HomeMy WebLinkAbout20260091 Lexington Rd & Bemis Heights Rd Subdivision Modification Plans1
PROPOSED ROADWAY AND R.O.W.
ACOE
JURIDICTIONAL
WETLAND
BOUNDARY
(TYP)
PROPOSED PROPERTY LINE (TYP)
PROPOSED TWO STORY
SINGLE FAMILY HOME
WITH 2 CAR GARAGE
1,500 SF FOOTPRINT (TYP)
PROPOSED TWO STORY
SINGLE FAMILY HOME
WITH 2 CAR GARAGE
2,400 SF FOOTPRINT (TYP)
ACOE WETLANDS
TO BE FILLED (TYP)
P
P
P
P
P
P
P
PP
P
P
P
PPPPP
PPPP
P
P
P
P
P
P
P
P
P
PPP
P
P
P
P
PPPPPPPPPPPPPPPPPPPPPPPPP
PPP
P
P
PPP
P
P
P
P
P
P
P
P
P
P
PP
P
P
P
P
P
P
P
P P P
P
P
P
P
P P P P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P P P P P
P
P P P
P
P
P
P
P
P
P
P
P
P
P
P P P P P
P
P
P
P
P P P P P P P P P P P P P P P P P P P P P P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
PROPOSED TREE CLEARING
AND LIMITS OF DISTURBANCE
(TYP). TOTAL AREA 3.25± ACRES
141,971 SF
W
W
W
W
W
W
W
W
FFG=2
5
2
.
5
0
FFG=252.50
FFG=252
.
5
0
FFG
=
2
5
2
.
5
0
FFG
=
2
5
2
.
0
0
FFG=250.5
0
FFG=250.00
FF
G
=
2
5
0
.
5
0
FFG=
2
5
0
.
5
0
FFG
=
2
5
2
.
5
0
FFG
=
2
5
2
.
0
0
F
F
G
=
2
6
0
.
0
0
10
18,332±SF
17,322±SF
14,836±SF
14,618±SF
12,707±SF
564,088±SF
PROPOSED BUILDING SETBACK LINE (TYP)
13
11
9
8
7
5
2
3
4
6 16,303±SF
15,247±SF
13,393±SF
13,391±SF
18,479±SF
25,924.6±SF
100.0'
100.0'
100.
0
'
100
.
0
'
100.0'
100.0'
188'
R.O.
W
.
61,9
7
9
±
S
F
BUILDING SETBACK
LINE (TYP)
FFG=2
5
0
.
0
0
12
104'±
65'±110'±
12
6
'
±
130'±
12
8
'
±
13
3
'
±
105'±
16
5
'
±
19
4
'
±
61'±
14
7
'
±
1
5
1
'
±
87'±
9
1
'
±
76'±
100'±
159'
14
2
'
±
11
6
'
±
116'±
102'±
403'±
143'
100
.
0
'
432.
7
'
11
.
5
'
15.0'
15.0'
20
.
0
'
(T
Y
P
)
(T
Y
P
)
(TYP)
(TYP)
13
.
5
'
55
.
0
'
(T
Y
P
)
(T
Y
P
)
(T
Y
P
)
2
8
.
0
'
12
'
±
12
9
'
±
50.0' OFFSET TO
WETLAND
BOUNDARY (TYP)
2.3± ACRES
5
5
2
'
±
90'
PROPOSED
STORMWATER
WATER QUALITY
BASIN
PROPOSED
STORMWATER
WATER QUALITY
BASIN
35
'
35'
35
'
0+00
1+00
2+00
3+00
4+00
5+0
0
6+0
0
7+00
8+00
9+00
10+0
0
11+0
0
PROPOSED DECIDUOUS
STREET TREE (TYP)
STOP
SIGN
STOP
BAR
STREET
SIGN
1 INCH = FT.
0 50 100
50
SITE/APPLICANT INFORMATION
APPLICANT: AAADMC Ventures LLC
1 Nadeau Drive
Clifton Park, NY 12065
OWNER: AAADMC Ventures LLC
1 Nadeau Drive
Clifton Park, NY 12065
PARCEL ID'S:166.15-2-34,-35
166.19-1-1 THROUGH -41
City of Saratoga Springs
County of Saratoga
BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED:
"SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE
ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024.
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CHECKED BY: DFA
SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: JANUARY 2022
DRAWING NO.
