HomeMy WebLinkAbout20241018 NYS Route 29 Prime Station Lane Site Plan Revised PlansFi
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C-1
TAX PARCELS 165-2-70, 165-2-18 AND 165-2-19
NYS ROUTE 29/WASHINGTON AVE
LOCATION MAP
SITE
SARATOGA STATION AND WASHINGTON AVE
AUGUST 1, 2025
CITY OF SARATOGA SRPINGS
SUBMISSIONS
CITY OF SARATOGA, PRELIMINARY SUBMISSION JULY 12, 2024
CITY OF SARATOGA, 2ND SUBMISSION APRIL 10, 2025
CITY OF SARATOGA, 3RD SUBMISSION AUGUST 1, 2025
SHEET INDEX
C-1 COVER
C-2 NOTES
C-3 UDO SITE COMPLIANCE PLAN
C-4 UDO SITE COMPLIANCE PLAN
C-5 EXISTING CONDITIONS AND REMOVAL PLAN
C-6 SUBDIVISION PLAN
C-7 EASEMENTS
C-8 LAYOUT PLAN
C-9 GRADING PLAN
C-10 SPOT GRADING PLAN
C-11 SPOT GRADING PLAN
C-12 UTILITY PLAN
C-13 POWER SUPPLY AND GAS PLAN
C-14 LIGHTING PLAN
C-15 SIGNAGE AND STRIPING PLAN
C-16 SITE FEATURES AND LAND COVERAGE MATERIAL PLAN
C-17 EROSION CONTROL PLAN
C-18 5 ACRE DISTURBANCE PLAN
C-19 PLAN AND PROFILES
C-20 PLAN AND PROFILES
C-21 IMPROVEMENTS ON NYS ROUTE 29
C-22 PHASE 1 CONSTRUCTION
C-23 PHASE 2 CONSTRUCTION
C-24 PHASE 3 CONSTRUCTION
W-1 ACOE WETLANDS IMPACT AND CITY BUFFER IMPACT MAP
D-1 TO D-5 DETAILS
WZ-1 WORK ZONE TRAFFIC CONTROL
L100-L111- LANDSCAPING PLANS (SARATOGA ASSOCIATES)
APPLICANT
PRIME COMPANIES
621 COLUMBIA STREET EXT.
COHOES NY 12047
518-785-9000
DEAN DEVITO
DDEVITO@CBCPRIME.NET
OWNER
EP LAND SERVICES LLC
621 COLUMBIA STREET- COHOES, NY 12047
PHONE: 518-785-9000
PRIME COMPANIES
621 COLUMBIA STREET EXT.
COHOES NY 12047
518-785-9000
DEAN DEVITO
DDEVITO@CBCPRIME.NET
MIXED USED DEVELOPMENT SITE PLANS
PRIME COMPANIES
STATION PARK SUBDIVISION AND CIVIL SITE PLANS
CITY APPROVAL
NYS DEPT. OF HEALTH APPROVAL
DA
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
NE
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ZONING MAP
LEGEND
EXISTING PROPOSED
CONTOUR MINOR
CONTOUR MAJOR
EDGE OF PATH
WOODS/BRUSH
STORM LINE
UTILITY POLE
PROPERTY LINE
WATERLINE
HYDRANT
GUIDERAIL
CONTOUR MINOR
CONTOUR MAJOR
SEPTIC TANK
ELECTRIC LINE
STORM LINE
1550
1549
UE UE
PROPERTY LINE
SETBACK LINE
SANITARY LINE
FENCE
DITCH LINE
SIGNS/BILLBOARDS
CATCH BASIN
ABBREVIATIONS
SPOT ELEVATION X ELEV.
TOP OF WALL TRW
BOTTOM OF WALL BRW
TOP OF STAIRS TS
BOTTOM OF STAIRS BS
FINISH GRADE FG
SMOOTH INTERIOR POLYETHYLENE PIPE SICPP
FINISH FLOOR ELEVATION FFE
GARAGE FLOOR ELEVATION GFE
BASEMENT FLOOR ELEVATION BFE
TOP OF CURB TC
BOTTOM OF CURB BC
TOP OF GUTTER TW
BOTTOM OF GUTTER BW
TOP OF WATERMAIN ELEVATION TWM
GUTTER/DOWN SPOUT DS
SEWER CLEANOUT
FES
CULVERT STONE-LINED
APRON PROTECTION
IN-PAVEMENT INLET
SILT PROTECTION
OUT-OF-PAVEMENT
INLET SILT PROTECTION
SILT FENCE
WATER LINE W
NATURAL GAS LINE GAS
LINEAR OBJECT TO BE
DEMOLISHED
PROPERTY LINE TO
BE ABANDONED
CHAIN LINK FENCE ●●●●●●●
SHADOWBOX FENCE ■■■■■■■
ASPHALT SURFACE
CONCRETE SURFACE
SANITARY MANHOLE
HYDRANT
BLDG. WATER SUPPLY
BLDG. WATER SHUT OFF VALVE
BLDG. SEWER LATERAL
W
ST ST
SL SL SL SL SL
WS WS WS WS WS
SIDEWALK
SAN
SIGNAGE
LIGHTING
FORCEMAIN FM
ASPHALT SURFACE
(HEAVY DUTY)
SEWER LINE
OVERHEAD POWER OHW
UNDERGROUND CABLE-PHONE UECP
OVERALL GREEN SPACE CALCULATION
BUILDINGS SIZES (IMPERVIOUS AREA)
BUILDING #1=63,470 SF
BUILDING #2=63,470 SF
ROWHOUSE #1 TO #6=8,376 SF
ROWHOUSE #7 TO #12=8,496 SF
ROWHOUSE #13 TO #18=8,496 SF
ROWHOUSE #19 TO #24=8,376 SF
ROWHOUSE #25 TO #30=8,496 SF
ROWHOUSE #31 TO #34=6,330 SF
ROWHOUSE #35 TO #40=8,496 SF
ROWHOUSE #41 TO #46=8,496 SF
HOTEL= 19,500 SF
MAINTENANCE BUILDING= 2,000 SF
MISC. (PAVILIONS, ETC.)= 3,592 SF
TOTAL OF STRUCTURE= 217,594 SF OR +/- 5.0 ACRES
PAVEMENT= 216,317 SF
CONCRETE (SIDEWALK OR PADS) , PAVERS, PLAYGROUND MAT= 63,433 SF
TOTAL IMPERVIOUS AREA= 495,483 SF OR 11.41 ACRES
OVERALL GREEN SPACE= 17.6 AC (LOT AREA) - 11.41 AC (IMPERVIOUS) /17.6 AC (LOT AREA)=35%
FOR INDIVIDUAL LOTS, SEE C-3 FOR CALCULATIONS
SITE
SITE INFORMATION
ZONING: NC- NEIGHBORHOOD CENTER DISTRICT (T-5)
USES- MULTIFAMILY, TOWNHOUSES AND HOTEL ARE PERMITTED USES PER
TABLE 8-A
MAXIMUM HEIGHT:
LOT SIZE:
MINIMUM LOT WIDTH:
LOT COVERAGE:
50 FEET
NONE
NONE
50%
ALLOWED
50 FEET
17.6 ACRES
92 FEET
28%
PROPOSED
NO
NO
NO
VARIANCE REQUIRED
MAXIMUM FRONT BLDG. SETBACK:12 FEET
REQUIRED
VARIES
PROPOSED
YES (SEE- C-3)
VARIANCE REQUIREDSETBACK REQUIREMENTS
MINIMUM SIDE BLDG. SETBACK:0 FEET 0 FEET NO
MINIMUM REAR BLDG. SETBACK:0 FEET 0 FEET NO
REQUIRED-
MULTI-FAMILY= 1.5 SPACES PER UNIT= 344 UNITS X 1.5= 516 PARKING SPACES
ROW HOUSE/TOWNHOUSE=1.5 SPACES PER UNIT= 46 UNITS X 1.5= 69 PARKING SPACES
HOTEL= 1.5 SPACES PER ROOM= 110 ROOMS X 1.5=165 PARKING SPACES
MAINTENANCE BLDG.=1 SPACES
TOTAL REQUIRED= 751 PARKING SPACES
PARKING
PROPOSED-
STREET PARKING=157 PARKING SPACES
UNDERGROUND PARKING (MULTI-FAMILY BLDG #1 & #2)= 327 PARKING SPACE
ROW HOUSE ATTACHED GARAGES=
32 UNITS X 1 GARAGE + 14 UNITS X 2 GARAGE= 60 COVERED PARKING SPACES
MAINTENANCE BLDG. GARAGE=4 SURFACE SPACES AND 2 GARAGE SPACE
SURFACE PARKING (BLDG #1 & #2)= 32 PARKING SPACES
SURFACE PARKING (BEHIND ROW HOUSING #7 TO #24)= 15 PARKING SPACES
SURFACE PARKING (BEHIND ROW HOUSING #26 TO #30)= 13 PARKING SPACES
SURFACE PARKING (BEHIND ROW HOUSING #31 TO #46)= 14 PARKING SPACES
SURFACE PARKING (BY PLAYGROUND)=28 PARKING SPACES
HOTEL
SURFACE PARKING (HOTEL)= 81 PARKING SPACES
COVERED PARKING (HOTEL)= 18 PARKING STALLS
TOTAL PROPOSED= 751 PARKING SPACES
ADA PARKING- REQUIRED= 2% OF TOTAL OR 15 PARKING STALLS
ADA PARKING- PROPOSED= 18 PARKING STALLS
-4 IN BLDG #1,
-4 IN BLDG. #2,
-2 PARALLEL ON STREET,
-4 BY HOTEL,
-4 SURFACE BY BLDG #1 AND #2
NO
CONSTRUCTION SEQUENCE
General
1.CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE.
2.TREE REMOVAL AND ROUGH GRADE SITE.
3.INSTALL DRAINAGE SYSTEM, WATER LINE, GRAVITY SEWER, ETC.
4.INSTALL TEMPORARY CATCH BASIN INLET PROTECTION.
5.CONSTRUCT INFILTRATION ARRAYS/BASINS
6.INSTALL SUBBASE FOR PARKING LOTS/ROADS
7.INSTALL PAVEMENT.
8.SOIL RESTORATION
9.FINISH GRADE AROUND BUILDING AND SEED/INSTALL PLANTING.
SEE SHEETS C- 22 TO C-24 FOR SPECIFIC PHASING AND WHAT BUILDINGS, UTILITIES,
ROADS, ETC WILL BE BUILT ER PHASE. SEE C-18 FOR ADDITIONAL CONSTRUCTION
SEQUENCE.
SOIL RESTORATION
1.APPLY 3 INCHES OF COMPOST OVER SUBSOIL.
2.TILL COMPOST INTO SUBSOIL TO DEPTH OF AT LEAST 12 INCHES USING
XCAT-MOUNTED RIPPER, TRACTOR MOUNTED DISC, OR TILLER, MIXING AND
CIRCULATING AIR AND COMPOST INTO SUBSOILS.
3.ROCK-PICK UNTIL UPLIFT STONE/ROCK MATERIALS OF FOUR INCHES AND
LARGER SIZE ARE CLEANED OFF THE SITE.
4.APPLY TOPSOIL TO DEPTH OF 6 INCHES
5.VEGETATE AS REQUIRED BY APPROVED PLAN.
MINIMUM HEIGHT:24 FEET 24 FEET NO
REQUIRED-
MULTI-FAMILY= 1 PER 4 D.U.= 0.25 X 344 UNITS = 86 BICYCLES SPACES
ROW HOUSE/TOWNHOUSE=1 PER 4 D.U.= 0.25 X 46 UNITS = 11 BICYCLES SPACES
HOTEL= 0 BICYCLES SPACES
TOTAL REQUIRED= 97 BICYCLE SPACES
BICYCLE SPACES
PROPOSED-
BLDG #1, #2, #3 AND #4 (MULTIFAMILY)= 4 PODS OF 20 BICYCLES= 80 BICYCLES SPACES
ROW HOUSING= 2 PODS OF 8 BICYCLES+ 1 POD OF 2=18 BICYCLES SPACES
TOTAL PROPOSED= 98 BICYCLE SPACES
REQUIRED-
2% OF EVSE-INSTALLED AND MINIMUM 1 ADA PARKING SPACE
TOTAL EVSE REQUIRED=15 PARKING STALLS
ELECTRIC VEHICLE CHARGING STATIONS SPACES
PROPOSED-
16 EVSE SPACES WITH 5 ADA EVSE PARKING STALLS
- 4 HOTEL, (ONE EVSE ADA SPACE)
- 12 SURFACE BY BLDG #1 AND #2
TOTAL PROPOSED= 16 EVSE PARKING SPACES
BIKE CHARGING STATIONS
REQUIRED=0
PROPOSED 4 STATIONS WITH 4 CHARGING PORTS OR TOTAL OF 16 BIKE DEDICATED CHARGING PORTS
2022-02
JULY 2024
CITY OF SARATOGA SPRING
STANDARD PLAN NOTES
1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS,
ORDINANCES, RULES AND REGULATIONS.
2.THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL
GEODETIC VERTICAL DATUM, 1929.
3.APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO
THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE
POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN.
4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY
ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A
DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE
CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/
DEVELOPER.
5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND
APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION.
6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING
MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES.
7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT
OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT OF WAY OF ANY CITY
STREET, ROAD OR ALLEY.
8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED.
9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO
PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC
RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO
APPLY.
10.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE
LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF
THE AS-BUILT DRAWING.
11.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN
ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN
FULLY STABILIZED; AND AN "AS-BUilT' DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CITY ENGINEER.
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SOIL TEST PIT AND PERCOLATION DATA
BY: GIFFORD ENGINEERING
DATE 6-20-24
TP – 8A (ground elevation 323.4’±)
0.0’-0.3’Dark brown, moist, topsoil with roots to a depth of about 3.0 feet.
0.3’-3.0’Brown, moist, Sand, trace Silt, SP, native.
3.0’-7.0’Similar except grey and moist to wet. Becomes wet at 7.5 feet. Sidewalls collapsing at about 6 feet.
End of test pit at 8.0’. Water encountered at about 7.5 feet.
TP – 10A (ground elevation 323.1’±)
0.0’-0.3’Dark brown, moist, topsoil with roots to a depth of about 4.0 feet.
