07 Drawing SetPRIME ARROW
STONE 3UARRY ROAD
3UEENSBURY NY 204
CÄ0.00 COVER SHEET
CÄ0.0 EXISTING CONDITIONS
CÄ0.20 DEMO EROSION SEDIMENT
CONTROL PLAN
CÄ.0 LAYOUT PLAN
CÄ2.0 GRADING DRAINAGE PLAN
CÄ.0 PLANTING PLAN
CÄ.20 LIGHTING PLAN
CÄ4.0 UTILITY PLAN
CÄ5.0 CONSTRUCTION DETAILS
CÄ5.CONSTRUCTION DETAILS
CÄ5.2 CONSTRUCTION DETAILS
CÄ5.CONSTRUCTION DETAILS
APPROVAL SET
DOCUMENTS
DATE:
05/07/24
EQXGT UJGGV
TAX MAP ID: 0.2ÄÄ.
ZONING DISTRICT: COMMERCIAL LIGHT INDUSTRIAL
CLI
LOT SIZE: .05 ACRES
EXISTING USE: VACANT
PROPOSED USE: COMMERCIAL
PROJECT
LOCATION
RKNQV MPQD
PROJECT LOCATION GENERAL NOTESPREPARED FOR
SHEET INDEX
ZONING STATISTICS
500 FT. SETBACK
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
.PRIOR TO COMMENCING ANY WORK CONTRACTOR SHALL CONTACT
U.F.P.O. AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE
LOCATION OF ALL EXISTING UTILITIES. ANY COSTS INCURRED BY
THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER
AUTHORITIES SHALL BE SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR.
2.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS
AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE
FIELD CONDITIONS TO THE OWNERS REPRESENTATIVE.
.CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL
UTILITIES INCLUDING BY NOT LIMITED TO LINES DUCTS CONDUITS
SLEEVES FOOTINGS ETC. WITH LOCATIONS OF PROPOSED SITE
ELEMENTS. EXCAVATION RE3UIRED PROXIMATE TO UTILITY LINES
SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE
TO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE
GUIDELINES SHALL BE RESPONSIBILITY OF THE CONTRACTOR.
4.CONTRACTOR SHALL ESTABLISH PERMANENT BENCHMARKS PRIOR
TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS
SHALL BE LOCATED SO THAT THEY WILL NOT BE DISTURBED
DURING CONSTRUCTION.
5.LIMITS OF DISTURBANCE IS NOTED ON DRAWINGS. CONTRACTOR IS
RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND
OUTSIDE THE LIMITS OF DISTURBANCE. ANY AREAS OUTSIDE THE
LIMITS OF DISTURBANCE THAT ARE DISTURBED SHALL BE
RESTORED TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST
TO THE OWNER. IF NO LIMITS OF DISTURBANCE IS SHOWN
PROPERTY LINE SHALL BE THE LIMITS OF DISTURBANCE.
.CONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTION
SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND
MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC.
CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY
OF PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF
DISTURBANCE.
7.VARIOUS PERMITS ARE RE3UIRED FOR THIS PROJECT. IT IS THE
CONTRACTORS RESPONSIBILITY TO ENSURE ALL RE3UIRED
PERMITS FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE
IN PLACE PRIOR TO CONSTRUCTION.
.ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD
DURING CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR
ON ASÄBUILT DRAWINGS AS SPECIFIED.
.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING
INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION.
CÄ0.00
AREA RE3UIREMENTS:
RE3UIRED PROPOSED
MINIMUM FRONT SETBACK 50 FT.25 FT
MINIMUM SIDE SETBACK 0 FT. / 52
MINIMUM REAR SETBACK 0 FT.22 FT
MINIMUM SHORELINE SETBACK N/A N/A
MINIMUM PERMEABLE 0.
MAXIMUM BUILDING HEIGHT 0 FT.27.5 FT.
EST. NO. OF EMPLOYEES Ä 0
NO. OF PARKING SPACES 2 2
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
5/7/24 SITE PLAN REVIEW
PROJECT TEAM
CIVIL ENGINEER/LANDSCAPE ARCHITECT:
STUDIO A ^ LANDSCAPE ARCHITECTURE
ENGINEERING D.P.C.
74 WARREN STREET SUITE
SARATOGA SPRINGS NY 2
CONTACT: MATTHEW HUNTINGTON PE / KIRSTEN CATELLIER RLA
PHONE:5.450.400
5
0
0
F
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.
B
U
F
F
E
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COMMERCIAL LIGHT
INDUSTRIAL
CL
NEIGHORHOOD
RESIDENTIAL
NR
COMMERCIAL
MODERATE
CM
W
A
S
H
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S
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3UAR
R
Y
ROAD
2
4
7
5
ADJ. PROPERTY SCH.
