HomeMy WebLinkAbout20230233 Station Lane Site Plan Revised Plans 24 x 36WE
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PARCEL AREA 2.00± ACRES
TAX PARCEL I.D.165.-2-76.2
PROPOSED ADDRESS 17 WEST AVENUE, SARATOGA SPRINGS, NY 12866
EXISTING ZONING NEIGHBORHOOD CENTER DISTRICT (NC)
MINIMUM BUILDING SETBACKS FRONT SETBACK: 0' MIN./12' MAX.
SIDE SETBACK:0' MIN.
REAR SETBACK:0' MIN.
BUILDING HEIGHT:2-STORY MIN./50' MAX.
FRONTAGE BUILD OUT:70% MIN.
BUILDING PROPERTIES (1) 4-STORY 104,243± GSF MIXED-USE BUILDING
UNDERGROUND
22,956± SF
7.5' HT PARKING GARAGE (2' FLOOR)
60 PARKING STALLS (57 & 3 ACCESSIBLE)
20 BICYCLE SPACES
FLOOR 1 (22,956± GSF)
2,000± SF COMMERCIAL/RETAIL
19 APARTMENTS (17,377± SF)
CIRCULATION/AMENITY/MECHANICAL (3,579 SF)
FLOORS 2-4 (22,956± GSF/FLOOR)
61 APARTMENTS TOTAL
CIRCULATION/AMENITY/MECHANICAL
REQUIRED VEHICLE PARKING RETAIL: 2,000 SF
1 SPACE PER 500 SF GFA
= 2,000 SF / 500
= 4 SPACES REQUIRED
RESIDENTIAL: 80 UNITS
1.5 SPACES PER UNIT
= 80 UNITS x 1.5 SPACES PER UNIT
= 120 REQUIRED
TOTAL
= 124 SPACES REQUIRED
= 124 SPACES PROVIDED
124 SPACES REQUIRED (NO REDUCTION FOR SHARED PARKING
PER SECTION 10.6.B & TABLE 10-D OF THE UNIFIED
DEVELOPMENT ORDINANCE OF THE CITY OF SARATOGA SPRINGS)
REQUIRED VEHICLE PARKING DWELLING - MULTI-FAMILY
1 SPACE PER 4 DWELLING UNITS
= 80 UNITS / 4
= 20 SPACES REQUIRED
TOTAL
= 20 SPACES PROVIDED
SITE COVERAGE STATISTICS BUILDING COVERAGE = 22,955 SF = 26.3%
GREENSPACE - 33,414 SF = 38.3%
PAVED/HARDSCAPE - 30,891 SF = 35.4%
USES PERMITTED ALL USES PERMITTED WITH SITE PLAN APPROVAL
SITE STATISTICS
CITY OF SARATOGA SPRINGS * S A R A T O G A C O U N T Y * N E W Y O R K
FADEN - WEST AVE SITE PLAN
SITE LOCATION MAP
Right of Way = 100'
2
3
4
.
8
9
'
S 83°41'54" E
496.53'
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N
2
4
°
5
2
'
0
0
"
W
8" CM
P
Width of Pavement = 24'±
Cu
r
b
t
o
C
u
r
b
=
3
9
'
±
24
"
C
P
P
Edge of Lawn
Catch Basin
TF = 332.02
Electric Box
Telephone Bo
x
UP
NM 47A
Catch Basin
TF = 334.48
Catch Basin
TF = 334.61
UP
NM 47-1/2
SMH
TF=333.05
N 83°41'54" W
371.80'
CIRF
CIRF
UP
NM 47
Catch Basin
TF = 329.15
Catch Basin
TF = 329.17
SMH
TF = 328.02
12 PVC INV. (
W
)
=
3
1
2
.
8
9
±
UP
Electric Box
Electric Box
Inv. = 320.16
Catch Basin
TF = 324.65
Inv. FES = 3
2
0
.
3
2
Concrete Head
w
a
l
l
30"RCP
Inv. = 316.80
UP
NM 46-2
SMH
TF=324.73
8" PVC Inv. (W)=311.77
12" PVC Inv (E)= 311.16
12" PVC Inv. (N)= 309.75
Telephone Box
GeneratorMeter Board
Sewer Pump Station
M UP
NM 46-2
Guy Anchor (T
y
p
.