0.3’-9.0’Brown, moist, Sand, trace Silt, SP, native. Sidewalls collapsing at about 5 feet.
End of test pit at 9.0’. No water was encountered.
BY: GIFFORD ENGINEERING
DATE 3-6-24
TP - 1 (ground elevation 320.4')
0.0'-1.0'Dark brown, moist, topsoil with roots to a depth of about 1.0 foot.
1.0'-7.0'Grey/brown, moist to wet, mottled Sand, trace Silt, SP, native. Sidewalls collapsing at about 5.0 feet.
Seasonal high water table at about 1.5 feet.
End of test pit at 7.0'. Water encountered at about 5.5 feet. Note: A 2-inch diameter PVC monitoring well from a previous
site investigation was located about 50 feet south of TP - 1, about 3 feet higher in grade than TP - 1. Water in well at about
8.0 feet below grade or approximate elevation 315.0'.
TP - 2 (ground elevation 323.1')
0.0'-0.3'Dark brown, moist, topsoil with roots to a depth of about 2.0 feet.
0.3'-6.0'Brown, moist, Sand, trace Silt, SP, native. Becomes mottled at about 3 feet deep.
Seasonal high water table at about 3 feet.
End of test pit at 6.0'. Water encountered at about 5.5 feet.
TP - 3 (ground elevation 326.0')
0.0'-0.5'Dark brown, moist, topsoil with roots to a depth of about 1.0 foot.
0.5'-8.5'Brown, moist, Sand, trace Silt, SP, native. Becomes mottled at about 8 feet deep.
Seasonal high water table at about 8 feet. Sidewalls collapsing at about 7 feet.
End of test pit at 8.5'. Water encountered at about 7 to 8 feet.
TP - 4 (ground elevation 320.4')
0.0'-0.5'Dark brown, moist, topsoil with roots to a depth of about 1.0 foot.
0.5'-5.5'Grey/brown, wet, mottled Sand, trace Silt, SP, native.
Seasonal high water table at about 0.5 feet. Sidewalls collapsing at about 2 feet.
End of test pit at 5.5'. Water encountered at about 5.0 feet.
TP - 5 (ground elevation 321.7')
0.0'-1.0'Dark brown, moist, topsoil with roots to a depth of about 2.5 feet.
1.0'-7.5'Brown, moist, Sand, trace Silt, SP, native. Becomes mottled at about 4 feet deep.
Seasonal high water table at about 4 feet. Sidewalls collapsing at about 4 feet.
End of test pit at 7.5'. Water encountered at about 7.0 feet.
TP - 6 (ground elevation 321.6')
0.0'-1.3'Dark brown, moist, topsoil with roots to a depth of about 3.5 feet.
1.3'-8.0'Brown, moist, Sand, trace Silt, SP, native. Becomes mottled at about 4 feet deep.
Seasonal high water table at about 4 feet. Sidewalls collapsing at about 4 feet.
End of test pit at 8.0'. Water encountered at about 8.0 feet.
TP - 7 (ground elevation 324.3')
0.0'-0.2'Dark brown, moist, topsoil with roots to a depth of about 1.0 foot.
0.2'-8.0'Brown, moist, Sand, trace Silt, SP, native. Sidewalls collapsing at about 6 feet.
End of test pit at 8.0'. No water was encountered.
TP - 8 (ground elevation 323.4')
0.0'-0.3'Dark brown, moist, topsoil with roots to a depth of about 2.0 feet.
0.3'-8.0'Brown, moist, Sand, trace Silt, SP, native.
Sidewalls collapsing at about 3 feet.
End of test pit at 8.0'. No water was encountered.
TP - 9 (ground elevation 321.3')
0.0'-1.0'Dark brown, moist, topsoil with roots to a depth of about 3.0 feet.
1.0'-7.0'Brown, moist, Sand, trace Silt, SP, native. Becomes mottled at about 5 feet deep.
Seasonal high water table at about 5 feet. Sidewalls collapsing at about 5 feet.
End of test pit at 7.0'. Water encountered at about 6.0 feet.
TP - 10 (ground elevation 323.1')
0.0'-1.0'Dark brown, moist, topsoil with roots to a depth of about 4.0 feet.
1.0'-8.0'Brown, moist, Sand, trace Silt, SP, native.
Sidewalls collapsing at about 5 feet.
End of test pit at 8.0'. No water was encountered.
TP - 11 (ground elevation 323.6')
0.0'-1.0'Dark brown, moist, topsoil with roots to a depth of about 3.0 feet.
1.0'-6.0'Brown, moist, Sand, trace Silt, SP, native.
Sidewalls collapsing at about 4 feet.
End of test pit at 6.0'. No water was encountered.
UTILITY ABBREVIATIONS
STORM CATCH BASIN CB #
STORM MANHOLE STMH #
STORM FLARE END SECTION FES #
STORM PIPE P #
STORM CLEANOUT CO #
STORM FIELD INLET FI #
WATER VALVE WV
SEWER MANHOLE MH #
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9
X
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
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7
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E
#
1
5
RO
W
H
O
U
S
E
#
1
6
RO
W
H
O
U
S
E
#
1
7
RO
W
H
O
U
S
E
#
1
8
RO
W
H
O
U
S
E
#
4
1
RO
W
H
O
U
S
E
#
4
2
RO
W
H
O
U
S
E
#
4
3
RO
W
H
O
U
S
E
#
4
4
RO
W
H
O
U
S
E
#
4
5
RO
W
H
O
U
S
E
#
4
6
RO
W
H
O
U
S
E
#
3
5
RO
W
H
O
U
S
E
#
3
6
RO
W
H
O
U
S
E
#
3
7
RO
W
H
O
U
S
E
#
3
8
RO
W
H
O
U
S
E
#
3
9
RO
W
H
O
U
S
E
#
4
0
RO
W
H
O
U
S
E
#
3
1
RO
W
H
O
U
S
E
#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
RO
W
H
O
U
S
E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
EV
RO
W
H
O
U
S
E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
S
E
#
2
1
RO
W
H
O
U
S
E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
LOADING ZONE
EV
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
LOADING
ZONE
LOADING
ZONE
LOADING ZONE
MAINT.
BLDG./
COVERED
PATIO
67'x32'
RO
W
H
O
U
S
E
#
2
5
RO
W
H
O
U
S
E
#
2
6
RO
W
H
O
U
S
E
#
2
7
RO
W
H
O
U
S
E
#
2
8
RO
W
H
O
U
S
E
#
2
9
RO
W
H
O
U
S
E
#
3
0
LOADING ZONE
EVEVEV
EV EV EV EV
EV
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
O
U
S
E
#
9
RO
W
H
O
U
S
E
#
1
0
RO
W
H
O
U
S
E
#
1
1
RO
W
H
O
U
S
E
#
1
2
RO
W
H
O
U
S
E
#
1
3
RO
W
H
O
U
S
E
#
1
4
RO
W
H
O
U
S
E
#
1
5
RO
W
H
O
U
S
E
#
1
6
RO
W
H
O
U
S
E
#
1
7
RO
W
H
O
U
S
E
#
1
8
RO
W
H
O
U
S
E
#
4
1
RO
W
H
O
U
S
E
#
4
2
RO
W
H
O
U
S
E
#
4
3
RO
W
H
O
U
S
E
#
4
4
RO
W
H
O
U
S
E
#
4
5
RO
W
H
O
U
S
E
#
4
6
RO
W
H
O
U
S
E
#
3
5
RO
W
H
O
U
S
E
#
3
6
RO
W
H
O
U
S
E
#
3
7
RO
W
H
O
U
S
E
#
3
8
RO
W
H
O
U
S
E
#
3
9
RO
W
H
O
U
S
E
#
4
0
RO
W
H
O
U
S
E
#
3
1
RO
W
H
O
U
S
E
#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
RO
W
H
O
U
S
E
#
6
RO
W
H
O
U
S
E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
S
E
#
2
1
RO
W
H
O
U
S
E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
MAINT.
BLDG./
COVERED
PATIO
67'x32'
DOG PARK PLAYGROUND
POOL
16X40 OPEN
LAWN
POOL
16X25
RO
W
H
O
U
S
E
#
2
5
RO
W
H
O
U
S
E
#
2
6
RO
W
H
O
U
S
E
#
2
7
RO
W
H
O
U
S
E
#
2
8
RO
W
H
O
U
S
E
#
2
9
RO
W
H
O
U
S
E
#
3
0
DA
T
E
No
.
DE
S
C
R
I
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T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
I
S
I
O
N
S
DATE:
PROJ. No.:
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0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
NE
W
Y
O
R
K
AS SHOWN
MINIMUM BUILD-OUT PLAN
SCALE: 1"=60'
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
GARAGE PARKING
BUILDING HEIGHT PLAN
SCALE: 1"=60'
#2#1
#14
#13 #5
#4
#3
#6 #7
#8
#9#10
#11
#12
#16#15
#28
#27
#19 #18
#17
#20 #21
#22
#23#24
#25 #26
#29
#30
1ST FLOOR
2ND FLOOR
3RD FLOOR
4TH FLOOR
HOTEL
BLDG. #1 AND #2
2022-02
#31
#32 #33
#34
#35
AVERAGE GRADE ELEVATION PER ARTICLE 21.4.F AND G. THE HOTEL IS BELOW 50
FOOT HEIGHT REQUIREMENT AND NOT SUBJECT TO AN AREA VARIANCE. THE
PROPOSED MULTI-FAMILY BUILDING #1 AND #2 EXCEED THE HEIGHT
REQUIREMENT OF 50 FEET BY A MAXIMUM OF 3.63 FEET.
PER TABLE 4-D OF UDO CODE #5, HIGH PERFORMANCE CONSTRUCTION II, UP TO 5
BONUS POINT OR 5 FEET CAN BE UTILIZED AS THE PROPOSED CONSTRUCTION OF
THE MULTI-FAMILY BUILDINGS WILL MEET THIS REQUIREMENT. IF DESIGN REVIEW
BOARD GRANTS 4 BONUS POINTS (4 FEET) AN AREA VARIANCE ON HT. OF
MULTI-FAMILY BUILDINGS #1 AN #2 IS NOT REQUIRED.
BUILDING HEIGHT DETERMINED FROM ARTICLE 21.4.D AND PER ARCHITECTURAL PLANS.
NOTE:NOTE:
LOT #2 LOT #3 LOT #4 LOT #5
LOT #1
LOT #6
LOT #7 LOT #8 LOT #9
LOT #10
LOT #11 LOT #12 LOT #13
PERCENT BUILD-OUT ALONG FRONTAGE
BUILD-TO ZONE
MULTIFAMILY, HOTEL AND MAINTENANCE BLDG.
UDO 21.4.B.1 (BUILD-TO ZONE-BTZ)
UDO 4.4.A TABLE 4-C
REQUIRED-0 FOOT MIN. TO 12 FOOT MAXIMUM
VARIANCE
YES
VARIANCE
MAYBE
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
-
2
-
1
8
,
&
1
6
5
-
2
-
1
9
NY
S
R
O
U
T
E
2
9
(
W
A
S
H
I
N
G
T
O
N
A
V
E
)
PR
I
M
E
C
O
M
P
A
N
I
E
S
-
S
T
A
T
I
O
N
P
A
R
K
LOT 1 - PROPOSED= 186 FOOT
CITY WETLAND BUFFER (UDO 7.1.D) AND 50 FOOT SETBACK HAS LIMITED
THE TOTAL PERCENTAGE BUILD OUT ALONG ROADS OF LOT 1.
TOWNHOUSES/ROWHOUSES
UDO 21.4.B.1 (BUILD-TO ZONE-BTZ)
TOWNHOUSES IN NC (T-5) ZONE DEFAULT TO UN (T-4) ZONING REQUIREMENTS)
UDO 4.3.A TABLE 4-A
VARIANCE
YESLOT 1 - PROPOSED= 81 FOOT
CITY WETLAND BUFFER (UDO 7.1.D) AND 50 FOOT SETBACK HAS LIMITED
THE TOTAL PERCENTAGE BUILD OUT ALONG ROADS OF LOT 7.
TOWNHOUSES/ROWHOUSES
BULK AREA REQUIREMNETS
TOWNHOUSES IN NC (T-5) ZONE DEFAULT TO UN (T-4) ZONING REQ.)
UDO 4.3.A TABLE 4-A
TOWNHOUSES/ROWHOUSES
BULK AREA REQUIREMNETS
TOWNHOUSES IN NC (T-5) ZONE DEFAULT TO UN (T-4) ZONING REQ.)
UDO 4.3.A TABLE 4-AUDO 21.4.B.2 (BUILD OUT PERCENTAGE)
UDO 4.4.A TABLE 4-C
LOT 1 -
LOT 6 -
LOT 7 -
LOT 8 -
VARIANCE
YES
YES
NO
NO
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
O
U
S
E
#
9
RO
W
H
O
U
S
E
#
1
0
RO
W
H
O
U
S
E
#
1
1
RO
W
H
O
U
S
E
#
1
2
RO
W
H
O
U
S
E
#
1
3
RO
W
H
O
U
S
E
#
1
4
RO
W
H
O
U
S
E
#
1
5
RO
W
H
O
U
S
E
#
1
6
RO
W
H
O
U
S
E
#
1
7
RO
W
H
O
U
S
E
#
1
8
RO
W
H
O
U
S
E
#
4
1
RO
W
H
O
U
S
E
#
4
2
RO
W
H
O
U
S
E
#
4
3
RO
W
H
O
U
S
E
#
4
4
RO
W
H
O
U
S
E
#
4
5
RO
W
H
O
U
S
E
#
4
6
RO
W
H
O
U
S
E
#
3
5
RO
W
H
O
U
S
E
#
3
6
RO
W
H
O
U
S
E
#
3
7
RO
W
H
O
U
S
E
#
3
8
RO
W
H
O
U
S
E
#
3
9
RO
W
H
O
U
S
E
#
4
0
RO
W
H
O
U
S
E
#
3
1
RO
W
H
O
U
S
E
#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
RO
W
H
O
U
S
E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
EV
RO
W
H
O
U
S
E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
S
E
#
2
1
RO
W
H
O
U
S
E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
LOADING ZONE
EV
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
LOADING
ZONE
LOADING
ZONE
LOADING ZONE
MAINT.
