HomeMy WebLinkAbout20251019 19, 30 Washington St. Adelphi Stone House Relocation NOD
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Tamie Ehinger, Chair
Rob DuBoff, Vice Chair
Chris Bennett
Leslie DiCarlo
Jeff Gritsavage
Geoff Wood
Karen Cavotta
Alison Dockum, Alternate
Christina Abele, Alternate
CITY OF SARATOGA SPRINGS
D ESIGN R EVIEW B OARD
❖
City Hall - 474 Broadway
Saratoga Springs, New York 12866
Tel: 518-587-3550 x.2517
www.saratoga-springs.org
NOTICE OF DECISION
In the matter of the application
#20251019
19 & 30 Washington St. Adelphi Stone House Relocation
19 Washington St.
Saratoga Springs, New York 12866
involving Architectural review of the relocation of a historic structure within the Urban Core (UC) District, tax parcel
#165.67-1-22, within the City of Saratoga Springs.
In accordance with 6 NYCRR Part 617, the Design Review Board classifies this request as a SEQR:
Type II action – exempt from further SEQR review
And, in accordance with the objectives, standards and guidelines contained in the Unified Development Ordinance
Article 240-13.9 Architectural Review Applicability and Approval Standards, the Design Review Board issued a
conditional approval on December 10, 2025 to be modified on January 28, 2026 as follows:
Upon relocation and thereafter, the structure (and parcel) be subject to the same Historic Standards
and Guidelines set forth in the Unified Development Ordinance as though the property were located
within a historic district.
Record of vote:
motion to approve made by T Ehinger, seconded by L DiCarlo passed 6-0
In favor: T Ehinger , CBennett, LDiCarlo, JGritsavage, G Wood, A Dockum
Note: this approval shall expire 18 months from the issuance date unless any necessary building permit has been
issued and actual work begun.
As a result of this decision, the applicant:
may proceed with the proposed project as approved
Please contact the Building Department to verify permit requirements.
Chair Received by Accounts
cc: Building Department
Accounts Dept.
Applicant/Agent
32'-0"
4'-11"6'-2"1'-10"6'-2"1'-0"11'-11"
4'
7
1
2
4'
9
19
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4'
9
7'
1
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1
2
2'-6"
2'-6"
3'
8
4'
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5'
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19
8
9'
6
11
1
0
41
0
4'-8"
106.
26°
1
0
6
2
6
5'-6"3'-0"5'-0"3'-0"4'-11"3'-4"5'-9"
7'
9
3'
0
20
9
3'
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5'
0
12'-10"3'-4"13'-10"
20
5
6'
0
12
7
1'-0" WALL, TYP
2'-0" FOOTING, TYP UNO
6" STEM, TYP UNO
T/FOOTING = (-8'-0"), TYP UNO
T/SHELF = (-3'-4"), TYP UNO
T/WALL = (0'-0"), TYP UNO
T/WALL AT WINDOW
WELL = (-5'-0"), TYP
T/WALL AT DOOR = (-3'-4")
T/WALL AT DOOR = (-0'-8")
4" THICK BASEMENT SLAB ON
GRADE PER Q1/S-100, TYP UNO
T/SLAB = (-7'-6"), TYP UNO
CJ
CJ
CJ CJ CJ
A11
S-100TYPUNO
M18
S-100
CONCRETE STAIRS
PER M11/S-100
T/WALL = (-3'-4")T/WALL = (-3'-4")
T/WALL = (-3'-4")
T/WALL = (-3'-4")
SLOPING TOP OF WALL
TO MATCH STAIR RISE
AND RUN, TYP
T/WALL = (-3'-4")
M18
S-100
12'-0"7'-0"13'-0"
7'
0
T/WALL = (-3'-4")
8" WALL, TYP
1'-4" FOOTING, TYP 3'
8
4" THICK WINDOW WELL SLAB
ON GRADE PER Q1/S-100, TYP
T/WALL = (-0'-8")
CJ
CJ
CJ
WALL TEE REINFORCEMENT
WALL CORNER REINFORCEMENT
ADD (3) L-BARS AT
EACH HORIZONTAL
