6 3 262 26 1261 2602602602592592582582582 5 7 256 25 5 254253252251250249248248247 1" PLGASGas Paint MarkingConcretePadChainlinkFenceConc. WalkFF=263.48.GasPaint LineRoofOverhangAutoSprinklerInv 12"CPP=255.15Bottom=250.4ST ST ST WL6" DIP8" Water MainW L 8" W a t e r M a i n Ca p p e d 6" WaterService StoneCBTF=257.94Inv 12" CPP (N'ly)=254.63Inv 12" CPP (SE'ly)=254.85Inv 8" CPP (W'ly)=254.62Inv 8" CPP (S'ly)=254.34FFE:259.95FFE:262.93FFE:262.93FFE:262.93FFE:262.93FFE:262.93FFE:262.93FFE:262.93FFE:262.93259262261260259259259260 262259248249 TS 262.80BS 258.80262.81262.60262.56262.27262.10262.27262.85262.56261.70TS 261.80BS 259.80259.7261.36261.46262.1262.81259.25TC 259.1BC 258.6TC 259.35BC 258.85TC 259.55BC 259.05TC 259.90BC 259.40(257.63)(257.23)(258.16)258.50TC 258.65BC 258.15FC 259.9FC 260.10FFE 260.20260.15262.81262.81259.65FC 259.60TC 260.0BC 259.50TC 259.85BC 259.35FC 259.38FC 259.30259.20(259.11)TS 262.77BS 262.27FC 262.59FC 262.69FC 260.70260.60TC 260.50BC 260.00FC 260.20FC 258.9TC 259.12BC 258.62260.10260.20260.20TC 260.0BC 259.50259.05259.25259.40259.80258.75259.60259.8FC 259.45259.35259.5FC 261.85FC 262.09TS 259.84BS 258.34TC/BC 258.30TC 258.70BC 258.45262.70262.80262.10262.73(258.52)(259.00)(260.36)(261.97)(262.77)(263.02)262.0262.41262.00261.85262.00261.85260.30BASEMENTFFE 249.15249.15249.10248.83248.61262.93262.77262.93262.93262.93262.93TC 262.45BC 261.95262.77262.93262.50262.69TC 262.69BC 262.19FC 262.09TC 262.69BC 262.19262.69262.73261262260.43(259.78)262.20(261.67)FC 259.30(260.01)(261.87)260261262(259.0)259263.32263.07263263263262.20262 2622 6 1 260 259 EMPLOYEE PARKING ONLY 262.85262.83(259.93)FC 258.34258.22259259.94FC 259.44FC 259.15(258.82)6L-6.4INFILTRATION CHAMBERS8L-6.4DIVERSION STRUCTURE: DS-1RIM: 258.5INV. OUT: 254.13 (ISO)INV. OUT: 255.04 (MANIFOLD)INV. OUT: 255.25 (W)9L-6.4DROP INLET: DI-1 (S)RIM: 247.50INV. IN: 243.41INV. OUT: 243.3112" HDPECONNECT 12" HDPE TOEXISTING DRYWELLINV. 254.0MODIFY STRUCTURE TOCONNECT 8" HDPE TOEXISTING CATCH BASININV. 245.1912" HDPECONNECT 12" HDPE TOEXISTING CATCH BASININV. 242.329L-6.4DROP INLET: DI-2 (G)RIM: 248.50INV. IN: 245.0 (E)INV. IN: 244.05± (S)INV. OUT: 243.958" HDPE12" HDPEINV. 254.61(8" HDPE)7L-6.4YD-1RIM: 261.25INV. OUT: 258.758" HDPE7L-6.4YD-2RIM: 261.25INV. IN: 258.45INV. OUT: 255.20WYE 8" HDPE INTO THETOP OF EXISTING PIPE8" HDPERAISE RIM ELEVATION OFEXISTING DRYWELL USINGCONCRETE GRADE RINGSRIM: 259.25CONNECTEXISTING 12"PIPE TO DI-2WYE 4" RETAININGWALL UNDERDRAININTO TOP OF 8"HDPE.4" (UD) INV. 255.78" INV. 255.03FOUNDATION DRAININV. 250.04" HDPECONNECT 4" HDPE TOEXISTING DRYWELL.INV. 249.80TP-1Save Date: 11/21/2022 3:46 PMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-3.0_Grading and Drainage.dwgPlotted By:KARA TEDFORD Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Site Grading &Drainage PlanL-3.0DBHKLTDRC11/22/20221"=20'105101520200Scale: 1" = 20'LEGENDPlanning Board # xxxxxxxxPROPERTY LINE1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED AUGUST 12,2021, PERFORMED BY VAN DUSEN &STEVES LAND SURVEYORS.2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR.3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION.ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION.4.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OFONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOTALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.5.RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALLBE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADAGUIDELINES.7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWNOTHERWISE.8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTINGPAVING.9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPINGPAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB.10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALLREPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTIONOPERATIONS AT NO ADDITIONAL COST TO OWNER.11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORECOMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUTPRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSEDOF OFFSITE.12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERALFILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BECOMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS.13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISHSURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES.14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANTMATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND.15.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION ANDOSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OFBACKFILLING.16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY ANDSITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GASGATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THEUTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES ORROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES.18.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURINGEARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLYTO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TOINTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK ISPERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE.19.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY ANDSITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GASGATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THEUTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE.20.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISENOTED.21.