BLDG./
COVERED
PATIO
67'x32'
RO
W
H
O
U
S
E
#
2
5
RO
W
H
O
U
S
E
#
2
6
RO
W
H
O
U
S
E
#
2
7
RO
W
H
O
U
S
E
#
2
8
RO
W
H
O
U
S
E
#
2
9
RO
W
H
O
U
S
E
#
3
0
LOADING ZONE
EVEVEV
EV EV EV EV
EV
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
STATION PARK AVE
LOADING ZONE
ST
A
T
I
O
N
L
A
N
E
NY
S
R
O
U
T
E
2
9
X
X
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
O
U
S
E
#
9
RO
W
H
O
U
S
E
#
1
0
RO
W
H
O
U
S
E
#
1
1
RO
W
H
O
U
S
E
#
1
2
RO
W
H
O
U
S
E
#
1
3
RO
W
H
O
U
S
E
#
1
4
RO
W
H
O
U
S
E
#
1
5
RO
W
H
O
U
S
E
#
1
6
RO
W
H
O
U
S
E
#
1
7
RO
W
H
O
U
S
E
#
1
8
RO
W
H
O
U
S
E
#
4
1
RO
W
H
O
U
S
E
#
4
2
RO
W
H
O
U
S
E
#
4
3
RO
W
H
O
U
S
E
#
4
4
RO
W
H
O
U
S
E
#
4
5
RO
W
H
O
U
S
E
#
4
6
RO
W
H
O
U
S
E
#
3
5
RO
W
H
O
U
S
E
#
3
6
RO
W
H
O
U
S
E
#
3
7
RO
W
H
O
U
S
E
#
3
8
RO
W
H
O
U
S
E
#
3
9
RO
W
H
O
U
S
E
#
4
0
RO
W
H
O
U
S
E
#
3
1
RO
W
H
O
U
S
E
#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
RO
W
H
O
U
S
E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
RO
W
H
O
U
S
E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
S
E
#
2
1
RO
W
H
O
U
S
E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
MAINT.
BLDG./
COVERED
PATIO
67'x32'
RO
W
H
O
U
S
E
#
2
5
RO
W
H
O
U
S
E
#
2
6
RO
W
H
O
U
S
E
#
2
7
RO
W
H
O
U
S
E
#
2
8
RO
W
H
O
U
S
E
#
2
9
RO
W
H
O
U
S
E
#
3
0
DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
C-4
SEAL
UD
O
S
I
T
E
C
O
M
P
L
I
A
N
C
E
P
L
A
N
DRAFT
EP
LA
N
D
S
E
R
V
I
C
E
S
L
L
C
62
1
C
O
L
U
M
B
I
A
S
T
R
E
E
T
-
C
O
H
O
E
S
,
N
Y
1
2
0
4
7
PH
O
N
E
:
5
1
8
-
7
8
5
-
9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
NE
W
Y
O
R
K
AS SHOWN
2022-02
STATION PARK AVE AND
RAILROAD AVE (PRIVATE ROAD)
UDO 9.1.D.1 (SIGHT VISIBILITY)
STATION PARK AVE AND
CONNECTION ROAD (PRIVATE ROAD)
UDO 9.1.D.1 (SIGHT VISIBILITY)
STATION PARK AVE AND
RAILROAD AVE (PRIVATE ROAD)
UDO 9.1.D.1 (SIGHT VISIBILITY)
SCALE: 1"=40'SCALE: 1"=40'SCALE: 1"=40'
INTERSECTION VISIBILITY
SCALE: 1"=60'
SEE ENLARGEMENT BELOW
SEE ENLARGEMENT BELOW
SEE ENLARGEMENT BELOW
MISCELLANEOUS UDO CODE
SARATOGA PARK AVE (CITY ROAD-PROPOSED)
UDO 18.3.A, BLOCK LENGTH IS 900 FEET, MAXIMUM ALLOWED IS 1,000 FEET
UDO 18.4.A, COMPLETE STREET PROPOSED
UDO 18.4.B, RIGHT-OF-WAY PER TYPICAL SECTION "LOCAL STREET:
NEIGHBORHOOD TWO-LANE DIVIDED STREET- ARTICLE 18.8
UDO 18.4.C. SEE THIS SHEET, SITE VISIBILITY
UDO 18.4.D SEE SHEET C-7 FOR RADIUS INFORMATION
GENERAL
UDO 7.1 D. REQUIRES A 50 FOOT BUFFER AROUND FEDERAL WETLANDS. SEE
W-1 FOR PROPOSED WETLAND IMPACTS AND BUFFER IMPACTS.
UDO 7.1.E IS NOT APPLICABLE AS WATERCOURSE WIDTH IS LESS THAN 10 FEET.
UDO 9.3.C MINIMUM PUBLIC CIVIC SPACE IS 5% OF THE TOTAL LOT AREA.
CIVIC SPACE REQUIRED= 0.885 ACRES (17.7 ACRES x5%)
CIVIC SPACES ON SITE- 0 ACRES
CONTRIBUTION TO CITY BY DEVELOPER TO ENHANCE PARK OR NATURE TAILS
TO NORTH OF SITE.
UDO 10.5.B - PARKING, SEE C-2 FOR CALCULATIONS AND C-7 AND C-14 FOR
LOCATIONS
UDO 10.5.E - BICYCLE, SEE C-2 FOR CALCULATIONS AND C-7 AND C-15 FOR
LOCATIONS
UDO 10.5.F - EV, SEE C-2 FOR CALCULATIONS AND C-7 AND C-14 FOR LOCATIONS
UDO 10.5.G - PARKING, SEE C-2 FOR CALCULATIONS.
UDO 11.9.C. A TOTAL OF 671 SIGNIFICANT TREES WERE LOCATED ON THE
PARCELS. 619 SIGNIFICANT TREES WILL BE REMOVED AND 52 TO REMAIN. THE
PROPOSED LANDSCAPING PLAN HAS 424 TREES THAT ARE BEING PROPOSED.
THE 52 EXISTING TREES ARE ALLOWED TO BY COUNTED TWICE PER 11.9.D OF
CODE OR PROPOSED/EXISTING TREES TOTALS=528 TREES AND 619 WILL BE
REMOVED OR A VARIANCE OF 91 ADDITIONAL SIGNIFICANT TREES.
STEEP SLOPES
SCALE: 1"=60'
WASHINGTON AVE/NYS ROUTE 29
UDO 9.2 B- STEEP SLOPE DISTURBANCE
NO AREAS IN SITE CONTAINS "STEEP SLOPES" 15% TO 25% RANGE OR "VERY STEEP SLOPE"
GREATER THAN 25% AS THERE IS NOT 2000 SF OF CONTIGUOUS AREA.
AREA ALONG WASHINGTON AVE AND IN R.O.W. THERE ARE SLOPES IN THIS AREA ARE CONSIDER
"VERY STEEP SLOPES PER UDO 9.2.B
UDO 9.2 C- STEEP SLOPE DISTURBANCE
AREA OF VERY STEEP SLOPES= +/-32,740 SF
DISTURBANCE AREA= 5,281 SF
PERCENTAGE DISTURBED= 16%
ALLOWED= 10%
LEGEND
STEEP SLOPE AREA
STEEP SLOPE IMPACT AREA
VARIANCE
YES
VARIANCE
NO
NO
NO
NO
NO
VARIANCE
NO
VARIANCE
NO
VARIANCE
NO
NO
NO
NO
YES
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
-
2
-
1
8
,
&
1
6
5
-
2
-
1
9
NY
S
R
O
U
T
E
2
9
(
W
A
S
H
I
N
G
T
O
N
A
V
E
)
PR
I
M
E
C
O
M
P
A
N
I
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S
-
S
T
A
T
I
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P
A
R
K
ST
A
T
I
O
N
L
A
N
E
NY
S
R
O
U
T
E
2
9
X
X
X
Area = 16.86± Acres
TAX PARCEL 165-2-70
P-1
P-5 P-6
P-8
P-11
TP-1
TP-2
TP-3 TP-4
TP-6
TP-8
TP-7
TP-11
TP-10
TP-9
TP-5
Area = 0.83± Acres
TAX PARCEL 165-2-18 &19
P-8A
TP-8A
P-10A
TP-10A
DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
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I
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T
A
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/
R
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V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
Fi
l
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e
:
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:
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s
e
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s
\
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a
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EX
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DRAFT
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62
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O
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S
,
N
Y
1
2
0
4
7
PH
O
N
E
:
5
1
8
-
7
8
5
-
9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
NE
W
Y
O
R
K
RE
M
O
V
A
L
P
L
A
N
SURVEY PREPARED BY:
1"=40'
LEGEND:
SBH - Shag Bark Hickory
WP - White Pine
BC - Black Cherry
RM - Red Maple
M - Maple
P - Poplar
W - Willow
A - Ash
O - Oak
Decidious
Conifer
2022-02
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
-
2
-
1
8
,
&
1
6
5
-
2
-
1
9
NY
S
R
O
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T
E
2
9
(
W
A
S
H
I
N
G
T
O
N
A
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)
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C
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P
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S
-
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T
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T
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P
A
R
K
UDO CODE 11.9
ST
A
T
I
O
N
L
A
N
E
NY
S
R
O
U
T
E
2
9
X
X
X
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
O
U
S
E
#
9
RO
W
H
O
U
S
E
#
1
0
RO
W
H
O
U
S
E
#
1
1
RO
W
H
O
U
S
E
#
1
2
RO
W
H
O
U
S
E
#
1
3
RO
W
H
O
U
S
E
#
1
4
RO
W
H
O
U
S
E
#
1
5
RO
W
H
O
U
S
E
#
1
6
RO
W
H
O
U
S
E
#
1
7
RO
W
H
O
U
S
E
#
1
8
RO
W
H
O
U
S
E
#
4
1
RO
W
H
O
U
S
E
#
4
2
RO
W
H
O
U
S
E
#
4
3
RO
W
H
O
U
S
E
#
4
4
RO
W
H
O
U
S
E
#
4
5
RO
W
H
O
U
S
E
#
4
6
RO
W
H
O
U
S
E
#
3
5
RO
W
H
O
U
S
E
#
3
6
RO
W
H
O
U
S
E
#
3
7
RO
W
H
O
U
S
E
#
3
8
RO
W
H
O
U
S
E
#
3
9
RO
W
H
O
U
S
E
#
4
0
RO
W
H
O
U
S
E
#
3
1
RO
W
H
O
U
S
E
#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
LOT #1
62,266 SF OR 1.42 AC.
LOT #2
15,589 SF OR 0.36 AC.
LOT #3
15,470 SF OR 0.36 AC.
LOT #4
15,351 SF OR 0.35 AC.
LOT #8
139,752 SF OR 3.21 AC.LOT #9
107,515 SF OR 2.47 AC.
LOT #10
162,875 SF OR 3.73 AC.
LOT #11
11,305 SF OR 0.26 AC.
LOT #12
15,470 SF OR 0.35 AC.
LOT #13
15,589 SF OR 0.35 AC.
LOT #6
73,380 SF OR 1.68 AC.
RO
W
H
O
U
S
E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
LOT #7
31,401 SF OR 0.72 AC.
RO
W
H
O
U
S
E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
S
E
#
2
1
RO
W
H
O
U
S
E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
MAINT.
BLDG./
COVERED
PATIO
67'x32'
RO
W
H
O
U
S
E
#
2
5
RO
W
H
O
U
S
E
#
2
6
RO
W
H
O
U
S
E
#
2
7
RO
W
H
O
U
S
E
#
2
8
RO
W
H
O
U
S
E
#
2
9
RO
W
H
O
U
S
E
#
3
0
LOT #5
15,708 SF OR 0.36 AC.
ST
A
T
I
O
N
L
A
N
E
NY
S
R
O
U
T
E
2
9
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
Fi
l
e
N
a
m
e
:
C
:
\
U
s
e
r
s
\
j
e
a
s
t
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n
\
O
n
e
D
r
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-
P
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e
C
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p
a
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s
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e
r
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g
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e
c
t
s
\
P
r
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e
C
o
m
p
a
n
i
e
s
\
2
0
2
2
\
2
0
2
2
-
0
2
-
S
a
r
a
t
o
g
a
S
t
a
t
i
o
n
\
0
4
-
C
a
d
F
i
l
e
\
S
t
a
t
i
o
n
P
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k
S
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t
e
P
l
a
n
8
-
1
-
2
5
.
d
w
g
(
L
a
y
o
u
t
:
C
-
6
)
Da
t
e
:
W
e
d
,
J
u
l
3
0
,
2
0
2
5
-
1
1
:
2
5
A
M
(
N
a
m
e
:
J
a
m
i
e
E
a
s
t
o
n
)
C-6
SEAL
LOT LEGEND
DRAFT
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
NE
W
Y
O
R
K
1"=40'
LOT #1
LOT #2 LOT #3 LOT #4 LOT #5
LOT #7
LOT #8 LOT #9
LOT #10
LOT #11 LOT #12 LOT #13
SU
B
D
I
V
I
S
I
O
N
P
L
A
N
2022-02
NYS DEPT. OF HEALTH APPROVAL
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
-
2
-
1
8
,
&
1
6
5
-
2
-
1
9
NY
S
R
O
U
T
E
2
9
(
W
A
S
H
I
N
G
T
O
N
A
V
E
)
PR
I
M
E
C
O
M
P
A
N
I
E
S
-
S
T
A
T
I
O
N
P
A
R
K
LOT #6
ADDRESS
LOT #BUILDING/USE SUGGESTED ADDRESSING
ST
A
T
I
O
N
L
A
N
E
NY
S
R
O
U
T
E
2
9
X
X
X
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
O
U
S
E
#
9
RO
W
H
O
U
S
E
#
1
0
RO
W
H
O
U
S
E
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2
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1
4
RO
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5
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8
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4
2
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4
3
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#
4
4
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4
5
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4
6
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3
6
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7
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3
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9
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3
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#
3
2
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#
3
3
RO
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#
3
4
LOT #1
62,266 SF OR 1.42 AC.
LOT #2
15,589 SF OR 0.36 AC.
LOT #3
15,470 SF OR 0.36 AC.
LOT #4
15,351 SF OR 0.35 AC.
LOT #8
139,752 SF OR 3.21 AC.LOT #9
107,515 SF OR 2.47 AC.
LOT #10
162,875 SF OR 3.73 AC.
LOT #11
11,305 SF OR 0.26 AC.
LOT #12
15,470 SF OR 0.35 AC.