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CONSTRUCTION
RECORD PLANS
DATE SUBMITTED:
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P
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FM
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FM FM
FM
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FM
FM
FM
FM
FM
FM
SA
W
W PS
PS
PS
PS
PS
PS
PS
PS
PS
10
13
11
9
8
7
5
2
3
4
6
8" HYDRANT AND
VALVE (TYP)
CB5
12PS
PS
W
W
W
W
W
W
W
W
W
WW
LOW PRESSURE
SEWER CONNECT
TO EXISTING
GRAVITY MANHOLE
8" MAIN
CONNECT
TO
EXISTING
CB4
CB3A
CB3
CB6
CB1A
CB1
STORMWATER
QUALITY BASIN
1,000±CF
SMH1
SMH2
SMH3
SMH4
SMH5
PS
STORMWATER
QUALITY BASIN
1,000±CF
STORMWATER
QUALITY BASIN
1,000±CF
8" WATER
MAIN (TYP)
LPS SEWER
MAIN (TYP)
8" WATER
MAIN (TYP)
LPS SEWER
MAIN (TYP)
CB2A
CB2
8" TAPPING
VALVE AND
SLEEVE
0+00
1+00
2+00
3+00
4+00
5+0
0
6+0
0
7+00
8+00
9+00
10+0
0
11+0
0
LPS PUMP
STATION (TYP)
3
4" TYPE K
WATER
SERVICE (TYP)
STORMWATER
QUALITY BASIN
1,000±CF
1 INCH = FT.
0 50 100
50
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SHEET OF
CHECKED BY: DFA
SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: JANUARY 2022
DRAWING NO.
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ISSUED FOR REVIEW
CONSTRUCTION
RECORD PLANS
DATE SUBMITTED:
ARI
C
O
A
SS
O
C
I
A
T
E
S
ENG
I
N
E
E
R
S
LAN
D
PLA
N
N
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R
S
&
CON
S
U
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T
A
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10
UT
I
L
I
T
Y
P
L
A
N
S2
2
1
FFG=2
5
2
.
5
0
FFG=252.50
FFG=252
.
5
0
FFG
=
2
5
2
.
5
0
FFG
=
2
5
2
.
0
0
FFG=250.5
0
FFG=250.00
FF
G
=
2
5
0
.
5
0
FFG
=
2
5
0
.
5
0
FFG
=
2
5
2
.
5
0
FFG
=
2
5
2
.
0
0
F
F
G
=
2
6
0
.
0
0
10
13
11
9
8
7
5
2
3
4
6
CB5
FFG=2
5
0
.
0
0
12
TW246.50
BW242.00
BW247.00
TW247.50
BW242.00
TW246.50
BW245.50
TW247.00
BW246.00
TW248.00
BW246.00
CB4
CB3A
CB3
CB6
CB1A
CB1
STORMWATER
QUALITY BASIN
1,000±CF
SMH1
SMH2
SMH3
SMH4
SMH5
CB4
TF=248.40
I.I.(CB3)=245.40
I.O.(12")=245.40
CB5
TF=248.40
I.I.(CB4)=245.18
I.O.(12")=245.18
CB6
TF=246.50
I.I.(CB5)=243.22
I.O.(12")=243.22
CB3A
TF=249.80
I.O.=246.80
CB3
TF=249.80
I.I.(CB3A=246.58
I.O.(12")=246.58
CB2A
TF=251.00
I.O.(12")=248.00
CB2
TF=251.00
I.I.(CB2A)=247.78
I.O.(12")=247.78
FES
INV. 243.10
FES
INV.
242.00
FES
INV.