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT(VERTICAL) ON 2 FOOT (HORIZONTAL).GRADING NOTES:EXISTING CONTOURPROPOSED CONTOUR332332STORM STRUCTURELIMIT OF DISTURBANCE (1.60 AC)YARD DRAINEXISTING STORMPROPOSED STORMON NOVEMBER 21, 2022 I OBSERVED A DEEP HOLE TEST PIT AND CONDUCTED A FALLING HEAD PERMEABILITYTEST AT 500 UNION AVENUE, SARATOGA SPRINGS, NY. PLEASE REFER TO THE ATTACHED MAP FOR THELOCATION OF THE TEST PIT.TP-10 - 6” TOPSOIL6 - 36” 10 YR 4/6 MEDIUM BROWN LOAMY SAND36 - 96” 10 YR 3/6 MEDIUM BROWN LOAMY SANDSEASONAL HIGH WATER TABLE: NOT ENCOUNTEREDFALLING HEAD PERMEABILITY TEST AT 60 INCHESTEST PIT RESULTSTEST PIT LOCATION BollardsBollards Tele.Sign15" Culvert PostPostPostPostSignSpigotBrickRet. Wall Brick Brick BrickConcrete ConcreteC.ON 06°55'30" W1163.91'S 32°08'10" E118.41'S 12°15'00" E 368.65' S 10°06'40" E 38.68' Retaining Wall 15" HcapTop Pipe =261.5515" HcapTop Pipe =261.16Pvc Co.SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA SA STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSASASASASASASASASA SASASASASASA SASASASASA SA SA SA SA SA SA SA SA SA SA SA SAWLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL WLWLWL WL WL WL WL WL WL WL WL WL WL WL WL WL CBTF=253.44Inv 24" CPP (N'ly)=234.50Inv 18" CPP (S'ly)= 234.5324" CPPCBTF=247.68Inv 18"CPP (N'ly)=235.69Inv 12" CPP (W'ly)=245.34Inv 12" CPP (S'ly)=242.32Inv 12" CPP (E'ly)= 242.2018" CPPCBTF=254.58Inv 12" CPP=251.98CBTF=247.82Inv 12" CPP (N'ly)=244.71Inv 8" CPP (S'ly)= 244.79CBTF=248.30Inv 8" CPP=245.19CBTF=248.07Inv 8" CPP (NE'ly)=245.12Inv 8" CPP (SW'ly)= 245.27CBTF=258.40Inv 12" CPP=255.30CB - DrywellTF=257.41Bottom=252.0CBTF=257.94Inv 8" CPP (N'ly)=244.75Inv 12" CPP (S'ly)=255.14Inv 12" CPP (SE'ly)=254.75CB - DrywellTF=258.51Bottom= 250.0CBTF=258.42Inv 8" CPP=255.58CBTF=258.42Inv 8" CPP (NE'ly)=255.21Inv 8" CPP (SW'ly)=255.26CB - DrywellTF=256.33Bottom=248.89SMHTF=260.56Inv 8" PVC (SE'ly)=255.68Inv 6" PVC (NW'ly)=255.64Inv 4" PVC (NE'ly)=255.664" PVCForce Main Approx. EndForce MainSMHTF=262.33Inv 8" PVC (SW'ly)=255.83Inv 8" PVC (NW'ly)=256.23Inv 6" PVC (N'ly)=256.23Inv 6"PVC (NE'ly)=257.43WL WL 1" PLGASGas Paint MarkingConcretePadChainlinkFenceConc. WalkGasPaint LineRoofOverhangAutoSprinklerInv 12"CPP=255.15Bottom=250.4ST ST ST WL6" DIP8" Water MainW L 8" W a t e r M a i n Ca p p e d 6" WaterService StoneEMPLOYEE PARKING ONLY CONTRACTOR TOCOORDINATE WITHLOCAL UTILITYPROVIDER REGARDINGDISCONNECTION ANDRECONNECTION OFELECTRIC /COMMUNICATIONSLINESSITE LIGHTING, TYP.EXISTING 8" WATER MAINAND LATERAL CONNECTIONEXISTING HYDRANTEXISTING HYDRANTGREASE TRAP, SCHIERMODEL NO. GB-250RIM: 262.85INV. IN: 258.76INV. OUT: 258.59INV. @ BLDG.: 258.93NEW 6" SDR-26 PVCLATERAL. MIN. SLOPE 2%.INV. @ BLDG.: 257.30SANITARY CLEANOUTINV. (6" SDR-26 PVC): 256.23NEW 4" SDR-26PVC LATERAL. MIN.SLOPE 2%.GATEVALVEEXISTING WATER MAIN ANDLATERAL CONNECTIONEXISTING WATER MAIN ANDLATERAL CONNECTIONCONTRACTOR TO FIELD VERIFYEXISTING LATERAL SIZE ANDREPORT FINDINGS TO OWNER'SREPRESENTATIVE.CONTRACTOR TO FIELD VERIFYEXISTING LATERAL SIZE ANDPROVIDE GATE VALVE AND LINEEXTENSION OF THE SAME SIZEAND MATERIAL.1L-6.52L-6.545° BENDWYE 4" LATERALINTO TOP OF 6"LATERAL4" INV. 258.326" INV. 256.71Save Date: 11/17/2022 5:59 PMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-4.0_Utility Plan.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Utility PlanL-4.0DBHKLTDRC11/22/20221"=20'105101520200Scale: 1" = 20'LEGENDPlanning Board # xxxxxxxxPROPERTY LINEWATER SYSTEM NOTES1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF5'-0".2.SUBMIT APPROVED SHOP DRAWINGS FOR ALL WATER MAINS AND APPURTENANCES TO THE CITY ENGINEER PRIORTO CONSTRUCTION.3.ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEALCOATED, 350 P.S.I. PRESSURE RATING.4.CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OFSARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITYENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKEPLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINESARE EXCLUDED FROM THIS REQUIREMENT.5.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAINAND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEENINCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER.6.THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS.7.NEW WATER SERVICES FROM MAIN TO CURB STOP WILL BE INSTALLED WITH MINIMUM COVER SHOWN ONSTANDARD DETAILS UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF DEPTH OF EXISTING WATER MAIN. SERVICESHALL BE BROUGHT TO MINIMUM DEPTH IN STANDARD DETAILS AS CLOSE TO THE MAIN AS POSSIBLE.8.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTORSHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDEDTO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS.9.THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE.10.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL.11.VALVE BOXES11.a.CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL.11.b.COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED"WATER".12.VALVES12.a.ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W).12.b.R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A. C509.GLAND BOLTS SHALL BE ZINC COATED STEEL.12.c.ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G.12.d.ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11.12.e.VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROWCAST INTO IT INDICATING THE DIRECTION OF OPENING.12.f.EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS.12.g.MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL.13.HYDRANTS SHALL BE SARATOGA SPRINGS STANDARD MUELLER SUPER CENTURION A-423 AS SHOWN ON THEDETAIL.14.ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE).15.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE FOR INFORMATION ONLY, AND ALLUTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT DIG SAFELY NY (1-800-962-7962) AND THEPROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO FIELD VERIFY THELOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTORDUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THECONTRACTOR.16.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TOCONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'SREPRESENTATIVE.1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVEUTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPERAUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR.2.WATER AND SEWER CONNECTIONS SHALL BE REVIEWED AND APPROVED BY THE CITY OF SARATOGA SPRINGS ANDSARATOGA COUNTY SEWER DISTRICT #1 RESPECTIVELY, PRIOR TO CONSTRUCTION.3.