LOT #13
15,589 SF OR 0.35 AC.
LOT #6
73,380 SF OR 1.68 AC.
RO
W
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#
1
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2
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3
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#
4
RO
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#
5
RO
W
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#
6
LOT #7
31,401 SF OR 0.72 AC.
RO
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#
1
9
RO
W
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#
2
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RO
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#
2
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RO
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#
2
2
RO
W
H
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U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
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Y
M
A
I
N
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N
A
N
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B
L
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G
.
10
0
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x
2
0
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STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
N8
8
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5
8
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0
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32
1
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S1° 07' 02.00"W 918.61'
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8
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5
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7
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N1° 07' 02.00"E 395.00'
N8
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11
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0
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S1° 07' 02.00"W 350.00'
S1° 07' 02.00"W
55.00'
26.00'
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0
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8
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S1° 07' 02.00"W 414.00'
N1° 07' 02.00"E 390.00'
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24
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0
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N1° 07' 02.00"E 825.00'
S1° 07' 02.00"W
55.00'
20.00'25.00'
40.00'
N
4
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PRIVATE ACCESS EASEMENT #1
PRIVATE ACCESS EASEMENT #3
CITY PUBLIC UTILITY AND
PRIVATE ACCESS EASEMENT #2
MAINT.
BLDG./
COVERED
PATIO
67'x32'
RO
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#
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5
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N1° 07' 02.00"E 384.00'
172.00'
N1° 07' 02.00"E 132.00'
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LOT #5
15,708 SF OR 0.36 AC.
DA
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THE ALTERATION OF THIS
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A COMPARABLE PROFESSIONAL,
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ARCHITECT, ENGINEER FOR AN
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BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
4
2
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10
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LOADING ZONE
EV
3
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
LOADING
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10
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2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
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A
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MAINT.
BLDG./
COVERED
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DA
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DATE:
PROJ. No.:
SCALE:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
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SCALE: 1"=100'BUILDING #1 UNDERGROUND PARKING PLAN
SCALE: 1"=60'
BUILDING #2 UNDERGROUND PARKING PLAN
SCALE: 1"=60'
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2
3
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W
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#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
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EV
STATION PARK AVE STATION PARK AVE
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EV EV EV EV EV EV
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MAINT.
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No
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DE
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B
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A
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R
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DATE:
PROJ. No.:
SCALE:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
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1"=40'
2022-02
JULY 2024
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1
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1
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3
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3
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3
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4
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2
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#
2
3
RO
W
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#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
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x
2
0
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■
■
■
■
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■
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■
■
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■
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■
■
■
■■■■■■■■■■■■■■■■■■■■■■■■■■
■
■
■
■■■■■■■■
MAINT.
BLDG./
COVERED
PATIO
67'x32'
ST
ST
ST
ST
ST
■
■
■■■■■■■■■■■
■
■
■
■
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2
7
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2
8
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9
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3
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EV EV
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STST
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DA
T
E
No
.
DE
S
C
R
I
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T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
Fi
l
e
N
a
m
e
:
C
:
\
U
s
e
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4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
EVEVEV EV EV EV EV
■
■
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MAINT.
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DATE:
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A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
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3
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4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
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N
A
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B
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.
10
0
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x
2
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EV
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
■
■
■
■
■
■
■
■
■
■
■
■
■
ST ST ST
ST
ST
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■
■
■
■
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■■■■■■■■■■■■■■■■■■
■
■
■■■■■■
MAINT.
BLDG./
COVERED
PATIO
67'x32'
ST
ST
ST
ST
■
■
■■■■■■■■
■
■
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■
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DATE:
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SCALE:
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0
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
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··
“
– ”
1"=40'
2022-02
NYS DEPT. OF HEALTH APPROVAL
JULY 2024
TA
X
P
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C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
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1
8
,
&
1
6
5
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2
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1
9
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2
9
(
W
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-
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SEE D-3 FOR EXISTING STATION LANE
PUMP STATION UPGRADES
OWNERSHIP AND MAINTENANCE
1.ALL 8-INCH WATER MAINS, FIRE HYDRANTS, WATER VALVES IN CITY
RIGHT OF WAY AND WITHIN EASEMENTS SHALL BE OWNED AND
MAINTAINED BY THE "CITY OF SARATOGA SPRINGS". SEE PLANS
AND PROFILES ON C-19 AND C-20 FOR MORE INFORMATION.
2.ALL 8-INCH SEWER MAINS, AND MANHOLES (#1 TO #11) IN CITY
RIGHT OF WAY AND WITHIN EASEMENTS SHALL BE OWNED AND
MAINTAINED BY THE "CITY OF SARATOGA SPRINGS". SEE PLANS
AND PROFILES ON C-19 AND C-20 FOR MORE INFORMATION.
CLOSED DRAINAGE SYSTEM
1.SEE C-9 FOR INVERT AND RIM ELEVATIONS INFORMATION.
ST
A
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GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
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HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
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#
7
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BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
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DATE:
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C-13
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PH
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:
5
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9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
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F
S
A
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2022-02
JULY 2024
TA
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1
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5
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1
6
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HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
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7
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#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
RO
W
H
O
U
S
E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
EV
■■
■■
RO
W
H
O
U
S
E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
S
E
#
2
1
RO
W
H
O
U
S
E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
EV
UE UE UE UE UE UE UE UE UE UE UE UE
UE
UE
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
■
■
■
■
■
■
■
■
■
■
■
■
■
UE
UE
UE UE UE
U
E
UE
UE UE UE UE UE UE UE UE UE UE
■
■
■
■
■
■
■
■
■
■
■
■■■■■■■■■■■■■■■■■■
■
■
■■■■■■
MAINT.
BLDG./
COVERED
PATIO
67'x32'
■
■
■■■■■■■■
■
■
■
■
■
■
■
■
■■■■■■
■
■
■
■
■
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■
■
■
■
■
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■
■
■
RO
W
H
O
U
S
E
#
2
5
RO
W
H
O
U
S
E
#
2
6
RO
W
H
O
U
S
E
#
2
7
RO
W
H
O
U
S
E
#
2
8
RO
W
H
O
U
S
E
#
2
9
RO
W
H
O
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E
#
3
0
■■■
UE UE UE UE UE UE
EVEVEV
■■■■■■■
UE UE
UE UE UE UE UE UE UE UE UE UE UE
UE
UE
UE
UE
UE
U
E
U
E
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UE
UE
UE
UEUE
UE
U
E
U
E
U
E
■
■
■
■
■
■
■
EV EV EV EV
EV
UE
UE
UE
UE
UE
U
E
UE
UE UE UE UE
UE
UE
UE UE UE UE
UE
UE
UE
UE
U
E
U
E
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.2
0.3
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.1
0.6
0.6
0.4
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.3
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.5
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.7
1.3
1.0
0.8
0.8
0.8
0.5
0.7
1.0
0.7
0.5
0.6
0.5
0.3
0.2
0.2
0.3
0.5
0.3
0.2
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.1
0.1
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.3
0.6
0.8
0.9
0.9
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.6
1.4
1.4
1.4
1.2
1.3
1.5
1.5
1.7
2.0
1.7
1.4
1.4
0.9
0.5
0.3
0.2
0.3
0.3
0.3
0.1
0.1
0.1
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.3
0.4
0.4
0.5
0.5
0.4
0.3
0.3
0.2
0.4
0.4
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.1
0.4
0.8
1.2
1.3
1.3
0.1
0.0
0.0
0.0
0.0
0.1
0.4
1.4
1.4
1.3
1.5
1.3
1.4
1.7
1.8
2.0
1.9
1.9
1.8
1.6
1.1
0.6
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.2
0.3
0.4
0.4
0.3
0.2
0.3
0.5
0.7
0.8
1.1
0.9
0.8
0.6
0.4
0.2
0.4
0.4
0.2
0.2
0.1
0.2
0.2
0.2
0.3
0.4
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.4
1.0
1.3
1.2
1.2
0.1
0.0
0.0
0.0
0.0
0.2
1.1
1.6
1.3
1.5
1.3
0.8
1.0
1.2
1.3
1.2
1.0
0.7
0.6
0.4
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.2
0.3
0.4
0.4
0.3
0.2
0.4
0.8
1.1
1.3
1.6
1.4
1.2
1.0
0.6
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.4
1.0
1.4
1.3
1.3
0.3
0.0
0.0
0.0
0.1
1.0
1.4
1.3
1.3
1.1
0.8
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.3
0.3
0.3
0.2
0.4
1.0
1.3
1.2
1.5
1.4
1.2
1.3
0.7
0.3
0.1
0.0
0.0
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.3
0.3
0.2
0.0
0.0
0.0
0.0
0.1
0.4
1.0
1.4
1.5
1.3
0.2
0.0
0.0
0.1
0.3
0.7
1.0
1.1
1.1
0.7
0.5
0.0
0.1
0.1
0.2
0.3
0.3
0.3
0.2
0.1
0.2
0.4
1.0
1.4
1.4
1.7
1.6
1.2
1.3
0.8
0.3
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.4
0.4
0.3
0.0
0.0
0.0
0.1
0.2
0.4
0.9
1.3
1.3
1.1
0.1
0.0
0.0
0.1
0.2
0.4
0.6
0.7
0.7
0.4
0.3
0.0
0.1
0.1
0.2
0.3
0.5
0.3
0.2
0.1
0.2
0.5
1.0
1.4
1.4
1.7
1.6
1.3
1.4
0.8
0.3
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.3
0.4
0.4
0.3
0.0
0.1
0.1
0.1
0.2
0.4
0.7
1.0
1.2
1.1
0.1
0.0
0.0
0.0
0.1
0.3
0.4
0.5
0.5
0.3
0.2
0.0
0.1
0.1
0.2
0.3
0.3
0.3
0.2
0.1
0.2
0.5
1.0
1.3
1.2
1.5
1.4
1.2
1.3
0.8
0.3
0.2
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.2
0.3
0.3
0.3
0.5
0.6
0.6
0.7
0.7
0.1
0.0
0.0
0.0
0.1
0.2
0.5
0.6
0.5
0.3
0.2
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.4
0.8
1.2
1.3
1.7
1.4
1.3
1.1
0.7
0.3
0.2
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
1.4
1.3
1.1
1.2
1.6
1.4
0.8
0.5
0.4
0.3
0.1
0.0
0.0
0.0
0.0
0.3
0.8
0.8
0.7
0.3
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.2
0.4
0.7
0.8
0.9
1.3
1.1
0.9
0.8
0.6
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.6
1.1
1.2
1.2
1.2
1.4
1.1
0.7
0.4
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.5
1.2
1.2
0.9
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.6
0.7
0.8
1.0
0.9
0.8
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.3
0.6
0.9
1.0
1.1
1.1
1.2
1.2
0.8
0.6
0.4
0.4
0.2
0.0
0.0
0.0
0.0
0.5
1.6
1.4
1.1
0.3
0.1
0.2
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.4
0.6
0.8
0.9
1.1
1.1
0.9
0.8
0.6
0.4
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.3
0.5
0.7
0.8
0.9
0.9
1.1
1.2
1.0
0.9
0.8
1.0
0.3
0.0
0.0
0.0
0.1
0.4
1.8
1.6
1.1
0.4
0.1
0.3
0.3
0.3
0.3
0.2
0.1
0.0
0.0
0.1
0.2
0.4
0.8
1.1
1.3
1.5
1.4
1.2
1.1
0.7
0.4
0.2
0.2
0.4
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.3
0.4
0.6
0.6
0.7
0.7
0.9
1.0
1.1
1.1
1.3
1.5
0.4
0.0
0.0
0.0
0.1
0.8
2.3
1.6
1.2
0.4
0.1
0.3
0.4
0.4
0.3
0.2
0.1
0.0
0.0
0.1
0.2
0.4
0.9
1.3
1.3
1.4
1.3
1.2
1.3
0.8
0.4
0.2
0.2
0.4
0.4
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.4
0.4
0.5
0.7
0.9
1.0
1.1
1.2
1.1
0.4
0.0
0.0
0.0
0.1
0.6
2.1
1.6
1.2
0.4
0.1
0.0
0.3
0.3
0.3
0.3
0.2
0.1
0.0
0.0
0.1
0.2
0.4
1.0
1.4
1.5
1.6
1.6
1.3
1.4
0.9
0.4
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.3
0.4
0.5
0.7
0.9
1.1
1.2
1.0
0.5
0.0
0.0
0.0
0.0
0.4
1.7
1.5
1.1
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.0
0.1
0.1
0.4
1.0
1.4
1.4
1.7
1.7
1.3
1.4
0.9
0.4
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.7
0.8
1.0
1.1
1.2
0.4
0.0
0.0
0.0
0.0
0.5
1.5
1.3
1.0
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.9
1.3
1.2
1.5
1.5
1.2
1.3
0.8
0.4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.8
1.0
1.2
1.5
0.4
0.0
0.0
0.0
0.0
0.4
0.9
1.0
0.8
0.3
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.2
1.3
1.6
1.4
1.3
1.1
0.7
0.3
0.2
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.2
0.3
0.4
0.6
0.7
0.7
0.8
0.9
0.3
0.0
0.0
0.0
0.0
0.2
0.5
0.6
0.6
0.3
0.1
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.3
0.6
0.8
0.9
1.2
1.1
0.9
0.7
0.5
0.3
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.2
0.0
0.0
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.2
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.3
0.3
0.2
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.2
0.1
0.1
0.2
0.4
0.5
0.5
0.7
0.6
0.5
0.5
0.4
0.2
0.1
0.0
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0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.3
0.6
1.1
1.3
1.2
1.2
1.1
1.3
1.1
0.7
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.0
0.1
0.2
0.3
0.3
0.3
0.2
0.2
0.0
0.1
0.1
0.0
0.1
0.2
0.2
0.2
0.3
0.4
0.5
0.6
0.8
0.6
0.5
0.4
0.3
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.0
0.1
0.3
0.6
1.1
1.3
1.4
1.6
1.4
1.4
1.1
0.7
0.5
0.4
0.5
0.5
0.5
0.5
0.5
0.1
0.2
0.3
0.5
0.3
0.2
0.2
0.0
0.1
0.1
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.3
0.5
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.3
0.3
0.4
0.3
0.3
0.4
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.3
0.2
0.3
0.3
0.3
0.2
0.2
0.0
0.1
0.1
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.4
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.5
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.0
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.3
0.3
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.5
0.5
0.4
0.2
0.0
0.0
0.0
0.0
0.1
0.0
0.2
0.3
0.3
0.3
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
0.9
0.9
0.6
0.2
0.0
0.0
0.0
0.1
0.0
0.2
0.3
0.5
0.5
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.1
1.4
1.3
0.7
0.2
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
0.5
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
1.3
1.5
1.3
0.8
0.2
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
2.4
1.8
1.4
0.9
0.2
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
4.0
2.0
1.4
0.9
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
1.9
1.7
1.4
0.8
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.3
1.5
1.3
0.7
0.2
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.0
1.2
1.2
0.7
0.2
0.3
0.5
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.5
0.8
0.8
0.5
0.2
0.3
0.5
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.4
0.4
0.2
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.0
0.0
0.3
0.3
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
0.5
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.3
0.5
0.5
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.3
0.3
0.3
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.2
0.0
0.0
0.1
0.2
0.2
0.3
0.5
0.3
0.2
0.0
0.0
0.1
0.2
0.2
0.3
0.3
0.3
0.2
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.0
0.1
0.2
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.1
0.0
0.1
0.2
0.3
0.4
0.3
0.2
0.1
0.1
0.1
0.2
0.4
0.4
0.2
0.1
0.0
0.1
0.2
0.3
0.4
0.3
0.2
0.1
0.1
0.1
0.2
0.4
0.4
0.2
0.1
0.0
0.1
0.2
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
UE UE UE
UE UE UE
UE UE UE
UE UEUEUE
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DATE:
PROJ. No.:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
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2022-02
JULY 2024
TA
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1
6
5
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7
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1
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1
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1
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Luminaire Schedule
Symbol Qty Label Arrangement Lum Lumens Arrgmt Lum Lumens Lum Watts Arrgmt Watts Total Watts LLD LDD BF LLF BUG Rating Description MH
5 LP-C-IVFT-HS Single 5123 5123 57 57 285 0.950 0.950 1.000 0.903 B1-U0-G2 GALN-SA1C-740-U-T4FT-HSS 20
6 LP-C-IVW-HS Single 5146 5146 57 57 342 0.950 0.950 1.000 0.903 B1-U0-G2 GALN-SA1C-740-U-T4W-HSS 20
4 LP-C-IVW-HS-2-180 Back-Back 5146 10292 57 114 456 0.950 0.950 1.000 0.903 B1-U0-G2 GALN-SA1C-740-U-T4W-HSS 20
2 LP-C-SL2-HS Single 5822 5822 57 57 114 0.950 0.950 1.000 0.903 B1-U0-G2 GALN-SA1C-740-U-SL2-HSS 20
7 LP-C-SL3-HS Single 5885 5885 57 57 399 0.950 0.950 1.000 0.903 B1-U0-G2 GALN-SA1C-740-U-SL3-HSS 20
1 LP-C-VW Single 7445 7445 57 57 57 0.950 0.950 1.000 0.903 B3-U0-G2 GALN-SA1C-740-U-5WQ 20
10 LP-D Single 4688 4688 34 34 340 0.950 0.950 1.000 0.903 B3-U3-G2 LAG2-PA2-CPA-V-32LED-350mA-40K 12
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
Object_10_Planar Illuminance Fc 0.29 4.0 0.0 N.A.N.A.
