HomeMy WebLinkAbout20260067 16 Marion / Ave A Subdivision Extension Plans As-Approved 08.11.2026ZONING INFORMATION:
ZONING DISTRICT: UR-2
MINIMUM LOT SIZE: 6,600 SQ.
FT.
MINIMUM LOT WIDTH: 60 FT.
MAXIMUM BUILDING COVERAGE:
40%
MAXIMUM IMPERVIOUS SURFACE
COVERAGE: 70%
MAXIMUM BUILDING HEIGHT: 40
FT.
MAXIMUM FIRST FLOOR ELEVATION
WHEN
PRINCIPAL BUILDING WITHIN 20'
OF SIDE
LOT LINES
4 FT.
MINIMUM SETBACKS:
FRONT: 10 FT.
ONE SIDE: 8 FT.
TOTAL SIDE: 20 FT.
MIN. CORNER SIDE: 10 FT.
REAR: 25 FT.
AVENUE WIDTHGOF PAVEMENT 5022f FT. O�RHEpO BTU /
A
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POLE
MAP REFERENCE:
1.) MAP ENTITLED "MAP OF MAPLEDALE PROPERTY OF WM. H. GAILOR",
DATED 1903, MADE BY J.S. MOTT & SON AND FILED IN THE SARATOGA
COUNTY CLERK'S OFFICE ON CARD 2 IN POCKET 4, FOLDER 2.
2.) HIGHWAY APPROPRIATION MAP FOR THE NORTH -SOUTH ARTERIAL
HIGHWAY, DATED SEPT. 7, 1966, BEING MAP NO. 86, PARCEL 103 AND
104 AND FILED WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.
DEED REFERENCE:
1.) DEED DATED OCTOBER 11, 2000 FROM PHOEBE T. GROFF, EXECUTRIX OF
THE LAST WILL AND TESTAMENT OF HOWARD H. GROFF, SR. TO ALLEN P.
TANNER AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE
IN BOOK 1564 OF DEEDS AT PAGE 267.
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SITE
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N.Y.S. ROUTE 50 N. y.
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SITE LOCATION MAP
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NOTES:
1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
OR A TITLE REPORT.
2.) UNLESS OTHERWISE NOTED OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES.
3.) THE CROSSHATCHED AREA REPRESENTS A PERMANENT 10 FT. WIDE EASEMENT
FOR THE PURPOSE OF CONSTRUCTING SLOPES AND APPURTENANCES FOR THE
HIGHWAY AS SHOWN ON, AND DESCRIBED IN, MAP, REF. NO. 2.
UTILITY 4.) UTILITY LOCATION TO BE VERIFIED.
POLE
DANIEL C. WHEELER
P.L.S. LIC. NO. 50,137
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED—B*-THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
APP ED DER AUTHORITY OF A RESOLUTION ADOPTED 3
TH PL OARD OF THE CITY OF SARATOGA SPRINGS.
— CHAIRPERSON
DATE SIGNED I ��
Y DANIEL C. WHEELER, LS
u_l_sb%_1_Lz_x
TES-9 LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
OWNER/DEVELOPER:
ALLEN TANNER
26 VAN SLYKE AVE.
SCOTIA, NY 12302
PHONE (518) 526-5167
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
PLANNING BOARD PROJECT NO. 20240932
TITLE: EXISTING CONDITIONS
SUBDIVISION OF LANDS OF
ALLEN P. TANNER
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 10 FEET
DATE:
OCTOBER 8, 2024
MAP N 0.2024-08-04
SHEET 1
LANDS NOW OR FORMERLY OF f/ r
LOT �5 TRICITY ASSOCIATES, LLC V
(MAP REF. NO. 1) DEED NO. 2019015411 i r
fry
FOUND CAPPED ,rl�� f f'
IRON ROD
(0.4' FROM CORNER) S85'53'38"E
I 150.00 I
I 54.87'
-H95.13' .
PROPANE I N ROOF LINE I
r----------------
TANK °D
I K ti
o _
GARAGE CONC. I
STEP
SHED
I THIS PORTION OF HOUSE / i'.
TO REMAIN I
I I I
w I I` r /
L_ _ _ I I I ,mod
3.6'± �
.f- -
- - - - - - O I 2nd FLOOR
LANDS NOW OR FORMERLY OF
JOHN A. IACOPONI AND
RENEE J. TALIANA
DEED NO. 2017005118
LOT 1B
(MAP REF. NO. 1)
MACADAM
DRIVEWAY
FOUND
CAPPED
IRON ROD
zt M ELEC. I OVERHANG
SHEED TO BE Z METER I I rr
REMOVED -H I I CONC. r f
STEP I ! rf
N j�
,N I TWO STORY
8.1'± _ I
r--------------- 46.8'±
I I I ,r
O LOT 16 41
`t I I r I
� (MAP REF. NO. 1) LOT
I
� REMAINS
O
I FOUNDATION
AREA = 6,970± SO. FT. N81' 12'3.3 W
i I I f
I 25.24' I I
04
OLD LOT LINE (MAP REF. NO. 1) I I I I I,, m
4 I T._1..............................................•-.........--•--................. m
...............................
11.0'± I i �-I ..
------------------------------ I 1..f .....
I
CON
-- LOT 2 ►'.