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION INACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS.4.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINTCONFIGURATION.5.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDINGCODE REQUIREMENTS.6.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY,AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.)WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSEDLIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE.ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BEBORNE BY THE CONTRACTOR.7.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND.8.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESEDRAWINGS AND SPECIFICATIONS.9.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENTROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION.UTILITY NOTESLIMIT OF DISTURBANCEEXISTING WATERLINEEXISTING WATERLINEEXISTING SANITARYPROPOSED SANITARY PostPostPostPostConcrete Concrete86.08'N 50°37'35" WS 32°08'10" E118.41'S 12°15'00" E 368.65' S 10°06'40" E 38.68' Retaining WallConcretePadChainlinkFenceConc. WalkConc. PadConc.RoofOverhangAutoSprinkler6" DIP8" Water Main8" Water MainCapped 6" WaterService Stone NYS ROUTE 9PEMPLOYEE PARKING ONLY EX. WO14" DBHEX. EH8" DBHEX. EH6" DBHEX. EH6" DBHEX. CH6" DBH(TO BEREMOVED)EX. WO16" DBHEX. CS6" DBHEX. GB4" DBHEX. SM10" DBHEX. SM10" DBHEX. SM14" DBHEX. SM14" DBHEX. SM16" DBHEX. WP35" DBHEX. SM16" DBHEX. SM16" DBH(DEAD; TO BEREMOVED)EX. WC6" DBH(TO BE REMOVED)EX. SVM38" DBH(TO BE REMOVED)EX. SVM38" DBH(TO BE REMOVED)EX. SVM32" DBH(TO BE REMOVED)EX. WP30" DBHEX. WP32" DBHEX. WP24" DBHEX. WP30" DBHEX. WP24" DBHEX. WP16" DBHEX. WP30" DBHEX. WP12" DBH1PG8VC8CA5RC10HH6VC9HP3AG14PB3RC3HP1QR1QR3RC4PG12HQ3CA1QR5SS5SS2VC2VC5HQ3IV12SS2PA1HQ1IV12HH1PA2IV2VC2HQ4HH10CAR2VC1AG4PA14PB3RC1TC3PA3CC1HP3HB4IG3HB1HP21SS9IG2RC21SS7RC1PA11PB7HH1TCSave Date: 11/21/2022 9:18 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-5.0_Landscape Plan.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union AvenueSaratoga Springs, NY 12866Project 7itle:Prepared for:Drawing 7itleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20222021075Site LandscapingPlanL-5.0MCBKACDRC11/22/20221"=20'105101520200Scale: 1" = 20'LEGENDPlanning Board # xxxxxxxxPROPERTY LINEPLANTING NOTES:1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERYSTOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OFTREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICANSTANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THELOCALITY OF THE PROJECT.2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMALPOSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OFTREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP.3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BEPREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED.PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED.4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN 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 OCTOBER15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY.6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THEDRAWINGS.7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALLSUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSEDSUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT,FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.8.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOTSYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURINGPROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE.9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THELANDSCAPE ARCHITECT.10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING.11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALLBE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS ANDPERENNIALS.13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUSMATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCHCOMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATESTDIMENSION, AND SHALL BE DARK BROWN IN COLOR.14.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION ATDELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE.15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THEPLANT LIST, THE PLANTING PLAN SHALL GOVERN.16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORINGPERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCEINCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY.17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES.MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECTFORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECTWILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION.19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALLMAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION.20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD:20.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS;AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE AMINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLETERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING.20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGEEXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5"21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINALACCEPTANCE TO THE CONTRACTOR.22.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITIONFOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH ANDUNSATISFACTORY WORK.23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, AREIN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTSSHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST.24.