ST
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A
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E
NY
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E
2
9
X
X
X
■■■■■
■
■
7
14
14
11 4
12
19
55
15
15
15
17
14
■
■
■
■■■■■
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
O
U
S
E
#
9
RO
W
H
O
U
S
E
#
1
0
RO
W
H
O
U
S
E
#
1
1
RO
W
H
O
U
S
E
#
1
2
RO
W
H
O
U
S
E
#
1
3
RO
W
H
O
U
S
E
#
1
4
RO
W
H
O
U
S
E
#
1
5
RO
W
H
O
U
S
E
#
1
6
RO
W
H
O
U
S
E
#
1
7
RO
W
H
O
U
S
E
#
1
8
RO
W
H
O
U
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E
#
4
1
RO
W
H
O
U
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E
#
4
2
RO
W
H
O
U
S
E
#
4
3
RO
W
H
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U
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E
#
4
4
RO
W
H
O
U
S
E
#
4
5
RO
W
H
O
U
S
E
#
4
6
RO
W
H
O
U
S
E
#
3
5
RO
W
H
O
U
S
E
#
3
6
RO
W
H
O
U
S
E
#
3
7
RO
W
H
O
U
S
E
#
3
8
RO
W
H
O
U
S
E
#
3
9
RO
W
H
O
U
S
E
#
4
0
RO
W
H
O
U
S
E
#
3
1
RO
W
H
O
U
S
E
#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
7
RO
W
H
O
U
S
E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
EV
■■
■■
RO
W
H
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U
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E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
S
E
#
2
1
RO
W
H
O
U
S
E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
4
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
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x
2
0
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LOADING ZONE
EV
3
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
LOADING
ZONE
LOADING
ZONE9
10
LOADING ZONE
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■■■■■■■■■■■■■■■■■
■
■14
14
■■■■■■
MAINT.
BLDG./
COVERED
PATIO
67'x32'
■
■
■■■■■■■■
■
■
■
■
■
■
■
■
■■■■■■
■
■
■
■
■
■
■
■
■
13
■
■
■
■■■■
11
30
16
■
■
■
RO
W
H
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#
2
5
RO
W
H
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U
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#
2
6
RO
W
H
O
U
S
E
#
2
7
RO
W
H
O
U
S
E
#
2
8
RO
W
H
O
U
S
E
#
2
9
RO
W
H
O
U
S
E
#
3
0
■■■
7
6
5
LOADING ZONE
12
6
EVEVEV
■■■■■■■
19
■
■
■
■
■
■
■
EV EV EV EV
EV
9
■
■
■
■
■
■
■
■
■
■
■
■
■
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■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■■■■■■
■
SIGN TEXT DATA TABLE
DESGNATION
& COLOR LOCATION TEXT ITEM#
SIZE /
PAYMENT AREA
(SEE NOTE 3)
RESERVED
PARKING
VAN
ACCESSIBLE DA
T
E
No
.
DE
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SU
B
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DATE:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
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2022-02
JULY 2024
TA
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P
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S
1
6
5
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6
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NY
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9
X
X
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■■■■■
■
■
7
14
14
11 4
12
19
55
15
15
15
17
14
■
■
■
■■■■■
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
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U
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#
9
RO
W
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3
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W
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#
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RO
W
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#
1
5
RO
W
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#
1
6
RO
W
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U
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#
1
7
RO
W
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#
1
8
RO
W
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U
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#
4
1
RO
W
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#
4
2
RO
W
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#
4
3
RO
W
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U
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#
4
4
RO
W
H
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U
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#
4
5
RO
W
H
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U
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#
4
6
RO
W
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#
3
5
RO
W
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3
6
RO
W
H
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#
3
7
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W
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U
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E
#
3
8
RO
W
H
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U
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E
#
3
9
RO
W
H
O
U
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E
#
4
0
RO
W
H
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U
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E
#
3
1
RO
W
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U
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#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
7
RO
W
H
O
U
S
E
#
1
RO
W
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U
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E
#
2
RO
W
H
O
U
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E
#
3
RO
W
H
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U
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E
#
4
RO
W
H
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U
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E
#
5
RO
W
H
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U
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#
6
EV
■■
■■
RO
W
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#
1
9
RO
W
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#
2
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W
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#
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W
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#
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W
H
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S
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#
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3
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W
H
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S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
4
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
LOADING ZONE
EV
3
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
LOADING
ZONE
LOADING
ZONE9
10
LOADING ZONE
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■■■■■■■■■■■■■■■■■
■
■14
14
■■■■■■
MAINT.
BLDG./
COVERED
PATIO
67'x32'
■
■
■■■■■■■■
■
■
■
■
■
■
■
■
■■■■■■
■
■
■
■
■
■
■
■
■
13
■
■
■
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11
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16
■
■
■
RO
W
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#
2
5
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W
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#
2
6
RO
W
H
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#
2
7
RO
W
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U
S
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#
2
8
RO
W
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#
2
9
RO
W
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#
3
0
■■■
7
6
5
LOADING ZONE
12
6
EVEVEV
■■■■■■■
19
■
■
■
■
■
■
■
EV EV EV EV
EV
SEE SARATOGA ASSOCIATES
LANDSCAPING PLANS FOR
PLANTING SCHEDULE AND
LOCATIONS.
SEE SARATOGA ASSOCIATES
LANDSCAPING PLANS FOR
PLANTING SCHEDULE AND
LOCATIONS.
SEE SARATOGA ASSOCIATES
LANDSCAPING PLANS FOR
PLANTING SCHEDULE AND
LOCATIONS.
SEE SARATOGA ASSOCIATES
LANDSCAPING PLANS FOR
PLANTING SCHEDULE AND
LOCATIONS.
9
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■
■■■■■■■
■
5
MF
5
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2
VD
5
AN 4
RL 2
VD
3
MF
3
IV
3
AN
2
VD
3
MF
3
PV
5
RL
4
MF
3
PV
5
EV EVEVEV
9
10
EV EV EV EV EV EV
7
6
EV EV
■
■
■
■
■
■
■■
14
14
■■■■■■■■■
■
■
■
■
■
■
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLS
13
■
■
■
■■■■
11
30
16
■
■
■
RO
W
H
O
U
S
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#
2
5
RO
W
H
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U
S
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#
2
6
RO
W
H
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U
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#
2
7
RO
W
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#
2
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RO
W
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#
2
9
RO
W
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#
3
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5 12
6
EVEVEV
■■■■■■■
19
■
■
■
■
■
■
■
EV
■■■■■■■
■
DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
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l
e
N
a
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:
C
:
\
U
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\
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(
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:
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)
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EP
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1
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4
7
PH
O
N
E
:
5
1
8
-
7
8
5
-
9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
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N
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S
NE
W
Y
O
R
K
SI
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E
F
E
A
T
U
R
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S
&
L
A
N
D
LEGEND
2022-02
CO
V
E
R
A
G
E
M
A
T
E
R
I
A
L
P
L
A
N
PARKING LOT #1 PARKING LOT #2
PARKING LOT #3
PARKING LOT #4
SECTION 11.6 OF CITY UDO CODE LEGENDSECTION 11.5 OF CITY UDO CODE
SECTION 11.7 OF CITY UDO CODE
SECTION 11.1, 11,2, 11.3, 11.4
& 11.8 OF CITY UDO CODE
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
-
2
-
1
8
,
&
1
6
5
-
2
-
1
9
NY
S
R
O
U
T
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2
9
(
W
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A
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)
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C
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P
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S
-
S
T
A
T
I
O
N
P
A
R
K
PLANTING SCHEDULE (WET SWALE ONLY)
ABRV BOTANICAL NAME COMMON NAME QTY SIZE SPACING
SHRUBS- PERENNIALS
GROUNDCOVER & GRASSES
ST
A
T
I
O
N
L
A
N
E
NY
S
R
O
U
T
E
2
9
X
X
X
■■■■■
■
■
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
■
■
■
■■■■■
HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLSRO
W
H
O
U
S
E
#
7
RO
W
H
O
U
S
E
#
8
RO
W
H
O
U
S
E
#
9
RO
W
H
O
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S
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#
1
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W
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U
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#
1
1
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W
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#
1
2
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W
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#
1
3
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W
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#
1
4
RO
W
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#
1
5
RO
W
H
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U
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#
1
6
RO
W
H
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#
1
7
RO
W
H
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S
E
#
1
8
RO
W
H
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#
4
1
RO
W
H
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#
4
2
RO
W
H
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E
#
4
3
RO
W
H
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#
4
4
RO
W
H
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S
E
#
4
5
RO
W
H
O
U
S
E
#
4
6
RO
W
H
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E
#
3
5
RO
W
H
O
U
S
E
#
3
6
RO
W
H
O
U
S
E
#
3
7
RO
W
H
O
U
S
E
#
3
8
RO
W
H
O
U
S
E
#
3
9
RO
W
H
O
U
S
E
#
4
0
RO
W
H
O
U
S
E
#
3
1
RO
W
H
O
U
S
E
#
3
2
RO
W
H
O
U
S
E
#
3
3
RO
W
H
O
U
S
E
#
3
4
ST ST ST ST ST ST ST ST ST ST
ST ST STSTSTSTSTSTST
RO
W
H
O
U
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E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
EV
■■
■■
RO
W
H
O
U
S
E
#
1
9
RO
W
H
O
U
S
E
#
2
0
RO
W
H
O
U
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E
#
2
1
RO
W
H
O
U
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E
#
2
2
RO
W
H
O
U
S
E
#
2
3
RO
W
H
O
U
S
E
#
2
4
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
S
T
O
R
Y
M
A
I
N
T
E
N
A
N
C
E
B
L
D
G
.
10
0
'
x
2
0
'
EV
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
■
■
■
■
■
■
■
■
■
■
■
■
■
ST ST ST
ST
ST
ST
ST ST ST
S
T
S
T
ST
ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST
STSTST
ST
ST
STSTSTST
ST
ST
ST
ST
ST
ST
ST
S
T
S
T
ST
STSTST
■
■
■
■
■
■
■
■
■
■
■
■■■■■■■■■■■■■■■■■■
■
■
■■■■■■
MAINT.
BLDG./
COVERED
PATIO
67'x32'
ST
ST
ST
ST
■
■
■■■■■■■■
■
■
■
■
■
■
■
■
■■■■■■
■
■
■
■
■
■
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■
■
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■
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RO
W
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#
2
5
RO
W
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#
2
6
RO
W
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U
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#
2
7
RO
W
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#
2
8
RO
W
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#
2
9
RO
W
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U
S
E
#
3
0
■■■
EVEVEV
■■■■■■■
ST
ST ST ST ST
ST
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ST ST ST
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ST
ST
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ST ST ST ST
ST
ST
ST
ST
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST
ST ST ST ST ST ST
ST ST ST ST ST ST
ST ST ST ST ST ST
ST ST ST ST ST ST
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ST
ST
ST
ST
ST
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ST
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■
■
■
■
■
■
■
EV EV EV EV
EV
■
■
■
■
■
■
■
■
■
■
■
■
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■
■
■
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STST
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ST
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■■■■■■■
■
DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
M
I
T
T
A
L
/
R
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V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
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PH
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
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W
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2022-02
JULY 2024
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1
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NOTE
ALL SEDIMENT SHALL BE REMOVED FROM STORM
STRUCTURES (CATCH BASINS AND MANHOLES),
HYDRODYNAMIC UNITS AND INFILTRATION ARRAY OR
BASINS AFTER FINAL STABILIZATION IS ACHIEVED ON
SITE.