REINFORCEMENT
ADD L-BARS AT
EACH HORIZONTAL
REINFORCEMENT
REQUIRED COVER, TYP
SEE GENERAL NOTES FOR
40 BAR DIAs TYP
40
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40 BAR DIAs TYP
WALL CONSTRUCTION JOINT
PLACED AT CONTRACTOR'S DISCRETION)
CAN BE SUBSTITUTED FOR A CONTROL JOINT)
WALL CONTROL JOINT
LABELED WCJ ON PLANS)
FIRST POUR SECOND POUR
CUT EVERY OTHER HORIZONTAL BAR AT
EACH FACE AT CONTROL JOINTS NOTED
ON PLAN, TYP ALTERNATE BARS TO
REMAIN CONTINUOUS ACROSS JOINT, TYP
BACKER ROD AND
SEALANT, TYP
T/
3
1/
4
LAP SPLICE 24 BAR DIA, TYP
T/6
BACKER ROD AND
SEALANT, TYP
BACKER ROD AND
SEALANT, TYP
1/2"
3/4"
1
1
2
3/4"
1
1
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3/
8
3/
8
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1"
M
IN
SAW CUT CONTROL JOINTS IN SLAB WITH EARLY ENTRY SYSTEM AS
SOON AS AGGREGATE WILL CUT CLEANLY WITHOUT DISLODGING,
NO LATER THAN 4 HOURS AFTER FINISHING, CUT JOINTS AT A
MAXIMUM SPACING OF 30 TIMES THE SLAB THICKNESS, UNO
DISCONTINUE OR FIELD CUT EVERY OTHER BAR AT CONTROL JOINTS,
PROTECT VAPOR BARRIER FROM DAMAGE WHEN FIELD CUTTING
1
1
4
C
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COARSE AGGREGATE
PROOF COMPACTED SUBGRADE
PER NOTES AND SPECIFICATIONS
STRUCTURAL FILL AS REQUIRED TO
ESTABLISH SUBGRADE
VAPOR BARRIER: 15 MIL NON-RECYCLED POLYOLEFIN
RESIN SHEET CONFORMING TO ASTM E1745 CLASS A,
DESIGN BASIS: STEGO WRAP
No. 4 BARS AT 18" OC EACH WAY, 20" MIN LAP SPLICE,
SUPPORT REBAR ON WIRE CHAIRS WITH SAND BASES
TO PREVENT PUNCTURE OF VAPOR BARRIER AT 3 FT
MAX INTERVALS EACH WAY, TYP FOUNDATION WALL BEYOND, DROP
TOP OF WALL 8" AT DOORWAYS, UNO
INTERIOR SLAB PER PLAN, HAUNCH
EDGE AT DOORWAYS, TYP
PIN ENTRY SLAB FROST WALLS AND
FOOTINGS TO BUILDING FOUNDATION
WALL AND FOOTING, TYP
EXTEND FOUNDATION WALL REINFORCEMENT
30" FROM TOP OF SLAB ELEVATION AND BEND
INTO SLAB PERPENDICULAR TO FOUNDATION
WALL AT 24" OC EACH SIDE, TYP
WALL BEYOND
1'-4"
10
30
12
BUILDING FOUNDATION WALL
BACKFILL WITHIN
WALLS WITH COARSE
AGGREGATE, TYP
4
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4"8"4"
No. 4 VERTICAL AT 18" OC
CONTINUOUS HORIZONTAL
No. 4 AT 12" OC
No. 4 L-BARS AT 24" OC
EXTEND WALLS AND FOOTINGS AROUND
THREE SIDES OF ENTRY SLAB, TYP
No. 4 CROSS BARS AT 18" OC
2) No. 4 BARS CONTINUOUS
20" MIN
LEGS, TYP
CENTER 2" JOINT AT MIDDLE OF
DOOR THRESHOLD SADDLE,
COORDINATE WITH DOOR
SCHEDULE, VARIES BY LOCATION
PIN SLAB TO EXISTING FOUNDATION WALL
AS SHOWN WITH No. 4 BARS AT 12" OC
4"
TYP8"
1 1/2"
8" ENTRY SLAB, REINFORCE WITH No.
4 BARS AT 12" MAX OC, 3/8" TOOLED
EDGES, LIGHT BROOM FINISH UNO
SLOPE ENTRY SLAB
AWAY AT 1/4" PER FT MIN
SEE SITE PLANS FOR ADJACENT
GRADE OR SIDEWALKS
PIN ADJACENT SIDEWALKS
TO EDGE OF SLAB WITH No. 4
DOWELS AT 16" MAX OC
6
PITCH CONCRETE TREADS TO
DRAIN AT 1/4" PER FT MIN
18" BLEND OF NYSDOT
No. 1 AND No. 2 STONE
1'-0"
4"
5'
0
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IN
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10
8"4"4"
1'-4"
2" COVER, TYP
10
8"4"4"
1'-4"
PIN ADJACENT SIDEWALKS AND SLABS
TO TOP AND BOTTOM OF STAIRS WITH
No. 4 DOWELS AT 12" OC, TYP
No. 4 HORIZONTAL AT 12" OC, TYP
No. 4 VERTICAL AT 12" OC, TYP
No. 4 HOOKED DOWELS AT 12" OC, TYP
2) No. 4 BARS CONTINUOUS WITH 40 BAR
DIAMETER LAP SPLICES AT CORNERS,
No. 4 CROSS BARS MATCHING SPACING