ID TAX MAP OWNER
0.2ÄÄ.2 NYS DIVISION OF MILITARY AND NAVAL AFFAIRS
2 0.2ÄÄ.7 WARREN COUNTY
0.ÄÄ5 C.E. SHIPLEY
4 0.2ÄÄ.WARREN COUNTY
5 0.2ÄÄ.5 HUDSON RIVER LOCAL DEV. CORP.
0.2ÄÄ.4 WARREN COUNTY
7 0.ÄÄ5 NIAGARA MOHAWK POWER CORP.
0.ÄÄ7ECONOMIC DEVELOPMENT CORP.
0.ÄÄNEW BEGINNINGS COMMUNITY
PROPERTY ID
PROJECT LOCATION
00Ä0
PROPOSED BUILDING USE AREAS
BUSINESS 5 SF
CULTIVATION 20 SF
SERVICE 4 SF
Area
394006.3 Sq. Feet
9.05 Acres
N 82°05'23"
E
134.06'
N 86°59'35" E
396.56'
S
0
8
°
0
4
'
4
7
"
E
6
7
8
.
4
8
'
532.46'
S 89°44'29" W
6
7
1
.
1
2
'
N
2
0
°
0
7
'
5
3
"
W
Arc Length 25.41'
Radius 25.00'
Bearing S 68°47'19" E
Chord Length 24.33'
Arc Len g t h 1 3 9 .2 2 '
Rad iu s 7 0 .0 0 '
Chord Bear in g N 8 3 °2 1 '2 8 " E
Chord Le n g t h 1 1 7 .3 8 '
T
TVEE
E
CIRF (Darrah)
5/8" IRF 5/8" IRF
5/8" IRF
5/8" IRF
CMF
WV
WV
E
d
g
e
o
f
W
o
o
d
s
E
d
g
e
o
f
W
o
o
d
s
14" Maple
12" Poplar
12" Maple
16" Tree
14" Twin Maple
12" Poplar
12" Hickory w/ Wire
12" Hickory w/ Wire
18" Hickory w/ Wire
14" Hickory w/ Wire
24" Hickory w/ Wire
12" Hickory w/ Wire
14" Hickory w/ Wire
14" Maple w/ Wire
16" Hickory w/ Wire
Adjoiner's Build
i
n
g
Adjoiner's Build
i
n
g
Adjoiner's Build
i
n
g
Adjoiner
'
s
B
u
i
l
d
i
n
g
U.P. NG102
U.P.U.P.
U.P.
E
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o
f
B
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B
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El
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B
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x
Electric Box
Transformer
12" CPP Culvert
Inv.=316.42'
12" CPP Culvert
Inv.=316.81'
SSAC
Rim=321.28'
CB
NE Cor Rim=31
8
.
4
2
'
CB
NE Cor Rim=31
8
.
2
2
'
Lands Now or Formerly of
NYS Division of Military and Naval Affairs
Book:3066 Page:290
303.12-1-9.2
Lands Now or Formerly of
Dix Avenue Properties, LLC
Book:901 Page:296
146.-1-28.7
Lands Now or Formerly of
County of Warren
Book:18 Page:239
303.12-1-9.4
320
320
3
1
5
3
1
5
31
0
310
3
1
0
3
0
5
305
Edge of Woods
Elev.=322.95'
B.M. Bolt at arrow
Hydrant
Lot 8
Lot 9
Lot 7
WLF A-3
WLF A-4
WLF A-2
WLF B-2
WLF B-3
WLF B-1
SSAC
Rim=318.36'
Rim=317.38'
WV
W
i
r
e
F
e
n
c
e
R
e
m
a
i
n
s
Warren County Economic Development
31
0
315
316
3
1
6
316
31
7
31
7
31
1
311
3
1
2
312
31
2
313
313
3
1
4
3
1
4
309
30
9
309 30
8
308
307
3
0
7
30
6
306
TPÄ2
TPÄ
TPÄ
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
860
PROPERTY LINE SETBACK
APPROXIMATE LOCATION
OF TEST PITSTPÄ
SA
V
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D
A
T
E
:
4/
0
/
2
0
2
4
:
7
A
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:
Z:
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2
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7
2
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2
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7
2
A
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0
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A
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C
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Y
:
CL
O
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H
M
A
N
DE
S
I
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N
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
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D
B
Y
:
CÄ0.0
2
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF DIG SAFE MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
MAP INFORMATION:
SURVEY INFORMATION OBTAINED FROM A MAP TITLED MAP OF A TOPOGRAPHIC SURVEY
PREPARED FOR PRIME ARROW PREPARED BY VANDUSEN AND STEVES LAND SURVEYORS
DATED NOVEMBER 202.
