HomeMy WebLinkAbout20180204 18.017 32Hydeand9BirchSt_Subdivision PlanLocation map
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Ash Street
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Vicinity Map
Map Legend
• 5/8" steel rod set with a tag
o marker found, labeled
0 utility pole
- overhead wires
- - -�-i- wood fence
Map Reference:
"Subdivision of Lands of Nadine D. Attanasio" dated
February 14, 1986 prepared by Robert McFarlane filed in
the Saratoga County Clerk's Office as Map Number A-65.
Deed Reference:
ANW Holdings, Inc.
Inst. #2017021386
Total Area = 18,762 s.f. or 0.431 ac.
Owner/Applicant:
Kimberly R. Southern and Michael P. Southern
4 Wyman Lane
Hopkinton, MA 01748
• AMENDED TOPSOIL MIXTURE SHALL
BE IN THE FOLLOWING RATIOS BY VOLUME
20 PARTS TOPSOIL
4 PARTS PEAT MOSS
2 PARTS PEAT HUMUS
1 PART FERTILIZER (10-6-4)
WRAP: WATERPROOF TREE WRAP
APPLY IN 4' WIDE STRIPS
MULCH 3" MIN.
SAUCER
FINISHED GRADE
AMENDED TOPSOIL
MIXTURE'"
NOTES:
MAJOR TREES (STREET AND SHADE) SHALL BE
3' MIN. D.B.H. (DIAMETER AT BREAST HEIGHT)
MINOR TREES (SMALL ORNAMENTALS) SHALL BE
2" MIN. D.B.H.
SEE SUBDIVISION CONSTRUCTION REGULATIONS
FOR RECOMMENDED STREET TREE SPECIES.
ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE
FOLLOWING INFORMATION, TO BE APPROVED BY THE
CITY OF SARATOGA SPRINGS:
BOTANICAL NAME HEIGHT OR TRUNK DIA.
COMMON NAME SPACING
TOTAL QUANTITY
HOSE
WIRE No. 10 GAUGE
STAKES 2'-2 1/2' DIA. OR SO. 8' LONG
USE 3 STAKES FOR OVER 2" CAL
2 STAKES- 2" CAL & UNDER
UNDISTURBED SUBGRADE
1 12 1 PIT= BALL DIA. + 24"
TREE PLANTING DETAIL
N.T.S.
APPROVED:
1/13/2010
PLANNING HOARD DATE
CITY OF SARATOGA SPRINGS, NEW YORK
STANDARD DETAIL Tree Planting
DWG No
L-1
NOTES:
EXPANSION JOINT SPACING -
20'-25' O.C.
CONTROL JOINT SPACING -
5' 0.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
THE WALK SHOULD NOT EXCEED 1:12
CONSTRUCTION JOINT DETAILS TO BE
SUBMITTED AND APPROVED BY
CITY ENGINEER
SIDEWALK WIDTH TO BE 5' MIN. OR
AS ORDERED BY CITY ENGINEER
TYPE 1
- TYPICAL PEDESTRIAN
BROOM FINISH PERPENDICULAR TO WALK
4' CONCRETE - SEE CONCRETE
SPECIFICATIONS - DWG. S5-7
6" X 6" NO. 6/6 WOVEN WIRE MESH
EXCEPT A.O.B.E.
6" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304, TYPE 2
COMPACTED TO 95% STANDARD PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
TRAFFIC LOADING
BROOM FINISH PERPENDICULAR TO WALK
6" CONCRETE - SEE CONCRETE
SPECIFICATIONS - DWG. SS -7
6" X 6" NO. 6/6 WOVEN WIRE MESH
8" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304, TYPE 2
COMPACTED TO 95% STANDARD PROCTOR
SUBCRADE COMPACTED TO
90% STANDARD PROCTOR
TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY UNE.
2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBUC STREETS OR ALLEYS
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS.
2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER.
3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
APPROVED:
1/13/2010
PLANNING BOARD DATE
CITY OF SARATOGA SPRINGS, NEW YORK
STANDARD DETAIL Concrete Walk
DWG No
SS -8
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. All refuse, debris and miscellaneous items to be removed
shall be legally disposed of off-site by the Contractor to a
location approved by the City Engineer.
4. The Contractor must set up a pre -construction meeting with
the City Engineer prior to any construction. Construction
inspections by a designated representative are required of the
Applicant. The cost of the construction inspection is the
responsibility of the Applicant/Developer.
5. The Contractor must obtain a blasting permit from the
Building Inspector if any blasting is required.
6. The Contractor must obtain a street opening permit issued by
the Department of Public Works for any work in the street or
right of way of any City street or road or alley.
7. All points of construction ingress or egress shall be
maintained to prevent tracking or flowing of sediment or
debris onto a public road.