ST
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Area = 16.86± Acres
TAX PARCEL 165-2-70
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TAX PARCEL 165-2-18 &19
ST
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SAN SAN SAN SAN SAN SAN SAN SAN
W W W W W W W W W W W W
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DATE:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
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S
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CI
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T
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A
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P
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NE
W
Y
O
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K
2022-02
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
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2
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1
8
,
&
1
6
5
-
2
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1
9
NY
S
R
O
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T
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2
9
(
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T
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A
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)
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C
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P
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5
A
C
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B
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PHASE 1A
PHASE 1B
PHASE 1C
PHASE 1D
PHASE 1-EROSION CONTROL SEQUENCE
PHASE 2-EROSION CONTROL SEQUENCE
PHASE 2A
PHASE 2B
PHASE 2C
PHASE 2D
PHASE 3A
PHASE 3B
PHASE 3-EROSION CONTROL SEQUENCE
PHASE 4-EROSION CONTROL SEQUENCE
PHASE 4A PHASE 4B
PHASE 4C
PHASE 4D
PHASE 4D
ST
A
T
I
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N
L
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W W W W W W W W W W W W W W W W W W W W W W W W
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A
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■■
STATION PARK AVE STATION PARK AVE
ST ST ST
ST
ST ST ST
ST ST ST ST ST ST ST ST ST ST STSTST
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DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
Fi
l
e
N
a
m
e
:
C
:
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1"=40'
C-19
SEAL
PL
A
N
A
N
D
P
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O
F
I
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E
DRAFT
EP
LA
N
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62
1
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7
PH
O
N
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:
5
1
8
-
7
8
5
-
9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
NE
W
Y
O
R
K
PROFILE (STATION PARK AVE)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PLAN (STATION PARK AVE)
SCALE: 1"=40'
NYS DEPT. OF HEALTH APPROVAL
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
2022-02
PROFILE (INTERCONNECT ROAD)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PLAN (INTERCONNECT ROAD)
SCALE: 1"=40'
BLDG #2
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
-
2
-
1
8
,
&
1
6
5
-
2
-
1
9
NY
S
R
O
U
T
E
2
9
(
W
A
S
H
I
N
G
T
O
N
A
V
E
)
PR
I
M
E
C
O
M
P
A
N
I
E
S
-
S
T
A
T
I
O
N
P
A
R
K
BLDG #1
HOTEL
CONTOUR
ELECTRIC LINE
STORM LINE
UE UE
SANITARY LINE
CATCH BASIN
SEWER CLEANOUT
WATER LINE W
NATURAL GAS LINE GAS
SANITARY MANHOLE
HYDRANT
BLDG. WATER SUPPLY
BLDG. WATER SHUT OFF VALVE
BLDG. SEWER LATERAL
W
ST ST
SL SL SL SL SL
WS WS WS WS WS
SAN
FORCEMAIN FM
UNDERGROUND CABLE-PHONE UECP
UTILITY ABBREVIATIONS
STORM CATCH BASIN CB #
STORM MANHOLE STMH #
STORM FLARE END SECTION FES #
STORM PIPE P #
STORM CLEANOUT CO #
STORM FIELD INLET FI #
WATER VALVE WV
SEWER MANHOLE MH #
SEWER CLEANOUT C.O.
LEGEND
OWNERSHIP AND MAINTENANCE
CITY OR (CITY)CITY OF SARATOGA SPRING OWNERSHIP
PRIVATE OR (PRIVATE)HOMEOWNER ASSOCIATION OWNERSHIP
HOTEL SEWER LATERAL PROFILE
SCALE: 1"=40' HORZ.
1"=4' VERT.
MAINTENANCE BLDG. SEWER LATERAL PROFILE
SCALE: 1"=40' HORZ.
1"=4' VERT.
MAINTENANCE BLDG. WATER LATERAL PROFILE
SCALE: 1"=40' HORZ.
1"=4' VERT.
HOTEL WATER LATERAL PROFILE
SCALE: 1"=40' HORZ.
1"=4' VERT.
HOTEL
SEWER LATERAL
HOTEL
WATER LATERALMAINTENANCE BLDG.
WATER LATERAL
MA
I
N
T
E
N
A
N
C
E
B
L
D
G
.
MAINTENANCE BLDG.
SEWER LATERAL
HO
T
E
L
&
M
A
I
N
.
B
L
D
G
.
L
A
T
E
R
A
L
P
R
O
F
I
L
E
S
ST
A
T
I
O
N
L
A
N
E
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W ■■■■■
■
■
S
A
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSAN
ST
ST
ST
ST
ST
ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
SL
SL
SL
WS
WS
WS
WS
W
S
SL
SL
SL
WS
WS
WS
WSSL SL
WS
SL
RO
W
H
O
U
S
E
#
1
RO
W
H
O
U
S
E
#
2
RO
W
H
O
U
S
E
#
3
RO
W
H
O
U
S
E
#
4
RO
W
H
O
U
S
E
#
5
RO
W
H
O
U
S
E
#
6
■■
■■
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
ST ST ST
ST
ST
ST
ST ST ST
S
T
S
T
ST
ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST
STSTST
ST
ST
STSTSTST
ST
ST
ST
ST
S
T
S
T
ST
STSTST
■■
■■■■■■■■■■■■■■■■■■
■
■■■■■■
MAINT.
BLDG./
COVERED
PATIO
67'x32'
ST
ST
ST
ST
■
■
■■■■■■■■
■
■
■
■
■
■
■
■
■■■■■■
■
■
■
■
■
■
■
■
■■■■
ST
ST
ST ST
STSTSTSTSTSTSTSTSTSTST
ST ST ST
ST
ST
ST
ST
ST
ST ST ST ST
ST
ST
ST
ST
S
T
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
WS
WS
WS
WSSL SL
WS
WS
WS
WSSL
SL
WS
WS
WS
WSSL SL
WS
WS
WS
WSSL SL
WS
WS
WS
WSSL SL
WS
WS
WS
WSSL SL
WS
WS
WS
WSSL SL
WS
WS
WS
WSSL SL
WS
WS
WS
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WS
WS
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WS
WS
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SL
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WS
SL
SL
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SL
SL
SL
WS
WS
SL
SL
SL
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WS
SL
SL
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WS
WS
SL
SL
SL
WS
WS
SL
SL
SL
WS
WS
SL
SL
SL
WS
WS
SL
SL
SL
WS
WS
SL
SL
SL
WS
WS
SL
SL
SL
WS
WS
SL
SL
SL
WS
WS
SL
SL
S
L
SL
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WS
SL
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WS
WS
WS
SL
SL
SL
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WS
WS
WS
SL
SL
SL
SL
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WS
WS
SL
SL
SL
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WS
WS
WS
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SL
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SL
WS
WS
WS
SL
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WS
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SL
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WS
WS
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WS
WS
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■
■
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■
WS
WS
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WS
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ST
ST
ST
ST
SL
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32
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0
DA
T
E
No
.
DE
S
C
R
I
P
T
I
O
N
SU
B
M
I
T
T
A
L
/
R
E
V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
Fi
l
e
N
a
m
e
:
C
:
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U
s
e
r
s
\
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5
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(
L
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:
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d
,
J
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3
0
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2
0
2
5
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1
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1
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M
(
N
a
m
e
:
J
a
m
i
e
E
a
s
t
o
n
)
1"=40'
C-20
SEAL
PL
A
N
A
N
D
P
R
O
F
I
L
E
DRAFT
EP
LA
N
D
S
E
R
V
I
C
E
S
L
L
C
62
1
C
O
L
U
M
B
I
A
S
T
R
E
E
T
-
C
O
H
O
E
S
,
N
Y
1
2
0
4
7
PH
O
N
E
:
5
1
8
-
7
8
5
-
9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
NE
W
Y
O
R
K
BLDG #1
PROFILE (RAILROAD AVE)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PLAN (RAILROAD AVE)
SCALE: 1"=40'
NYS DEPT. OF HEALTH APPROVAL
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
2022-02
MA
T
C
H
L
I
N
E
A
-
A
MA
T
C
H
L
I
N
E
A
-
A
BLDG #2
JULY 2024
TA
X
P
A
R
C
E
L
S
1
6
5
-
2
-
7
0
,
1
6
5
-
2
-
1
8
,
&
1
6
5
-
2
-
1
9
NY
S
R
O
U
T
E
2
9
(
W
A
S
H
I
N
G
T
O
N
A
V
E
)
PR
I
M
E
C
O
M
P
A
N
I
E
S
-
S
T
A
T
I
O
N
P
A
R
K
CONTOUR
ELECTRIC LINE
STORM LINE
UE UE
SANITARY LINE
CATCH BASIN
SEWER CLEANOUT
WATER LINE W
NATURAL GAS LINE GAS
SANITARY MANHOLE
HYDRANT
BLDG. WATER SUPPLY
BLDG. WATER SHUT OFF VALVE
BLDG. SEWER LATERAL
W
ST ST
SL SL SL SL SL
WS WS WS WS WS
SAN
FORCEMAIN FM
UNDERGROUND CABLE-PHONE UECP
UTILITY ABBREVIATIONS
STORM CATCH BASIN CB #
STORM MANHOLE STMH #
STORM FLARE END SECTION FES #
STORM PIPE P #
STORM CLEANOUT CO #
STORM FIELD INLET FI #
WATER VALVE WV
SEWER MANHOLE MH #
SEWER CLEANOUT C.O.
LEGEND
OWNERSHIP AND MAINTENANCE
CITY OR (CITY)CITY OF SARATOGA SPRING OWNERSHIP
PRIVATE OR (PRIVATE)HOMEOWNER ASSOCIATION OWNERSHIP
PROFILE (BLDG #1 SEWER #1)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PROFILE (BLDG #1 SEWER #2)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PROFILE (BLDG #1 WATER)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PROFILE (BLDG #2 WATER)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PROFILE (BLDG #2 SEWER #1)
SCALE: 1"=40' HORZ.
1"=4' VERT.
PROFILE (BLDG #2 SEWER #2)
SCALE: 1"=40' HORZ.
1"=4' VERT.
BLDG #1
SEWER LATERAL #2
BLDG #1
SEWER LATERAL #1
BLDG #1
WATER LATERAL
BLDG #2
WATER LATERAL
BLDG #2
SEWER LATERAL #2
BLDG #2
SEWER LATERAL #1
BL
D
G
.
#
1
A
N
D
#
2
L
A
T
E
R
A
L
S
P
R
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F
I
L
E
S
NY
S
R
O
U
T
E
2
9
ST
ST
ST
ST
ST
ST
ST
WITH 17 COVERED PARKING STALLS
STATION PARK AVE
ST
ST
ST
ST
ST
ST
S
T
ST
ST
■■■■■■
■
PLAN
SECTION
NOTES:
EXPANSION JOINT CONSTRUCTION JOINT CONTROL JOINT TOOLED EDGE
CONCRETE SIDEWALK SECTION (IN NYSDOT R.O.W)
N.T.S.
ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES:
DESIGN ELEMENT TOLERANCES
ACCESSIBLE RAMP TYPE 1
N.T.S.
STORM TRENCH NYSDOT R.O.W
N.T.S.
CONCRETE CURB NEXT TO EXISTING PAVEMENT IN NYSDOT R.O.W
N.T.S. ACCESSIBLE RAMP TYPE 2
N.T.S.
CONCRETE CATCH BASIN WITH CURB BOX
ELEVATION
NYSDOT TYPE "Q" STRUCTURE
PLAN
N.T.S.
ACCESSIBLE RAMP TYPE 3
N.T.S.
PLAN
ELEVATION
INLET/OUTLET CULVERT STONE LINED APRON PROTECTION
N.T.S.
LOCATION RIP-RAP NYSDOT #
DEPTH
DIMENSION
W2 L TYPE
RIP-RAP
W1
NYSDOT #
620.03 (CY)
SIGN TEXT DATA TABLE
DESGNATION
& COLOR TEXT ITEM#
SIZE /
PAYMENT AREA
(SEE NOTE 3)
MULTI-USE PATH
N.T.S.
NY
S
R
O
U
T
E
2
9
DA
T
E
No
.
DE
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DATE:
PROJ. No.:
SCALE:
Fi
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2
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2
2
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2
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2
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
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2022-02
GRADING AND LAYOUT PLAN
INTERSECTION ENLARGEMENT LAYOUT PLAN
INTERSECTION ENLARGEMENT GRADING PLAN
INTERSECTION ENLARGEMENT SIGNAGE & STRIPING PLAN
EXISTING CONDITIONS/REMOVAL/EROSION CONTROL PLAN
JULY 2024
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EV
BLDG #1
MULTIFAMILY
4 STORIES
184 UNITS
162 UNDERGROUND PARKING STALLS
LOADING ZONE
EV
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV
LOADING
ZONE
LOADING ZONE
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MAINT.
BLDG./
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PATIO
67'x32'
ST
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DATE:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
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2022-02
JULY 2024
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PHASE 1
BUILDINGS- BUILDING #1
PAVEMENT- STATION PARK AVE AND RAILROAD AVE.
SIDEWALK- LIMITS SHOWN ABOVE, TYPICAL AROUND AREAS NOT TO BE DISTURBED BY LATER PHASES (BLDG#1, ALONG NYS ROUTE 29, CONNECTOR ROAD, WEST SIDE OF RAILROAD AVE. ETC.)
PATH- INSTALL MULTI-USE PATH ALONG ROUTE 29.
FEATURES
-PLAYGROUND (PLAYGROUND EQUIPMENT, EQUIPMENT MAT, PLAYGROUND PAVILION, FENCING, BENCHES, SIDEWALKS)
-DOG PARK (FENCING, BENCHES, WATER STATION)
-POOLS (FENCING, POOLS, PATIO AREA, PAVERS, FIRE PITS, COVERED PAVILION, TURF MAT, ETC.)