244.00
CB2A
CB2
FES
INV. 247.68
CB1
TF=252.00
I.I.(CB2A)=248.78
I.O.(12")=248.78
CB1A
TF=252.00
I.O.(12")=259.00
FES
INV. 248.63
12'±
12" HDPE
S=1.0%
119'±
12" HDPE
S=1.0%
25024
9
2
5
0
251
252
2
5
1
251
2
4
7
24
6
249
252
2
4
9
246
245
2
4
4
2
4
4
248
2
4
7
24
8
253
252
24
8
25
0
x251.75 x251.75
x251.75
25
9
25
8
2
4
8
2
4
8
2
4
6
2
4
9
25
2
251
250
2
4
3
x252.75
x252.75
250
249
248
247
248
244
247
2
5
4
253
252
252
252
251
248
250249
250
2
5
1
251
251
2
5
2
252
253
253
253
253
252
252x50
251x50
253
253
252
252
251
252
251
250
254
254
251
251
250249248
250 249
249
25
2
252251
2
5
0
2
4
7
2
4
9
249
247
246
244
242
2
5
0
2
5
1
250
x252.75
x252.75
x252.75
x252.75
30'±
36" HDPE
S=6.0%
64'±
36" HDPE
S=1.0%
2
4
6
0+00
1+00
2+00
3+00
4+00
5+0
0
6+0
0
7+00
8+00
9+00
10+0
0
11+0
0
196'±
12" HDPE
S=1.0%
249 22'±
12" HDPE
S=1.0%
22'±
1
2
"
H
D
P
E
S=1.0
%
22'± 12" HDPE
S=1.0%
22'± 12"
H
D
P
E
S=1.0%
22'± 12" HDPE
S=1.0%
1 INCH = FT.
0 50 100
50
BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED:
"SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE
ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024.
DO
M
I
N
I
C
K
F
.
A
R
I
C
O
,
P
.
E
.
LI
C
.
N
O
.
0
6
6
5
1
5
RE
V
I
S
I
O
N
S
SHEET OF
CHECKED BY: DFA
SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: JANUARY 2022
DRAWING NO.
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241
241
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259
260
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0
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251
25
1
25
1
25
2
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3
253
254
254
2
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250
251
252
24
8
248
249
24
9
25
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252
249250
248249
245246247
24
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24
6
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2
5
2
2
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3
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6
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6
25
7
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7
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8
25
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9
25
9
2
6
0
26
0
26
1
2
6
1
26
2
2
6
2
2
6
3
26
3
2
6
4
264
2
6
5
265
250
248
24
6
24
4
1
P
P
P
P
P
P
P
PP
P
P
P
PPPPP
PPPP
P
P
P
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PPPPPPPPPPPPPPPPPPPPPPPPP
PPP
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W
W
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W
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TW246.50
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BW247.00
TW247.50
BW242.00
25
2
TW246.50
BW245.50
TW247.00
BW246.00
TW248.00
BW246.00
CB4
CB3A
CB3
CB6
CB1A
CB1
STORMWATER
QUALITY BASIN
1,000±CF
SMH1
SMH2
SMH3
SMH4
SMH5
EROSION CONTROL
FENCING OR TUBULAR
PROTECTION (TYP)
CB2A
CB2
25024
9
2
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251
252
2
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1
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2
4
6
249
CONCRETE
WASHOUT
TEMPORARY
STOCK PILE
AREA, 1200±SF
TEMPORARY
STOCK PILE
AREA, 1200±SF
1 INCH = FT.
0 50 100
50
BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED:
"SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE
ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024.
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SHEET OF
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SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: JANUARY 2022
DRAWING NO.
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DATE SUBMITTED:
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4
STABILIZED CONSTRUCTION ACCESS NOTES:
SILT FENCE/TUBULAR FILTRATION NOTES:
DUST CONTROL NOTES:
TEMPORARY SEEING AND MULCHING NOTES:
SEQUENCE OF CONSTRUCTION NOTES:
GENERAL NOTES:
SEQUENCE OF CONSTRUCTION NOTES:
2
3
6
236
237
2
3
7
2
3
8
238
2
3
9
239
2
4
0
240
241
241
242
242
243
24
3
244
24
4
2
4
5
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24
6
246
24
7
24
8
24
9
25
0
25
0
25
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25
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25
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2
246
247
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249
250
251
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247
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2
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25
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25
0
250
250
25
0
2
5
0
25
1
25
1
2
5
1
252
244
245
246 247248249250
251251251
25
2
2
5
2
252
25
3
2
5
4
25
5
25
6
25
6
2
5
6
25
7
25
7
2
5
7
25
8
258
2
5
8
25
9
259
259
260
260
260
2
6
0
2
6
0
250
251
25
1
25
1
25
2
25
3
253
254
254
2
5
0
250
251
252
248
248
24
9
24
9
250248
252
249
250
248249
24524624
7
24
4
244
24
6
249 250
2
5
2
2
5
3
254
2
5
4
2
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4
2
5
5
2
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5
25
6
2
5
6
257
2
5
7
2
5
8
25
8
2
5
9
25
9
2
6
0
26
0
26
1
2
6
1
26
2
2
6
2
2
6
3
26
3
2
6
4
264
2
6
5
265
250
248
24
6
24
4
1
FFG=2
5
2
.
