PlansPROJECT LOCATIONGENERAL NOTESPREPARED FORSHEET INDEXZONING STATISTICSTURNER RESIDENCE SNUG HAR$OR LNTOWN OF 3UEENS$URYWARREN COUNTY NYDAVID TURNER AND MARTHA $ANTA SNUG HAR$OR LN3UEENS$URY NYCONTACT: DAVID TURNERPHONE: 1ÄÄ03UEENS$URY ZONING: WATERFRONT RESIDENTIAL
WR TAX MAP ID: 205Ä1Ä21PRIOR TO COMMENCING ANY WOR- CONTRACTOR SHALL CONTACTUFPO AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THELOCATION OF ALL EXISTING UTILITIES ANY COSTS INCURRED $YTHE CONTRACTOR FOR FAILURE TO CONTACT THE PROPERAUTHORITIES SHALL $E SOLELY THE RESPONSI$ILITY OF THECONTRACTOR2THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONSAND REPORT ANY DISCREPANCY $ETWEEN THE PLANS AND THEFIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE3CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALLUTILITIES INCLUDING $UT NOT LIMITED TO LINES DUCTS CONDUITSSLEEVES FOOTINGS ETC WITH LOCATIONS OF PROPOSED SITEELEMENTS EXCAVATION RE3UIRED PROXIMATE TO UTILITY LINESSHALL $E DONE $Y HAND ANY DAMAGE AND INCURRED COSTS DUETO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE GUIDELINESSHALL $E THE RESPONSI$ILITY OF THE CONTRACTOR4CONTRACTOR SHALL ESTA$LISH PERMANENT $ENCHMAR-S PRIOR TOTHE START OF CONSTRUCTION ALL SECONDARY $ENCHMAR-SSHALL $E LOCATED SO THAT THEY WILL NOT $E DISTUR$ED DURINGCONSTRUCTION5LIMITS OF DISTUR$ANCE IS NOTED ON DRAWINGS CONTRACTOR ISRESPONSI$LE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE ANDOUTSIDE THE LIMITS OF DISTUR$ANCE ANY AREAS OUTSIDE THELIMITS OF DISTUR$ANCE THAT ARE DISTUR$ED SHALL $E RESTOREDTO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THEOWNER IF NO LIMITS OF DISTUR$ANCE IS SHOWN PROPERTY LINESHALL $E THE LIMITS OF DISTUR$ANCECONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTIONSO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS ANDMINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFICCONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OFPEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF DISTUR$ANCEVARIOUS PERMITS ARE RE3UIRED FOR THIS PROJECT IT IS THECONTRACTOR'S RESPONSI$ILITY TO ENSURE ALL RE3UIRED PERMITSFROM ALL JURISDICTIONS AFFECTED $Y THIS WOR- ARE IN PLACEPRIOR TO CONSTRUCTIONALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURINGCONSTRUCTION SHALL $E RECORDED $Y THE CONTRACTOR ONASÄ$UILT DRAWINGS AS SPECIFIEDCONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTINGINFRASTRUCTURE FOR THE DURATION OF CONSTRUCTIONLÄ000COVER SHEETLÄ020EXISTING CONDITIONSLÄ030DEMOLITION EROSION AND SEDIMENTCONTROL PLANLÄ110LAYOUT MATERIALS GRADING DRAINAGEPLANLÄ210PLANTING LIGHTING PLANLÄ310CONSTRUCTION DETAILSFOR APPROVALREVIEW ONLY3/14/20231COVER SHEETLÄ000RE3UIREDEXISTINGPROPOSEDMIN LOT SIZE20 ACRES022 ACRES022 ACRESMIN LOT WIDTH15000'42'42'MIN ROAD FRONTAGE15000'13'13'WATER FRONTAGE150122'122'FRONT YARD SET$AC-3000'3141'3141'SIDE YARD SET$AC-