8. No Certificate of Occupancy will be issued until all site work
has been completed in accordance with the approved plans
and an as -built drawing has been prepared in accordance
with the requirements of the City Engineer.
9. The Applicant must verify that the proposed project can
accommodate the turning movements of any fire truck that
the fire department do designates.
Survey Notes:
1. The location of underground utilities shown on this
plan are for information only. The owner or contractor
shall contract U.F.P.O. (1-800-962-7962) and the
proper local authorities or respective utility company
having jurisdiction to confirm the location of all
existing utilities before commencing work. Any costs
incurred by the owner or contractor due to the failure
to contact the proper authorities shall become the
responsibility of the owner or contractor.
2. No concrete washout dumping is allowed on-site.
UR -2 AREA REQUIREMENTS
HOUSE
APPROX.
LOCATION
Caroline M.
Hommel
SA
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SAN.MH.
RIM=311.97
INV(N)=308.37
INV(S)=308.42
HOUSE
APPROX.
LOCATION
Aldo C. vacs
Kimberly A.-1
Blystone
APPROX.
LOCATION
SAN.MH.
RIM=317.56
INV(N)=312.26
INV(S)=312.31
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Street
A
SA
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ARBOR ROW
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HOUSE
APPROX.
LOCATION
POOL
APPROX.
LOCATOIN
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S80'27'50"E
76.67'
Lot 1
6,761 sf.
0.155 ac.
i
25'
tot qs\tic
72'42'58"E
n' 4.3»
"1 _- N80'32' 10 1N
SN I^ 72.77
5'
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Lot 2
6,600 sf.
0.152 ac.
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N08'58'20 E
58.52' 10.00'
25'
Mark and
Susan Finkin
Bk1185 P46
0 5/8"IR.
1
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1
1
1
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1
1
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1
1
HOUSE
APPROX.
LOCATION
Bruce A. Petroski
Inst. #2010028596
5/8'IR.
0
HOUSE
APPROX. LOCATION
Eden Compton
Inst. #2013029591
I
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I---- 25'
58f0'�32'10"'E
-r 4.23'
1/21R.
on --
CB
RIM=310.64
INV=307.83
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SA
0
SAN.MH.
RIM=311.44
INV(S)=312.00
SA
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CB
RIM=310.86
INV N.=307.35
INV S.=307.40
582'04'30"E r/21
0
--51.65'
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Lot 3
6,601 sf.
0.152 ac.
OLD LOT UNE
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9148' __ ___
N80'32'10"W 150.00' NEW LOT LINE
Living Resources Corp.
Bk130 P416
PARCEL CONVEYED FROM
LIVING RESOURCES CORP.
1,200 S.F. or 0.028 AC.
SUBDMSION PLAN
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Louis Altieri
Willow
Lane
SAN.MH.
RIM=31 .20
INV(N)= 9.64
Approved under authority of a resolution
adopted by the Planning
Board of the City of Saratoga Springs.
Chairperson
Date Signed
P:\Witt Const, 32 Hyde St S17-143B\dwg\S17-143B Witt Const 32 Hyde St Subdivision.dwg
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Maximum Percent
of Lot to be
Occupied
Minimum
Yard Dimensions
Principal
Buildings
Accessory Building
Minimum Distance to
Zoning
District
Minimum
Lot size
Moon
width
(feet)
Principal
Building
Accessory
Building
Front
(feet)
Rear
(feet)
One
Side
(feet)
Total
Side
(feet)
Minimum
First Floor
(squaare feet)
Maximum
Height
(feet)
Principal
Building
(feet)
Front
Lot Une
(feet)
Side
Lot
tele
(feet)
Rear
Lot
Une
(feet)
Minimum
Percent of
UA to be
Permeable
UR -2
8,600 SF
60
30
10
10
25
8
20
1 Story -900
2 Stay=700
60
5
10
5
5
25
SUBDMSION PLAN
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APPF
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Louis Altieri
Willow
Lane
SAN.MH.
RIM=31 .20
INV(N)= 9.64
Approved under authority of a resolution
adopted by the Planning
Board of the City of Saratoga Springs.
Chairperson
Date Signed
P:\Witt Const, 32 Hyde St S17-143B\dwg\S17-143B Witt Const 32 Hyde St Subdivision.dwg
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SHEET 1 OF
10/25/17
SUED. REVISED
DATE
DESCRIPTION
REVISIONS
DATE: Oct. 5, 2017
JOB NO.: S17-1438.24
DRAWN BY: DES
CHKD.BY: WMT
TAX MAP:
165.73-2-41.11
SCALE: 1" = 20'
10- 0 10 20
_ -
S 1
S17-1438.24
SHEET 1 OF