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Site PlansBuriedPropaneShedDeckStoneStep1 Story HouseHousePergola Deck Deck Deck Concrete Patio Stone Patio Stone Patio GeneratorStone Walk StoneStepsStone Steps Seawall SeawallTimber Retaining WallRetaining Wall Retaining Wall Retaining WallRetaining WallACObservation DeckDockDockRampArb o r Asphalt DriveAsphalt Drive1 (110.19'87.07' 6 (97.54'6 :Floor=341.45Garage=341.00Roof Peak=356.26 $ORQJ0HDQ+ L J K : D W H U 20" Spruce24" Pine14" Pine36" Pine32" Pine26" Hemlock24" Hemlock30" BeechBench MarkNail In Beech RootElev.=329.491 : 88.47' (Tie Line O n l y )9408.1 Sq. Feet0.21 AcresAreaMHSeptic Cover IRFRRSFIRF340339335330325320 325320335 340341341342 Mag SpikeMap References: 1. Map of a Survey Made forDavid Luce & Jennifer LuceDated: May 19, 2023By: Bardin Land Surveying, P.C.2. Map of Rockhurst on Lake georgeDeveloped by How-Mac Developments, Inc.Dated: December 20, 1955Last Revised January 16, 1956By; Leslie W. Coulter3. Map of Lands ofIlse M. CovalsDated: November 11, 1983By: Coulter & McCormackLicensed Land Surveyors4. Map of a Survey Made forSteven & Deborah SeaboyerDated: September 24, 2003Last revised July 7, 2009By: Van Dusen & StevesLands ofNicole NicolaisenB:5887 P:54227.13-2-38Lands ofSteven W. & Debrah F. SeaboyerB:6747 P:1227.13-2-36Irrevocable trustDeed Reference: Cheryl H. Hackett, Trustee Et. Al.ToDavid LuceAndJennifer LuceDated: June 1, 2023Book: 6797 Page: 162Legend:IPF = IRON PIPE FOUND IRF = IRON ROD FOUND RRSF = RAILROAD SPIKE FOUND = UTILITY POLE = LAMP POSTChain Link FenceChain Link FenceChain Link FenceWood fence 5435 = LOT NUMBERS MAP REF. 2Scale 1"=10'Date: April 2, 2024SHEET 1 OF 1DWG. NO. 24-048Grid NAD83 LUCE227.13-2-37227.13-2-37D33906.)1.)NOTES:2.)3.)5.)4.)DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THENEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OFINTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDEDTO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES.THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OFTITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TOANY STATEMENT OF FACTS SHOWN THEREON.NORTH ORIENTATION IS PER NEW YORK STATE PLANE EASTZONE, NORTH AMERICAN DATUM OF 1983 (NAD83). BEARINGSSHOWN ARE REFERENCED TO THIS DATUM AND THEREFORE MAYNOT MATCH RECORDED BEARINGS.PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.THIS MAP IS COPYRIGHT 2024 VAN DUSEN & STEVES LANDSURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THISDOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEWYORK STATE EDUCATION LAW.THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE INACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THENEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.8.)THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE ORINTEREST THE TOWN OF QUEENSBURY AND THE PEOPLE OF THE STATEOF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVERRIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THEBED OF THE ROADS.7.)CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONALGEODETIC VERTICAL DATUM OF 1929 (NGVD29).MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS "ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY AGENCY AND LENDING INSTITUTION LISTED HEREON, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE "CERTIFICATIONS