1 2000'143'143'SIDE YARD SET$AC-
2 2000'52'52'SHORELINE $LDG SET$AC-
FROM MHW 5000'432'
TO HOUSE 332'
TO DEC- 432'
TO HOUSE 2'
TO DEC- MAX FLOOR AREA RATIO22003535MIN LOT PERMEA$ILITY500333535PROJECT LOCATIONLA-ESUNNYSIDEPROJECT TEAMLANDSCAPE ARCHITECT/CIVIL ENGINEER:STUDIO A LANDSCAPE ARCHITECTURE ENGINEERING DPC3 HIGH ROC- AVE SUITE 3 ^ PO $OX 22SARATOGA SPRINGS NY 12CONTACT: JEFFREY ANTHONY RLA MATTHEW HUNTINGTON PEPHONE: 514504030DRAWING NOPROJECT NOPROJECT
DRAWING TITLEDATE:REVISIONS
DATE DESCRIPTION STUDIO ALANDSCAPE ARCHITECTURE
ENGINEERING DPCMAILING:PO $OX 22SARATOGA SPRINGS NY 12OFFICE LOCATION:3 HIGH ROC- AVE SUITE 3SARATOGA SPRINGS NY 12
51 450Ä4030IT IS A VIOLATION OF NEW YOR- STATEEDUCATION LAW FOR ANY PERSON UNLESSTHEY ARE ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEERARCHITECT LANDSCAPE ARCHITECT OR LANDSURVEYOR TO ALTER ANY ITEM IN ANY WAYIF AN ITEM $EARING THE STAMP OF ALICENSED PROFESSIONAL IS ALTERED THEALTERING LICENSED PROFESSIONAL SHALLSTAMP THE DOCUMENT AND INCLUDE THENOTATION ALTERED $Y FOLLOWED $Y THEIRSIGNATURE THE DATE OF SUCH ALTERNATIONAND SPECIFIC DESCRIPTION OF THEALTERATION3/14/20232115TURNER/$ANTA RESIDENCE DAVID TURNER MARTHA $ANTA
SNUG HAR$OR LANE
3UEENS$URY NY DRAWINGSNOT FORCONSTRUCTIONDWG OFPREPARED FORDIG SAFE NOTE:THIS PLAN SET WAS DRAFTED WITHOUT THE $ENEFIT OF DIG SAFE MAR-INGS UTILITIESSHOWN ARE NOT WARRANTED TO $E EXACT OR COMPLETE THE CONTRACTOR SHALLCONTACT DIG SAFE AT 11 $EFORE COMMENCING ANY WOR- AND SHALL PRESERVEEXISTING UTILITIES WHICH ARE NOT SPECIFIED TO $E REMOVED IN THIS PLAN SETPROPERTIES WITHIN 500'PROPERTIES WITHIN 500'PROPERTIES WITHIN 500'
LAKE SUNNYSIDE
EXISTING RESIDENCE
FFE: 377.18
50' SHORELINE SETBACK36036136236336436536636736836937037137237336236036120' SIDE YARD SETBACK
20' SIDE YARD SETBA
C
K
30' FRONT YARD SETBACKCRUSHED STONE
PORCH
PLANTING
BED
CRUSHED STONE
EXISTING LANDING
CRUSHED STONE
CRUSHED STONE DRIVE
EXISTING WELL
EXISTING PROPANE TANKS
EXISTING STEPS
TO REMAIN
EXISTING SEA
WALL TO REMAIN
EXISTING RETAINING
WALLS TO REMAIN
EXISTING RETAINING
WALLS IN POOR CONDITION
PROPERTY LINE
LEGEND
MEAN HIGH WATER LINE
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
SAVE DATE: 11/10/2022 1:38 PMFILE NAME: Z:\Projects\2021 Projects\21158 - Turner Residence\DWG\03 SHEETS\21158_L-0.20_EXISTING CONDITIONS.dwgPLOTTED BY:HSAVIODESIGN BY:DRAWN BY:CHECKED BY:############EXISTING CONDITIONSL-0.20
on 24" x 36" sheet
north
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
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.
3/14/2023
21158TURNER/BANTA RESIDENCEDAVID TURNER & MARTHA BANTA9 SNUG HARBOR LANEQUEENSBURY, NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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.