I STE I REMAINS I
OF OLD
AREA = 7,609± SQ. FT. I FOUNDATION
LOT 17 i I
I - --- I I DRIVEWAY I so
(MAP REF. NO. 1) °*' I I jr jf O
I --- %
IMETERSC m f r r p
LAJ I
I I iv _ ` -----J 10 FT. WIDE
cV PERMANENT I f✓, f
ONE STORY I
EXISTING I ID ^ EASEMENT
MACADAM ( TWO FAMILY HOUSE I �, (SEE NOTE NO. 3) ✓� °
DRIVEWAY I I Z `
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a I O
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III
PROPOSED
O o w DRIVEWAY
WZ zI W J
W oI
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W I (2) ELEC.
I METERS
I I p HIGHWAY APPROPRIATION LINE
10.4'± �L - _ CONC. I �� (PER MAP REF. N0. 2)
PORCH ------------- CONC. -J .O
ROOF LINE (TYP.) -
80.00'
41.00'
785'53'38"W RIGHT OF WAY LINE 121.00'
MACADAM 'O
DRIVEWAY
AVENUE
-SS sS S ss S S S S S�s-ems
ZONING INFORMATION:
ZONING DISTRICT. UR-2
MINIMUM LOT SIZE: 6,600 SQ.
FT.
MINIMUM LOT WIDTH: 60 FT.
MAXIMUM BUILDING COVERAGE:
40%
MAXIMUM IMPERVIOUS SURFACE
COVERAGE: 70%
MAXIMUM BUILDING HEIGHT: 40
FT.
MAXIMUM FIRST FLOOR ELEVATION
WHEN
PRINCIPAL BUILDING WITHIN 20'
OF SIDE
LOT LINES
4 FT.
MINIMUM SETBACKS:
FRONT: 10 FT.
ONE SIDE: 8 FT.
TOTAL SIDE: 20 FT.
MIN. CORNER SIDE: 10 FT.
REAR: 25 FT.
EDGE OF PAVEMENT
UTILITY
POLE
RIGHT OF WAY = 50 FT.
WIDTH OF PAVEMENT = 22± FT.
APPROXIMATE LOCATION
OF UTILITY SERVICES
(SEE NOTE NO. 4)
VARIANCES GRANTED:
ON JUNE 10, 2024 THE SARATOGA SPRINGS ZONING BOARD OF APPEALS
GRANTED THE FOLLOWING VARIANCES FOR THIS PROPERTY.
DIMENSIONAL REQUIREMENTS FROM
(LOT 1) FRONT SETBACK 10 FT.
(LOT 2) REAR SETBACK 25 FT.
PROPOSED
A
RELIEF REQUESTED
3.7
FT.
6.3
FT.
(63.0%)
3.7
FT.
21.3
FT.
(85.2%)
WV
WATER
VALVE
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PARCEL INFORMATION:
OWNER:
ALLEN P. TANNER
26 VAN SLYKE AVENUE
SCOTIA, NEW YORK 12303
TAX MAP PARCEL NO.
153.17-1-8
TOTAL AREA:
THE TOTAL AREA OF THIS SUBDIVISION IS 14,579f SQ. FT.
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DANIEL C. WHEELER
P.L.S. LIC. NO. 50,137
CERTIFICATION:
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED-B'Y'THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
UN THORITY OF A RESOLUTION ADOPTED 3
-z� -OF-.-TktE CITY OF SARATOGA SPRINGS.
/ /1 " CHAIRPERSON
DATE SIGNED S ) 11 2 -
CITY OF SARATOGA SPRINGS - STANDARD NOTES:
1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
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 THE CITY ENGINEER OR A
DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE
CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE
APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER
THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR
TO ANY CONSTRUCTION.
5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
PROJECT.
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, ROAD OR ALLEY.
7.) ALL POINTS OF CONSTRUCTION INGRESS AND 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.
NOTES:
1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
OR A TITLE REPORT.
2.) UNLESS OTHERWISE NOTED OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES.
3.) THE CROSSHATCHED AREA REPRESENTS A PERMANENT 10 FT. WIDE EASEMENT
FOR THE PURPOSE OF CONSTRUCTING SLOPES AND APPURTENANCES FOR THE
HIGHWAY AS SHOWN ON, AND DESCRIBED IN, MAP, REF. NO. 2.
4.) UTILITY LOCATION TO BE VERIFIED.
MAP REFERENCE:
1.) MAP ENTITLED "MAP OF MAPLEDALE PROPERTY OF WM. H. GAILOR",
DATED 1903, MADE BY J.S. MOTT & SON AND FILED IN THE SARATOGA
COUNTY CLERK'S OFFICE ON CARD 2 IN POCKET 4, FOLDER 2.
2.) HIGHWAY APPROPRIATION MAP FOR THE NORTH -SOUTH ARTERIAL
HIGHWAY, DATED SEPT. 7, 1966, BEING MAP NO. 86, PARCEL 103 AND
104 AND FILED WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.
DEED REFERENCE:
1.) DEED DATED OCTOBER 11, 2000 FROM PHOEBE T. GROFF, EXECUTRIX OF
THE LAST WILL AND TESTAMENT OF HOWARD H. GROFF, SR. TO ALLEN P.
TANNER AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE
IN BOOK 1564 OF DEEDS AT PAGE 267.