5/7/24 SITE PLAN REVIEW
EXISTING CONDITIONS
on 24" x 36" sheet
20 40 80040
1 inch = 40 feet
GRAPHIC SCALE
TEST PIT AND INFILTRATION TEST LOG:
TEST PIT
TPÄ 0 Ä TOPSOIL
Ä MED. BROWN SILTYÄCLAYEY LOAM
GROUNDWATER " 2
BEDROCK "
TEST PIT
TPÄ2 0 Ä TOPSOIL
Ä 4MED. BROWN SILTYÄCLAYEY LOAM
BEDROCK " 4
TEST PIT
TPÄ 0 Ä TOPSOIL
Ä 2DARK BROWN SILTY LOAM
2 Ä 20ORANGEÄBROWN SILTY LOAM
20 Ä 4GRAY CLAY
MOTTLING " 2
GROUNDWATER "
BEDROCK " 4
TEST PITS NO. Ä WERE WITNESSED AND EVALUATED BY MATTHEW
HUNTINGTON PE ON JANUARY 2024.
Area
394006.3 Sq. Feet
9.05 Acres
N 82°05'23"
E
134.06'
N 86°59'35" E
396.56'
S
0
8
°
0
4
'
4
7
"
E
6
7
8
.
4
8
'
532.46'
S 89°44'29" W
6
7
1
.
1
2
'
N
2
0
°
0
7
'
5
3
"
W
Arc Length 25.41'
Radius 25.00'
Bearing S 68°47'19" E
Chord Length 24.33'
Arc Len g t h 1 3 9 .2 2 '
Rad iu s 7 0 .0 0 '
Chord Bear in g N 8 3 °2 1 '2 8 " E
Chord L e n g t h 1 1 7 .3 8 '
T
TVEE
E
CIRF (Darrah)
5/8" IRF 5/8" IRF
5/8" IRF
5/8" IRF
CMF
WV
WV
E
d
g
e
o
f
W
o
o
d
s
E
d
g
e
o
f
W
o
o
d
s
14" Maple
12" Poplar
12" Maple
16" Tree
14" Twin Maple
12" Poplar
12" Hickory w/ Wire
12" Hickory w/ Wire
18" Hickory w/ Wire
14" Hickory w/ Wire
24" Hickory w/ Wire
12" Hickory w/ Wire
14" Hickory w/ Wire
14" Maple w/ Wire
16" Hickory w/ Wire
Adjoiner's Build
i
n
g
U.P. NG102
U.P.U.P.
U.P.
E
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B
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B
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Ca
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El
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B
o
x
El
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t
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i
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B
o
x
Electric Box
Transformer
12" CPP Culvert
Inv.=316.42'
12" CPP Culvert
Inv.=316.81'
SSAC
Rim=321.28'
CB
NE Cor Rim=31
8
.
4
2
'
CB
NE Cor Rim=31
8
.
2
2
'
Lands Now or Formerly of
NYS Division of Military and Naval Affairs
Book:3066 Page:290
303.12-1-9.2
Lands Now or Formerly of
County of Warren
Book:18 Page:239
303.12-1-9.4
320
320
3
1
5
3
1
5
31
0
310
3
1
0
3
0
5
305
Edge of Woods
Elev.=322.95'
B.M. Bolt at arrow
Hydrant
Lot 8
Lot 9
Lot 7
WLF A-3
WLF A-4
WLF A-2
WLF B-2
WLF B-3
WLF B-1
SSAC
Rim=318.36'
Rim=317.38'
WV
W
i
r
e
F
e
n
c
e
R
e
m
a
i
n
s
Warren County Economic Development
31
0
315
316
3
1
6
316
31
7
31
7
31
1
311
3
1
2
312
31
2
313
313
3
1
4
3
1
4
309
30
9
309 30
8
308
307
3
0
7
30
6
306
Area
394006.3 Sq. Feet
9.05 Acres
N 82°05'23"
E
134.06'
N 86°59'35" E
396.56'
S
0
8
°
0
4
'
4
7
"
E
6
7
8
.
4
8
'
532.46'
S 89°44'29" W
6
7
1
.
1
2
'
N
2
0
°
0
7
'
5
3
"
W
Arc Length 25.41'
Radius 25.00'
Bearing S 68°47'19" E
Chord Length 24.33'
Arc Len g t h 1 3 9 .2 2 '
Rad iu s 7 0 .0 0 '
Chord Bear in g N 8 3 °2 1 '2 8 " E
Chord L e n g t h 1 1 7 .3 8 '
T
TVEE
E
CIRF (Darrah)
5/8" IRF 5/8" IRF
5/8" IRF
5/8" IRF
CMF
WV
WV
E
d
g
e
o
f
W
o
o
d
s
E
d
g
e
o
f
W
o
o
d
s
14" Maple
12" Poplar
12" Maple
16" Tree
14" Twin Maple
12" Poplar
12" Hickory w/ Wire
12" Hickory w/ Wire
18" Hickory w/ Wire
14" Hickory w/ Wire
24" Hickory w/ Wire
12" Hickory w/ Wire
14" Hickory w/ Wire
14" Maple w/ Wire
16" Hickory w/ Wire
Adjoiner's Build
i
n
g
U.P. NG102
U.P.U.P.