)Inv. = 321.66
Sign
Sign
30 MPH
Sign
Sign
3
3
5
334
334
3
3
4
334333
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2
332
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326
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7
328
328
329
329
3
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326
32
6
326
325
3
2
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32
2
32
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Over
h
e
a
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U
t
i
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i
t
y
Line
s
(
T
y
p
.
)
Inv. = 322.35
Inv. = 321.1
6
15
"
C
P
P
Concrete Headwall
30"Metal Pipe
Inv. = 317.48
Gas Meter
With Bollards
Edge Water
Rip Rap
Lands N/F
Station Lane,
L
L
C
2017 / 12746
Lands N/F
West Doctors
,
L
L
C
2013 / 25499
Sign
No Parking
Concrete Walk
Area Maintain
e
d
by Adjoiner
S0
7
°
1
2
'
0
7
"
W
2
0
1
.
0
1
'
SMH
TF=324.79
4" Steel Inv. (NW)=319.73
4" Steel Inv. (SE)=319.63
4" Steel Inv. East Inaccessible
3
2
5
3
2
3
3
2
2
3
2
1
321
32
0
Lands N/F
Intrada Sarat
o
g
a
S
p
r
i
n
g
s
Housing Devel
o
p
m
e
n
t
2018 / 19219
Lands N/F
Eagle Assoc.o
f
N
i
a
g
a
r
a
Frontier, Inc
.
2021 / 39615
Lands N/F
Frank J. Pari
l
l
o
1245 / 154
Lands N/F
Adirondack Am
e
r
i
c
a
n
L
e
g
i
o
n
#
7
0
Of The Americ
a
n
L
e
g
i
o
n
2007 / 33701
12" SDR35
Stop
Sign
100'
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a
NYS D
E
C
W
E
T
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A
N
D
Lands N/F
Station Lane, LLC
2017 / 12746
Lands N/F
West Doctors, LLC
2013 / 25499
Lands N/F
Intrada Saratoga Springs
Housing Development
2018 / 19219
Lands N/F
Add Realty, Inc.
1202 / 181
Lands N/F
2 West Ave, LLC
2014 / 16401
Lands N/F
Eagle Assoc. of
Niagara
Frontier, Inc.
2021 / 39615
Lands N/F
Frank J. Parillo
1245 / 154
Lands N/F
Adirondack American
Legion #70 Of The
American Legion
2007 / 33701
Lands N/F
W M Memorial, Inc.
2012 / 48754
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EXISTING CONDITIONS & DEMO PLAN
300' ADJACENT
PROPERTY MAP
SITE LOCATION
300' OFFSET
Ov
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24
"
C
P
P
Electric Box
Telephone Box
UP
NM 47A
UP
NM 47-1/2
CIRF
CIRF
UP
NM 47
UP
Electric Box
Electric Box
UP
NM 46-2
Telephone Box
M UP
NM 46-2
Guy Anchor (T
y
p
.
)
3
3
5
334
334
3
3
4
334333
333
332
33
2
332
332
331
331
331
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329
329
329
328
3
2
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328
328
32
7
32
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327
3
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3
2
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326
326
325
3
2
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325
3
2
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325
325
32
5
324
3
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32
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32
3
323
3
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323
3
2
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32
2
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322
321
321
3
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321
321
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320
31
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3
1
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319
31
9
319
32
7
328
328
329
329
3
2
9
326
32
6
326
325
3
2
4
322
32
2
32
4
Over
h
e
a
d
U
t
i
l
i
t
y
Line
s
(
T
y
p
.