Y DANIEL C. WHEELER, LS
CIATES LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
OWNER/DEVELOPER:
ALLEN TANNER
26 VAN SLYKE AVE.
SCOTIA, NY 12302
PHONE (518) 526-5167
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
PLANNING BOARD PROJECT N0. 20240932
TITLE: SUBDIVISION PLAN
SUBDIVISION OF LANDS OF
ALLEN P. TANNER
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 10 FEET
DATE:
OCTOBER 8, 2024
MAP NO.2024-08-04
SHEET 2
LANDS NOW OR FORMERLY OF
TRICITY ASSOCIATES, LLC
ZaIr45-
I
(MAP REF. NO. 1) DEED N0.2019015411
I
I
Ii�
FOUND CAPPED r
IRON ROD
I
(0.4' FROM CORNER) S85.53'38"E 150.00'
54.87'
95.1 3'
-I
ROOF LINE
PRO
(
(-----------------------------
TANK
I
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CONC.
GARAGE
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STEP
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'
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THIS PORTION OF HOUSE I
TO REMAIN I
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0
oN
3.61±
CRUSHED STONE
( 2nd FLOOR
- - - - - -
o
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rn DRIVEWAY
I
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SHEED TO BE
Z
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METER GONG.
I
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REMOVED
STEP
aN
i
I
LANDS NOW OR FORMERLY OF
JOHN A. IACOPONI AND
RENEE J. TALIANA
DEED NO. 2017005118
LOT 18
(MAP REF. NO. 1)
MACADAM
DRIVEWAY
8.1'± - -
ENCLOSED
LANDING
REMOVED
o
ZOl 16
Oo
N
(MAP REF. N0. 1)
o
LOT 1
STAIRS TO
S
C ND FLOOR
REMOVED
EXISTING
TREE REMAINS
I
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AREA = 6,970± SQ. FT. 81 12 33 "W H�JUhSE I
} I 3: SILT
SILT FENCE 25 4' LU FENCE
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CONC. I cJ
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N PA
- _ OLD LOT LINE (MAP REF. NO. 1) _ ± EXISTING
11.0',
------------------------------ I CON I TREE REMAIN
'± OT 2
I I I
STE
AR = 7,609± SQ. FT. SILT
FENCE
I I STO PORTION
OF USE BED OLI ED I
I (MAP REF. N0. 1) I +i I 10F7. WIDE I
— — — I(2) LEC. — I PERMANENT
METERS. SILT FENCE I (SEE NOTE NO. 3)
w CONCRETE APRON I EXISTING
cV - TR E REMAINS
EXISTING I r
ONE STORY
EXISTING I TWO FAMILY HOUSE I In LONCRE�
MACADAM -
DRIVEWAY I I Z WAS NEC
r�r1 w I NEW 2 CAR NEW
d > I DRIVEWAY SITE TREE ROPOSE \�
o I +1 NEW 12' x 36'
0 0 w I o. 12.0'± _ ASPHALT
Z Z z I I FSILT
ENCE
w O O J
� o I I 10'± to +I EXISTING
TREES REMAIN
oDfI I
w I II
METER C SILTMFENCE �\ / �� �Q
O G
HIGHWAY ARPRONORIA2)N LINE
(PERMAP
CONC_NEW _
FOUND 10.4'± - - - - PORCH PORCH SITE TREE
CAPPED MODIFIED LANDSCAPE ROOF LINE (TYP.) - -
IRON ROD ASPHALT DRIVEWAY AREA
N85.53'38"W 80.00 (n
G
NEW 5 0 CONCRETE.
s NEW 5-0 CONCRETE _ F-�F•�
` NEW 5' 0 CONC TE NEW °5'-0 CONCRETE
'SIDEWALK r µ . NEW Q
SIDEWALK n WALK G
SIDE
SIDEWALK
to
STREET
NEW 4' 0"± GRASS MEDIAN a NEW 4'm0"± GRA S MEDIAN LIGHT
L GO
MODIFIED 10' 0 MODIFIED 10'-0
ASPHALT DRIVEWAY - yy .LP CONCRETE CURB ASPHALT DRIVEWAY NEW C.I.P. CONCRETE CURB
EDGE OF PAVEMENT EDGE OF PAVEMENT
EDGE OF PAVEMENT
NEW CONCRETE NEW NEW NEW n NEW CONCRETE NEW CONCRETE
CURBS EACH STRE T TREE STR T TREE
STREET C.I.P CURBS EACH CONSTRUCTION ENTRANCE PEDE TRIAN CURB RAMP
SIDE OF DRIVEWAY (RED MAPLE) (RED MAPLE) LIGHT SIDE OF DRIVEWAY TO BECOME NEW
ASPHALT PAVED DRIVEWAY
APPROXIMATE LOCATION /
n OF UTILITY SERVICES
(SEE NOTE NO. 4)
A VENUE WIDTH
OF WAY = 50 FT. eNERNEP�
DTH OF PAVEMENT = 22± FT. (n A
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ITE DEVELOPMENT PLAN BY:
NGiNEERiNG AmERicA CO.