GRAPHIC SCALE
2 4 804
1/4 inch = 1 foot
SILT SOXX
WALLS TO BE
DEMOLISHED
STAIRS TO BE
DEMOLISHED
STAIRS TO BE
DEMOLISHED
STAIRS TO
REMAINSEAWALL TO
REMAIN
RETAINING WALLS
TO REMAIN
DECK TO
REMAIN
CONCRETE
WASHOUT
TREE PROTECTION FENCE
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
COMPOST SOCK
EXISTING TREE TO REMAIN
MEAN HIGH WATER LINE
860
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
EXISTING SITE ELEMENT TO
BE DEMOLISHED/ REMOVED
TREE PROTECTION FENCE
SAVE DATE: 11/10/2022 1:37 PMFILE NAME: Z:\Projects\2021 Projects\21158 - Turner Residence\DWG\03 SHEETS\21158_L-0.30_DEMO, E&S CONTROL.dwgPLOTTED BY:HSAVIODESIGN BY:DRAWN BY:CHECKED BY:############DEMO PLAN, EROSION AND SEDIMENT CONTROLL-0.30
on 24" x 36" sheet
L-5.10
1
north
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
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.
3/14/2023
21158TURNER/BANTA RESIDENCEDAVID TURNER & MARTHA BANTA9 SNUG HARBOR LANEQUEENSBURY, NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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.
GRAPHIC SCALE
2 4 804
1/4 inch = 1 foot
L-5.10
2
L-5.10
3
LAKE SUNNYSIDE
EXISTING RESIDENCE
FFE: 377.18
50' SHORELINE SETBACK36036136236336436536636736836937037137237336236036120' SIDE YARD SETBACK
20' SIDE YARD SETBA
C
K
30' FRONT YARD SETBACKPROPOSED KAYAK RACK
BW: 361.50
TW: 370.00
+BS
362.40
+TS
370.00
+BS
370.00
BW:367.50
TW: 370.00
+TS
373.00
+BS
373.00
+BS
372.50
+BS
372.50
+TS
373.00
+TS
373.00
BW: 370.15
TW: 372.50
BW: 370.15
TW: 372.50
+TS
376.50
PROPOSED ON-GRADE
PATIO WITH
PERMEABLE PAVERS
PROPOSED
ON-GRADE DECK
FF: 373.00
PLANTING BED
PLANTING
BED
PLANTING
BED
PLANTING BED
EXISTING LANDING
+372.50
+372.50
+372.50
+TS
372.50
+BS
370.15
+362.40
5:7 SLOPE
PROPOSED RETAINING WALL RENOVATION
PROPOSED RETAINING WALL RENOVATION
PROPOSED RAILINGS
EXISTING
RAISED DECK
25.41'3.65'4.00'25.51'10.71'4.67'
9.69'25.51'36.55'24.70'20.76'7.05'9.22'14.02'1.67'4.00'2.33'5.00'REPLANTED
BED VEGETABLE
GARDEN
EXISTING PLANTING BED
WITH ADDED PLANTS
PROPERTY LINE
LEGEND
MEAN HIGH WATER LINE
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
PROPOSED SITE WALL
SAVE DATE: 3/14/2023 10:00 AMFILE NAME: Z:\Projects\2021 Projects\21158 - Turner Residence\DWG\03 SHEETS\21158_L-1.10_LAYOUT.dwgPLOTTED BY:HSAVIODESIGN BY:DRAWN BY:CHECKED BY:############LAYOUT AND MATERIALS PLANL-1.10on 24" x 36" sheet
north
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
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.
3/14/2023
21158TURNER/BANTA RESIDENCEDAVID TURNER & MARTHA BANTA9 SNUG HARBOR LANEQUEENSBURY, NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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.