-COURTYARD CENTER PAVILION (PAVILION, PAVERS, GRILLS, COUNTERTOP)
-BIKE RACKS/CONCRETE PADS
-BENCHES AROUND BUILING
RETAINING WALLS- ALONG WESTERN PROPERTY LINE AND NEAR RAIN GARDEN
LIGHTING- ALL STRENBURG LIGHTS, TWO (2) LP-C-IVW-HS-2-180, SIX (6)-LP-D
SEWER-ALL GRAVITY (SMH#1, #2, #3, #4, #5, #6, #7, #8, #9, #10, #11)
SEWER-LATERAL -TO EDGE OF PROPERTY LINE OR EASEMENT LINE FOR ALL BUILDINGS/UNITS
STATION LANE PUMP STATION UPGRADES- PUMPS, GENERATOR, ELECTRICAL.
WATER- ALL 8" DIP CL 52 WATERMAIN, 9 HYDRANTS, 7-8" GATE VALVES
WATER LATERALS- BLDG #1 WATER LATERAL, ALL WATER LATERALS TO SHUTOFF VALVES TO PROPERTY LINE OR EASEMENTS FOR ALL OTHER BUILDINGS/UNITS
STORM- INSTALL THE UNDERGROUND INFILTRATION ARRAY #1, RAIN GARDEN AND INFILTRATION BASIN #1. INSTALL ALL PIPING AND CULVERTS, STORM MANHOLES, CATCH BASINS AS NOTED BELOW
PIPE - P1 TO P68, P76, P84, P88 TO P94, P96 TO P99, P101 TO P116
CATCH BASINS -CB#1 TO CB#36, CB#48 TO CB#69
STORM MANHOLES- STMH#1 TO STMH #10, STMH#16
HYDRODYNAMIC UNITS- WQv#1, WQv#2, WQv#3
FIELD INLETS-FI#1 TO FI#7
CLEAN OUTS-CO#1, CO#3, CO#5 TO CO#7, CO#9 TO CO#12
ST
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2
9
X
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
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SAN
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SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSAN
ST
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■
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ST ST STSTSTSTSTSTST
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■■
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BLDG #2
MULTIFAMILY
4 STORIES
160 UNITS
165 UNDERGROUND PARKING STALLS
2
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10
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x
2
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LOADING ZONE
EV
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
LOADING
ZONE
LOADING
ZONE
LOADING ZONE
■
■
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ST ST ST ST
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ST
S
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ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST ST ST ST ST ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST
ST ST ST ST ST
ST ST ST ST ST
ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
EV EV EV EV
■
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ST
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ST
ST
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No
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SU
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DATE:
PROJ. No.:
SCALE:
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N
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:
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2
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DRAFT
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62
1
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PH
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:
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8
5
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9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
T
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A
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A
T
O
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A
S
P
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NE
W
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K
1"=40'
2022-02
JULY 2024
TA
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1
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5
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1
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NY
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2
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PHASE 2
BUILDINGS- BUILDING #2 AND 2 STORY MAINTENANCE BUILDING
PAVEMENT- PAVEMENT NEAR BUUILDING AND PARKING LOT AS SHOWN ABOVE
SIDEWALK- LIMITS SHOWN ABOVE, TYPICAL AROUND AREAS NOT TO BE DISTURBED BY LATER PHASES
FEATURES
-COURTYARD COMPLETION (PICNIC TABLES, BENCHES, CONCRETE PADS, FIRE PIT AREA
-DECORATIVE FENCE AND COLUMN
- BIKE RACKS/CONCRETE PAD
-BENCHES AROUND BUILDING
RETAINING WALLS- NEAR 2 STORY MAINTENANCE BUILDING
SITE LIGHTING- ONE (1) LP-C-IVW-HS, ONE (1) LP-C-VW, (2) LP-C-IVW-HS-2-180, FOUR (4)-LP-D, TWO (2) LP-C-IVFT-HS
SEWER-NONE
SEWER LATERAL - BUILDING #2 AND 2 STORY MAINTENANCE BUILDING
WATER- NONE
WATER LATERALS-BUILDING #2 AND 2 STORY MAINTENANCE BUILDING
STORM- INSTALL THE UNDERGROUND INFILTRATION ARRAY #1, RAIN GARDEN AND INFILTRATION BASIN #1. INSTALL ALL PIPING AND CULVERTS, STORM MANHOLES, CATCH BASINS AS NOTED BELOW
PIPE - P11, P16, P67, P68, P77 TO P83, P93
CATCH BASINS -CB#37, CB#38, CB#45, CB#46, CB#47, CB#50 TO CB#36, CB#48 TO CB#69
STORM MANHOLES- NONE
HYDRODYNAMIC UNITS- NONE
FIELD INLETS-FI#8, FI#9
CLEAN OUTS-CO#2, CO#4, CO#15 , CO#16, CO#17 TO CO#19
ST
A
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2
9
X
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P-1
P-5 P-6
P-8
P-11
P-8A
P-10A
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W W W W W W W W W W W W W W W W W W W W W W W W
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WWWWWWWWWWWWWWWWWW
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W
W
W
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W ■■■■■
■
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SAN
SA
N
SA
N
SA
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SA
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SA
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SA
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SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSAN
ST
ST
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ST
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ST ST ST ST
ST
ST
ST
ST
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■
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HOTEL
4 STORIES
110 ROOMS
WITH 17 COVERED PARKING STALLS
ST ST STSTSTSTSTSTST
S
A
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EV
■■
■■
LOADING ZONE
EV
STATION PARK AVE STATION PARK AVE
RAILROAD AVE (PRIVATE ROAD)
EV EV EV EV EV EV
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LOADING
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■
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ST ST ST ST ST ST ST ST ST ST
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LOADING ZONE
EVEVEV
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DATE:
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SCALE:
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PH
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:
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0
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
CI
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P
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NE
W
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1"=40'
2022-02
JULY 2024
TA
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P
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S
1
6
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PHASE 3
BUILDINGS- HOTELS
PAVEMENT- HOTEL PARKING LOT
SIDEWALK- LIMITS SHOWN ABOVE, TYPICAL AROUND AREAS NOT TO BE DISTURBED BY LATER PHASES
FEATURES
-FENCING
-HOTEL PATIO
RETAINING WALLS- ALONG EASTERN PROPERTY LINE
SITE LIGHTING- SIX (6) LP-C-IVW-HS, ONE (1) LP-C-SL3-HS,
SEWER-NONE
SEWER LATERAL - HOTEL
WATER- NONE
WATER LATERALS-HOTEL
STORM- INSTALL THE UNDERGROUND INFILTRATION ARRAY #1, RAIN GARDEN AND INFILTRATION BASIN #1. INSTALL ALL PIPING AND CULVERTS, STORM MANHOLES, CATCH BASINS AS NOTED BELOW
PIPE - P70 TO P75
CATCH BASINS -CB#40 TO CB#44
STORM MANHOLES- NONE
HYDRODYNAMIC UNITS- NONE
FIELD INLETS-NONE
CLEAN OUTS-NONE
ST
A
T
I
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N
L
A
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E
NY
S
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2
9
X
X
Area = 16.86± Acres
TAX PARCEL 165-2-70
Area = 0.83± Acres
TAX PARCEL 165-2-18 &19
ST
A
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ST
ST
ST
ST
ST
ST
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RO
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#
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STATION PARK AVE
ST
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ST
ST
ST
■
■
■
■
■
■
LOCATION DIMENSION
W2 LW1
INLET/OUTLET CULVERT TURF MAT APRON PROTECTION
N.T.S.
PLAN
FES ELEVATION
WETLAND SEEDING REQUIRMENTS
Percent by # of SeedsScientific Name Common Name
37.30%Glyceria canadensis Canada Mannagrass
29.30%Glyceria grandis Wool Grass
07.50%Calamagrostis canadensis Blue Joint
04.90%Panicum dichotomiflorum Smooth Panic Grass
03.90%Leersia oryzoides Rice Cut Grass
03.00%Scirpus atrovirens Dark Green Bulrush
01.70%Verbena hastata Blue Vervain
01.50%Elymus canadensis Canada Wild Rye
00.90%Alisma plantago-aquatica Water Plantain
00.80%Polygonum pennsylvanicum Pennsylvania Smartweed
WATERCOURSE CULVERT
SCALE 1"=10'
STATION LANE
ROADWAY
STATION LANE
ROADWAY
DA
T
E
No
.
DE
S
C
R
I
P
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N
SU
B
M
I
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T
A
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/
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DATE:
PROJ. No.:
SCALE:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
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AS SHOWN
EXISTING CONDITIONS PLAN
SCALE: 1"=60'
ACOE WETLAND AND CITY WETLAND BUFFER IMPACT PLAN
SCALE: 1"=30'
EXISTING BUFFER ALONG PROJECT FRONTAGE =+/-65,850 SF (INCLUDES STATION LANE PAVEMENT, SIDEWALKS AND WOODED AREAS)
VEGETATED AREA WITHIN EXISTING BUFFER=+/- 49,750 SF
BUFFER IMPACTS TO EXISTING VEGETATION ONLY= +/-9,950 SF OR 20.0 % OF EXISTING CITY WETLAND VEGETATED BUFFER WILL BE REMOVED.
STATION LANE
2022-02
JULY 2024
CI
T
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B
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F
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P
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LEGEND
ACOE PERENNIAL RPW DITCH
ACOE WETLANDS/PERENNIAL RPW DITCH IMPACTS
CITY WETLAND BUFFER IMPACTS
TA
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ACOE WETLANDS
NOTE 1
CULVERT SHOULD BE INSTALLED DURING SUMMER OR TIMES OF
DRY PERIODS WHEN NO WATER IS TRAVELING IN WATERCOURSE. IF
REQUIRED A DEWATERING PIT UPSTREAM OF CULVERT SHALL BE
PLACED (SEE DETAIL ON THIS SHEET) AND DISCHARGED TO
WATERCOURSE/WETLANDS AT A NONE ERODABLE VELOCITY OR
EROSION CONTROL MEASURE AT DISCHARGE POINT FROM PUMP
WILL BE REQUIRED.
CONCRETE CURB WITH SIDEWALK BEHIND (PRIVATE)
N.T.S.
N.T.S.
TYPICAL ASPHALT SECTION (PARKING LOTS)
ASPHALT SAWCUT
N.T.S.
CONCRETE CURB WITH GRASS BEHIND (PRIVATE)
N.T.S.
CONCRETE SIDEWALK SECTION (PRIVATE)
N.T.S.
N.T.S.
PAVEMENT WING GUTTER SECTION
CITY COLLECTOR STREET ROADWAY SECTION #1 (MEDIAN BOULEVARD-STATION PARK AVE)
N.T.S.
PRIVATE COLLECTOR STREET ROADWAY SECTION #2 (RAILROAD AVE)
N.T.S.
PRIVATE COLLECTOR STREET ROADWAY SECTION #3
N.T.S.
CITY PAVEMENT SECTION IN R.O.W
N.T.S.
TYPE 1 CURB-SLIP FORM IN CITY R.O.W
N.T.S.
CONCRETE SIDEWALK IN R.O.W
N.T.S.
SECTION VIEW
DRIVEWAY ENTRANCE #1
N.T.S.
ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES:
ACCESSIBLE RAMP TYPE 2
N.T.S.
ACCESSIBLE RAMP TYPE 5
N.T.S.ACCESSIBLE RAMP TYPE 3
N.T.S.
ACCESSIBLE RAMP TYPE 4
N.T.S.
PLAN VIEW
ACCESSIBLE RAMP TYPE 1
N.T.S.
ELEVATION
PLAN
N.T.S.
DECORATIVE FENCE AND COLUMNS
MEDIAN SIDEWALK
N.T.S.
DA
T
E
No
.
DE
S
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P
T
I
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N
SU
B
M
I
T
T
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/
R
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V
I
S
I
O
N
S
DATE:
PROJ. No.:
SCALE:
Fi
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N
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:
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:
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NONE
D-1
SEAL
DE
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DRAFT
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62
1
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S
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N
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1
2
0
4
7
PH
O
N
E
:
5
1
8
-
7
8
5
-
9
0
0
0
THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
NE
W
Y
O
R
K
2022-02
CI
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
JULY 2024
TA
X
P
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C
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L
S
1
6
5
-
2
-
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0
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1
6
5
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2
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1
8
,
&
1
6
5
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9
NY
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2
9
(
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PR
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C
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P
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P
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K
N.T.S.
8 SPACE BIKE RACK
N.T.S.
PARK BENCH INSTALLATION
ALUMINUM RAILING
N.T.S.
(INTERNAL TO SITE ONLY)
N.T.S.
1 5 8" SB
1 5 8" SB
1 5 8" SB
1 5 8" SB
1 5 8" SB
N.T.S.
NOTE: RETAINING WALL TYPICAL
CONSTRUCTION DETAIL PROVIDED.
CONTRACTOR TO SUPPLY ENGINEER AND
VILLAGE WITH NYS STAMPED DRAWINGS OF
RETAINING WALL SYSTEM BY
MANUFACTURER.
SEGMENTAL BLOCK RETAINING WALL SYSTEM GRAVITY RETAINING WALL
(INTERNAL TO SITE ONLY)
VINYL/PVC FENCE
N.T.S.
N.T.S.
20 SPACE BIKE RACK
MISCELLANEOUS PAVEMENT STRIPING
N.T.S.
HANDICAP PARKING STALL
N.T.S.
TYPICAL PARKING STALL
N.T.S.
N.T.S.
TYPE S CROSSING STRIPING
PARALLEL HANDICAP PARKING STALL
N.T.S.
PARALLEL PARKING STALL
N.T.S.
N.T.S.
STOP BAR
CITY PARKING STALL STANDARDS
N.T.S.
CONCRETE STAIRS WITH HANDRAIL
N.T.S.
N.T.S.
BLDG #1 DOUBLE DUMPSTER ENCLOSURE
BOLLARD DETAIL
N.T.S.
ACCESSIBLE PARKING SIGN
NO
PARKING
VAN
ACCESSIBLE
ANYTIME
NYSDOT BREAK-AWAY SIGN POST
N.T.S.
STOP
STOP SIGN DETAIL
N.T.S.
N.T.S.
DUMPSTER ENCLOSURE FENCE
N.T.S.
2 SPACE BIKE RACK
DA
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No
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
NE
W
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2022-02
CI
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A
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P
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JULY 2024
TA
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1
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5
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1
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5
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NY
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2
9
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STORM PIPE TRENCH
N.T.S.