76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866
PH. 518 / 587 — 1340
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TONYA L. YASENCHAK
DANIEL C. WHEELER
P.L.S. LIC. NO. 50,137
NYS P.E. LICENSE #085460
PROVE UN R AUTHORITY OF A RESOLUTION ADOPTED 3
AN ARID OF THE CITY OF SARATOGA SPRINGS.
j CHAIRPERSON
DATE SIGNED I' 12I�
• I,L I CITY OF SARATOGA SPRINGS
\,
CHUCK MAPSHALL, Chan
-A PLANNING BOARD MARK PINGEL. Mce Chan
A 0 KERRY MAYO
City Hall - 474 Broadway wILLIAM MCTYGUE
Saratoga Springs, New York 12866 MICHAEL KING
Tel: 518-587-3550 fax: 51 &580-9480 fO NY SFELRRA TE O
- www.sarazoga-springs.org ALEX WHITE, A!&m e
NOTICE OF DECISION
IN THE MATTER OF THE
SUBDIVISION APPLICATION NO. 20240932 OF
ALLEN TANNER
16 MARION AvE.
SARATOGA SPRINGS, NY 12866
Involving the premises with Tax Parcel ID# 153.17-1-8. in the City of Saratoga Springs, on an application for
final plat review of a proposed two -lot subdivision within the Urban Residential - 2 (UR-2) District with the
Planning Board who met on January 16, 2025 and made the following decision(s):
In accordance with SEQRA regulations 6NYCRR Part 617 and after review and evaluation of the SEQRA short
Environmental Assessment Form Parts I and II, made a motion to issue a Negative SEQRA Declaration on
January 16, 2025;
And, in accordance with the purpose and objectives set forth in the City's Unified Development Ordinance
Article 14 "Subdivision Approval", the Planning Board issued the following decision - passed 6-0 (Marshall,
Pingel, Mayo, McTygue, King, White):
0 Approve final subdivision plat (dated 10/08/2024) with the following conditions:
I . Add two street trees on lot 2 to the west of the east along Marion Ave.
2. Final plans shall address all of the technical review comments to the satisfaction of the City Engineers
Office/DPW.
3. Design Review Board approval of the demolition of the one-story portion of the existing residence shall
be obtained followed by removal of that portion of the structure prior to signing by the Chair of the
final plat
The applicant is required to complete the following prior to signing of the final plat by the Planning Board Chair:
• Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on- and
off -site improvements.
• Submit one (1) mylar and two (2) paper copies of the final approved subdivision plat for sigreture by the
Planning Board Chair.
• File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as
provided in Article 3, Section 32 of General City Law.
Approval of the final plat expires within one year after the resolution granting such approval unless all
requirements stated in such resolution have been certified and completed per Article 14 of the UDO.
CJyeti t
January 31, 2025
Date filed with Accounts Dept. Chair
cc: Building Dept„ Accounts Dept., ApplicantlAgent, File
Da 1 CITY OF SARATOGA SPRINGS
f MARK PINGEL, Chair
t PLANNING BOARD JOSEPH FERRANTE, Vice Chair
KERRY MAYO
3 City Hall -474 Broadway WILLIAM MCTYGUE
Saratoga Springs, New York 12866 MICHAEL KING
Tel: 518-587-3550 TONY STELLATO
,•�"n�an;ro +^1^—'aratoga-springs.org ALEX WHITE
NOTICE OF DECISION
IN THE MATTER OF THE
APPUCATION #20260067 OF
ALLEN TANNER
16 MARION AVE./AVE. A
SARATOGA SPRINGS, NY 12866
Involving the premises at 16 Marion Ave./Ave. A, with Tax Parcel ID# 153.17 1 8, in the City of Saratoga Springs,
on an application for approval extension of a previously approved two -lot subdivision in the Urban Residential -
2 (UR-2) District; and,
With the Planning Board who met on the application on February 5, 2026; and,
And, in accordance with the purpose and objectives set forth in the City's Unified Development Ordinance Article
14 "Subdivision Approval", the Planning Board issued the following decision on February 5, 2026 - passed 6-0
(Pingel, Ferrante, McTygue, King, Stellato, White);
0 Approve 180-day extension (from January 31, 2026) with the following conditions:
1. Modify the curb reveal to 0" for the new concrete curbs each side of driveway to lot 1, subject
to DPW approval.
2. All other conditions from the original subdivision approval (dated January 31, 2025) remain in
effect.
The applicant is required to complete the following prior to signing of the final plat by the Planning Board Chair:
• Deliver a letter of credit or cash escrow as a performance guarantee to the City for required on- and off -site
improvements.
• Submit one (1) mylar and two (2) paper copies of the final approved subdivision plat for signature by the
Planning Board Chair.
File the signed final subdivision plat with the Saratoga County Clerk within sixty-two (62) days as provided in Article 3,
Section 32 of General City Law.
Approval of the final plat expires on July 31, 2026 unless all requirements stated in such resolution have been
certified and completed per Article 14 of the UDO.
'R
If -.
March 9. 2026 V
Date Chair
URVEY BY:
EY DANIEL C. WHEELER, LS
S CIA TES, LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
PARCEL INFORMATION:
OWNER/DEVELOPER: TAX MAP PARCEL NO.
ALLEN TANNER 153.17-1-8
26 VAN SLYKE AVE. TOTAL AREA:
SCOTIA, NY 12302 THE TOTAL AREA OF THIS SUBDIVISION IS 14,579± SQ. FT.
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
PLANNING BOARD PROJECT N0. 20240932
TITLE: SUBDIVISION — SITE DEVELOPMENT PLAN
SUBDIVISION OF LANDS OF
ALLEN P. TANNER
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 10 FEET
DATE:
JUNE 8, 2026
MAP NO. 2024-06-04
SHEET 3
HAY BALES OR
(SEE NOTE `
SAND BAG—\
12" MIN.