U.P.
E
d
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f
B
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P
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Ca
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B
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El
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c
t
r
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B
o
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Electric Box
Transformer
12" CPP Culvert
Inv.=316.42'
12" CPP Culvert
Inv.=316.81'
SSAC
Rim=321.28'
CB
NE Cor Rim=31
8
.
4
2
'
CB
NE Cor Rim=31
8
.
2
2
'
Lands Now or Formerly of
NYS Division of Military and Naval Affairs
Book:3066 Page:290
303.12-1-9.2
Lands Now or Formerly of
County of Warren
Book:18 Page:239
303.12-1-9.4
320
320
3
1
5
3
1
5
31
0
310
3
1
0
3
0
5
305
Edge of Woods
Elev.=322.95'
B.M. Bolt at arrow
Hydrant
Lot 8
Lot 9
Lot 7
WLF A-3
WLF A-4
WLF A-2
WLF B-2
WLF B-3
WLF B-1
SSAC
Rim=318.36'
Rim=317.38'
WV
W
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r
e
F
e
n
c
e
R
e
m
a
i
n
s
Warren County Economic Development
31
0
315
316
3
1
6
316
31
7
31
7
31
1
311
3
1
2
312
31
2
313
313
3
1
4
3
1
4
309
30
9
309 30
8
308
307
3
0
7
30
6
306
CONCRETE WASHOUT AREA
LIMITS OF DISTURBANCE
75755 SF
STABILIZED CONSTRUCTION ENTRANCE
TREE PROTECTION
FENCE
TYP.
TREE TO BE
REMOVED
TYP.
TOPSOIL STOCKPILE
SURROUNDED BY SILT FENCE
TREE TO BE REMOVED
TYP.
DROP INLET PROTECTION TO BE INSTALLED
ON ALL PROPOSED CATCH BASINS
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SILT FENCE
EXISTING TREE TO REMAIN
860
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
STABILIZED CONSTRUCTION
ENTRANCE
TREE PROTECTION FENCE
SA
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CÄ0.20
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF DIG SAFE MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
MAP INFORMATION:
SURVEY INFORMATION OBTAINED FROM A MAP TITLED MAP OF A TOPOGRAPHIC SURVEY
PREPARED FOR PRIME ARROW PREPARED BY VANDUSEN AND STEVES LAND SURVEYORS
DATED NOVEMBER 202.
5/7/24 SITE PLAN REVIEW
EXISTING CONDITIONS
DEMO EROSION SEDIMENT
CONTROL PLAN
on 24" x 36" sheet
20 40 80040
1 inch = 40 feet
GRAPHIC SCALE
.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND
SUBSURFACE CONDITIONS PRIOR TO THE START OF WORK. COORDINATE
ALL UTILITY RE3UIREMENTS AND WORK WITH THE APPROPRIATE UTILITY
PROVIDER. NOTIFY OWNERS REPRESENTATIVE OF ANY AND ALL
DISCREPANCIES.
2.ALL REFUSE DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED.
MATERIALS THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE
PROJECT OR DELIVERED TO THE OWNER SHALL BE LEGALLY DISPOSED
OF OFFÄSITE BY THE CONTRACTOR IN A TIMELY FASHION SO AS NOT TO
DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS.
.CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO
CONTAIN HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL
NOTIFY ENGINEER IMMEDIATELY OF HAZARDOUS MATERIALS OR
SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED WORK.
4.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL
DEPTH WITHIN THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION
AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE
SITE UNLESS APPROVED BY THE OWNERS REPRESENTATIVE.
5.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING
CONDITIONS AND WHICH ARE OUTSIDE THE LIMIT OF WORK.
.CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL
NECESSARY MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT
EXISTING UTILITIES TO REMAIN PEDESTRIANS LOCAL TRAFFIC AND
ROADWAYS ADJACENT PROPERTIES AND ETC. FOR DURATION OF
PROJECT AND UNTIL PROJECT COMPLETION. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION RE3UIRED AS A
RESULT OF DEFICIENT PROTECTION MEASURES.
7.THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR
ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY
AND PAY ALL ASSOCIATED COSTS.
.ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
PROTECTED TO PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC
WAYS ORIGINATING FROM THE JOB SITE SHALL BE CLEANED DAILY BY
THE CONTRACTOR ONLY.
.CONTRACTOR SHALL BE RE3UIRED TO SECURE ALL PERMITS THAT MAY
BE RE3UIRED FROM ALL JURISDICTIONS AFFECTED BY THIS WORK.
0.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE
REMOVED.
