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Lands of
Josiah D. Jenks
and
Beverly Bisnett-Jenks
Inst. #2014032676
see map ref. #2
RELOCATED
ELECT. METERS
321.09
Wall
Metal Fence Post
-319
3
Drywell J
Rim=320.00
NEW INV. -316.0
DUPLEX
TA. (476 GAL.)
LOCATE
1
RELOCATED
GAS METER
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Metal Fence Post -
14"MP
p
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S8 7'23'W
3"Crabapple
114.16'
PROP.4" V /
Water Valve
r Traffic Signal
4" DIP WATER
TC:317.94
BC317.41
YS Route 50)
IC:317.46
BC:316.96
X 318.61
1
HIGHWAY TAKING TO THE
CITY OF SARATOGA SPRINGS INST. #2014029314 /
`er
CB
PROP.14"X4"TS&V
COORDINATE INSTALLATION =316.9494
WITH NYS DOT -\
SITE PLAN
SCALE: 1" = 20'
10 0 10 20
PLANTING SCHEDULE
COMMON NAME
BOTANICAL NAME
QUAN.
SIZE
COMMENTS
LABEL
RHODODENDRON 'PJM'
P.J.M. RHODODENDRON
4
GALLON
CONTAINER
RD
SOUTHERN ARROWWOOD
VIBURNUM DENTATUM
G
GALLON
CONTAINER
SA
GREEN GIANT ARBORVITAE
THUJA 'GREEN GIANT
8
GALLON
CONTAINER- 5' O.C.
GG
SHRUBBY CINQUEFOIL
POTENTILLA FURTICOSA
I I
GALLON
CONTAIBNER
SC
LANDSCAPING NOTES:
1. ALL PERMANENT LAWN AREAS SHALL RECIEVE SEED MIXTURE AT A RATE OF 3.5 LBS PER 1,000 S.F., OR SOD.
THE SEED MIXTURE SHALL CONSIST OF A BLEND OF 65% FINE FESCUE, 15% PERRENIAL RYE & 20% KENTUCKY
BLUEGRASS BLEND. CONTRACTOR TO CONSULT WITH A LOCAL NURSERY PRIOR TO APPLYING SEED
MDC URE FOR WATERING AND MAINTENANCE REQUIREMENTS.
2. ALL GRASSED AND LANDSCAPED AREAS SHALL BE REGULARLY MAINTAINED.
LAYOUT NOTES:
1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM
WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED.
2. ALL LINES AND GRADES ON DRAWINGS SHALL BE LAID OUT BY A NEW YORK STATE
LICENSED SURVEYOR ENGAGED BY THE CONTRACTOR. ALL STAKED LAYOUTS OF
PAVEMENTS AND SITE IMPROVEMENTS SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
3. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE ON
AND WITHIN LIMITS OF WORK AS SHOWN ON THESE PLANS ORAS APPROVED BY THE
OWNER'S REPRESENTATIVE.
4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO OWNERS
REPRESENTATIVE PRIOR TO STARTING WORK.
5. AT ALL LOCATIONS WHERE EXISTING BITUMINOUS CONCRETE ROADWAY ABUTS
NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO
A CLEAN, SMOOTH EDGE. PROVIDE PAVEMENT KEY AS DETAILED. TACK COAT
EXPOSED EDGES OF EXISTING BITUMINOUS CONCRETE PRIOR TO PLACEMENT OF NEW
BITUMINOUS CONCRETE PAVEMENT.
6. BITUMINOUS PAVEMENT SHALL NOT BE LAID WHEN GROUND TEMPERATURE IS LESS
THAN 40° F. AND AIR TEMPERATURE IS LESS THAN 50° F.
7. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND
APPROPRIATE MUNICIPAL OFFICIALS PRIOR TO CONSTRUCTION.
8. ALL EXISTING UTILITIES SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING THE VERTICAL AND HORIZONTAL POSITION OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
GENERAL NOTES:
1. BOUNDARY TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM A PLAN ENTITLED "SMAP
OF LANDS OF JAMES B. DORSEY, JR. SITUATE AT 15 BALLSTON AVENUE, CITY OF SARATOGA
SPRINGS, SARATOGA COUNTY, NY" PREPARED BY THOMPSON FLEMING LAND SURVEYORS,
P.C., DATED JANUARY 17, 2017.
2. THE ELECTRONIC PLAN WAS PROVIDED BY THOMPSON FLEMING LAND SURVEYORS, P.C. IN
ELECTRONIC FORMAT AND WAS MODIFIED BY PARAGON CIVIL ENGINEERING, P.C. FOR
PLOTTING PURPOSES ONLY. THE LAYER NAMES AND LINE COLORS CHANGED TO MEET THE
REQUIREMENTS OF PARAGON CIVIL ENGINEERING, P.C. NO DATA WAS ALTERED IN ANY
WAY.
PROPERTY INFORMATION EXISTING:
Lot Area = 22,980 S.F. or 0.528 Ac.
Zoning = Transect -5 Neighborhood Center (T-5)
Special Use Permit & Site Plan Approval Required
REQUIRED SETBACKS:
Front =0'-12'
Side = 0'
Rear = 0'
Min. Frontage Build -Out = 70% (Variance Granted)
Max. Building lit. = 2 Story Min., 50' Max. Lit.
Exist. Coverage:
Buildings (Pre 1990) = 0 of
Paving (Pre 1990) = 0 sf
PROPERTY INFORMATION PROPOSED:
Lot Area = 22,980 S.F. or 0.528 Ac.
Building Area = 6,190 s.£ or 26.9%°
Pavement/Walks/Decks = 9,651 s.£ or 42.0%
Green Space= 7,139 s.£ or 31.1%
SETBACKS:
Front = 4.0'
Side = 3.7' (R); 56.8' (L)
Rear = 5.8'
Building Height
2 -Story (35' Max.)
Utilities:
Public Water & Sewer (Grinder Pump)
SOIL TEST PITS:
PERCOLATION TESTING PERFORMED IN AREA OF DRYWLLS ON APRIL 22, 1990
AS REPORTED ON SITE PLAN PROVIDED BY OWNER.
PERCOLATION TESTING AT 10'-0" DEPTH: RATE OF 1" IN 1.0 MIN.
SITE PLAN
-SEY
YE
15 BALLSTON AVE
USE
DATE
REVISION
NO.
CLARK R. WILKINSON
NYS P.E. NO. 080299
PARAGON CIVIL
ENGINEERING, P.C.
1 PINION PINE LANE
QUEENSBURY, NY 12804
(518)745-1018
paragonengineminaroadrunner.com
SCALE:
I"=20'
CITY OF SARATOGA SPRINGS
SARATOGA COUNTY, NEW YORK
MARCH 12, 2018
PROJECT NO.
18-032.5P-02
SHEET 2 OF 3