5
0
FFG=252.50
FFG=252
.
5
0
FFG
=
2
5
2
.
5
0
FFG
=
2
5
2
.
0
0
FFG=250.5
0
FFG=250.00
FF
G
=
2
5
0
.
5
0
FFG
=
2
5
0
.
5
0
FFG
=
2
5
2
.
5
0
FFG
=
2
5
2
.
0
0
F
F
G
=
2
6
0
.
0
0
1011
9
8
7
5
2
3
4
6
CB5
FFG=2
5
0
.
0
0
12
TW246.50
BW242.00
BW247.00
TW247.50
BW242.00
25
2
TW246.50
BW245.50
TW248.00
BW246.00
CB4
CB3A
CB3
CB6
CB1A
CB1
STORMWATER
QUALITY BASIN
1,000±CF
SMH1
SMH2
SMH3
SMH4
SMH5
CB2A
CB2
25024
9
2
5
0
251
252
2
5
1
251
2
4
7
24
6
249
252
2
4
9
246
245
2
4
4
2
4
4
248
2
4
7
248
253
252
24
8
25
0
x251.75 x251.75
x251.75
25
9
25
8
2
4
8
2
4
8
2
4
6
2
4
9
25
2
251
250
2
4
3
x252.75
x252.75
250
248
244
247
2
5
4
253
252
252
252
251
248
250249
250
2
5
1
251
251
2
5
2
252
253
253
253
253
252
252x50
251x50
253
253
252
252
251
252
251
250
254
254
251
251
250249248
250 249
249
25
2
252251
2
5
0
2
4
7
2
4
9
249
24
7
246
244
242
2
5
0
2
5
1
250
x252.75
x252.75
x252.75
x252.75
1,474.0± S.F.
1,494.0± S.F.
6,522.1± S.F.
5,681.5± S.F.
492.5± S.F.
1,748.9± S.F.
TOTAL WETLANDS
TO BE DISTURBED
17,549.3± S.F
0.403± ACRES
136.3± S.F.
64'± 36" HDPE
CULVERT 20%
BURRIED
S=1.0%
2
4
6
249
CONCRETE HEADWALL
PIPE INV. 247.50
CONCRETE HEADWALL
PIPE INV. 248.50
1 INCH = FT.
0 50 100
50
BOUNDARY AND TOPOGRAPHIC UPDATED FROM INFORMATION TAKEN FROM A MAP ENTITLED:
"SUBDIVISION MAP - SECT. 3 INDEPENDENCE SQUARE", DATED APRIL 21, 1977 AS PREPARED BY C.T. MALE
ASSOCIATES, P.C. BY VANGUILDER SURVEYORS BETWEEN 2022-2024.
DO
M
I
N
I
C
K
F
.
A
R
I
C
O
,
P
.
E
.
LI
C
.
N
O
.
0
6
6
5
1
5
RE
V
I
S
I
O
N
S
SHEET OF
CHECKED BY: DFA
SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: JANUARY 2022
DRAWING NO.
CI
T
Y
O
F
S
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RECORD PLANS
DATE SUBMITTED:
ARI
C
O
A
SS
O
C
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S
ENG
I
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FM FM
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FM
FM
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FM
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FFG=2
5
2
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5
0
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FFG=252
.
5
0
FFG
=
2
5
2
.
5
0
FFG
=
2
5
2
.
0
0
FFG=250.5
0
FFG=250.00
FF
G
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0
FFG=
2
5
0
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5
0
FFG
=
2
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2
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5
0
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2
5
2
.
0
0
W PS
PS
PS
PS
PS
PS
PS
PS
PS
10
13
11
9
8
7
5
2
3
4
6
8" HYDRANT AND
VALVE (TYP)
CB5
FFG=2
5
0
.