SITE PREPARATION DEMOLITION NOTES:
EROSION SEDIMENT CONTROL NOTES:
.ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE
NYS DEC RE3UIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY
STABILIZED WITH EITHER PERMANENT SEED AND MULCH IF SOIL
DISTURBANCE IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF
IT WILL BE MORE THAN 4 DAYS BEFORE ADDITIONAL SOIL DISTURBANCE
WILL OCCUR. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT
SEED AND MULCH WITHIN 4 DAYS OF DISTURBANCE.
2.THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING
EXCAVATION BORROW AND EMBANKMENT OPERATIONS IN PROGRESS
COMMENSURATE WITH THEIR CAPABILITY AND PROGRESS IN KEEPING THE
FINISH GRADING AND MULCHING SEEDING AND OTHER TEMPORARY
AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE
PLANS.
.THE CONTRACTOR SHALL DESIGNATE TO THE OWNERS REPRESENTATIVE
A 3UALIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WITH
ADE3UATE TRAINING EXPERIENCE AND AUTHORITY TO IMPLEMENT AND
MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER THE
NYS DEC RE3UIREMENTS.
4.CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE
CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR
SHOWN ON THE PLANS. GRASSES SHALL BE ESTABLISHED ON ALL
DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES OUTSIDE
THE GROWING SEASON OTHER METHODS OF SOIL STABILIZATION
SUCH
AS THE USE OF JUTE MESH EXCELSIOR MATTING WILL BE USED UNTIL
SUCH A TIME AS GRASS CAN BE ESTABLISHED.
5.ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
IN PLACE PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING
OPERATIONS UTILITY OR STRUCTURE INSTALL.
.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL
BE CONSTRUCTED IN ACCORDANCE WITH NYS DEC RE3UIREMENTS.
7.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE
LEFT IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS
STABILIZED.
.THE CONTRACTOR SHALL PERFORM ALL WORK FURNISH ALL MATERIALS
AND INSTALL ALL MEASURES RE3UIRED TO REASONABLY CONTROL SOIL
EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT
EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE.
.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT
ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT
CONTROL FACILITIES.
0.ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED
AFTER EVERY STORM EVENT.
.THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT
THROUGHOUT THE DURATION OF THE PROJECT IT WILL BE THE
CONTRACTORS RESPONSIBILITY TO PROTECT ALL WATER COURSES FROM
WATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WORK
DONE ON OR IN SUPPORT OF THIS PROJECT.
2.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT
CONTAMINATION OF WATERBODIES BY SILT SEDIMENT FUELS
SOLVENTS LUBRICANTS EPOXY COATINGS CONCRETE LEACHATE OR
ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND
CONSTRUCTION PROCEDURES.
SILT FENCE
TYP.
CÄ5.0
4
CÄ5.0
CÄ5.0
2
CÄ5.0
CÄ5.0
0
CÄ5.0
2
CÄ5.0
5
WLF B-2
WLF B-3
WLF B-1
2.0
.
0
2.0
.
0
24.0
T
Y
P
.
24.0 TYP..0 TYP.
.
0
TY
P
.
24
.
0
T
Y
P
.
2
.
0
40.0
24.0 TYP.
24
.
0
T
Y
P
.
R5.0
R5.0
R7.0
R5.0
R0.0
R5.0
R5.0
R5.0
R5.0
R4.5
TYP.
R5.0
R0.0
.0 TYP.
7
LOADING SPACE
5 WIDE CONCRETE
SIDEWALK TYP.
5X5CONCRETE PAD TYP.
5X5CONCRETE
PAD TYP.
ASPHALT DRIVEWAY
CONCRETE CURB TYP.
2W RIVER ROCK
DRIP STRIP TYP.
ADA PARKING SPACE
AND SIGNAGE TYP.
CONCRETE RAMP AND
FLUSH CURB TYP.
R05.00
.
7
5
.
0
2
STOP SIGN
R47
.
0
0
R
2
5
.
0
0
R25
.
0
0
CÄ5.0
A
CÄ5.0
CÄ5.0
C
CÄ5.
CÄ5.0
B
CÄ5.
2
CÄ5.
CÄ5.0
C
STOP SIGN
CÄ5.
4
CÄ5.
4
CÄ5.0
CÄ5.0
CÄ5.0
CÄ5.0
7
CÄ5.0
7
CÄ5.0
7
CÄ5.
4
CÄ5.
5
CÄ5.
5
CÄ5.
5
PROPOSED 004 SF
BUILDING
SNOW STORAGE
NOV. Ä APR.