10 MIL POLY SHEETING
FREE OF HOLES TEARS
OR OTHER DEFECTS
' 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*
UNDISTURBED SUBGRADE N
12" PIT= BALL DIA. + 24"
TREE PLANTING DETAIL
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
N.T.S.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Tree Planting L-1
I AT LEAST 30' AT LEAST 25' I I TREES UNDER SINGLE OR
BETWEEN BETWEEN -�{�— 20' BETWEEN TRIPLE PHASE UTILITY
LARGE TREES MEDIUM TREES SMALL TREES LINES MUST BE MATURE AT
30' TALL OR LESS
I1
3 a
�
11 5' FROM
STREET LIGHT 10' FROM 10' FROM 20' FROM
OR UTILITY POLE DRIVEWAY HYDRANT INTERSECTION
STREET TREES SHAL NOT BE PLANTED:
WITHIN 20' FROM THE CORNER OF AN INTERSECTING STREETS
WITHIN 35' IN FRONT OF A STOP SIGN
WITHIN 10' FROM HYDRANTS
WITHIN 15' FROM A UTILITY OR STREET LIGHT POLE
WITH IN 10' OF A DRIVEWAY
LARGE TREES (>50' TALL AT MATURITY) SHALL BE SPACED NO LESS THAN 30' APART
MEDIUM TREES (<35 TALL AT MATURITY) SHALL BE SPACED NO LESS THEN 25' APART
SMALL TREES (<30' TALL AT MATURITY) SHALL BE SPACED NO LESS THAN 20' APART
ALL PLANTING SPACES MUST BE APPROVED BY THE CITY ARBORIST
MINIMUM TREE SPACING DETAIL
N.T.S.
REVISED DATE CITY OF SARATOGA SPRINGS, NEW YORKDWG No
DETAIL
CONSTRUCTION Tree Spacing L-3
CONCRETE WASHOUT
d1--l—SIGN
STONE ENTRANCE
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4' X 4' MIN,
SECTION A
CONCRETE WASHOUT AREA
NOTES:
1.) CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO CONCRETE
PLACEMENT ON SITE. SURFACE DISCHARGE IS UNACCEPTABLE.
2.) THE LOCATION OF THE CONCRETE WASHOUT SHALL BE APPROVED BY
THE ENGINEER. LOCATE THE FACILITIES A MINIMUM OF 50 FEET FROM
DRAINAGE SWALES, STORM INLETS, WETLANDS, STREAMS, AND OTHER
SURFACE WATERS.
3.) HAY BALES, EARTHEN BERM, SAND BAGS, OR STONE, AS APPROVED BY
THE ENGINEER, SHALL BE USED AROUND THE PERIMETER OF THE
CONCRETE WASHOUT AREA(S) FOR CONTAINMENT AND TO ANCHOR THE
PLASTIC LINER IN PLACE.
4.) SIGNS SHOULD BE PLACED AT CONCRETE WASHOUT AREA(S) TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF
CONCRETE TRUCKS AND PUMP RIGS.
5.) WASHOUT AREA(S) ARE TO BE INSPECTED DAILY. HARDENED CONCRETE
WASTE SHOULD BE REMOVED AND DISPOSED OF WHEN THE WASTE HAS
ACCUMULATED TO 75% OF THE STORAGE CAPACITY OF THE STRUCTURE.
6.) DAMAGED OR LEAKING WASHOUT FACILITIES SHALL BE REPAIRED OR
REPLACED IMMEDIATELY. PLASTIC LINER SHALL BE REPLACED WITH
EACH CLEANING OF THE WASHOUT AREA(S).
2% SLOPE
N.T.S.
REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL CONCRETE WASHOUT AREA ST-i 8
EXISTING
GROUND
EXISTING
GROUND
1► 11 �G
I 50'MIN. t EXISTING
PAVEMENT
3' S1
6-MIN.
FILTER Z MOUNTABLE BERM
CLOTH PROFILE (OPTIONAL)
1O'MIN.
EXISTING
PAVEMENT
110.
MIN.
CONSTRUCTION SPECIFICATIONS
1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE
A 30 FOOT MINIMUM LENGTH WOULD APPLY).
3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT
POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE
ENTRANCE TO SITE.
5. nLTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING
OF STONE.
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-
STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS
IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, ALL
SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS -OF -WAY
MUST BE REMOVED IMMEDIATELY.
8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH
STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
RAIN.
STABILIZED CONSTRUCTION ENTRANCE NTS
BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.
APFqk4�%D: (CITY OF SARATOGA SPRINGS, NEW YORK IDWG No
PLANNING BOARD 1/STANDARD
DATE
StC7bIIIZeCI Construction Entrance sr-11
SYMBOL
WOVEN WIRE FENCE
(MIN. 14 1/2 GAUGE
10' MAX. C. TO C. W/ MAX' 6" MESH
I SPACING)
36" MIN. LENGTH FENCE
POSTS DRIVEN MIN. 16"
INTO GROUND.
HEIGHT OF FILTER
16" MIN.
y y y y 'k
8" MIN.
y y y y y y y y
PERSPECTNE VIEW
36" MIN. FENCE POST —�
WOVEN WIRE FENCE (MIN. 14
1/2 GAUGE W/ MAX. 6" MESH
SPACING) WITH FILTER CLOTH 20"MIN.
FLOW
UNDISTURBED GROUND
COMPACTED SOIL
EMBED FILTER CLOTH 16"MIN.
A MIN. OF 6" IN GROUND.
4
SECTION VIEW
CONSTRUCTION SPECIFICATIONS
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES
OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-
LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X,
MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT.
4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
"BULGES" DEVELOP IN THE SILT FENCE.
SILT FENCE N.T.S.
BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Silt Fence ST--13
T.
OF tAt\
TONYA L. YASENCHAK, PE
P.E. N0. 085460
ENGINEERING AmERicA CO
76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866
PH. 518 / 587 — 1340
PPR UN ER AUTHORITY OF A RESOLUTION ADOPTED 2b
Y qE LA ARD OF THE CITY OF SARATOGA SPRINGS.
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1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN
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40 PVC NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS
C0
REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND
J
GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH
SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE
OW
ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH
W
COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX
PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT
FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR
A
BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE
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THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND
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BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND GREEN) FROM BASE TO
—
TOP OF LIGHT USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE
OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER
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WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS.
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OWNER/DEVELOPER:
ALLEN P. TANNER
26 VAN SLYKE AVENUE
SCOTIA, NY 12303
PLANNING BOARD PROJECT NO. 20240932
TITLE: SITE DEVELOPMENT DETAILS
SUBDIVISION OF LANDS OF
ALLEN P. TANNER
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
(SEE DETAILS)
DATE:
JUNE 8, 2026
MAP NO. 2023-06-04
SHEET 4 of 5
4" CLEANOUT PLUG
3-(MIN.) FINAL GRADE
T- IF NO INSIDE CLEANOUT: IT
4 WITH RISER TO GRADE ll
C NN CTI N
TO PUBLIC SEWER
M2% (1/4 INCH/FT)
(MIN. SLOPE) _
(SEE DETAIL SA-3) ( /�
APPROVED SLEEVE THROUGH
IF A BUILDING TRAP IS REQUIRED:
FRESH AIR INLET (3" MIN.)
4'(MAX.)
(PLUS BACKWATER VALVE)
4" CLEANOUT PLUG(S)
UBUILDING DRAIN
IF REQUIRED: IF REQUIRED (SEE NOTE):
APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP,
WITH CLEANOUT OR RUNNING TRAP
� 5'
3
of FOOTING
1Y
6" BUILDING SEWER(TYP.) In 10 4" BUILDING DRAIN(TYP.)
NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING
CODE FOR ADDITIONAL INFORMATION.
BUILDING DRAIN LAYOUT N.T.S.
APPROVED:
CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7
SAWCUT LINE - SEE DETAIL SS-6
SEE PAVEMENT SECTION DETAIL SS-5
rL
ORIGINAL ASPHALT
12"
WEARING COURSE(S)
IN PVMT
IN TURF
PAVEMENT
STRUCTURAL
BASE COURSE
(SEE NOTE 3)
0
SECTION
SUBBASE COURSE
)J2
A.O.B.E.
(SEE NOTE 4)
z
ORIGINAL SUBBASE COURSE
W
OUTSIDE CROWN
PIPE SPRINGLINE
BOTTOM O.D.
I.D. + 3' MAX.
NOTES:
1. STREET OPENING PERMIT IS REQUIRED
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING
1/2" SIEVE, 0-15% PASSING 1/4" SIEVE
OR
SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING
1" SIEVE, 0-15% PASSING 1/2" SIEVE.
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON
FIELD CONDITIONS.
PIPE TRENCH - SECTION
TRENCH WALLS LAID BACK PER OSHA REQ'MTS
OR SHEETING A.O.B.E.
4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
BORROW: WELL GRADED INORGANIC
GRANULAR SOILS AND/OR ROCK,
MAX. 1-1/2" SIZE, NOT MORE THAN
20% BY WEIGHT PASSING #200
SIEVE. OR NATIVE MATERIAL, A.O.B.E.
(USE VIBRATORY COMPACTOR WITH 12" LIFTS)
PIPE ZONE BACKFILL - GRADATION SHALL BE:
W "WELL GRADED SAND WITH 3/4" MAX. PARTICLE
rc
SIZE AND NOT MORE THAN 10% PASSING #200
SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)
w PIPE ZONE BEDDING - FOUNDATION STONE
TO CONFORM TO N.Y.S. DOT. STANDARD
SPEC. 703-02 COARSE AGGREGATE
(SEE NOTE 2)
--UNDISTURBED SUBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E.
3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S.
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS:
2-1/2" SIEVE - PASS 100% BY WEIGHT
1-3/4" SIEVE - PASS 95-100% BY WEIGHT
3/4" SIEVE - PASS 60-75%
1/4" SIEVE - PASS 25-45%
#40 SIEVE - PASS 10-25%
#100 SIEVE - PASS 3-12%
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO
N.Y.S. DOT STD. 304, TYPE 2.
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE Pipe Trench Ss-6A
EXISTING SEWER MAIN: ADAPTOR FITTING IF REQ'D END CAP FOR FUTURE PROPERTY LINE, R.O.W. OR
TAPPING SADDLE CONNECTION EASEMENT LIMIT
TO BE APPROVED BY D.P.W. 45' OR 30' BEND AS REQ'D
NEW SEWER MAIN CONSTRUCTION:
45' OR 60• WYE OR TEE/WYE 2'x 4" x 24" PRESSURE TREATED
TO BE APPROVED BY D.P.W. SET PLUMB AT END OF LATERAL
FLAGGED WITH FLOURESCENT COLORED
SURVEY RIBBON FOR EASY IDENTIFICATION
SEWER MAIN BUILDING SEWER LATERAL LATERAL ON PRIVATE PROPERTY -
6" MIN. SDR 35 PVC MIN. SCH. 40 PVC
CITY PROPERTY< PRIVATE PROPERTY
SANITARY SEWER SERVICE - PLAN
N.T.S.