0
0
12PS
PS
W
W
W
W
W
W
W
W
W
WW
LOW PRESSURE
SEWER CONNECT
TO EXISTING
GRAVITY MANHOLE
8" MAIN
CONNECT
TO
EXISTING
TW246.50
BW242.00
BW247.00
TW247.50
BW242.00
TW246.50
BW245.50
TW247.00
BW246.00
TW248.00
BW246.00
CB4
CB3A
CB3
CB6
CB1A
CB1
STORMWATER
QUALITY BASIN
1,000±CF
SMH1
SMH2
SMH3
SMH4
SMH5
PS
STORMWATER
QUALITY BASIN
1,000±CF
STORMWATER
QUALITY BASIN
1,000±CF
8" WATER
MAIN (TYP)
LPS SEWER
MAIN (TYP)
8" WATER
MAIN (TYP)
LPS SEWER
MAIN (TYP)
CB2A
CB2
25024
9
2
5
0
251
252
2
5
1
251
2
4
7
246
249
252
2
4
9
246
245
2
4
4
2
4
4
248
2
4
7
248
253
252
24
8
25
0
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2
4
8
2
4
8
2
4
6
2
4
9
25
2
251
250
2
4
3
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249
248
247
248
244
247
2
5
4
253
252
252
252
251
248
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250
2
5
1
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251
2
5
2
252
253
253
253
253
252
252x50
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253
253
252
252
251
252
251
250
254
254
251
251
250249248
250 249
249
25
2
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2
5
0
2
4
7
2
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249
247
246
244
242
2
5
0
2
5
1
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2
4
6
8" TAPPING
VALVE AND
SLEEVE
0+00
1+00
2+00
3+00
4+00
5+0
0
6+0
0
7+00
8+00
9+00
10+0
0
11+0
0
249
LPS PUMP
STATION (TYP)
3
4" TYPE K
WATER
SERVICE (TYP)
STORMWATER
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36" CULVERT,
20% BURRIED
INVERT 247.50±
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0
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±
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N
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4
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8
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5
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0
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(
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6
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8
0
22± LF
12" HDPE
S-1.0%
22± LF
12" HDPE
S-1.0%
15± LF
12" HDPE
S-1.0%
10± LF
12" HDPE
S-1.0%
CB
4
TF
=
2
4
8
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4
0
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(
C
B
3
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2
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5
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4
0
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O
.
(
1
2
"
)
=
2
4
5
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4
0
12± LF
12" HDPE
S-1.0%
TO FES
22± LF
12" HDPE
S-1.0%
22± LF
12" HDPE
S-1.0%
TAPPING
VALVE AND
SLEEVE
EXISTING
8" WATER
MAIN
ED
G
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PA
V
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2
5
4
.
5
0
±
EXISTING
GRADE PROPOSED
GRADE
30"± COVER
HYDRANT AND
GATE VALVE
8" CLASS 52 DIP
WATER MAIN (TYP)
5'6" MIN. COVER
3" SDR-11 HDPE
LOW PRESSURE
FORCE MAIN (TYP)
196'± 12" HDPE S
=
0
.
5
%
119'± 12" HDPE S
=
0
.
5
%
-1.1%
+0.5%
-1.0%
0.5%
-0.5%
+1.0%
HYDRANT AND
GATE VALVE
TO FES
TO FES
GV
PLUG
1 INCH = FT.
0 50 100
50
DO
M
I
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SHEET OF
CHECKED BY: DFA
SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: JANUARY 2022
DRAWING NO.
CI
T
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e
s
@
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m
a
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l
.
c
o
m
NOT FOR
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CONSTRUCTION
RECORD PLANS
DATE SUBMITTED:
ARI
C
O
A
SS
O
C
I
A
T
E
S
ENG
I
N
E
E
R
S
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N
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S
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M
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A
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A
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E
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A
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P1
6
BEMIS POINT DRIVE PROFILE
VERT. SCALE: 1"=5'
HORIZ. SCALE: 1"=50'
BEMIS POINT DRIVE UTILITY PLAN
10
13
11
9
8
7
5
2
3
4
6
12
22.348.86
47.15
Track
Width :
:
Steering Angle
Lock to Lock Time :
:
Feet
Pierce Arrow XT
45.48 deg
6.00 s8.01
8.01
Pi
e
r
c
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A
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5
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3
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a
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e
s
@
g
m
a
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l
.
c
o
m
NOT FOR
ISSUED FOR REVIEW
CONSTRUCTION
RECORD PLANS
DATE SUBMITTED:
ARI
C
O
A
SS
O
C
I
A
T
E
S
ENG
I
N
E
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R
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LAN
D
PLA
N
N
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&
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U
L
T
A
N
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I
D
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N
T
I
A
L
S
U
B
D
I
V
I
S
I
O
N
12.05.25
TY
P
I
C
A
L
D
E
T
A
I
L
S
10
D1
TYPICAL SIGNS
SIGNS TO BE INSTALLED
SCALE: NONE
SIGN BASE DETAIL
7
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K
F
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SCALE: AS NOTED
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JOB NO. 21.32
DATE: DECEMBER 2025
DRAWING NO.