)
Edge Water
Rip Rap
Lands N/F
Station Lane,
L
L
C
2017 / 12746
Lands N/F
West Doctors,
L
L
C
2013 / 25499
Concrete Walk
3
2
5
3
2
3
3
2
2
3
2
1
321
32
0
Lands N/F
Frank J. Pari
l
l
o
100'
A
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A
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a
NYS D
E
C
W
E
T
L
A
N
D
Right of Way = 100'
Width of Pavement = 24'±
Cu
r
b
t
o
C
u
r
b
=
3
9
'
±
BASEMENT -7.5' TALL PARKING WITH 2' FLOOR SYSTEM
FLOOR 1 - 2,000 SF RETAIL, 19 APARTMENTS
FLOOR 2-4 - 61 APARTMENTS
4 STORY MIXED-USE BUILDING
FFE = 334.85
BFE = 325.35 22,956± SF BUILDING FOOTPRINT
PARKING REQUIRED = 124 SPACES
ST
O
P
ST
O
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T
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24
5
2
S
T
A
T
E
R
O
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E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
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LAYOUT & MATERIALS PLAN
1 SITE PLAN NOTES
Ov
e
r
h
e
a
d
U
t
i
l
i
t
y
L
i
n
e
s
8" CM
P
24
"
C
P
P
Catch Basin
TF = 332.02
UP
NM 47A
UP
NM 47-1/2
SMH
TF=333.05
CIRF
CIRF
UP
NM 47
Catch Basin
TF = 329.15
Catch Basin
TF = 329.17
SMH
TF = 328.02
12 PVC INV. (
W
)
=
3
1
2
.
8
9
±
UP
Inv. = 320.1
6
Catch Basin
TF = 324.65
Inv. FES = 3
2
0
.
3
2
Concrete Head
w
a
l
l
30"RCP
Inv. = 316.80
UP
NM 46-2
SMH
TF=324.73
8" PVC Inv. (W)=311.77
12" PVC Inv (E)= 311.16
12" PVC Inv. (N)= 309.75
Meter Board
Sewer Pump Station
M
Inv. = 321.6
6
3
3
4
334333
333
33
2
332
332
331
331
330
330
329
329
329
328
3
2
8
328
328
32
7
32
7
3
2
7
3
2
7
327
3
2
6
3
2
6
326
326
325
3
2
5
325
3
2
5
325
325
32
5
324
3
2
4
32
4
3
2
4
3
2
4
32
3
323
3
2
3
323
3
2
3
32
2
322
322
321
321
3
2
1
321
321
321
3
2
0
3
2
0
320
31
9
3
1
9
3
1
9
3
1
9
319
31
9
319
32
7
328
328
329
329
3
2
9
326
32
6
326
325
3
2
4
322
32
2
32
4
Over
h
e
a
d
U
t
i
l
i
t
y
Line
s
(
T
y
p
.
)
Inv. = 321.16
15
"
C
P
P
Concrete Headwall
30"Metal Pipe
Inv. = 317.48
Edge Water
Rip Rap
Lands N/F
Station Lane,
L
L
C
2017 / 12746
Concrete Walk
3
2
5
3
2
3
3
2
2
3
2
1
321
32
0
Lands N/F
Lands N/F
Frank J. Pari
l
l
o
1245 / 154
Adirondack Am
e
r
i
c
a
n
L
e
g
i
o
n
#
7
0
12" SDR35
100'
A
d
j
a
c
e
n
t
A
r
e
a
NYS D
E
C
W
E
T
L
A
N
D
Right of Way = 100'
Width of Pavement = 24'±
Cu
r
b
t
o
C
u
r
b
=
3
9
'
±
BASEMENT -7.5' TALL PARKING WITH 2' FLOOR SYSTEM
FLOOR 1 - 2,000 SF RETAIL, 19 APARTMENTS
FLOOR 2-4 - 61 APARTMENTS
4 STORY MIXED-USE BUILDING
FFE = 334.85
BFE = 325.35 22,956± SF BUILDING FOOTPRINT
PARKING REQUIRED = 124 SPACES
ST
O
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WE
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1
2
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3
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UTILITIES & GRADING PLAN
S
W
ST
Ov
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L
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24
"
C
P
P
UP
NM 47A
UP
NM 47-1/2
CIRF
CIRF
UP
NM 47
UP
UP
NM 46-2
Generator
M
3
3
4
334333
333
33
2
332
332
331
331
330
330
329
329
329
328
3
2
8
328
328
32
7
32
7
3
2
7
3
2
7
327
3
2
6
3
2
6
326
326
325
3
2
5
325
3
2
5
325
325
32
5
324
3
2
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32
4
3
2
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3
2
4
32
3
323
3
2
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323
3
2
3
32
2
322
322
321
321
3
2
1
321
321
321
3
2
0
3
2
0
320
31
9
3
1
9
3
1
9
3
1
9
319
31
9
319
32
7
328
328
329
329
3
2
9
326
32
6
326
325
3
2
4
322
32
2
32
4
Over
h
e
a
d
U
t
i
l
i
t
y
Line
s
(
T
y
p
.