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY ANDGERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY,GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS:PROPORTIONGERMINATIONPURITYCOMMON NAMEBY WEIGHTMINIMUMMINIMUMCREEPING RED FESCUE 50% 85%95%OR CHEWINGS FESCUE KENTUCKY BLUEGRASS25% 85% 90%PERENNIAL RYE25%90%90%25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422)AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLESOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHEREXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH,TOPSOIL SPECIFICATION:GRADATION:SIEVE % PASSING BY WEIGHTCHEMICAL ANALYSISMIN. MAX.#10100PH RANGE5.2-7.0#207895ORGANIC MATTER4%-6%#406787MAGNESIUM35LB. PER AC#604878PHOSPHORUS 75LB/AC#1004075POTASSIUM 85LB/AC#2002863SOLUBLE SALTSNOT TO EXCEED 500 PPM#2702255.00227ABBREVIATIONEXISTING TREE KEY (TO BE RETAINED)Common SassafrassEastern HemlockGray BirchWhite OakWhite PineSassafrass albidumTsuga canadensisBetula populifoliaAcer saccharumQuercus albaPinus strobusSugar MapleCSEHGBSMWOWPCOMMON NAMEBOTANICAL NAMEEXISTING TREE KEY (TO BE REMOVED)ABBREVIATIONCHChinese HawthornSilver MapleWhite CedarCrataegus pinnatifidaAcer saccharinumThuja occidentalisSVMWCCOMMON NAMEBOTANICAL NAMEAcer saccharumSugar MapleSMPLANT LISTSYM.QTY.BOTANICAL NAMECOMMON NAMESIZEREMARKS/SPACINGDECIDUOUS TREESQR3Quercus rubraRed Oak3-12"-4" cal.B&BORNAMENTAL TREESAG4Amelanchier x grandiflora 'Autumn Brilliance'Serviceberry8'-10' ht.B&B, TREE-FORMCC3Cercis canadensisEastern Redbud1"-1 12" cal.B&B, TREE-FORMEVERGREEN TREESPG5Picea glaucaWhite Spruce10'12' ht.B&BTC2Tsuga canadensisHemlock8'-10' ht.B&BSHRUBSCA11Clethra alnifolia 'Hummingbird'Hummingbird Clethra18"-24" ht.CAR10Clethra alnifolia 'Ruby Spice'Ruby Spice Clethra24"-30" ht.HP14Hydrangea paniculata 'Limelight'Limelight Hydrangea18"-24" ht.HQ20Hydrangea quercifoliaOakleaf Hydrangea30"-36" ht.IG13Ilex glabra 'Nordic'Inkberry18"-24" ht.IV6Ilex verticillata 'Red Sprite'Common Winterberry18"-24" ht.RC23Rhododendron catawbienseCatawba Rhododendron30"-36" ht.VC22Viburnum carlesii 'Compactum'Compact Koreanspice Viburnum18"-24" ht.PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUSHB6Hosta 'Big Daddy'Big Daddy Hosta#2 cont.HH33Hemerocallis 'Happy Returns'Happy Returns Daylily#2 cont.PA11Pennisetum alopecuroidesFountain Grass#3 cont.PB39Perovskia altriplicoflia 'Blue Jean Baby'Blue Jean Baby Russian Sage#2 Cont.SS64Sedum spectabile 'Neon'Neon Sedum#2 cont.ANNUAL BEDSDECIDUOUS AND FLOWERING TREESSHRUBS AND PERENNIALSEVERGREEN TREELAWNEXISTING TREE CIRFCIRF PostPostPostPostRet. Wall Concrete Concrete369.60'S 80°06'00" W86.08'N 50°37'35" WN 06°55'30" W1163.91'S 20°00'52" ES 32°08'10" E118.41'S 12°15'00" E 368.65' S 10°06'40" E 38.68'373472.9 Sq. Feet8.6 AcresAreaRetaining WallConcretePadChainlinkFenceConc. WalkConc. PadConc.RoofOverhangAutoSprinkler6" DIP8" Water Main8" W a t e r M a i n Ca p p e d 6" WaterService Stone NYS ROUTE 9P0.58.06.07.43.50.70.10.25.31.60.10.13.60.110.40.00.013.40.10.10.10.10.10.10.10.20.30.10.20.30.10.10.10.20.40.91.00.60.91.30.80.40.10.20.51.62.62.41.92.23.02.81.20.10.20.93.53.72.11.81.82.54.02.30.10.51.72.82.11.61.51.61.62.12.50.10.31.01.61.21.10.50.61.21.11.30.50.10.30.90.80.50.10.20.60.80.80.20.10.10.40.40.20.20.40.80.91.10.90.70.60.31.10.20.20.10.10.30.40.50.60.71.11.82.92.71.60.90.50.10.20.70.70.20.20.30.10.10.20.81.51.30.91.01.32.34.44.12.01.30.60.10.20.40.61.43.44.11.80.80.60.20.10.10.10.31.22.81.61.21.21.62.84.34.12.51.50.60.10.10.10.20.71.11.74.24.42.01.40.90.30.10.10.20.41.74.12.21.51.21.32.24.34.02.01.30.70.50.40.30.30.20.71.01.31.51.51.00.70.50.30.10.10.10.31.13.52.11.31.31.41.93.02.91.81.20.90.81.11.41.20.10.20.10.10.10.10.10.10.20.10.10.10.10.10.20.72.21.81.11.21.51.82.52.51.81.50.91.01.32.52.00.10.30.40.30.20.10.40.70.70.81.01.21.73.63.92.11.20.91.11.63.21.20.10.70.10.51.00.70.30.10.10.10.10.20.61.52.35.35.92.81.60.91.01.52.81.00.60.41.51.00.40.10.10.10.10.30.30.40.91.62.24.95.32.71.50.90.81.22.00.30.11.40.32.02.80.70.20.10.10.20.91.51.31.31.41.73.33.72.01.10.80.70.80.70.22.57.32.10.40.10.10.20.31.32.81.51.41.31.21.51.61.21.10.80.30.20.10.11.94.41.30.30.10.10.10.10.20.62.43.91.91.61.21.01.31.41.21.10.80.20.10.10.11.41.50.90.10.10.10.20.51.83.31.81.61.31.62.93.52.11.21.10.80.50.50.11.01.10.60.10.10.10.31.42.21.41.31.61.94.25.12.91.71.31.11.71.70.20.60.60.40.10.10.20.60.80.91.01.52.04.96.93.31.71.51.32.32.80.10.20.20.10.10.10.10.20.40.40.20.20.51.21.53.44.02.51.31.51.62.74.30.10.30.60.91.00.60.20.10.30.81.31.82.31.51.21.31.32.32.80.10.31.72.31.20.90.30.10.10.50.50.50.50.40.40.91.11.61.70.10.20.41.93.51.81.20.40.10.10.10.10.10.10.10.40.70.50.40.30.10.20.51.93.92.01.20.50.10.10.10.10.10.10.10.30.92.61.81.00.50.10.10.10.51.10.90.80.40.10.10.20.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.012.0S1S1S1S1S1S1S3S3S3BL1BL1BL1BL1S1BL2BL2BL2BL2BL2BL2BL1BL1S2S2S3S3S1S1S1S1S1S3S1S1S2BL1BL1BL1BL1BL1BL1S2BL2BL2BL2BL2BL2BL2Save Date: 11/21/2022 9:18 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-5.0_Landscape Plan.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union AvenueSaratoga Springs, NY 12866Project 7itle:Prepared for:Drawing 7itleDrawing No.Rev:Description:Date:Project No.:Design:Drawn:Date:Scale:Ch'k'd:© the LA Group 20222021075Site LightingPlanL-5.1MCBKACDRC11/22/20221"=30'102030300Scale: 1" = 30'LEGENDPlanning Board # xxxxxxxxPROPERTY LINELUMINAIRE SCHEDULESymbolLabelQtyLumensLLFWattsManufacturerCatalog NumberLampLED1. S1,S2, AND S3 ARE 20' HT.DescriptionStatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinSite Calc Area - general0.8 fc12.0 fc0.0 fcN/AN/APool Area3.4 fc13.4 fc0.0 fcN/AN/ABL16TBA-T3-16L-175-30K710760.910BL26BEGA Converted by LUMCat V 11.05.2017 / H.R.99 862 K312810.919.8S17NV-1-T4-48L-7-30K-UNVNV Series Area Lighting Fixture113310.9104S22NLS Lighting, LLCNV-1-T3-48L-7-30K-UNVT3 silicone optics114370.9104S33NV-1-T4-48L-7-30K-UNV113310.9208LEDLEDLEDLEDNV Series Area Lighting FixtureNLS Lighting, LLCNLS Lighting, LLCNLS Lighting, LLCLIGHT POLEBOLLARD LIGHTFOOTCANDLE0.1 21MAX.NOTES:1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THEOWNER'S REPRESENTATIVE 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 CORRESPONDINGDETAIL.4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE.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.FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.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.STRAWBALES STAKEDINTO GROUNDNOTE:1.WASHOUT AREA SHALL BE SIZED BY THECONTRACTOR TO ADEQUATELY CONTAINCONCRETE CLEANOUT.2.THE MINIMUM SIZE SHALL BE 8 FEET BY 8FEET AT THE BOTTOM AND 2 FEET DEEP.10 MIL PLASTICLININGWOOD OR METALSTAKES (2 PER BALE)STAPLES (2 PER BALE)STRAW BALE10 MIL PLASTICLINING8' MIN.8' MIN.2'CONCRETEWASHOUTCONCRETEWASHOUT SIGN50'-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 DEEDED MAINTENANCE SHALL BEPROVIDED AFTER EACH RAIN EVENT.24'-0"MIN.NOTES:1.FILTER BAG SHALL BE ADS FLEXSTORM CATCH-IT INLET FILTER,OR APPROVED EQUIVALENT.2.INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASISAND AFTER EACH RUNOFF EVENT.3.BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHENHALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SOAS TO CAUSE FLOODING OR BYPASSING THE INLET.4.DAMAGED OR CLOGGED BAGS SHALL BE REPLACEDIMMEDIATELY AFTER INSPECTION.5.A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OFBAGS.ISOMETRIC VIEWCATCH BASININLET GRATESTEEL FRAME FOR BAGREMOVAL FROM CATCH BASINFILTER BAGNOTES:1.TREE PROTECTION ON FENCING SHALL BE ERECTEDAT THE EDGE OF THE CRITICAL ROOT ZONE ORBEYOND PRIOR TO THE START OF ANYCONSTRUCTION ACTIVITY.2.THE PROTECTED CRITICAL ROOT ZONE OF EACHTREE SHALL EXTEND FROM THE TRUNK A MINIMUMDISTANCE OF 1 FOOT FOR EACH INCH OF TRUNKDIAMETER, OR 6', WHICHEVER IS GREATER.3.FENCE SHALL BE MINIMUM 4' HIGH ON ALL SIDES,AND BE CONSTRUCTED OF CHAIN LINK.4.FENCE SHALL BE SUPPORTED BY VERTICAL POSTSDRIVEN 2' (MIN.) INTO THE GROUND. POSTS MUSTAVOID MAJOR ROOTS, AND MUST BE SPACED NOTMORE THAN 10' APART.5.NO STOCKPILING OF MATERIALS, VEHICULARTRAFFIC, OR STORAGE OF EQUIPMENT SHALL BEALLOWED WITHIN THE FENCING. FENCING SHALLNOT BE MOVED OR REMOVED UNLESS APPROVEDBY CITY FORESTER.6.FENCING SIGNAGE AS DETAILED MUST BE POSTED INA VISUALLY PROMINENT LOCATION.10'-0" MAX.4' MIN.FENCING POSTCONTINUOUSCHAIN LINK FENCINGTREE PROTECTION AREASTOCKPILING PROHIBITEDDBH = X INCHESCRITICAL ROOT ZONE =WITHIN X FEET FROM TRUNKNOTE:MEASURE DBH OF TREE IN INCHES.THIS NUMBER IS THE MINIMUM NUMBER OF FEET FROMTHE TRUNK THAT SHOULD BE PROTECTED BY FENCINGSINGLE TREEMULTIPLE TREESCHAIN LINKCRITICALROOT ZONECHAIN LINKCRITICALROOT ZONEDETERMINING CRITICAL ROOT ZONE2'-0"1.) 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 OR ALLEYS.GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHINSARATOGA SPRINGS RIGHT OF WAYS: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 1:50 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 BE 5'MIN. OR AS ORDERED BY CITY ENGINEERTHESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALLCONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLEDWITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITYMINIMUM 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 LOADINGBROOM 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 PROCTORNOTES: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.MIRAFI 500XCOMPACTED GRAVEL -NYSDOT TYPE 2 CRUSHERRUN-STONE (SECT. 304)COMPACTED TO 95%STANDARD PROCTORDEPTH TO SUBGRADE AS REQUIRED BINDER COURSE - NYSDOT ITEMPG 64S-22 402.25TACK COAT - NYSDOT ITEM407-0102 DILUTEDTOP COURSE - NYSDOT ITEM 402.09ALLASPHALT1-1/2"3"12"PAVEMENTTYPETOPCOURSEBINDERCOURSEGRAVELCOURSESUBGRADE - COMPACTED TO90% STANDARD PROCTOREXPANSION JOINTS TO OCCUR 60' O.C.MAX & AT ALL CURBS, WALLS, & WHERESHOWN ON PLANS OR OTHER DETAILSSCORE JOINTEXPANSION JOINT2"2"12" JOINT2"2"12" JOINT1 14" DEPTH MIN.TOOLED JOINT 5' O.C. OR ASSHOWN ON PLANS & OTHERDETAILS OR TO MATCH EXIST.SCORE JOINTS. TOOLINGSHALL ALSO OCCUR AROUNDENTIRE PERIMETER OF CONC.PAVEMENT.TOOLED JOINT W/ 1/4"RADIUS EDGES ASSHOWN, TYP.JOINT SEAL PER SPEC.PREMOULDED JOINT FILLEREXISTING PAVINGPROPOSED PAVINGTOP COURSEBINDER COURSE1-/2" MINIMUM DEEP KEY INTOEXISTING PAVEMENTCOMPACTED BASE MATERIALCOMPACTED SUBGRADEKEYED PAVEMENT TO BE FLUSH WITHEXISTING PAVEMENT6"APPLY TACK COAT6"EDGE RESTRAINT24" SQ., 1 2/2: - 2" THICK ABERDEEN AZZURO SLABSBY TECHO-BLOC, SAWN TOP AND SIDES.1" SAND SETTING BEDSUBGRADE COMPACTED TO 90%STANDARD PROCTOR6" GRANULAR SUBBASE COURSE NYSDOT SECT 304, TYPE 2 COMPACTED TO95% STANDARD PROCTOR.6" MIN.6"5"6"5"8"6"GRANITE CURB;N.Y.S.D.O.T. TYPE AFINISHED GRADE,SEE PLAN FOR CONDITION FINISHED GRADE, TYP.SEE PLAN FOR CONDITION CONTINUOUS CONCRETECAST IN PLACE BACKING,3,000 PSI, WET PLACEDCONTINUOUS CONCRETE BASE,DRY PLACEDMIN. 6" N.Y.S.D.O.T. SECTION 304TYPE 2, SUBBASECOMPACTED OR UNDISTURBEDSUBBASESave Date: 11/18/2022 9:19 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-6.0_Details.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Site DetailsL-6.0MCBKACDRC11/22/2022NTSScale: NTSTEMPORARY STOCKPILE3Scale: NTSSILT FENCE2Scale: NTSCONCRETE WASHOUT4Scale: NTSSTABILIZED CONSTRUCTION ENTRANCE1Scale: NTSINLET PROTECTION5Scale: NTSTREE PROTECTION6Scale: NTSCONCRETE PAVEMENT9Scale: NTSASPHALT PAVEMENT7Scale: NTSCONCRETE JOINTS10Scale: NTSPAVEMENT KEY8Scale: NTSCONCRETE PAVERS ON GRAVEL11Planning Board # xxxxxxxxScale: NTSFLUSH GRANITE CURB12 3/4" PREMOLDEDEXPANSION JOINTSEE PLANS FORCONDITIONFINISHEDGRADE1/4" RADIUSSEE PLANS FOR CONDITIONPOURED-IN-PLACECONCRETE CURBGRAVEL COMPACTEDTO 95% STD. PROCTORSUBGRADE COMPACTED TO 90%STANDARD PROCTORNOTE: EXPANSION JOINTS LOCATEDALONG CURB 10" O.C. MAX.18"6"MIN.7"6"6"6"6"7"1/4" RADIUSPAVEMENT (SEE PLAN)CAST-IN-PLACE INTEGRALCONCRETE CURB, SEE SPECSON CONCRETE PAVING DETAILGRANULAR SUBBASE (TO 95%STD. PROCTOR)COMPACTED ORUNDISTURBED SUBGRADE (TO90% STD. PROCTOR)SCORE JOINTCONCRETE WALK6"6"(MIN.)18"6"6"#4 NOSE BAR CONTINUOUSW.W.M.18"ADJACENT PAVEMENT, SEE PLANSSCORE JOINT, TYP.CONCRETEPAVEMENT6"#4 NOSE BAR, CONTINUOUS,2" CLEAR, TYP.6"18"6"TYP.6"6"9L-6.010L-6.0COMPACTED GRAVEL (TO 95%STD. PROCTOR) NYSDOT SECT.304 SUBBASE TYPE 2COMPACTED OR UNDISTURBEDSUBGRADE (TO 90% STD.PROCTOR)GRANITE CURB DETAILCURB JOINT DETAILBEDDING BACKING GRANITE CURBINGGRANITE CURBING FINISHED GRADE12" JOINT