2.00
CÄ5.2
CÄ5.2
7
PROPERTY LINE
LEGEND
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
PROPOSED ASPHALT SURFACE
PROPOSED CONCRETE
WALKWAY
PROPOSED BUILDING
ROAD CENTERLINE
SA
V
E
D
A
T
E
:
5/
7
/
2
0
2
4
2
:
2
P
M
FI
L
E
N
A
M
E
:
Z:
>
P
T
Q
L
G
E
V
U
>
2
0
2
P
T
Q
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V
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>
2
0
7
2
Ä
P
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K
O
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A
T
T
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0
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I
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:
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A
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DE
S
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:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
LAYOUT PLAN
CÄ.0
4
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF DIG SAFE MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
MAP INFORMATION:
SURVEY INFORMATION OBTAINED FROM A MAP TITLED MAP OF A TOPOGRAPHIC SURVEY
PREPARED FOR PRIME ARROW PREPARED BY VANDUSEN AND STEVES LAND SURVEYORS
DATED NOVEMBER 202.
5/7/24 SITE PLAN REVIEW
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
LAYOUT NOTES:
.VERIFY LOCATION OF ROADS AFFECTING SCOPE OF WORK.
2.VERIFY LOCATION OF ALL VAULTS ELECTRICAL DUCT BANKS MANHOLES
CONDUIT AND PIPING DRAINAGE STRUCTURES AND OTHER UTILITIES WITH THE
APPROPRIATE ENGINEERING DRAWINGS. NOTIFY ENGINEER OF ANY CONFLICTS
WITH THE PROJECT CONSTRUCTION SCOPE.
.ALL ANGLES TO BE 0 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE
PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF
ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS.
4.REFERENCE TO NORTH REFERS TO PLAN NORTH REFERENCE TO SCALE IS FOR
FULLÄSIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS.
GENERATORS ON CONC. PAD
W/ BOLLARDS SPACED " 5Ä0 CÄC
ENTRY SIGNAGE
BIKE RACK W/ 4 SPACES
2
0
.
4
Area
394006.3 Sq. Feet
9.05 Acres
5/8" IRF 5/8" IRF
5/8" IRFWV
WV
Adjoiner's Buil
d
i
n
g
Adjoiner's Build
i
n
g
Rim=321.28'
Dix Avenue Properties, LLC
320
3
1
5
3
1
5
31
0
310
3
1
0
3
0
5
305
Elev.=322.95'
B.M. Bolt at arrow
Lot 8
WLF A-3
WLF A-2
WLF B-2
WLF B-3
WLF B-1
31
0
315
316
3
1
6
31
7
31
1
311
3
1
2
312
31
2
313
313
3
1
4
3
1
4
309
30
9
309 30
8
308
307
3
0
7
30
6
306
Area
394006.3 Sq. Feet
9.05 Acres
5/8" IRF 5/8" IRF
5/8" IRFWV
WV
Adjoiner's Buil
d
i
n
g
Adjoiner's Build
i
n
g
Rim=321.28'
Dix Avenue Properties, LLC
320
3
1
5
3
1
5
31
0
310
3
1
0
3
0
5
305
Elev.=322.95'
B.M. Bolt at arrow
Lot 8
WLF A-3
WLF A-2
WLF B-2
WLF B-3
WLF B-1
31
0
315
316
3
1
6
31
7
31
1
311
3
1
2
312
31
2
313
313
3
1
4
3
1
4
309
30
9
309 30
8
308
307
3
0
7
30
6
306
PROPOSED
BUILDING
F.F. EL. .5
.0
5.5
.0
5.5
.2
.2
.5
.0
5.5
4.
4.
.5
.0
5.5
0
0
5
5
5
5
2
0
20
0
5
5
5
2
2
2
2
4
7
7
2
0
0
4
2
7
4
2
4
2
5 X 5 PRECAST CONC. CATCH BASIN
SEE SHEET LÄ4.0 FOR DETAILS
W X D
VEGETATED SWALE
W X D VEGETATED SWALE
BIORETENTION BASIN
T/BERM EL. 4.0
B/BASIN EL. .0
B/STONE EL. 0.5
HDPE OUTLET STRUCTURE
RIM EL. .5
INLET INV. EL. 0.5
2 OUTLET INV. EL. 0.5
2 X L HDPE STORM PIPE
W/ STONE OUTLET PROTECTION
SLOPE " .5 TO DAYLIGHT
SEDIMENT FOREBAY
T/BERM EL. .5
B/BASIN EL. 0.5
5L X 5W STONE LINED
BROAD CRESTED WEIR
CREST EL. 2.5
GRAVEL WETLAND
CELL 2
T/BERM EL. .5
B/BASIN EL. .0
B/STONE EL. 0.0
20L X W STONE
LINED BROAD
CRESTED WEIR
CREST EL. .7
24W X 2D PEA
GRAVEL DIAPHRAM
0W GRASS FILTER STRIP
HDPE OUTLET STRUCTURE
RIM EL. .7
2 OUTLET INV. EL. 2.0
2 X 25L HDPE STORM PIPE
W/ STONE OUTLET PROTECTION
SLOPE " 2
2 E3UALIZER PIPE
INV. EL. .75
COLLECTOR DRAIN
INV. EL. 0.5
PERFORATED PVC
DISTRIBUTION DRAIN W/
PERFORATED RISER
PIPES
TYP.