INDICATED HEREON SIGNIFY THAT SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES." VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY NEW YORK STATE EDUCATION LAW." TO THE ASSIGNEES OF THE LENDING INSTITUTION." W A R N I N GTHE ALTERATION OF THIS MATERIAL IN ANYWAY, UNLESSDONE UNDER THE DIRECTION OF A COMPARABLE NEWYORK STATE CERTIFIED PROFESSIONAL IS A VIOLATION OFTHE NEW YORK STATE EDUCATION LAW AND/ORREGULATIONS AND IS A CLASS A MISDEMEANORThis document & the ideas incorporated herein as an instrument of service, is the property of SD ATELIER - ARCHITECTURE L.L.C. and cannot be used for any other purpose.SCALE:REVISIONS: AS NOTEDPROGRESS SET - NOT to Ee Xsed for constrXction511 Broadway, Second Floor.Saratoga Springs, NY. 12866ph: 518.587.3385www.sdatelier.cominfo@sdatelier.comDATE:DATE:RENOVATION FOR:4UEENSBURY, NEW YORK 128041 ROCKHURST ROADDAVID AND JENNIFER LUCEPROJECT NUMBER - 2023-38FEBRUARY 28, 2024VICINITY MAPDD-4 OHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OHN DATE: SCALE: REVISIONS: SEP. 16, 2024 AS NOTED W A R N I N G THE ALTERATION OF THIS MATERIAL IN ANYWAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE NEW YORK STATE CERTIFIED PROFESSIONAL IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ANDOR REGULATIONS AND IS A CLASS A MISDEMEANOR 511 Broadway, Second Floor.Saratoga Springs, NY. 12866ph: 518.587.3385www.sdatelierarchitecturellc.cominfo@sdatelier.comThis document & the ideas incorporated herein as an instrument of service, is the property of SD ATELIER - ARCHITECTURE L.L.C. and cannot be used for any other purpose.PROJECT202338DAVID AND JENNIFER LUCE RENOVATION FOR: 91 ROCKHURST ROAD QUEENSBURY, NEW YORK, 12804ASARCHITECTURAL PROPOSED SITE PLAN BuriedPropaneShedDeckStoneStep1 Story HousePergola DeckConcrete PatioStone Patio Stone Patio GeneratorStone Walk StoneStepsStone Steps Seawall SeawallTimber Retaining WallRetaining WallRetaining Wall Retaining WallACRampArb o r Asphalt DriveN 86°16'56" E110.19'97.54'S 86°16'56" W88'± Along Mean High Water 2'±9.5'±20" Spruce24" Pine14" Pine36" Pine32" Pine26" Hemlock24" Hemlock30" BeechBench MarkNail In Beech RootElev.=329.49N 14°11'02" W 88.47'(Tie Line Only)IRFIRF335330325320325320335 340341Chain Link FenceChain Link FenceChain Link FenceWood fence 335.6match existingmatch existing335.7336.30(G)335.5(G)335.3(G)STONE INFILTRATION TRENCH(11.5 FT L x 2.2 FT w x 4 FT D)330.2333.2(g)matchexistingRELOCATED STONE WALKRIVER ROCK BELOWDRAINAGE PANSBETWEEN JOISTS TODIRECT DRAINAGE TORIVER ROCKPROPOSEDDECK35 FT SHORELINE SETBACKFOR STORMWATER INFILTRATIONPRACTICESmatchexisting333.8(G)334.0(G)LEGENDPROPOSED STONE WALKWAYEXISTING TREE TO REMAINMEAN HIGH WATER LINEEXISTING CHAIN LINK FENCEPROPERTY LINEEXISTING EDGE OF PAVEMENT32" PinePROPOSED STONE WALKWAY(68.66 SF)PROPOSED DECK & STAIRS(308.11 SF)PROPOSED STORM WATERSTORAGE396.5394.00PROPOSED SPOT GRADESBuriedPropaneShedDeckStoneStepDeck Deck GeneratorStone Walk Retaining Wall Retaining Wall 110.19'26" Hemlock24" Hemlock30" BeechBench MarkNail In Beech RootElev.