GRAPHIC SCALE
2 4 804
1/4 inch = 1 foot
L-5.10
4
L-5.10
4
L-5.10
5
LAKE SUNNYSIDE
EXISTING RESIDENCE
FFE: 377.18
50' SHORELINE SETBACK36036136236336436536636736836937037137237336236036120' LANDSCAPE BUFFER SETBACK20' SIDE YARD SETBACK
20' SIDE YARD SETBA
C
K
30' FRONT YARD SETBACK(3) RA
VEGETABLE GARDEN
(3) AF
(1) PO
(3) DE
(3) SO
(6) DE
(3) LS
(3) BG
(3) AU
(3) AF
(3) SO
(3) SA
(3) PO
(3) AU
(3) PO
(6) SO
(3) SA
(6) AU
(5) LS
(5) DE
(6) AU
(11) BG
(6) LS
(1) SA
(3) AF
(3) AU
(6) LS
(3) BG
(3) AD
(2) AD
(9) LS
(3) LSV
(6) BG
(10) DE
(3) SA (3) AF
EXISTING PERENNIALS TO REMAIN
PROPERTY LINE
LEGEND
EXISTING TREE TO REMAIN
MEAN HIGH WATER LINE
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
PROPOSED SHRUBS/ GROUNDCOVER
PLANTING SCHEDULE
KEY QTY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
SHRUBS
PO 7 PHYSOCARPUS OPULIFOLIUS NINEBARK 3 GAL.48" O.C.
RA 3 RHUS AROMATICA FRAGRANT SUMAC 1 GAL.48" O.C.
SA 11 SPIREA ALBA MEADOWSWEET 3 GAL.36" O.C.
PERENNIALS / GRASSES / SEDGES
AD 5 ARUNCUS DIOICUS GOAT'S BEARD 3 GAL.36" O.C.
AF 12 ATHYRIUM FELIX-FEMINA LADY FERN 1 GAL.24" O.C.
AU 20 ARCTOSTAPHYLOS UVA-URSI BEARBERRY 1 GAL.12-18" O.C.
BG 23 BOUTELOUA GRACILIS BLUE GRAMA GRASS 1 GAL.18-24" O.C.
DE 24 DICENTRA EXIMIA WILD BLEEDING HEART 1 GAL.12-18" O.C.
LS 29 LIATRIS SPICATA BLAZING STAR 1 GAL.12-18" O.C.
SO 12 SYMPHYOTRICHUM OBLONGIFOLIUM AROMATIC ASTER 1 GAL.24-36" O.C.
VINES
LSV 3 LONICERA SEMPERVIRENS TRUMPET HONEYSUCKLE 1 GAL.WITH TRELLISING
SUPPORT
SAVE DATE: 11/11/2022 9:43 AMFILE NAME: Z:\Projects\2021 Projects\21158 - Turner Residence\DWG\03 SHEETS\21158_L-4.10_PLANTING.dwgPLOTTED BY:HSAVIODESIGN BY:DRAWN BY:CHECKED BY:############PLANTING PLANL-4.10
on 24" x 36" sheet
north
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
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.
3/14/2023
21158TURNER/BANTA RESIDENCEDAVID TURNER & MARTHA BANTA9 SNUG HARBOR LANEQUEENSBURY, NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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.
GRAPHIC SCALE
2 4 804
1/4 inch = 1 foot
PERENNIALS - SEE SHEET PLAN FOR TYPE
AND LOCATION OF PLANTING
2" SHREDDED HARDWOOD BARK MULCH
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.
6"
MIN.6"4"MULCH BED - PLACE 3" SHREDDED
HARDWOOD BARK MULCH 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 BALLED & BURLAPPED (B&B) DETAIL
SCALE: N.T.S.
DIG HOLE 2X DIAMETER OF B7B
ROOT BALL OR CONTAINER
PLANTING NOTES:
1.ALL PLANT BEDS TO BE MULCHED WITH 4" DEEP BROWN HARDWOOD MULCH, 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.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.
QUEENSBURY SHORELINE BUFFER REQUIREMENTS
REQUIRED REQUIRED (TOTAL)PROPOSED RESIDENCE
MIN. WIDTH 20'1824.4 SQ. FT.1824 SQ. FT.
TREES 1 PER 700 S.F.2.61 0
SHRUBS 7 (24") NATIVE
SHRUBS PER 350 S.F.36.49 17
HERBACEOUS PLANTS 14 PER 350 S.F.72.98 54
EVERGREEN : DECIDUOUS
MATERIAL RATIO 1:3 MIN.37:112 20:71
ADDITIONAL CONSIDERATIONS ADDRESSED BY STUDIO A PLANTING PLAN:
1.ALL PROPOSED PLANT MATERIALS WITHIN THE 20' SHORELINE SETBACK ARE NATIVE OR
ARE FROM THE RECOMMENDED PLANT LIST PRODUCED BY THE TOWN OF QUEENSBURY.
