Survey MapIron Pipe Found (2019)
Angle Iron Found (2019)Angle Iron Found (2019)
Iron Rod Found
N60°40'E, 1.3' From
Corner (2019)53.87Paint Dot On
Boulder (2019)
Capped Iron
Rod Found (2020)Capped Iron
Rod Set (2019)
N
MAP REF. 1Multi-Story
Wood Frame
Residence
Capped Iron
Rod Found
Southwest Corner Of
Stone/Masonry
Retaining Wall
Adjoiner's Dock
Dock
Adjoiner's
Residence
Adjoiner's
Residence
Garage
Asphalt ASSEMBLY POINT ROADDock
Dock
Adjoiner's Doc
k
AsphaltSurface
Shed
Shed
Garage
Car-Port
Capped Iron
Rod Found
(Held)
Iron Pipe
Found
(On Line)
320.2= High water elevation per
Lake George Park Commission
Regulation 645-2.1(ak)
N77° 08' 43"W
207.27'S07° 51' 06"W91.09'S07° 06' 16"W
8.91'
Iron Rod Found (2019)
Capped Iron
Rod Found
(On Line)
Shoreline At
Time Of Survey
Deck Over
Boat Slip
Ramp
Threshold Elevatio
n
= 335.00'
Capped Iron
Rod Found
(On Line)
Iron Rod
Found
(On Line)
Drill Hole
In Concrete Curb
Capped Iron
Rod Found
(Held)
Slate
Patio
Gravel
N19° 27' 59"E
100.69'
S77° 01' 04"E
186.84'
Propane
Benchmark
Dock Spike In U. Pole
Elev. = 342.20'
Tie Line
Concrete
Garage
104.5'± Along Mean High Water
Garden
Slate
Steps
Roof
Stone/Masonry
Retaining Wall
20' Side Setback
20' Side Setback
50' Shoreline
Setback
Patio
1.5'±
Shed
Concrete
10.8'
48.8'
Ramp
55.9'
101.9'
1.2'
0.8'6.6'
LAKE
GEORGE
5.3'325'330'335'340'330'340'Capped Iron
Rod Found
0.75' North
Of Corner
5.9'
PROPERTY LINE
ADJOINERS PROPERTY LINE
OVERHEAD WIRE
UTILITY POLE
LEGEND
NON-MONUMENTED CORNER
Drain
Inv=333.75'
Stone/Masonry
Retaining Wall
Trellis
ELECTRICAL METER/ENTRANCE
SANITARY CLEAN OUT
DECORATIVE METAL FENCE
FLAGPOLE
SPLIT RAIL/WIRE MESH FENCE
53.8744.4950.00Propane
Concrete
Shed
Iron Rod Found (2019)
Deck
7'±
7.2'
6.0'
Deck
Stone
Ret. Wall
PLANTER BEDS
AREA
0.46± acres
Limits Of
Development
Per Map
Reference 5
Limits Of
Septic Field
Per Map
Reference 5
Map References 1 & 2
Map Reference 3 30' Front Setback (Per Town Zoning)Limits Of Development
Per Map Ref. 5
Location Of Pump Tank
& Septic Tank
Per Map Reference 5
"ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED
SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S
ORIGINAL WORK AND OPINION."
UNAUTHORIZED ALTERATION OR
ADDITION TO THIS DOCUMENT IS A
VIOLATION OF SECTION 7209
SUBDIVISION 2 OF THE NEW YORK
STATE EDUCATION LAW.
SCALE :
PROJ. NO:
CHECKED:
DRAFTED:
DATE :
APPROVED:
Darrah Land Surveying, PLLC
59 Lake Avenue, Lake Luzerne, New York 12846
Voice: (518) 798-4692
or (518) 654-9416
SHEET:
PROJ NO:
Map of a Boundary and Topographic Survey
Lands Now or Formerly of
Michael & Mary Jane Bernholtz
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK
24097-1
1 OF 1
24097
FOR PRELIMINARY REVIEW
KMD
DPM
KMD
24097
1"=20'
05/06/2024
DEED REFERENCE:
1.Conveyance to Michael & Mary Jane Bernholtz by deed dated November 20, 2009, filed in the Warren County Clerks Office on November 24, 2009 in
Book 3911 of Deeds at page 195.
MAP REFERENCES:
1.Map entitled "Map of a Survey for William Bosy", prepared by D.L. Dickinson Associates, dated May 8, 2019, not filed. Darrah Land Surveying, PLLC
owns the records of D.L. Dickinson Associates.
2. Map entitled "Map of a Final Survey, Lands Now or Formerly of Kathleen S. & William F. Bosy, Jr", prepared by Darrah Land Surveying, PLLC,
dated February 20, 2024, not filed.
3. Map of a Survey made for David Hartman", prepared by Van Dusen & Steves Land Surveyors, dated February 28, 2013, filed in the Warren
County Clerks Office on May 31, 2013 as map number C/317.
4. Map entitled "Map of a survey of lands proposed to be conveyed to Michael and Mary Jane Bernholz", prepared by Charles T. Nacy, dated November
16, 2009, not filed. Provided by client.
5. Map entitled "Proposed Replacement Wastewater System For 55 Assembly Point Road-As-Built Wastewater System", prepared by Environmental Design
Partnership, LLP, dated June 25, 2010. On file with the Town of Queensbury.
MAP NOTES
1.Boundary information shown hereon was compiled from deeds and maps referenced and an actual field survey conducted on April 08, 2024.
2.North orientation and bearing base per map reference 1.
3.Warren County tax parcel 239.12-2-17.
4.The location of underground improvements or encroachments, if any exist, or as shown hereon, are not certified. There may be other underground
utilities, the existence of which are unknown. Size and location of all underground utilities must be verified by the appropriate authorities. The
Underground Facilities Protective Organization must be notified prior to conducting test borings, excavation and construction.
5.This survey was prepared without the benefit of an up to date abstract of title.
6.Elevations relative to the National Geodetic Vertical Datum of 1929.
7.Elevation units are U.S. survey feet. Contour interval is 1 foot.
8.Reproduction or copying of this document may be a violation of copyright law unless permission of the author and / or copyright holder is obtained.
9.A copy of this document without a proper application of the surveyor's embossed seal should be assumed to be an unauthorized copy.
10.Property corner monuments were not placed as a part of this survey unless otherwise noted.
ZONING REQUIREMENTS:
Zoned...................................WR - Waterfront Residential
Lot Size................................2 acres
Minimum Lot Width.........150'
Minimum Setbacks
Front..............................30'
Side................................20' min
Shoreline.......................50'
Maximum Building Height = 28' (Accessory = 16')
Percent Permeable: 75%
Floor Area Ratio: 22%
(Zoning data is shown for informational purpose only. It is the
responsibility of the Owner/Builder to verify all zoning
requirement and setbacks)
Feet
0 20 40
Scale: 1" = 20'
Location Map
Not To Scale
SITE
N:\Project Files\2024\24097 Bernholz\DWG\24097-1.dwg, 5/8/2024 1:08:48 PM, DWG To PDF.pc3