ELEVATION
CONCRETE CATCH BASIN (PRIVATE)
PLAN
N.T.S.
CONCRETE MANHOLE (PRIVATE)
ELEVATION
PLAN
N.T.S.
DOWNSPOUT TO STORM CONNECTION
N.T.S.
PLAN
ELEVATION
INLET/OUTLET CULVERT STONE LINED APRON PROTECTION
N.T.S.
LOCATION RIP-RAP NYSDOT #
DEPTH
DIMENSION
W2 L TYPE
RIP-RAP
W1
YARD DRAIN OR CLEAN-OUT STORM DRAIN
N.T.S.
UNDERGROUND STORMWATER INFILTRATION ARRAY #1 LAYOUT
N.T.S.
N.T.S.
HYDRODYNAMIC UNIT - WQv#1, #2 AND #3
NONENONE
333.75
18"SICPP319.38
N/AN/AN/A
18"SICPP319.38
2400
100-YRS
15.36
13.80
WQV#2
NONENONE
324.00
12"SICPP320.18
N/AN/AN/A
12"SICPP320.18
2400
100-YRS
4.07
0.80
WQV#1
TYPE 1 CATCH BASIN IN R.O.W
N.T.S.
PRECAST CONCRETE CATCH BASIN IN R.O.W
N.T.S.
INFILTRATION BASIN #1 TYPICAL SECTION
N.T.S.
EMERGENCY SPILLWAY
N.T.S.
NONENONE
327.50
18"SICPP323.50
N/AN/AN/A
18"SICPP323.25
2400
100-YRS
21.08
3.96
WQV#3
WET SWALE EMERGENCY SPILLWAY
N.T.S.
PUMP STATION GENERAL NOTES:
PUMP STATION GENERATOR AND TRANSFER SWITCH NOTES:
ABBREVIATIONS
ONE-LINE DIAGRAM
N.T.S.INTERCONNECTION DIAGRAM
N.T.S.
EXISTING SEWAGE PUMP STATION ELEVATION
N.T.S.
EXISTING SEWAGE PUMP STATION PLAN
SCALE 1"=10'
WET SWALE TYPICAL SECTION
N.T.S.
DA
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DATE:
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
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JUNE 1, 2024
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NYS DEPT. OF HEALTH APPROVAL
DRIVEN SHEETING DETAIL
VALVE
N.T.S.
INSTALLATION OF UTILITIES AT CROSSING
N.T.S.
CLEAN OUT RISER COVER
N.T.S.
SEWER TRENCH
N.T.S.
WATER PIPE TRENCH
N.T.S.
TYPICAL WATER SERVICE BUILDING ENTRY
N.T.S.
N.T.S.
HYDRANT INSTALLATION
N.T.S.
WATER SERVICE
N.T.S.
THRUST BLOCK
N.T.S.
SEWER LATERAL
N.T.S.
BUILDING LATERAL
N.T.S.
SEWER MANHOLE
N.T.S.
SEWER MANHOLE BENCH
N.T.S.
N.T.S.
ROW HOUSE TYPICAL UTILITY PLAN
DA
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No
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DATE:
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2022-02
D-4
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THE ALTERATION OF THIS
MATERIAL IN ANY WAY, UNLESS
DONE UNDER THE DIRECTION OF
A COMPARABLE PROFESSIONAL,
(I.E.) ARCHITECT FOR AN
ARCHITECT, ENGINEER FOR AN
ENGINEER OR LANDSCAPE
ARCHITECT FOR A LANDSCAPE
ARCHITECT, IS A VIOLATION OF
THE NEW YORK STATE
EDUCATION LAW AND/OR
REGULATIONS AND IS A CLASS "A"
MISDEMEANOR.
NE
W
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O
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K
CI
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Y
O
F
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A
R
A
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P
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S
NYS DEPT. OF HEALTH APPROVAL
JULY 2024
TA
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P
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C
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1
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5
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1
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&
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NY
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2
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·
·
UTILITY SERVICE TRENCH
N.T.S.
TYPICAL GENERATOR/EQUIPMENT PAD DETAIL
N.T.S.
N.T.S.
LIGHT FIXTURE (LP-C)
N.T.S.
LIGHT FIXTURE FOUNDATION
N.T.S.
TYPICAL CONIFER PLANTING
NOTE:
TOPSOIL, FERTILIZER, & SEED
N.T.S.
GENERAL REQUIREMENTS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION AND SEDIMENT
CONTROL TO PROTECT SURROUNDING WATER BODIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION CONTROL AND
MAINTENANCE OF SOIL EROSION AND SEDIMENT CONTROL FACILITIES TO ENSURE
PROPER FUNCTIONING OF SAID FACILITIES (DURING CONSTRUCTION).
AFTER THE PROJECT HAS BEEN COMPLETED, THE CONTRACTOR SHALL HAVE THE
RESPONSIBILITY FOR ENSURING THAT ALL TEMPORARY SOIL EROSION AND SEDIMENT
CONTROL MEASURES HAVE BEEN REMOVED OR REPLACED BY PERMANENT CONTROLS.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN FOURTEEN (14) DAYS,
AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL IMMEDIATELY RECEIVE
TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE
ESTABLISHMENT OF A TEMPORARY COVER. DISTURBED AREAS SHALL BE LIMED AND
FERTILIZED PRIOR TO TEMPORARY SEEDING.
PERMANENT VEGETATION TO BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN
FIVE (5) DAYS AFTER FINAL GRADING. MULCH AS NECESSARY FOR SEED PROTECTION
AND ESTABLISHMENT. LIME AND FERTILIZE SEED BED PRIOR TO PERMANENT SEEDING.
EROSION & SEDIMENT POLLUTION CONTROL GUIDELINES
(SWPPP)
EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES AND PRACTICES, UTILIZED IN
THE CONSTRUCTION OF THE PROJECT, SHALL BE CONSISTENT WITH THE NEW YORK
STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL
(AUGUST 2005).
NATURAL VEGETATION SHALL BE RETAINED, PROTECTED, AND SUPPLEMENTED, AS
FEASIBLE PRIOR TO AND DURING CONSTRUCTION.
CUT AND FILL SLOPES SHALL BE BROUGHT TO FINAL PROPOSED GRADES AS SOON AS
POSSIBLE IN THE CONSTRUCTION SEQUENCES, AND SEEDED AND MULCHED
IMMEDIATELY.
EROSION AND SEDIMENT POLLUTION CONTROL FACILITIES (STRAW BALES, FILTER FABRIC
FENCING, STABILIZED CONSTRUCTION ENTRANCES, SILTATION BASINS, AND OTHER
ACCEPTABLE FACILITIES) SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL
COMPLETE SITE STABILIZATION.
HEAVY CONSTRUCTION EQUIPMENT SHALL BE KEPT AS CLOSE TO THE AREA AS
PRACTICAL TO MINIMIZE DISTURBANCE OF SOIL ALREADY STABILIZED OR UNDISTURBED
TOPSOIL AND OTHER SOIL REMOVED DURING CONSTRUCTION SHALL BE STOCKPILED IN A
SUITABLE LOCATION CLEAR FROM ANY STORMWATER DRAINAGE COURSES. STOCKPILES
WHICH ARE INACTIVE FOR MORE THAN FOURTEEN (14) DAYS SHALL BE SEEDED.
VEGETATIVE STABILIZATION SHALL BE PERIODICALLY INSPECTED FOR SUFFICIENT
GROWTH AND PROGRESS. AREAS NOT RESPONDING SHALL BE PROMPTLY RESEEDED
AND REMULCHED AS SOON AS POSSIBLE. AREAS SHOWING SIGNS OF EROSION PRIOR TO
STABILIZATION SHALL BE GRADED, RESEED, AND REMULCHED AS SOON AS POSSIBLE.
SOD OR EROSION CONTROL FABRIC SHALL BE UTILIZED WHERE ADEQUATE
STABILIZATION IS NOT OCCURRING.
ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BEFORE
BEGINNING EARTH MOVING ACTIVITIES, OR IN THEIR PROPER SEQUENCE, AND
MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.
A STABILIZED CONSTRUCTION ENTRANCE PAD OF 1-1/2" TO 2" CLEAN STONE WILL BE
PLACED AT ALL CONSTRUCTION DRIVEWAYS IMMEDIATELY AFTER SITE DISTURBANCE.
(DIMENSIONS: LENGTH-NOT LESS THAN 50 FT., EXCEPT ON SINGLE RESIDENCE LOT
WHERE 30 FT. MINIMUM WOULD APPLY: WIDTH-24 FT. MIN., BUT NOT LESS THAN FULL
WIDTH OF ENTRANCE OR EXIT DRIVES: DEPTH-NOT LESS THAN 8 IN.) FILTER CLOTH IS
REQUIRED PRIOR TO STONE PLACEMENT.
ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR MORE THAN 14 DAYS AND NOT
SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE A TEMPORARY
SEEDING. IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER, THE
DISTURBED AREAS WILL BE MULCHED WITH STRAW OR EQUIVALENT MATERIAL, AT A RATE
OF 2.5-3.0 TONS PER ACRE, ACCORDING TO STATE STANDARDS.
PERMANENT VEGETATION TO BE SEEDED ON ALL EXPOSED AREAS WITHIN FOURTEEN (14)
DAYS AFTER FINAL GRADING. MULCH TO BE USED AS NECESSARY FOR PROTECTION
UNTIL SEEDING IS ESTABLISHED.
THE APPLICATION OF TOPSOIL, LIMING, FERTILIZING, SEEDING, AND MULCHING FOR
DISTURBED AREAS SHALL BE CONSISTENT WITH THE STANDARD GENERAL PRACTICES
FOR CONSTRUCTION.
IMMEDIATELY FOLLOWING INITIAL DISTURBANCES OF ROUGH GRADING, ALL CRITICAL
AREAS SUBJECT TO EROSION (I.E., STEEP SLOPES AND ROADWAY EMBANKMENTS) WILL
RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE
EQUIVALENT, AT A RATE OF 2.5 - 3.0 TONS PER ACRE
ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND
STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E., SLOPES GREATER THAN 3:1).
AT THE TIME WHEN SITE PREPARATION FOR PERMANENT VEGETATIVE STABILIZATION IS
TO BE ESTABLISHED, ANY SOIL THAT WILL NOT PROVIDE A SUITABLE ENVIRONMENT TO
SUPPORT ADEQUATE VEGETATIVE GROUND COVER SHALL BE REMOVED OR TREATED IN
SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL CONDITIONS AND RENDER IT
SUITABLE FOR VEGETATIVE GROUND COVER.
IF THE REMOVAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS,
NON-VEGETATIVE MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE
EMPLOYED.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION AND SEDIMENT
CONTROL MEASURES UNTIL ALL AREAS HAVE BEEN PERMANENTLY STABILIZED.
EROSION AND SEDIMENT CONTROL MEASURE TO BE REMOVED ONLY AFTER PERMANENT
STABILIZATION IS COMPLETED AND THE CITY OF ALBANY AND SWPPP MONITORING
PROFESSIONAL HAS APPROVED THE WORK.
MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT
POLLUTION CONTROL FACILITIES
PROPER MAINTENANCE AND REPAIR OF EROSION AND SEDIMENT CONTROL FACILITIES
ARE NECESSARY TO THE EFFECTIVENESS OF THE EROSION AND SEDIMENT POLLUTION
CONTROL FACILITIES.
A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE ENTRANCE OF
EACH CONSTRUCTION INGRESS ONTO PUBLIC THOROUGHFARES AND STABILIZED
ROADWAYS.
DISTURBED GROUND SURFACES SHALL BE SPRINKLED WITH WATER, AS NEEDED, TO LIMIT
THE FORMATION AND MIGRATION OF AIRBORNE DUST.
OPERATIONAL MEASURES SHALL BE EMPLOYED DURING CONSTRUCTION TO PREVENT
THE SPILLS OF FUELS AND LUBRICANTS. IF A SPILL OCCURS, IT SHALL BE CONTROLLED
IMMEDIATELY TO PREVENT ITS ENTRY INTO OFF-SITE AREAS INCLUDING ADJACENT
STORM SEWER.
ANY TEMPORARY EROSION CONTROL FACILITY SHALL REMAIN FUNCTIONAL UNTIL
VEGETATIVE COVER IS SUFFICIENTLY ESTABLISHED WITHIN THE RESPECTIVE TRIBUTARY
DRAINAGE AREA.
ANY DEBRIS ACCUMULATED IN EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE
REMOVED AND PROPERLY DISPOSED. THESE FACILITIES SHALL BE CHECKED DAILY AND
AFTER RAINFALL EVENTS, AND REALIGNED AS NEEDED. SEDIMENT SHALL BE REMOVED
WHEN IT REACHES THE FOLLOWING DEPTHS:
STRAW BALE BARRIERS - 6 INCHES
SILT FENCING - 6 INCHES
SILTATION BASIN - 9 INCHES
NOTE:DISTURBED AREAS SHALL BE CONSIDERED AS PERMANENTLY STABILIZED WHEN A
MINIMUM COVER OF80% HAS BEEN ESTABLISHED.
ELEVATION
STANDARD SYMBOLS
SILT FENCE FOR TEMPORARY EROSION CONTROL
N.T.S.
FILTER FABRIC DROP INLET PROTECTION
STANDARD SYMBOL
N.T.S.
EXCAVATED DROP INLET PROTECTION
STANDARD SYMBOL
N.T.S.
N.T.S.
N.T.S.
PROFILE
SECTION B-B
PLAN
EROSION CONTROL IN DITCHES
N.T.S.
STOCKPILE STABILIZATION
CONCRETE WASHOUT PIT
CONSTRUCTION ACCESS
N.T.S.
PLAN VIEW
PROFILE
STONE CHECK DAM FOR TEMPORARY
N.T.S.
LIGHT FIXTURE FOUNDATION IN CITY ROW (LP-A-LP-B)
N.T.S.
DECORATIVE LIGHT FIXTURE IN CITY ROW (LP-A OR LP-B)
SHRUB PLANTING
N.T.S.
TYPICAL DECIDUOUS TREE PLANTING
N.T.S.
N.T.S.
LIGHT FIXTURE (LP-D)
NOTE:
CONSTRUCTION ENTRANCE IS
REQUIRED FOR EACH PHASE OF
BUILDING CONSTRUCTION. COORDINATE
WITH SWPPP INSPECTOR FOR
LOCATION.
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