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T
Y
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s
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e
s
@
g
m
a
i
l
.
c
o
m
NOT FOR
ISSUED FOR REVIEW
CONSTRUCTION
RECORD PLANS
DATE SUBMITTED:
ARI
C
O
A
SS
O
C
I
A
T
E
S
ENG
I
N
E
E
R
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LAN
D
PLA
N
N
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&
CON
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U
L
T
A
N
T
S
RE
S
I
D
E
N
T
I
A
L
S
U
B
D
I
V
I
S
I
O
N
12.05.25
TY
P
I
C
A
L
D
E
T
A
I
L
S
10
SCALE: NO SCALE
AIR RELEASE MANHOLE DETAIL
SCALE: NO SCALE
SECTION A-A
PLAN (TYP.)
THRUST BLOCK
TAPPING SLEEVE & VALVE DETAIL
SCALE: NO SCALE
DISINFECTION OF WATER MAINS:
HYDROSTATIC WATER MAIN TEST:
SCALE: NO SCALE
WATER MAIN TRENCH DETAIL
D2
PLAN
SCALE: NO SCALE
WATER MAIN DEFLECTION
8
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N
I
C
K
F
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O
,
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N
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6
6
5
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5
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V
I
S
I
O
N
S
SHEET OF
CHECKED BY: DFA
SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: DECEMBER 2025
DRAWING NO.
CI
T
Y
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S
A
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O
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4
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9
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6
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0
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5
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8
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5
7
3
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6
9
8
9
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a
s
s
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a
t
e
s
@
g
m
a
i
l
.
c
o
m
NOT FOR
ISSUED FOR REVIEW
CONSTRUCTION
RECORD PLANS
DATE SUBMITTED:
ARI
C
O
A
SS
O
C
I
A
T
E
S
ENG
I
N
E
E
R
S
LAN
D
PLA
N
N
E
R
S
&
CON
S
U
L
T
A
N
T
S
RE
S
I
D
E
N
T
I
A
L
S
U
B
D
I
V
I
S
I
O
N
12.05.25
TY
P
I
C
A
L
D
E
T
A
I
L
S
10
D3
(PER CITY OF SARATOGA STANDARD DETAILS)
(PER CITY OF SARATOGA STANDARD DETAILS)
(PER CITY OF SARATOGA STANDARD DETAILS)
(PER CITY OF SARATOGA STANDARD DETAILS)
TRENCH DETAIL FOR
PRESSURE SEWER MAIN
SCALE: NO SCALE
9
DO
M
I
N
I
C
K
F
.
A
R
I
C
O
,
P
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.
LI
C
.
N
O
.
0
6
6
5
1
5
RE
V
I
S
I
O
N
S
SHEET OF
CHECKED BY: DFA
SCALE: AS NOTED
DRAWN BY: DFA
JOB NO. 21.32
DATE: DECEMBER 2025
DRAWING NO.
CI
T
Y
O
F
S
A
R
A
T
O
G
A
C
O
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N
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Y
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P
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T
TA
X
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:
1
6
6
.
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;
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6
6
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1
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1
4
5
S
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C
.
7
2
0
9
.
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2
0
2
4
14
0
7
R
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9
,
B
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2
S
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6
,
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P
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k
,
N
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1
2
0
6
5
51
8
.
5
7
3
.
6
9
8
9
a
r
i
c
o
a
s
s
o
c
i
a
t
e
s
@
g
m
a
i
l
.