SAVE DATE: 3/13/2023 10:24 AMFILE NAME: Z:\Projects\2021 Projects\21158 - Turner Residence\DWG\03 SHEETS\21158_L-5.10_DETAILS.dwgPLOTTED BY:HSAVIODESIGN BY:DRAWN BY:CHECKED BY:############DETAILSL-5.10DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
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.
3/14/2023
21158TURNER/BANTA RESIDENCEDAVID TURNER & MARTHA BANTA9 SNUG HARBOR LANEQUEENSBURY, NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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.12"MIN.UNDISTURBED AREADISTURBED AREA
BLOWN/PLACED FILTER MEDIA.
COMPOST FILTER SOCK.
2"x2" WOODEN STAKES PLACED 10" O.C.
@ 45° ANGLE
SECTION VIEW
DISTURBED
AREAFLOW F
L
OW 182184186UNDISTURBED
AREA
PLAN VIEW 8"EXISTING CONTOURS.
2"x2" WOODEN STAKES
PLACES 10" O.C. @ 45°
ANGLE
COMPOST FILTER SOCK.
1 SILT SOXX DETAIL
SCALE: N.T.S.
STAKES PER BALE
(2) 2"x2"x4'
ANCHOR BALES WITH
BALES TO BUTT
10' MIN.
POLYETHYLENE
SHEETING
BINDING WIRE
STRAW BALE (TYPICAL)
WOOD STAKE (TYPICAL)
10 MIL
30"±
6" MIN DEPTH
AGGREGATE
6" MIN IMBEDMENT
(TYPICAL)
EXISTING GRADE
18"±
12" MAX
AGGREGATE
TRUCKS
ALL CONCRETE
WASHOUT HERE
SHALL
18"
12"BLACK LETTERS
ON WHITE
BACKGROUND
GALVANIZED "U"
7'-0" TO
BOTTOM OF SIGN
3'-0" MIN
SOIL
EMBEDMENT
FINISH GRADE
SIGN SHALL BE PLACED
IN A PROMINENT LOCATION
AT WASHOUT AREA
CHANNEL POST
TYPICAL SECTION
PLAN WASHOUT SIGN
ALL AROUND
12" MIN
POLYETHYLENE
SHEETING
10 MIL
SEASONAL HIGH
GROUNDWATER TABLE
10' MIN.
2 CONCRETE WASHOUT AREA DETAIL
SCALE: N.T.S.
CAPACITY:
THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO ALLOW FOR
EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7 GALLONS PER CHUTE
AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. THE MINIMUM SIZE SHALL
BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, THE SIDE SLOPES SHALL BE 2
HORIZONTAL TO 1 VERTICAL.
LOCATION:
LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS,
STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE EXCEPT FOR
THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN TO THE STRUCTURE.
SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED.
LINER:
ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER SHALL BE
PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 mils WITH NO HOLES OR TEAR, AND ANCHORED BEYOND THE TOP
OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE CONCRETE
WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL BE SITED AS NOTED IN
THE LOCATION CRITERIA.
MAINTENANCE:
·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING
FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY. EXCESS RAINWATER THAT
HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH
AS GRASS FILTER STRIP.
·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF
THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT
VESSEL AND PROPERLY DISPOSED OF OFF SITE.
·DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL.
ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF
THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR
BURIED AND COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS
PERMANENTLY STABILIZED TO PREVENT EROSION.
·THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.
·INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE
TAKING PLACE IN NON-DESIGNATED AREAS.
3"Ø X 5' STAKES,
4 PER TREE, TYP.
WRAP ORANGE
CONSTRUCTION
FENCE AROUND
STAKES, TYP.
3 TREE PROTECTION DETAIL
SCALE: N.T.S.