=329.4933 5 DECK DEMO153.00 SFSTONE WALK DEMO69.00 SFLEGENDLIMITS OF DISTURBANCEEXISTING DECK TO BEDEMOLISHED/ REMOVEDEXISTING SITE ELEMENT TOBE DEMOLISHED/ REMOVED35 FT SHORELINE SETBACKDRAWING NO.PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LANDSURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMPOF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSEDPROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCHALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.07/09/2024DRAWINGSNOT FORCONSTRUCTIONDWG OFPREPARED FORDIG SAFE NOTE:THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOTWARRANTED TO BE EXACT OR COMPLETE. THECONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORECOMMENCING ANY WORK AND SHALL PRESERVE EXISTINGUTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED INTHIS PLAN SET.MAP INFORMATION:BASE MAP INFORMATION DEVELOPED BY: HOW-MACDEVELOPMENTS, INC.74 Warren Street, Suite 1 | PO Box 272Saratoga Springs, NY 12866518.450.4030TRUST| QUALITY COLLABORATION | INNOVATIONon 24" x 36" sheetGRAPHIC SCALE2.5510051 inch = 5 feetnorth24044LUCE RESIDENCEZ:\Projects\2024 Projects\24044 - Luce Residence\DWG\01 XREF\24044_BASE.dwg L-0.10 1 2demolition, gradingand drainage planSTORMWATER MANAGEMENT NOTES:1.MAXIMUM DISTURBED SITE AREA FOR THIS PROJECT IS APPROXIMATELY 442.0 SQ. FT. THE PROJECT WILL THEREFOREQUALIFY AS A "MINOR PROJECT" IN ACCORDANCE WITH THE TOWN OF QUEENSBURY ZONING CODE.EXISTING IMPERVIOUS SURFACES = 75.00 SF.(STONE WALK) + 153.00 SF.(EXISTING DECK) = 228.00 SF.PROPOSED IMPERVIOUS SURFACES = 69.00 SF. (STONE WALK) +322.00 SF. (PROPOSED DECK)= 391.00 SF.INCREASE IN IMPERVIOUS SURFACES = 391.00 SF. - 228.00 SF. = 163.00 SF. REQUIRED STORMWATER RUNOFF STORAGE VOL. = 1.5 GAL. x 163.00 SF/ 7.48 CF/ GAL. = 32.7 CFRETROFIT STORAGE = 12" x 163.00 SF = 6.80 CFTOTAL REQUIRED STORAGE = 6.80 CF+ 32.7 CF = 39.5 CFSTORMWATER STORAGE VOLUME PROVIDED: INFILTRATION TRENCH = 2.2 FT W x 11.5 FT x 4 FT D X 0.4 = 40.5 CF TOTAL STORAGE PROVIDED = 40.5 CF2.STORMWATER CULVERTS, PIPING AND FITTINGS SHALL BE ADS N-12 SMOOTH BORE DOUBLE WALL HIGH DENSITYPOLYETHYLENE PIPE AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS INC., OR APPROVED EQUIVALENT.3.THE CATCH BASIN AND CULVERT SHOULD BE CHECKED FOR THE ACCUMULATION OF DEBRIS THAT MAY CONSTRICTRUNOFF FROM FLOWING FREELY AT THE OUTLET INVERT ELEVATIONS. IN ADDITION TO THE MAINTENANCE OF THESTORMWATER PRACTICES DESCRIBED, THE LAWNS AND LANDSCAPED AREAS SHALL BE MAINTAINED IN GOODCONDITION TO PREVENT EROSION. ANY DETERIORATED AREAS OF LAWN SHALL BE RE-SEEDED AND A STABLE TURFREESTABLISHED.UNDISTURBED SUBGRADE4"Ø PVC PERFORATEDPIPE OBSERVATIONPORT6" THICK WASHED SANDLAYERGEOTEXTILE FILTERFABRIC. LAP FABRICMIN. 1'-0"NO. 2 STONE WRAPPED INGEOTEXTILE FILTER FABRIC.PVC THREADED END CAP1STONE INFILTRATION TRENCH DETAILSCALE: N.T.S.GEOTEXTILE FILTER FABRICBETWEEN STONE AND SAND4'-0"2.2 FTADJACENT PAVEMENTADJACENT LAWN24" PEA STONE2'-0"PEA STONE GRAVEL DIAPHRAML-0.101DEMOLITION PLAN09-16-2024 change disturbed area to 442.0 sf Buried Propane Shed Deck Stone Step 1 StoryHousePergolaDeckConcrete PatioStone PatioStone PatioGeneratorStone W al k Stone StepsStoneSteps SeawallSea w a l l Timber Retaining W a l l Retaining WallRetaining WallRetaining Wall AC Dock Ramp ArborAsphalt Drive N 86°16'56" E 110.19' 97.54' S 86°16'56" W88'± Along Mean High Water2'± 9.5'± 20" Spruce 24" Pine14" Pine 36" Pine 32" Pine 26" Hemlock 24" Hemlock 30" Beech Bench Mark Nail In Beech Root Elev.