FILLER WHENABUTTING CONCRETEMIN 12" LONG, 3000PSI WET MIXCONCRETE BACKINGAT CURB JOINTS6"MIN.5"MIN.6"6"6"6"1'-0"FINISHED GRADEGRANITE CURBN.Y.S. D.O.T. SECT 304TYPE 2, SUBBASE3000 PSI DRY MIXCONCRETE BEDDING,CONTINUOUS ALONGCURBNYS DOT SECT 304TYPE 2, SUBBASECOMPACTED ORUNDISTURBEDSUBGRADE6"6"6"6"ADJACENT PAVEMENT, SEE PLANS.SEE PLANS FOR CONDITION1/2" RADIUS18"1/2" RADIUS WITH1/2" REVEAL UNLESSOTHERWISE NOTEDCAST-IN-PLACE/SLIP FORM CONCRETECURB, NYS DOT CLASS JCOMPACTED GRAVEL (TO 95%STD. PROCTOR) NYSDOT SECT.304 SUBBASE TYPE 2COMPACTED OR UNDISTURBEDSUBGRADE (TO 90% STD.PROCTOR)PROVIDE 1/4" EXPANSIONJOINT IF INTERFACE WITHCONCRETE PAVING.6"NOTE:EXPANSION JOINTS SPACEDALONG CURB 10' O.C. MAX.9"7" TYP.12", TYP.12"TYP.3'-0" TYP.1"TYP.6"4"3'-0" TYP.F.G. CONC. SIDEWALKCONC. STAIRFOOTING,TYP.F.G. CONC.SIDEWALKWASH TREAD TODRAIN @ 1/4"/FT., TYP.THICKENEDEDGE, TYP.6" TYP.R1"HAND RAIL4'-6"BBSECTION A-APLAN-TILESECTION B-BDETAIL 1NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITHMANUFACTURERS SPECIFICATIONS.2. DO NOT SCALE DRAWINGS.3. FOR CUSTOM SIZING CONTACT MANUFACTURER.DETAIL 1AADOME10/16" Ø HOLE THROUGHEMBEDMENT FLANGES(2 PER FLANGE)DOMEINTERNAL EMBEDMENTFLANGE AT 3" C/C10/16" ØHOLE THROUGHEMBEDMENT FLANGES (2PER FLANGE)1'-0"1 3/8"1'-0"1'-0"GROUND ROD, AS PERMANUFACTURER`SRECOMMENDATIONCOMPACTED SUBGRADE6" COMPACTED GRAVEL BASEPOURED CONCRETE BASE, 300 PSIANCHOR BOLTS AS PERMANUFACTURER`S RECOMMENDATIONCONDUIT, BY OTHERSSEE SPECIFICATIONSREMOVE SONOTUBE TO AMINIMUM DEOTH OF 6" BELOWPROPOSED FINISHED GRADEFINISHED GRADE LAWN AREAS1" CHAMFER IN ALL LAWN OR PLANTBED AREASANCHOR AS PER MANUFACTURER`SRECOMMENDATIONSLIGHT POLE AS PER SPECIFICATIONSAND LIGHTING PLANCONCRETE BASE TO BE FLUSHIN ALL SIDEWALK AREASPROVIDE EXPANSION JOINT.FINISHED GRADESIDEWALK AREAS1-6" MIN.4'-0"2'-0" DIA.SEE PLAN FOREDGE CONDITIONENLARGEMENTSEE ENLARGEMENTCOMPACTED OR UNDISTURBEDSUBGRADELIGHTED BOLLARD, SEE LIGHTING PLAN4000 PSI REINFORCED CONCRETEFOUNDATION. PROVIDE (4) #4VERTICAL BARS EVENLY SPACEDAND #3 HORIZ. BARS 12" O.C., 2" MINCOVER ALL SIDES. REMOVE FORM TO6" BELOW FIN. GRADE.ELECTRICAL CONDUIT, PER SPECSANCHOR BOLTS AND MOUNTING PLATEPER MANUFACTURER REQUIREMENTS4'-0"14"CONCRETE FOOTING1/2" CHAMFERBOLLARDMANUFACTURER MOUNTINGSYSTEM. MOUNT WITHMANUFACTURERRECOMMENDED HARDWARE.TOP OF FOUNDATION 1"ABOVE FINISH GRADE INPLANTED AREAS.10"4'3000 PSI CONCRETEFOUNDATIONINTERNAL 4-1/2"STEEL PIPE, FILLEDWITH CONCRETEBOLLARDDECORATIVE SLEEVE TO BEBEGA SYSTEM BOLLARDTUBE (TO MATCH PROPOSEDBOLLARD LIGHT); POWDERCOAT BLACK3' 12"GEOTEXTILE FABRIC, MIRAFI 500XOR APPROVED EQUAL, TYP.COMPACT SUBGRADE TO 95%MODIFIED PROCTORNYSDOT TYPE 2 SUBBASE -COMPACT TO 95% MODIFIEDPROCTOR, TYP.10-1/2" 4'-6"4'-0" 4'-0"1'-0"8'-0"4'-6"1'-0"NOTES:1.DUE TO 8' ON CENTER POST SPACING, STEEL STIFFENERS SHALL BESUPPLIED FOR EACH SECTION AS PER MANUFACTURER RECOMMENDATIONS.2.INSTALL POSTS & RAILINGS PER MANUFACTURERS SPECIFICATIONS.CONCRETE FOOTINGFINISHED GRADECONCRETEFOOTINGFINISHEDGRADEPOST CAP, TYP.4"X4" POST, TYP.1"X4" RAIL, TYP.6"4"X4" WOODEN POSTWOOD RAILSECTION6' ADJACENT SIDEWALK3' ADJACENT LAWNTRANSITION CURBFULL HEIGHTREVEALFLUSH CURBFINISHED GRADESave Date: 11/18/2022 9:19 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-6.0_Details.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Site DetailsL-6.1MCBKACDRC11/22/2022NTSScale: NTSCONCRETE CURB2Scale: NTSINTEGRAL CONCRETE CURB3Scale: NTSFLUSH INTEGRAL CONCRETE CURB4Scale: NTSGRANITE CURB1Scale: NTSFLUSH CONCRETE CURB5Scale: NTSCONCRETE STAIRS6Scale: NTSDETECTABLE WARNING8Scale: NTSLIGHT POLE BASE9Planning Board # xxxxxxxxScale: NTSBOLLARD LIGHT BASE10Scale: NTSBOLLARD11Scale: NTSVEHICULAR GRAVEL PAVEMENT7Scale: NTSPADDOCK FENCE12Scale: NTSTRANSITION CURB13 4'-6" MIN. FOOTINGDEPTH2" TYP.3 15/16"TYP8' O.C. (NOMINAL)POST SPACING4'-0"3/4" SQ. PICKETSQ. POST, SIZE AS RECOMMENDED BYMANUFACTURER, TYP.(2) 112" TOP RAILS, TYP.3" MAX.(1) 112" BOTTOM RAIL, TYP.FINISHED GRADE, TYP.PRESSED DOME DECORATIVEPOST CAP, TYP.NOTES:1.FENCE SHALL BE 'MONTAGE PLUS', 5 RAIL, MAJESTIC, BY AMERISTAR FENCE OR APPROVED EQUAL.3-0" MIN.EMBEDMENT DEPTH12" TYP. FOR ALL LINE POSTS18" TYP. FOR ALL GATE AND CORNER POSTS4"FOOTING CONDITION; SEE PLAN.SEE DETAIL BELOW FOR WALLMOUNT.4'-0"GATE END POSTPROVIDE GATE LOCKINGMECHANISM PERMANUFACTURERSRECOMMENDATIONS, TYP.4'-0" GATEPROVIDE HINGECONNECTIONTO FENCE PERMANUFACTURER'SRECOMMENDATIONS2" TYP.3" MAX.SQ. POST, SIZE AS RECOMMENDEDBY MANUFACTURER, TYP.PRESSED DOME DECORATIVEPOST CAP, TYP.FINISHED GRADE, TYP.3-0" MIN.EMBEDMENT DEPTH12" TYP. FOR ALL LINE POSTS18" TYP. FOR ALL GATE AND CORNER POSTS4'-0" MIN. FOOTINGDEPTHFOOTING CONDITION, TYP.NOTES:1.ALL TRAFFIC CONTROL DEVICES ARE GOVERNED BY THE MOST CURRENT VERSION OF THENYS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYSDOT STANDARDSHEETS AND ARE SUBJECT TO REVIEW BY THE TRAFFIC DEPARTMENT PRIOR TO FINALPLANNING BOARD APPROVAL. PHYSICAL LIMITATIONS AND/OR VISIBILITY CONSIDERATIONSMAY REQUIRE SPECIAL CONSTRUCTION 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 ORAPPROVED EQUAL AND SHALL MEET THE LATEST RETROREFLECTIVITY REQUIREMENTS.NOTE: OWNER TO APPROVE LOCATIONS PRIOR TO INSTALLATION.SEE NOTESSEE NOTES80" MIN.SEE NOTES SEE NOTES FORSPECIFICATIONSGALVANIZED POST &BREAKAWAY HARDWAREAPPROVED BY CITYTRAFFIC DEPARTMENTBASE 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"R1-1CDVANACCESSIBLE12"x6"M.U.T.C.D.SEER7-8ABSEEM.U.T.C.D.AUTHORIZEDVEHICLESONLYR5-1130" X 24"4.00 S.F.FSEEM.U.T.C.D.P-1-112"x18"1.5 S.F.NYS STANDARDACCESSIBLEICON4L-6.2NO-PARKING AISLE PAINTEDWITH 4" DIAGONAL LINESFLUSH CURB5L-6.1RESERVED PARKINGSIGN3L-6.2CONCRETESIDEWALKNO PARKING SIGN3L-6.29L-6.04" WIDE PARKINGLINES8'-0" TYP.8'-0" TYP.9'-0" TYP.3'-11"5"50.0°100°R5"5"R1 4 " 5" 2 " 5"1'-2"10"NOTES:ALL PAINT TO BE COLOR BLUE AND AS SPECIFIEDTHE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADASTANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICALSYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREASTHE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR ANDSIGNIFIES ACCESSIBILITY.110°2'-4"1'-5"EXISTING RESERVEDPARKING SIGN TO REMAINEXISTING CURB TO REMAINNO PARKING SIGN3L-6.2EXISTING CONCRETETO REMAINEXISTING RESERVEDPARKING SIGN TO REMAINNO-PARKING AISLE PAINTEDWITH 4" DIAGONAL LINES8'-0" TYP.8'-0" TYP.9'-0" TYP.