)
Edge Water
Rip Rap
Lands N/F
Station Lane,
L
L
C
2017 / 12746
Concrete Walk
SMH
TF=324.79
4" Steel Inv. (NW)=319.73
4" Steel Inv. (SE)=319.63
4" Steel Inv. East Inaccessible
3
2
5
3
2
3
3
2
2
3
2
1
321
32
0
Lands N/F
Lands N/F
Frank J. Pari
l
l
o
1245 / 154
Adirondack Am
e
r
i
c
a
n
L
e
g
i
o
n
#
7
0
100'
A
d
j
a
c
e
n
t
A
r
e
a
NYS D
E
C
W
E
T
L
A
N
D
Right of Way = 100'
Width of Pavement = 24'±
Cu
r
b
t
o
C
u
r
b
=
3
9
'
±
ST
O
P
WE
S
T
A
V
E
S
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P
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A
N
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N
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I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
SPOT GRADING PLAN
Right of Way = 100'
Width of Pavement = 24'±
Cu
r
b
t
o
C
u
r
b
=
3
9
'
±
FFE = 334.85
BFE = 325.35
ST
O
P
Ov
e
r
h
e
a
d
U
t
i
l
i
t
y
L
i
n
e
s
24
"
C
P
P
UP
NM 47A
CIRF
CIRF
UP
NM 47
UP
NM 46-2
Generator
M
333
332
332
331
331
330
330
329
329
328
328
328
32
7
3
2
7
3
2
7
327
3
2
6
326
326
325
3
2
5
325
325
325
32
5
324
32
4
3
2
4
3
2
4
32
3
323
323
3
2
3
322
322
321
321
321
321
321
3
2
0
320
3
1
9
319
31
9
319
32
7
328
328
329
329
3
2
9
326
32
6
326
325
3
2
4
322
32
2
32
4
Over
h
e
a
d
U
t
i
l
i
t
y
Line
s
(
T
y
p
.
)
Concrete Walk
SMH
TF=324.79
4" Steel Inv. (NW)=319.73
4" Steel Inv. (SE)=319.63
4" Steel Inv. East Inaccessible
3
2
5
3
2
3
32
0
Lands N/F
Intrada Sarat
o
g
a
S
p
r
i
n
g
s
100'
A
d
j
a
c
e
n
t
A
r
e
a
NYS D
E
C
W
E
T
L
A
N
D
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
EROSION & SEDIMENT CONTROL PLAN
“”
Right of Way = 100'
Width of Pavement = 24'±
Cu
r
b
t
o
C
u
r
b
=
3
9
'
±
BASEMENT -7.5' TALL PARKING WITH 2' FLOOR SYSTEM
FLOOR 1 - 2,000 SF RETAIL, 19 APARTMENTS
FLOOR 2-4 - 61 APARTMENTS
4 STORY MIXED-USE BUILDING
FFE = 334.85
BFE = 325.35 22,956± SF BUILDING FOOTPRINT
PARKING REQUIRED = 124 SPACES
ST
O
P
24
"
C
P
P
UP
NM 47A
NM 47-1/2
M
Over
h
e
a
d
U
t
i
l
i
t
y
Line
s
(
T
y
p
.