=329.49 N 14°11'02" W88.47'(Tie Line Only)IRF IRF 335330325320325320335340 341 Chain Link Fence Chain Link Fence Chain Link Fence Wood fenceCS (1) IV (3) SH (1) CS (1) IV (3) SH (1) CS (1) IV (3) SH (1) MD (3) MD (3) CS (1) IV (3) SH (1) CS (1) IV (3) SH (1) LB (1) LB (1) LEGEND EXISTING TREE TO REMAIN PROPOSED SHRUBS/ GROUNDCOVER SA PROPOSED PROPERTY LINE MEAN HIGH WATER LINE EXISTING CHAIN LINK FENCE PROPERTY LINE EXISTING EDGE OF PAVEMENT PLANTING SCHEDULE KEY QTY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS SHRUBS LD 2 LINDERA BENZION NORTHERN SPICEBUSH 3 GAL. CONT.36" O.C. CS 5 CORNUS STOLONIFEA 'FARROW'ARCTIC FIRE DOGWOOD 3 GAL.36" O.C. PERENNIALS / GRASSES / SEDGES MD 6 MONDARDA DIDYMA SCARLET BEE BALM 1 GAL.18-24" O.C. IV 15 ILEX VERSICOLOR BLUE FLAG IRIS 1 GAL.24" O.C. SH 5 SENNA HERBECARPA WILD SENNA 1 GAL.12" O.C. DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. 07/09/2024 DRAWINGS NOT FOR CONSTRUCTION DWG OF PREPARED FOR DIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. MAP INFORMATION: BASE MAP INFORMATION DEVELOPED BY: HOW-MAC DEVELOPMENTS, INC. 74 Warren Street, Suite 1 | PO Box 272 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY COLLABORATION | INNOVATION on 24" x 36" sheet GRAPHIC SCALE 2.5 5 1005 1 inch = 5 feet 24044 LUCE RESIDENCE L-0.20 2 2 planting plan PLANTING NOTES 1.ALL PLANT BEDS TO BE MULCHED WITH 3" DEEP SHREDDED CEDAR-NATURAL COLOR, UNLESS OTHERWISE NOTED ON THE PLANS. 2.PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND REPORT ANY CONFLICTS OF EXISTING UTILITY LINES TO THE LANDSCAPE ARCHITECT. 3.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL BE OF SPECIMEN QUALITY UNLESS APPROVED OTHERWISE BY DIRECTOR'S REPRESENTATIVE. 4.WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL. CHANGED PLANTS SHALL BE EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, LEAF, SIZE, BRANCHING, CULTURE AND FRUIT. 5.A MINIMUM OF 6” OF SUITABLE TOPSOIL IS REQUIRED IN AREAS WITH PROPOSED LAWN SEEDING PRIOR TO SEEDING. 6.PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. 7.SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO WHEN THEY CAN BE INSTALLED. PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT DELIVERY. 8.MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE. 9.TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BE PLANTED 3” HIGHER THAN PREVIOUS GRADE. SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE SAME RELATIONSHIP TO GRADE AS PREVIOUS GRADE. 10.PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS SHOWN ON DRAWINGS. 11.UNLESS NOTED ON PLANT LIST, PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN. 12.FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR DESIGNATED AREA OR APPROVED EQUAL APPROVED BY LANDSCAPE ARCHITECT. PERENNIALS - SEE SHEET L-0.20 FOR TYPE AND LOCATION OF PLANTING 3" SHREDDED CEDAR BARK MULCH (natural color) AROUND PERENNIALS AND GRASS SPRIGS SUBSOIL 12" PLANTING SOIL MIX IN ALL PERENNIAL BEDS PLACED IN 6" LIFTS (TYP.) SHOVEL CUT AT EDGE OF PLANTING BED 1 PERENNIAL & GRASS PLANTING DETAIL SCALE: N.T.S. MULCH BED - PLACE 3" SHREDDED CEDAR MULCH (NATURAL COLOR) AROUND ALL SHRUBS 3" MULCH OVER 3" LIP OF TOPSOIL TO FORM SAUCER CUT AND REMOVE BURLAP FROM TOP ONE THIRD OF SHRUB BALL 50% ORGANIC SOIL, 50% EXISTING SOIL MIX SCARIFY COMPACTED SUB-SOIL TO A DEPTH OF 4" 2 SHRUB PLANTING DETAIL SCALE: N.T.S. DIG HOLE 2X DIAMETER OF B7B ROOT BALL OR CONTAINER L-0.20 1 L-0.20 2