c
o
m
NOT FOR
ISSUED FOR REVIEW
CONSTRUCTION
RECORD PLANS
DATE SUBMITTED:
ARI
C
O
A
SS
O
C
I
A
T
E
S
ENG
I
N
E
E
R
S
LAN
D
PLA
N
N
E
R
S
&
CON
S
U
L
T
A
N
T
S
RE
S
I
D
E
N
T
I
A
L
S
U
B
D
I
V
I
S
I
O
N
12.05.25
TY
P
I
C
A
L
D
E
T
A
I
L
S
10
TYPICAL RETAINING WALL
SECTION & ELEVATION
SCALE: NO SCALE
LINTEL NOTES:
1.FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY WALL
DESIGN ENGINEER
2.LINTEL BEAMS SHALL BE PRECAST WITH MINIMUM 7 DAYS CURE
3.HEIGHT OF BEAM SHALL CORRESPOND TO HEIGHT OF MODULAR UNITS
4.PLACEMENT OF LINTEL BEAMS SHALL BE CONSISTENT WITH THE PLACEMENT OF OUTFALL
PIPE
5.INSTALL OUTFALL PIPE PRIOR TO CONSTRUCTION OF WALL ABOVE
6.OUTFALL PIPE SHALL EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 6"
7.GEOTEXTILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING
8.LINTEL TO EXTEND MINIMUM 18" EITHER SIDE OF PIPE
RAILING DETAIL
SCALE: NO SCALE
STORMWATER MANAGEMENT
DISCHARGE DISSIPATION AREA
3H
1V
SCALE: NO SCALE
D4
SECTION
PIPE
PRECAST LINTEL BEAM
MIN. 18" BEARING (TYP.)
CONCRETE HEADWALL
OR CUT MODULAR UNITS
PROVIDE BOND BREAK
AT WALL OPENING
EXISTING GRADE
PRECAST LINTEL BEAM
CONCRETE HEADWALL
OR CUT MODULAR UNITS
FILTER
FABRIC
RETAINING WALL WITH PIPE
PENETRATION
SCALE: NO SCALE
ELEVATION
BOTTOM 6" OF PIPE
SHALL BE BURIED
ENKAMAT OR SIMILAR
3-D EROSION MATTING
LINTEL NOTES:
1.FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY WALL DESIGN ENGINEER
2.LINTEL BEAMS SHALL BE PRECAST WITH MINIMUM 7 DAYS CURE
3.HEIGHT OF BEAM SHALL CORRESPOND TO HEIGHT OF MODULAR UNITS
4.PLACEMENT OF LINTEL BEAMS SHALL BE CONSISTENT WITH THE PLACEMENT OF OUTFALL PIPE
5.INSTALL OUTFALL PIPE PRIOR TO CONSTRUCTION OF WALL ABOVE
6.OUTFALL PIPE SHALL EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 6"
7.GEOTEXTILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING
8.LINTEL TO EXTEND MINIMUM 18" EITHER SIDE OF PIPE
CONCRETE WASHOUT AREA DETAIL
SCALE: NO SCALE
A A'
ORANGE CONSTRUCTION FENCE
AROUND WASHOUT STRUCTURESIGN INDICATES THE
LOCATION OF THE CONCRETE
WASHOUT AREA
3H:1V
SIDE SLOPES
SECTION A-A'
ORANGE CONSTRUCTION FENCE
GROUND SURFACE
AREA TO BE PROTECTED
WORK AREA
WORK AREA
AREA TO BE
PROTECTED
WATER FLOW 12" DIA TUBULAR FILTRATION
SEDIMENT CONTROL DEVICES
FILTREXX® SOXX BY FILTREXX
INTERNATIONAL CO., INC OR
EQUAL
BLOWN/PLACED
FILTER MEDIA
2" X 2" X 36" WOODEN STAKES
PLACED 10' O.C.. (SAND BAGS
MAY BE USED AS AN
ALTERNATE)
12" DIA TUBULAR FILTRATION
SEDIMENT CONTROL DEVICES
FILTREXX® SOXX BY FILTREXX
INTERNATIONAL CO., INC OR EQUAL
TUBULAR FILTRATION DEVICES MAY BE USED IN
AREAS OF ROCK WHERE INSTALLATION OF SILT
FENCE IS IMPRACTICAL
2" X 2" X 36" WOODEN STAKES
PLACED 10' O.C.. (SAND BAGS
MAY BE USED AS AN
ALTERNATE)
NOTE:
1.FILL TUBULAR FILTRATION SEDIMENT CONTROL DEVICE WITH FILTER MEDIA APPROVED
BY NYSDEC FOR THIS APPLICATION.
TUBULAR FILTRATION SEDIMENT
CONTROL DEVICE
SCALE: NO SCALE
SCALE: NO SCALE
WATER & SEWER MAIN CROSSING DETAIL PRECAST CONCRETE MANHOLE UNDER 5' DEEP
SCALE: NO SCALE
SOIL STOCKPILE
SILT FENCE
“”
10