DRIPLINE
ORANGE PROTECTION FENCE AT
DRIPLINE OR AS SHOWN ON
PLANS, WHICHEVER IS GREATER
WATERPROOF PERMANENT
SIGN READING "TREE
PROTECTION AREA"
BOTTOM OF TREE PROTECTION
FENCE TO BE AT OR SLIGHTLY
ABOVE GROUND LEVEL, RATHER
THAN EMBEDDED
NOTES:
1.NO SOIL PLACEMENT OVER EXISTING TREE AND SHRUB ROOTS. NO SOIL SHOULD BE ADDED WITHIN PROTECTED AREAS UNLESS ADDED TO ACHIEVE PROPOSED GRADES.
2.NO TRENCHING IN PROTECTED AREAS. TRENCHING ACROSS THE ROOT SYSTEMS SHOULD START NO CLOSER THAN THE DRIPLINE OF THE TREE. TUNNEL UNDER ROOT SYSTEMS FOR
UNDERGROUND UTILITIES SHOULD START 18 INCHES OR DEEPER BELOW THE NORMAL GROUND SURFACE. TREE ROOTS WHICH MUST BE SEVERED SHOULD BE CUT CLEAN. BACKFILL
MATERIAL THAT WILL BE IN CONTACT WITH THE ROOTS SHOULD BE TOPSOIL OR A PREPARED PLANTING SOIL MIXTURE.
3.CONSTRUCT STURDY FENCES, OR BARRIERS, OF WOOD, STEEL, OR OTHER PROTECTIVE MATERIAL AROUND VALUABLE VEGETATION FOR PROTECTION FROM CONSTRUCTION
EQUIPMENT.
4.PREVENT TALL EQUIPMENT, SUCH AS BACKHOES AND DUMP TRUCKS, FROM CONTACTING TREE BRANCHES.
5.SEE X-XXX FOR TREE PROTECTION LOCATIONS.
PLAN VIEWELEVATION VIEW
4 REDI-ROCK WALL CROSS SECTION, TYP.
SCALE: N.T.S.
#2 CRUSHED STONE LEVELING PAD
MIN 1'-0" THICK. WRAPPED IN
GEOTEXTILE FABRIC
4"Ø SCH. 40 PERFORATED PVC WALL DRAIN
SLOPE TO DAYLIGHT @ MIN 14"/FT., TYP.
#2 CRUSHED STONE DRAIN. MIN. 1'-0" THICK.
WRAPPED IN GEOTEXTILE FABRIC. DRAIN SHALL
NOT BE INSTALLED ON WALL DOWNSLOPE AND
PARALLEL TO WASTEWATER ABSORPTION FIELD,
SEE DETAIL 3, DWG L-4.20
FILL WEDGE BETWEEN ADJACENT BLOCKS
WITH DRAINSTONE (ALL BLOCKS)
FILL VERTICAL CORE SLOT WITH
DRAINSTONE (PC BLOCKS)
SOLID BOTTOM BLOCK
BLOCK WIDTHS VARY WITH DESIGN
MIDDLE BLOCK (TYPICAL)
BLOCK WIDTHS VARY WITH DESIGN
TOP BLOCK
VARIES, SEE PLANS
MOVE BLOCKS FORWARD DURING INSTALLATION
TO ENGAGE SHEAR KNOBS (TYPICAL)
GRADE TO DRAIN SURFACE
WATER AWAY FROM WALL
RETAINED SOIL
MIN. 1'-0"
SETBACK = 1 5 8" (41 MM)
(5° BATTER ANGLE ON WALL)
SLOPE "S"
2" BEDDING COURSE; 1/2" - 3/8"
WASHED FRACTURED OPEN
GRADED STONE #89 AGGREGATE
PERMEABLE PAVER
JOINT FILLING MATERIAL; #89
AGGREGATE WASHED FRACTURED
AND OPENGRADED
4" BASE COURSE; 3/4" WASHED
FRACTURED OPEN GRADED
STONE #57 AGGREGATE
12" SUBBASE COURSE; 1-1/2" - 3"
CLEAN FRACTURED OPEN
GRADED STONE #2 AGGREGATE
WOVEN GEOTEXTILE FABRIC
SUBGRADE
EDGE MATERIAL; SEE L-1.10
5 PERMEABLE PAVER INSTALLATION DETAIL
SCALE: N.T.S.