OF VERTICAL BARS ABOVE, TYP
EXTEND VERTICAL BARS
20" AND BEND DOWN
INTO STAIR SLAB POUR,
TYP TOP AND BOTTOM
No. 4 BAR AT EACH TREAD,
EPOXY COATED, TYP
1
1
2
C
O
V
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R
RISE AND RUN TO
MATCH EXISTING
8"
4"
2
1
No. 4 L-BARS MATCH SPACING
OF SLAB REINFORCING, TYP
18
18
EXPANSION JOINT FILLED WITH SEMI-
RIGID ADHESIVE JOINT SEALANT
5'
0
M
IN
No. 4 REINFORCEMENT
AT 12" OC EACH WAY
EPOXY COATED, HOOK
INTO ADJACENT WALLS
EXISTING STONE MASONRY
BUILDING WALLS ABOVE
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SEE SITE PLANS AND
DETAILS FOR PERIMETER
GRADING AND MATERIALS
SCHEDULE 4 PVC DRAINAGE PIPING WITH (2)
LINES OF 1/2" PERFORATIONS, LEVEL AROUND
FOOTING AND CONNECTED WITH SOLID WALL
PIPE TO SITE DRAINAGE STRUCTURE PER SITE
PLAN, DO NOT COMBINE WITH GUTTER
DISCHARGE OR OTHER DRAINAGE PIPING
10
1'-0"
FI
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W
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2
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REMOVE EXISTING BEDROCK
TO EXTENTS SHOWN
ITEM B-12 CRUSHED
STONE WITH NO FINES
6"
M
I
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2" EPS RIGID
INSULATION AROUND
SLAB PERIMETER
4" SLAB ON GRADE OVER 15 MIL
STEGO-WRAP VAPOR BARRIER
AND 2" EPS RIGID INSULATION
TURN VAPOR BARRIER UP INTERIOR
FACE OF WALL AND SEAL WITH MASTIC
No. 4 L-BARS STAGGERED AT 12" OC
2" COVER, TYP
No. 4 BARS AT 12" OC EACH
WAY AT EACH FACE OF WALL
BUILDING WALLS ABOVE)
1'-0" MIN (MATCH WIDTH OF
EXISTING STONE MASONRY
TEMPORARY RIGGING BEAMS, DESIGN
AND POSITION BY BUILDING MOVER'S
DEFERRED DESIGN
FORM RECESSES AT TOP OF FOUNDATION
WALLS TO ACCOMMODATE RIGGING BEAMS,
INFILL WITH REBAR PINS AND CONCRETE
30
12
MIRAFI 160 N FILTER
FABRIC BETWEEN ALL
ITEM B-12 AND ADJACENT
GRANULAR SOILS
DISPOSE OF ALL EXCAVATED
SOIL, BACKFILL WITH
IMPORTED SELECTED FILL
BITUTHENE 3000 WATERPROOFING
SYSTEM INSTALLED WITH PRIMER
AND DIMPLED DRAINAGE MAT
EXCAVATE TO MINIMUM
SLOPES REQUIRED BY OSHA
PROJECT NUMBER
DRAWING DATE
DRAWN BY
DRAWING SCALE
DRAWING TITLE
518.487.4755 telephone
518.670.0122 facsimile
springlinedesign.com
PROJECT NAME
STAMP
CONSULTANTS
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REVISIONS
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DRAWING NUMBER
73 troy road
suite 2h
east greenbush
NOT FOR CONSTRUCTION
THIS SUBMISSION IS FOR REVIEW BY THE
BUILDING DEPARTMENT FOR PERMIT.
BUILDING DEPARTMENT REVISIONS
HAVE NOT BEEN INCORPORATED INTO
THESE DRAWINGS. THE ENGINEER AND
HIS CONSULTANTS ASSUME NO
RESPONSIBILITY FOR CONSTRUCTION
BIDS, ESTIMATES, OR CONSTRUCTION
PERFORMED FROM THESE DRAWINGS.
Asindicated10/31/2025
23225002 NAC
S-100
FOUNDATION PLAN
AND DETAILS
30 WASHINGTON STREET
SARATOGA SPRINGS,
NY 12866
COPYRIGHT 2025 SPRING LINE
DESIGN "ALL RIGHTS RESERVED" AND
UNAUTHORIZED DUPLICATION IS A
VIOLATION OF APPLICABLE LAWS"
SCALE:1/4" = 1'-0"
A1 FOUNDATION PLAN
PLAN NORTH
SCALE:REF: 3/4" = 1'-0"
G20 WALL CORNER AND TEE REINFORCEMENT
A1 / S-100
SCALE:REF:1" = 1'-0"
A20 FOUNDATION WALL JOINT DETAILS
A1 / S-100
SCALE:REF:1 1/2" = 1'-0"
Q1 SLAB ON GRADE DETAIL
A1 / S-100
SCALE:REF:3/4" = 1'-0"
M18 ENTRY SLAB WITH FROST WALLS
A1 / S-100SCALE:REF:3/4" = 1'-0"
M11 EXTERIOR STAIR DETAIL
A1 / S-100
SCALE: 3/4" = 1'-0"REF: A1 / S-100
A11 TYPICAL FOUNDATION WALL SECTION