3"f
FINISHED GRADE REVEAL
rr
z SLOPE: 2% MIN. (1/4" PER FOOT) TO 10% MAX.
45' OR 30' BEND E 2"x 4'z 24' P.T. STAKE
AS REQ'D o
x PIPE BEDDING AS REQ'D
a
UNDISTURBED SUB -GRADE
SANITARY SEWER SERVICE - SECTION
NOTES: N.T.S.
1.) THE BUILDING SEWER FROM THE BUILDING TO THE SEWER MAIN IS THE OWNER'S RESPONSIBILITY.
2.) CONNECTION TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14_
3.) A STREET OPENING PERMIT IS REQUIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY.
4.) ANY PART OF THE BUILDING SEWER WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO
1/13/2010 PLANNING BOARD DATE STANDARD DETAILSanitary Sewer Service SA-3
FINISHED GRADE
FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES)
m
WATER LINE
SANITARY SEWER (GRAVITY OR FORCEMAIN)
OR STORM SEWER
SEE NOTES SEE NOTES
NOTES:
(REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS")
WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10% EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN
18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,
OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED
EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.
UTILITY SEPARATIONS: PARALLEL AND CROSSING
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Utility Separations W- 7
2o't
TEMPORARY PAVEMENT AREA TO
BE REPLACED WHEN ROAD EDGE FOR FUTURE
SURFACE IS EXTENDED SAWCUT
�NAR.AL TAPER -- WEARING COURSE
BINDER COURSE
'I ;
0'4$-::�'ODo:g. GRAVEL BASE COURSE
/ SUB -BASE
/\\� A
BITUMINOUS PAVEMENT TERMINATION
EXIST. PAVEMENT NEW CONSTRUCTION
SAWSCUT DEPTH OF PAVEM
TACK COAT ALL SURFACES
TO PAVING
SEE PIPE TRENCH DETAIL SS-6A
PAVEMENT SAWCUT
N.T.S.
_EXISTING GROUND
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG N
1/13/2010 Pavement Termination
PLANNING BOARD DATE STANDARD DETAIL and Sa W CU t SS-6
FINISHED GRADE
:�
� ■unuuuuuunuuu.
H�INNER
I
NOTE: EXPANSION JOINTS
SPACED ALONG CURB 10' O.C.
MAX.
1/4" RADIUS
SEE DETAIL SS-5 FOR PAVEMENT
AND GRAVEL SUBASE REQUIREMENTS
CAST-IN-PLACE/SLIP FORM
CONCRETE CURB
SEE CONCRETE SPECIFICATIONS -
DRAWING SS-7
GRAVEL COMPACTED TO
95% STD. PROCTOR
SUBGRADE COMPACTED
TO 90% STANDARD
PROCTOR
TYPE 1 CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF
N.T.S.
APPROVED: 1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG N
PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb SS-15
CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS
1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE
CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE
PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY
VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON
REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR
APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL"
MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS.
2. WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE
ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90
DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME
PER A.C.I. 305R-99.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL
CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR
APPROVED EQUAL).
NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT
INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE
SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER
IS APPROXIMATELY 2 INCHES TO 3 INCHES.
4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A
PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH
SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION.
5. ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J
CONCRETE MIXTURE (OR APPROVED EQUAL).
6. ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO
APPROVAL OF THE CITY ENGINEER.
APPROVED:
1/13/2010CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Concrete Specifications SS-7
CONCRETE SIDEWALK -
TYPE 1 AT NON -VEHICLE TRAFFIC AREAS
TYPE 2 AT VEHICLE TRAFFIC AREAS
(SEE DETAIL SS-8)
EXPANSION JOINT
(FULL DEPTH OF
CONCRETE)
TURF
ASPHALT DRIVEWAY
ASPHALT
WARP AREA (BOTH
1-1/2 REVEAL(MAX.) SIDES)
OF GURB 10 •\ PGE
`� EXPANSION /- ASPHALT APRON -f DROP RAP\pS� OF FROM
JOINT
"RADIUS - 5,1 MPX /- STREET
�- TAPER CURB
6" CONCRETE CURB
DROP CURB AT RESIDENTIAL DRIVEWAY
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12
ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED GENERAL NOTES
1. NEW CONCRETE
PER CONSTRUCTION: Elam PREFORMED02.EFIEID WARNING U DEVICESSLAL SHALL TE T N THE
CONCRETE PER NYSDOT ITEM INC.OF DRCESYm/PRECASi UNITS SHALL BE PROVED BY AS
MANUFACTURED BY MEXCON NC. OF WORCESIER, NY OR SWRLAR PRODUCT APPROVED BY NYSDOT.
1 2 WERE TEXTURE WARNING DEMO MUST BE RETROFIT, PREFORMED OENCES SHALL BE
- o THE DETAILS
PER PROVIDED
DOT ITEM 60&O1.
1 THE THE
PROVIDED ARE Nor ORANN ro SCALE. TIE QUANt1TY 61 DOMES DEPICTED
ON THE DETECTABLE WARNOIG FIELD (iFE DOMES AND TIE ENIIE 610 mm lLl£L SURFACE)
IS FOR ILLUSTRATION ONLY.
I EAxowc \\\ 4. THE SZE OF THE DETECTABLE WARNING FIELD SHALL BE 610 - IN THE DIRECTION OF
TRAVEL AND SHALL EXTEND THE FTAL WIDTH of THE CURB RAP OR FLUSH SURFACE.