)
Concrete Walk
100'
A
d
j
a
c
e
n
t
A
r
e
a
NYS D
E
C
W
E
T
L
A
N
D
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
LANDSCAPING PLAN
DECIDUOUS TREE PLANTING DETAIL1
SHRUB PLANTING DETAIL2
Right of Way = 100'
Width of Pavement = 24'±
Cu
r
b
t
o
C
u
r
b
=
3
9
'
±
Ov
e
r
h
e
a
d
U
t
i
l
i
t
y
L
i
n
e
s
24
"
C
P
P
UP
NM 47A
UP
NM 47-1/2
CIRF
CIRF
UP
NM 47
UP
NM 46-2
Generator
M
3
3
5
334334
3
3
4
334
333
333
332
33
2
332
332
331
331
330
330
330
329
329
329328
3
2
8
328
328
32
7
3
2
7
3
2
7
327
3
2
6
326
326
325
325
3
2
5
325
325
32
5
324
3
2
4
32
4
3
2
4
32
3
323
3
2
3
323
32
2
322
321
3
2
1
321
321
32
0
3
2
0
31
9
3
1
9
3
1
9
3
1
9
319
31
9
32
7
328
328
329
329
3
2
9
326
326
326
325
3
2
4
322
32
2
32
4
Over
h
e
a
d
U
t
i
l
i
t
y
Line
s
(
T
y
p
.
)
Rip Rap
Lands N/F
Station Lane, L
L
C
2017 / 12746
Lands N/F
West Doctors, L
L
C
2013 / 25499
Concrete Walk
SMH
TF=324.79
4" Steel Inv. (NW)=319.73
4" Steel Inv. (SE)=319.63
4" Steel Inv. East Inaccessible
3
2
5
3
2
3
3
2
2
3
2
1
321
32
0
Frank J. Parill
o
100'
A
d
j
a
c
e
n
t
A
r
e
a
NYS D
E
C
W
E
T
L
A
N
D
B @ 20'B @ 20'
B @ 20'B @ 20'
B @ 20'
B @ 20'
C @ 15'C @ 15'
C @ 15'
C @ 15'
A @ 12'
A @ 12'
A @ 12'
A @ 12'
A @ 12'A @ 12'A @ 12'
D @ 12'D @ 12'D @ 12'D @ 12'D @ 12'
D @ 12'D @ 12'
C @ 15'
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
LIGHTING PLAN
A
B
C
Symbol Label Image Qty Manufacturer Catalog Description Lamp Output
(Lumens)
7
9
5
Sternberg
Lithonia Lighting
Lithonia Lighting
PT-D650SRLED-5T-
4AR22T5-MDL03-A-PEC/
4212T4/BK
DSX1 LED 40C 700 40K
T3M MVOLT HS MA
DSXW2 LED 20C 1000
40K T3M MVOLT
LED ACORN STYLE FIXTURE, CITY OF
SARATOGA SPRINGS 'TYPE A' LIGHT
3423
DSX1 LED WITH (2) 20 LED LIGHT
ENGINES, RIGHT ROTATED TYPE T3M
OPTIC, 4000K, @ 700mA WITH HOUSE
SIDE SHIELD, FOR MAST ARM
MOUNTING
7204
DSXW2 LED WITH (2) LIGHT ENGINES, 20
LED's, 1000mA DRIVER, 4000K LED, TYPE
3 MEDIUM OPTIC
7701
Schedule
D
5
EXISTING STREETLIGHTLED LUMINAIRE (TYPE A) AND POLE FOUNDATION1
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
FABRIC DROP INLET PROTECTION5
1
STABILIZED
CONSTRUCTION ENTRANCE
SEDIMENT CONTROL FENCE2
4 RIPRAP OUTLET PROTECTION
3
MATERIAL STORAGE & SOIL
STOCKPILE STABILIZATION DETAIL
CONCRETE WASHOUT AREA6
7 TEMPORARY SWALE DETAIL
8
TEMPORARY CONSERVATION AREA
PROTECTION CONSTRUCTION FENCING
2 COMPOST FILTER SOCK
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
2
PRECAST CONCRETE
MANHOLE - UNDER 5' DEEP
3 TYPICAL PIPE TRENCH DETAIL
5
HDPE PIPE TO STRUCTURE:
BOOTED JOINT
1
PRECAST CONCRETE
MANHOLE - 5' DEEP AND OVER
*
6 STANDARD SNOUT OIL-WATER/DEBRIS SEPARATOR
9 DURASLOT W/ 6" SLOT BY ADS PIPE
www.ContechES.com
CASCADE SEPARATOR3
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