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.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 SUBGRADE12"EQ.EQ.UNDISTURBED SUBGRADENATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92%AMENDED PLANTING MIX, COMPACTED3" HT. PLANTING MIX SAUCER3" Ø X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25°ANGLE; STAKES TO BE OUTSIDE OF TREE PIT.INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUNDROOTBALL. ATTACH 1/8" GALV. STEEL CABLES @ 2/3 HEIGHTOF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASECABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/GALV. CLAMPS.GALV.TURNBUCKLE >1 PER CABLE3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIALAWAY FROM TRUNK.PRIOR TO BACKFILL, CUT AND REMOVE ROPESURROUNDING TREE TRUNK AND REMOVE BURLAPFROM TOP 1/3 OF ROOT BALL.NOTES:1.TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY,WITH ROOT FLARE EXPOSED.2.TREE SHALL BE SET PLUMB AND STRAIGHT.3.PRUNE, WATER AND FERTILIZE IN ACCORDANCE WITH SPECIFICATIONS.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 INCONTINUOUS BED OFSPECIFIED PLANTING SOILUNDISTURBED SUBGRADEROOT FLARE SHALL BEAR SAMERELATIONSHIP TO FINISHGRADE AS IT BORE TOPREVIOUS EXISTING GRADE6" MIN 12"MIN.18" MIN.3" BARK MULCHSET CROWN FLUSH WITHTOP OF MULCHPLANT PERENNIALS INCONTINUOUS BED OFSPECIFIED PLANTING SOILCOMPACTED / UNDISTURBEDSUBGRADESave Date: 11/18/2022 9:19 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-6.0_Details.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Site DetailsL-6.2MCBKACDRC11/22/2022NTSScale: NTSORNAMENTAL FENCE1Scale: NTSORNAMENTAL GATE2Planning Board # xxxxxxxxScale: NTSSIGNAGE3Scale: NTSACCESSIBLE PARKING LAYOUT5Scale: NTSACCESSIBLE PAVEMENT MARKING4LAYOUT ALAYOUT BScale: NTSDECIDUOUS TREE6Scale: NTSCONIFEROUS TREE7Scale: NTSSHRUB PLANTING8Scale: NTSSHRUB PLANTING9 8'-0" O.C.8'-0" O.C.12'-0" O.C.8'-0" O.C.8'-0"8'-0" O.C.3'-0"2" x 6" RAFTERS WITHCHARLESTON STYLE ENDS8" x 8"POST2" x 2" ROOF SLATS WITHCHARLESTON STYLE ENDS2" x 8" ROOF SUPPORTS WITHCHARLESTON STYLE ENDSDECORATIVEARCHES1'-4" O.C.1'-0" O.C.3'-0"8'-0" O.C.8'-0" O.C.2'-0"12'-0" O.C.8'-0" O.C.2'-0"8'-0" O.C.3'-0"2'-0"8'-0" O.C.2'-0" VARIES SEE GRADING PLAN VARIES SEE GRADING PLAN 4'-0" MIN.9"9"LAYOUT LINE SEE LAYOUT PLANS3/8" MORTAR BED (SHIM TO ACHIEVE 1% WASH ACROSS TOP OF CAP) TYP.±3/4" TO ±1 1/4" THICK NATIVE STONE GRANITE VENEER; SEE SPECS, TYP.PROVIDE TYPE N OR S MORTAR, FORTIFIED WITH AN ACRYLIC BONDINGAGENT FOR BASE/SCRATCH COATS AND FOR SETTING STONES.4,500 PSI CAST IN PLACE, REINFORCED STEM WALL, TYP. SEENOTES BELOW FOR STRUCTURAL DESIGN REQUIREMENTSFILTERFABRIC3" 1'-0"BOTTOM OFFOUNDATIONGRAVEL BACK FILL WITH 4"DIA. PERFORATEDUNDERDRAIN, HOLES DOWN,TYP.; SEE GRADING PLAN3/8" RAKED MORTAR JOINT12" SUBBASE COURSE, TYP.1/2"1/2"DRIP SLOT INSETTOP OF SHELFTOP OF WALL SEEGRADING PLAN18"EXPOSED HEIGHT VARIES EXPOSED HEIGHT VARIES 3'-0" 4" MIN. 4" MIN.END CONDITIONPROTECTION OF STONE MASONRY NOTE:DURING CONSTRUCTION, COVER TOPS OF WALLS,PROJECTIONS, AND SILLS WITH WATERPROOF SHEETINGAT END OF EACH DAY'S WORK.ANY WORK THAT IS NOT PROTECTED AND BECOMESWETTED FROM INCIDENT MOISTURE SHALL BE REMOVEDIN ITS ENTIRETY BEFORE FURTHER WORK CONTINUES.CONTINUOUS DRIP SLOTON ALL OVERHANGS, TYP.NATIVE STONE GRANITE CAP, SEE SPECS, TYP. (24" MINIMUM CAP LENGTH)SECURE CAP WITH 1/2" DIA. x 6" S.S. DOWEL, (2) PER CAP STONE SECTION; SETW/ NON-METALLIC, NON-SHRINK MORTAR), TYP.1"UNDISTURBED SUBGRADE6"6"6"6"1'-11"1'-1"FINISH GRADE SEEGRADING PLANFG42" MIN.ORNAMENTAL OVERLOOK RAIL WHERE SHOWN ON LAYOUT PLAN. SEE SPECIFICATIONS;CORE DRILL HOLE 8" DEEP; HOLD GROUT DOWN 1/2" BLEOW SURFACE TO RECEIVESEALANT. PROVIDE STAINLESS STEEL EXCUTCHEON PLATE TO MATCH RAIL, TYP.4L-6.3℄#4 BARS 12" O.C.#4 BARS 9" O.C.#5 BARS 12" O.C.FGNOTES:1.PROVIDE 2 INCHES OF CLEAR COVER ON ALL REINFORCEMENTS UNLESS OTHERWISE NOTED.2.ROUGHEN JOINT BETWEEN WALL AND FOOTING TO A 1/4 INCH AMPLITUDE.3.PROVIDE TENSION LAP SPLICES AT VERTICAL RETAINING WALL BARS.4.PRIOR TO INSTALLATION OF STONE VENEER, ENSURE SURFACE OF CONCRETE IS CLEAN,CLEAR OF LOOSE DEBRIS, AND FREE OF ANY BOND-MAKING AGENTS (I.E. FORM RELEASE OIL)(2) #4 HORIZONTAL BARS ADJACENT TO GUARDRAIL SLEEVE#4 BARS 9" O.C.3" CLR 4"O.C.TYP.1-1/2" DIA. STAINLESS STEEL ROUNDTUBING HORIZONTAL TOP RAIL;CONTINUOUS WELDED SADDLE JOINTS,BLACK POWDER COATED FINISH, TYP.3/4" SQUARE STAINLESS STEEL TUBINGVERTICAL INFILL RAILS; CONTINUOUSWELDED SADDLE JOINTS, BLACK POWDERCOATED FINISH, TYP.1-1/2" SQUARE STAINLESS STEEL TUBINGVERTICAL POSTS, INTERMEDIATE ANDBOTTOM RAILS; CONTINUOUS WELDEDSADDLE JOINTS, BLACK POWDER COATEDFINISH, TYP.3" TYP. 4"MAX. TYP.2"EQEQEXTEND TOP RAIL ATRAILING END PANELSSTONE VENEER WALL2L-6.3LANDING - 5' MINIMUMMAX SLOPE 2%TOP OF RAMP 1'-0"5'-6", TYP.R4", TYP.(PROVIDE SMOOTHTRANSITION)1-1/2" NOMINAL DIAMETERSCHEDULE STEEL PIPE, TYP.3'-0", TYP. 1'-10" BOTTOMOF RAMPESCUTCHEON PLATE, TYP.LANDING - 5' MINIMUMMAX SLOPE 2%VARIES SEE PLAN30'-0" MAX.14"SEE PLANSCOMPACTED SUBGRADE12"TYP.6"TYP.6"TYP.6" TYP.112" NOMINAL DIA. SCHEDULE80 STAINLESS STEELHANDRAIL, TYP.ESCUTCHEON PLATE, TYP.6"x 6" X W1.4 X W1.4WELDED WIRE FABRIC W/12" MIN. LAP SPLICESEE PLANS12" TYP. 7"COMPACTED SUBBASE,NYSDOT TYPE 2SECTIONCONCRETE PAVEMENT4", TYP.EMBEDED HANDRAIL 6"INTO CONCRETE9L-6.04", TYP.RAMP NOTES:1.RAMP SHALL NOTE EXCEED 1:12 / 8.3% SLOPE.2.STEEL PIPE SHALL BE STANDARD WEIGHT SCHEDULE 80, 1-1/2 INCHDIAMETER NOMINAL, CONFORMING TO A.S.T.M A501; ALL STEEL PIPEJOINT CONSTRUCTION SHALL BE TYPE 1, ORNAMENTAL QUALITY, ASDEFINED BY THE NATIONAL ORNAMENTAL AND MISCELLANEOUSMETALS ASSOCIATION.3.ALL STEEL MEMBERS AND RAIL HARDWARE SHALL BE STAINLESSSTEEL PIPE, WITH A BLACK POWDER COAT FINISH TO MATCH STAIRHANDRAILS.4.FOR CONTINUOUS SPANS IN EXCESS OF 30-FEET, EXPANSION JOINTSSHALL BE PROVIDED; ALL EXPANSION JOINTS SHALL BE A MINIMUMOF 12-INCH FROM RAIL POST.5.CORE DRILL HANDRAIL POSTS INTO CONCRETE (EMBED MIN. 6") ANDSET IN NON-SHRINK GROUT WITH 12" SEALANT, FINISHED TO DRAIN.,PROVIDE ESCUTCHEON PLATES FOR EACH POST. PLATE SHALLMATCH POST FINISH, TYP.6.PROVIDE 38" DIAMETER WEEPS ON THE UNDERSIDE OF THE RAIL,12-INCHES OFFSET FROM EACH SIDE OF RAIL POST.7.RETURN PIPE RAIL TO GROUND AT THE END OF ALL RAILINGS.8.ALL RAMP AND STAIR HANDRAILS SHALL RECEIVE A METAL POSTFLANGE PLATE. FOR RAMP CONDITIONS, THE FLANGE PLATEOPENING SHALL BE SIZED TO ALLOW THE FLANGE PLATE TO SITEFLUSH WITH THE SLOPING FINISHED GRADE.9.RAMP AND HANDRAILS SHALL MEET ALL APPLICABLE AMERICANDISABILITIES ACT (ADA) CRITERIA10.