EXCLUSIVE OF SIDE FLARES.
_. RAMPS.__... - �;c (�P, 5. LOCATION of DELECTABLE WAiNINIS. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT
THE EDGE OF THE WARNING FEUI NEAREST TO THE ROADWAY OR STREET SURFACE IS 150
mm TO 225 mm (305 WERE TRAVERSABLE CURB IS USED) FROM THE EDGE OF THE
ROADWAY , OR FROM THE FRONT OF THE DROPPED NFERE A DROPPED
CURB TINUES ACROSS THE BOTrOM OF THE SIDEWALK CURB RAP.
6. DOME AIGNMFNT. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT
DRECDON OF TRAVEL.
ELEVATED CRp551gG
7. COLOR REQUIREMENTS. THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH
THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHETS THERE IS NO
CUR DISABILIRESAC GHT-ON
WIELINEOR B (RK-Oa-UGHT �iT�� IN THE AMERICANS
DETECTABLE WARNINGS AT MEDIAN ISLANDS
VATH& ONIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 610 MM OF SPACE
BETWEEN THE DETECTABLE WARNING FIELDS
Hvu ary oa
MIY laIE fOM STREET \\ . _ \ -_ xx - f5x 6" aAs<."IAYCR
�c SEE NOTE 5
_-1
} �cv SIX WE 5 (TIP) DOZE' _SECTION
I
a OKI �y NON -ELEVATED CROSSING � E �1laa:(lrrg _ r
u
600060000o,
0 0000 00 0 00
000000000�=�=
e& 90EWALK RAMP 0 0 0 0 0 O 0 O O 0 1'
OM SPAM
DETECTABLE WARNINGS AT FLUSH SURFACES (BLENDED TRANSITIONS)
DETECTABLE WARNING AT ISLANDS DETECTABLE WARNING AT CURB RAMP ADJACENT TO CURB RAMP
DETECTABLE TEXTURE WARNING DETAILS N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE DETECTABLE TEXTURE WARNING DETAILS SS-11
(BASED ON NYSDOT STANDARD SHEET M608-5R2)
N a
_N sv Ij AS,
r
s • Iy, - N W w
•
A �T ,X
-� OF
'IONYA L. YASENCHAK, PE
P.E. NO. 085460
O M,J 0
F 0 .
< 0
= of Lu
d 00-
w � U)
o U) <
TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION
TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT
BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION
PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22
COMPACTED GRAVEL -
NYSDOT TYPE 2 (SECT. 304)
COMPACTED TO 95% STANDARD PROCTOR.
PAVEMENT TOP BINDER GRAVEL ESAL
TYPE COURSE COURSE COURSE LEVEL
SUBGRADE - COMPACTED TO 907.
STANDARD PROCTOR
PARKING
LOT
1-1/2
2
8-10"
<0.3
MILLION
STANDARD
1-1/2"
3"
12"
<30
ROADWAY
MILLION
HEAVILY
TRAVELED/
<30
TRUCK
2"
* 4"
12
MILLION
LOADING
NOTES: * SEE NOTE 2
1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND
LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT
SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN.
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS..
ASPHALT PAVEMENT
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORKDWG No
4/10/2013 PLANNING BOARD DATE STANDARD DETAIL Asphalt Pavement ss- 5
* DETECTABLE 6" CURB (TYP) -
E
WARNING 5' MIN.- CONCRETE SIDEWALK
WARNIN
E.J.
FLUSH
REVEAL
-R.O.W. +
-VARIES WITH
R.O.W. WIDTH
3 -6"MIN.
5' MIN.
1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB
R.O.W. vW p�
TRANSITION CURB (TYP.) PEDESTRIAN CURB RAMP - TYPE 1
AT STREET CORNER N.T.S.
TURF
CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK HEAVY BROOM FINISH
FLUSH REVEAL
*DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) *DETECTABLE TEXTURE
WARNING 6" CURB (TYP) WARNING 6" CURB (TYP)
S-6" MIN.
VARIES _�'�SITIO3'-6MIN. 3' TRANSITION CURB
R,0 WDTH 5' TRANSITION CURB N
Ty
PEDESTRIAN CURB RAMP - TYPE 2 PEDESTRIAN CURB RAMP - TYPE 3
AT SIDEWALK N.T.S. AT GRASS STRIP N.T.S.
*DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON
NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11.
VERIFY LOCATION(S) & TYPE OF DETECTION WITH CITY ENGINEER.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO
1/13/2010 PLANNING BOARD DATE STANDARD DETAILPedestrian Curb Ramps SS-1 o
OWNER/DEVELOPER:
ALLEN P. TANNER
26 VAN SLYKE AVENUE
SCOTIA, NY 12303
PLANNING BOARD PROJECT N0. 20240932
TITLE: SITE DEVELOPMENT DETAILS
SUBDIVISION OF LANDS OF
ENGINEERING AmERicA CO ALLEN P TANNER
76 WASHINGTON ST., SARATOGA SPRINGS, NY 12866
PH. 518 / 587 - 1340
PRO UN D R AUTHORITY OF A RESOLUTION ADOPTED
AN RD OF THE CITY OF SARATOGA SPRINGS. If
CHAIRPERSON
DATE SIGNED
.
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
(SEE DETAILS)
DATE:
JUNE 8, 2026
MAP NO. 2024-06-04
SHEET 5 of 5