6 TYPICAL CLEAN OUT
7
SANITARY SEWER
SERVICE CONNECTIONS
8 TYPICAL PIPE TRENCH DETAIL
WIDTH AS
REQUIRED
TYPICAL THRUST BLOCKS DETAIL1 THRUST BLOCKS NOTES2 3
INSTALLATION OF WATER MAIN AT
CROSSING WITH SANITARY OR STORM SEWER
TYPICAL JOINT DETAIL4
5 TAPPING SLEEVE AND VALVE
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
4 DROP CURB AT COMMERCIAL DRIVEWAY DETAIL
ASPHALT PAVEMENT DETAIL1
CONCRETE SPECIFICATIONS3
5 TYPICAL PEDESTRIAN CURB RAMPS DETAIL
CONCRETE SIDEWALK DETAIL2
7 SIDEWALK RAMP
EXTERIOR BIKE RACK6
8
NYSDOT TYPE M4 CONCRETE
MOUNTABLE CURB DETAIL
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
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A
T
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G
A
S
P
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N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
RESERVED
PARKING NO
ANY
TIME
PARKING
TYPICAL PARKING SPACE LAYOUT1
2 DETECTABLE TEXTURE WARNING DETAILS
PARKING & TRAFFIC CONTROL SIGNS4
STOP NO
FIRE
LANE
PARKINGALTERNATE
PARKING
SIDE
NO
ANY
TIME
PARKING
CROSS WALK STRIPING6
7
TYPE 1 CURB - CAST-IN-PLACE/SLIP
FORM CONCRETE AT TURF DETAIL
3
TYPE 2A CURB - PRECAST
CONCRETE AT SIDEWALK DETAIL
8
PAVEMENT TERMINATION
AND SAWCUT DETAIL
METAL BEAM GUIDERAIL9
DOUBLE DUMPSTER ENCLOSURE5
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
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N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
6
TYPICAL REDI-ROCK RETAINING WALL
(OR APPROVED EQUAL)7
CLOSED METAL PICKET
FENCE ON CONCRETE SLAB
CONCRETE RAMP HANDRAIL DETAIL3
PARK BENCH DETAIL1
TYPICAL POLE MOUNTING DETAIL5
8 PIPE BOLLARD DETAIL
4 GRASSPAVE2 REINFORCED EARTH (GRASS PAVER)
BRICK PAVER DETAIL2
330
328
326
3
2
4
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
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N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
3
6.5'
MAX.24" MIN.
STORMKEEPER CHAMBER
INSPECTION PORT DETAIL
SUBSURFACE DETENTION SYSTEM #1
1
2 STORMKEEPER SK180 CHAMBERS (SYSTEM #1)
6 CISTERN ACCESS MANHOLE
5
SUBSURFACE SYSTEM #1 OUTLET
STRUCTURE (OCS1)
www.ContechES.com
®
JELLYFISH JF4-1-1 FILTER DETAIL (SYSTEM #1)4
Guy Anchor (Typ
.
)
32
3
322
32
2
WE
S
T
A
V
E
S
I
T
E
P
L
A
N
WE
S
T
A
V
E
,
C
I
T
Y
O
F
S
A
R
A
T
O
G
A
S
P
R
I
N
G
S
,
S
A
R
A
T
O
G
A
C
O
U
N
T
Y
,
N
E
W
Y
O
R
K
PR
E
L
I
M
I
N
A
R
Y
/
N
O
T
FO
R
C
O
N
S
T
R
U
C
T
I
O
N
24
5
2
S
T
A
T
E
R
O
U
T
E
9
S
U
I
T
E
3
0
1
MA
L
T
A
,
N
Y
1
2
0
2
0
(5
1
8
)
8
9
9
-
5
2
4
3
LA
N
S
I
N
G
E
N
G
I
N
E
E
R
I
N
G
1 SUBSURFACE DETENTION SYSTEM #2
2 STORMKEEPER SK75 CHAMBERS (SYSTEM #2)
4
SUBSURFACE SYSTEM #2 OUTLET
STRUCTURE (OCS2)
www.ContechES.com
®
JELLYFISH JF4-1-1 FILTER DETAIL (SYSTEM #2)3