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BYDIRECTOR'S REPRESENTATIVE PRIOR TO RAIL FABRICATION.Save Date: 11/18/2022 9:19 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-6.0_Details.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Site DetailsL-6.3MCBKACDRC11/22/2022NTSPlanning Board # xxxxxxxxScale: NTSPERGOLA1PLANELEVATIONScale: NTSCONCRETE RAMP2Scale: NTSSTONE VENEER WALL3Scale: NTSORNAMENTAL OVERLOOK RAIL4 FRAME AND GRATEFINISH GRADEPVC INLET DRAINSELECT GRANULAR BACKFILLIN ACCORDANCE WITH THESPECIFICATIONSCRUSHED STONECOMPACTED SUBGRADE6" MIN. 6" MIN. SUMP 18" MIN.3"6"6"3'-0"3' -6 " M IN .NOTES:1.CONCRETE - 4000 PSI @ 28 DAYS MIN.2.MIN. REINFORCMENT: 6X6 - 10/10 WWM, ALL FOUR SIDES AND BOTTOM(CONFORM TO ASTM STD. A-615)3.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEETN.Y.S.D.O.T. HIGHWAY LOADING H-20.3'-6" MIN.3'-0" MIN.2'-6"MIN. I.D.**SECTION6" MIN.±46"ALLOW 2" FOR FINALADJUSTMENT OF FRAMEFRAME TO BE MORTARED TOTOP OF CATCH BASIN WITHNON-SHRINK GROUT. ALLOW2" FOR FINAL ADJUSTMENT OFFRAME.STORM SEWER PIPE TO BEMORTARED IN PLACE WITHNON-SHRINK GROUT12" TYPE 2 CRUSHED STONEON UNDISTURBED SUBGRADEA-A'KNOCKOUT PANELEACH SIDEA'ACIRCULAR FRAME AND COVER;HEAVY DUTY FRAME,NEENAH R-1795-JOR APPROVED EQUALHEAVY DUTY FRAME AND GRATE;CAMPBELL NO. 2816B WITH GRATEOPTION OR APPROVED EQUALCATCH BASINMANHOLESave Date: 11/18/2022 9:19 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-6.0_Details.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Site DetailsL-6.4MCBKLTDBH11/22/2022NTS1'-0"5'-0" MIN. COVERMIN.UNLESS OTHERWISE NOTEDMIN.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"AGGREGATESAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN.TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TOPLACEMENT OF NEW PAVEMENT.BURIED IDENTIFICATIONWARNING TAPEEXIST. PVMT.SUBBASE MAT'L.; REFERTO NEW PVMT. DETAILFINAL TRENCH BACKFILL(SEE NOTE)TOPSOIL & SEEDAS SPECIFIEDPIPE ZONE BACKFILLPIPE ZONE BEDDING MAT'LMIN.KEYJT.OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTEDSTATE STANDARDS")TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-18" MIN.(REFERENCE- "TENFINISHED GRADENOTE:SANITARY SEWER ORSTORM SEWERWATER LINECRUSHEDAGGREGATENOTES:1.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS.ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER.2.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.SELECTGRANULAR FILL4" 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: NTSINSPECTION PORT DETAIL3Scale: NTSUTILITY CROSSING DETAIL2Scale: NTSTYPICAL PIPE TRENCH DETAIL1ISOLATOR ROW46.34'(6 CHAMBERS LONG)PLACE MINIMUM 12.5' OF WOVEN GEOTEXTILE OVERBEDDING STONE AND UNDERNEATH CHAMBER FORSCOUR PROTECTION AT ALL CHAMBER INLET ROWS11'DIVERSIONSTRUCTUREHDPE MANIFOLD12" X 12"18" HDPEPROPOSED ELEVATIONS - PARKING LOT8 STORMTECH SC-740 CHAMBERS30.0"18" MIN*12" TYP51.0"6" MIN6" MIN6" MIN.ADS 601 NON-WOVEN GEOTEXTILE(OR EQUAL) ALL AROUND CLEAN,CRUSHED, ANGULAR STONE12" MINSC-740END CAPCRUSHED STONENYSDOT TABLE 703-4TYPE 3PAVEMENT SECTION, SEE DETAILUNDISTURBED SUBGRADEDIVERSIONSTRUCTURE12" HDPE ACCESS PIPE REQUIRED.USE FACTORY PRE-CORED ENDCAPS.COVER PIPE CONNECTION TO ENDCAP WITH ADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILE, 5' MIN.WIDE2 LAYERS OF ADS GEOSYNTHETICS315WTK WOVEN GEOTEXTILEBETWEEN FOUNDATION STONE ANDCHAMBERS.5' MIN. WIDE CONTINUOUS FABRICWITHOUT SEAMSSC-740 END CAP12" TYP.NOTE:1.UNDERGROUND DETENTION ANDINFILTRATION SYSTEMS ARE DESIGNED TOMEET OR EXCEED AASHTO H-20 LOADREQUIREMENTS.Scale: NTSUNDERGROUND INFILTRATION CHAMBERS4Scale: NTSISOLATOR ROW DETAIL5Scale: NTSUNDERGROUND CHAMBERS 'SMP-1'64' I.D.(MIN.)ADJUST FRAME TO GRADE WITH 4"H(12"H MAX.) PRECAST REINFORCEDCONCRETE GRADE EXTENSION RING(AASHTO H20-44 LIVE LOAD RATED)& NON-SHRINKING CEMENT MORTAR. FRAME & GRATEFINISHEDGRADEPRECAST REINFORCED CONCRETESTRUCTURE(AASHTO H20-44 LIVE LOAD RATED)12" SUMP, TYP.BUTYL ROPE SEALANT BETWEENPRECAST CONCRETE SECTIONS, TYP.12"CRUSHED STONEUNEXCAVATED/UNDISTURBED EARTH6"8"6"30"Ø OPENINGGROUT KEYS WITH NON-SHRINKING CEMENTMORTAR & APPLY THICK COAT OF ASPHALTWATERPROOFING COMPOUNDISOLATOR ROWSECTIONFLOWISOLATOR ROWISOLATOR ROWINV. OUT: 254.13STRUCTURE PLANScale: NTSDIVERSION STRUCTURE8Scale: NTSYARD DRAIN7Scale: NTSDROP INLET9Planning Board # xxxxxxxx12" X 12" HDPETEETO EXISTINGDRYWELLINSPECTION PORT (TYP.)MANIFOLDINV. OUT: 255.04FLOWMANIFOLDOVERFLOWINV. OUT: 255.25FLOWBOOT TYPEFLEXIBLEMEMBRANESLEEVE Save Date: 11/18/2022 9:19 AMFile Name: G:\Proj-2021\2021075_Saratoga_Hotel_and_Spa_Longfellows\2021075CAD\L-6.0_Details.dwgPlotted By:KAITLIN CAMPBELL Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law.500 Union Ave, LLC18 Division Street #401Saratoga Springs, NY 12866500 Union Avenue500 Union 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 20222021075Site DetailsL-6.5MCBKLTDBH11/22/2022NTSPlanning Board # xxxxxxxxScale: NTSGREASE TRAP1BUILDING LATERAL4" SCH-401/8 LONG SWEEP BENDCAST IRON FRAME & COVERTHREADED CLEANOUT PLUGFINISHED GRADE FOR UNPAVEDAREAS WITHOUT FRAME & COVERCRUSHED STONEBEDDINGFLOWLETTERING ON COVER: SAN. SEWERFINISHED GRADE FOR PAVED AREAS WITH FRAME & COVER10"Scale: NTSSANITARY CLEANOUT2