SEDIMENT FOREBAY
T/BERM EL. .5
B/BASIN EL. 0.5
0L X 0W STONE LINED
BROAD CRESTED WEIR
CREST EL. 2.5
GRAVEL WETLAND
CELL
T/BERM EL. .5
B/BASIN EL. .0
B/STONE EL. 0.0
2W X D RIVER ROCK
DRIP STRIP
TYP.
2L X W STONE LINED
BROAD CRESTED WEIR
CREST EL. 2.5
WETLAND OUTLET STRUCTURE
RIM EL. .0
LOW FLOW ORIFICE INV. EL. .25
UNDERDRAIN INLET INV. EL. 0.7
2 OUTLET INV. EL. 0.0
2 X 22L HDPE STORM PIPE
W/ STONE OUTLET PROTECTION
SLOPE " .5 TO DAYLIGHT
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED SWALE
860
PROPOSED SPOT GRADES.5
0
2
SA
V
E
D
A
T
E
:
2/
2
2
/
2
0
2
4
:
5
A
M
FI
L
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N
A
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E
:
Z:
>
P
T
Q
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0
2
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0
7
2
Ä
P
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S
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>
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7
2
A
C
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2
.
0
A
G
R
A
D
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N
G
A
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D
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T
I
L
I
T
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E
S
P
L
A
N
.
F
Y
I
PL
O
T
T
E
D
B
Y
:
CL
O
U
G
H
M
A
N
DE
S
I
G
N
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
CÄ2.0
5
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF DIG SAFE MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
MAP INFORMATION:
SURVEY INFORMATION OBTAINED FROM A MAP TITLED MAP OF A TOPOGRAPHIC SURVEY
PREPARED FOR PRIME ARROW PREPARED BY VANDUSEN AND STEVES LAND SURVEYORS
DATED NOVEMBER 202.
5/7/24 SITE PLAN REVIEW
GRADING DRAINAGE
PLAN
on 24" x 36" sheet
15 30 60030
1 inch = 30 feet
GRAPHIC SCALE
SITE WORK NOTES:
.BEFORE ANY LAND CLEARING IS COMMENCED THE CONTRACTOR SHALL
ARRANGE A MEETING ON SITE WITH THE OWNERS REPRESENTATIVE TO
IDENTIFY WHICH TREES ARE TO BE PROTECTED OR REMOVED. NO CLEARING
SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING
CONDITIONS TO BE PRESERVED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL
EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF
THE CONSTRUCTION PERIOD. THE PLACEMENT OF PROTECTION DEVICES
ADDITIONAL TO THOSE NOTED SHALL HOWEVER BE AT THE CONTRACTORS
DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR
WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION
MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT. ALL
TEMPORARY EROSION AND SEDIMENT
E S CONTROL MEASURES SHALL BE
INSTALLED PRIOR TO ANY EARTH DISTURBANCE. E S CONTROL DEVICES
SHALL BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED TO ENSURE
SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE
OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RESULTING FROM
SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR.
.ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK
STATE LICENSED SURVEYOR.
4.ALL AREAS RE3UIRING FILL SHALL BE BROUGHT TO RE3UIRED GRADE IN A
MAXIMUM OF 2 COMPACTED LIFTS.
5.ALL SLOPES : AND GREATER SHALL BE STABILIZED WITH SLOPE
STABILIZATION MATS. LOCATIONS AND METHODS TO BE APPROVED BY THE
OWNERS REPRESENTATIVE.
.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO
DRAIN AT A MINIMUM SLOPE OF ONEÄEIGHTH
PER FOOT. ANY
DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE
OWNERS REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK.
7.EXCAVATION RE3UIRED WITHIN FEET OF EXISTING UTILITY LINE SHALL BE
DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING
UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION
OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.
.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING
GRADE PROVIDING VERTICAL CURVES OR ROUNDINGS AT THE TOP AND
BOTTOM OF ALL SLOPES.
.DURING GRADING OPERATIONS DRAINAGE OF THE SITE AND ADJACENT AREAS
SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER
DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER
EXISTING UTILITIES CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES
UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER.
0.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM
STRUCTURE TO PREVENT PONDING. FINISHED SURFACES SHALL BE FREE FROM
ANY ABRUPT OR IRREGULAR CHANGES.
.EXCAVATION RE3UIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN
SHALL BE DONE BY HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT
SYSTEM. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED
IN KIND AT NO ADDITIONAL EXPENSE TO THE OWNER.
2.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF
.
.SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS SECTION 04 TYPE 2 AND
SHALL CONFORM TO MIN 5 MODIFIED PROCTOR DENSITY. BACKFILL
MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL.
4.EMBANKMENT FILL SHALL CONFORM WITH ALL RE3UIREMENTS OF NYSDOT
SPEC. SECTION 20. MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS
SHALL BE 2 INCH AND SHALL BE COMPACTED TO NOT LESS THAN 5 OF
THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR
COMPACTION TEST PER ASTM D.
5.ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE
DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A
STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE ADE3UACY AND STABILITY OF ALL EXCAVATION SLOPES SHEETING
SHORING TRENCH BOXES AND ANY OTHER MEANS RE3UIRED FOR A SAFE
WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND
OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE
RE3UIREMENTS OF THE FOLLOWING REGULATORY AGENCIES:
ÄÄ SUBPART 2Ä4 EXCAVATION OPERATIONS OF NEW YORK DEPARTMENT OF
LABOR INDUSTRIAL CODE RULE 2.
ÄÄ SUBPART P EXCAVATIONS OF THE UNITED STATES DEPARTMENT OF LABOR
OSHA REGULATIONS FOR CONSTRUCTION.
ÄÄ ALL OTHER MUNICIPAL COUNTY STATE OR FEDERAL AGENCIES REGULATIONS
OR LAWS PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK
SITE.
ÄÄ THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY.
THESE PROVISIONS SHALL BE CONSIDERED MINIMUM RE3UIREMENTS AND
SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE WORKING CONDITIONS.
.CRUSHED STONE WHERE CALLED FOR ON THE DRAWINGS SHALL CONFORM TO
NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION
70Ä02 SIZE DESIGNATION 2.
7.ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR
LANDSCAPING SHALL BE COVERED WITH OF TOPSOIL AND SEEDED TO
ESTABLISH A DENSE GROWTH OF TURF. SEED MIX SHALL INCLUDE 70
CREEPING RED FESCUE AND 0 BLEND OF SHADEÄTOLERANT HARD FESCUE.
SEED MIX LBS/000 S3. FT. SHALL BE COMPLIANT WITH NYS STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL PAGE 4.4.
CÄ5.
CÄ5.2
2
CÄ5.2
2
CÄ5.2
CÄ5.2
CÄ5.0
CÄ5.2
4
CÄ5.2
4
CÄ5.2
4
CÄ5.2
2
CÄ5.2
4
CÄ5.2
5
CÄ5.2
5
T
TVEE
E
WV
WV
WLF B-2
WLF B-3
WLF B-1
T
TVEE
E
WV
WV
WLF B-2
WLF B-3
WLF B-1
PROPOSED
BUILDING
CP Ä 20
CP Ä
CP Ä 7
CP Ä 22
CP Ä 20
CP Ä
LAWN
LAWN
LAWN
LAWN
PRAIRIE MOON Ä
NO MOW LAWN
IG Ä 2
RH Ä 2
IG Ä
PV Ä
RH Ä 2
MS Ä 2
PS Ä 4
PV Ä
PS Ä
MS Ä
IG Ä 7RH Ä 2
PV Ä 2
AR Ä
PRAIRIE MOON Ä
NO MOW LAWN
RETENTION BASIN FLOOR MIX
ERN MXÄ2
TYP.
RETENTION BASIN WILDLIFE MIX
ERN MXÄ27
RAIN GARDEN SEED SEED MIX
ERN MXÄ0
25 FT. WETLAND BUFFER
PROPERTY LINE
LEGEND
EXISTING TREE TO
REMAIN
PROPERTY LINE SETBACK
LIMITS OF DISTURBANCE
PROPOSED SHRUBS/
GROUNDCOVER
PROPOSED TREES
PROPOSED TURF
GRASS AREA
EXISTING TREE LINE
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:
CH
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C
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:
PLANTING PLAN
CÄ.0
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF DIG SAFE MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
MAP INFORMATION:
SURVEY INFORMATION OBTAINED FROM A MAP TITLED MAP OF A TOPOGRAPHIC SURVEY
PREPARED FOR PRIME ARROW PREPARED BY VANDUSEN AND STEVES LAND SURVEYORS
DATED NOVEMBER 202.
5/7/24 SITE PLAN REVIEW
on 24" x 36" sheet
15 30 60030
1 inch = 30 feet
GRAPHIC SCALE
PLANTING SCHEDULE
KEY 3TY SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
TREES
SHRUBS
PHLOX STOLONIFERA
PLANT SCHEDULE
SCALE: N.T.S.
.ALL PLANT BEDS TO BE MULCHED WITH 4 DEEP SHREDDED
CEDARÄNATURAL COLOR UNLESS OTHERWISE NOTED ON THE PLANS.
2.PRIOR TO PLANTING CONTRACTOR SHALL LOCATE VERIFY AND REPORT
ANY CONFLICTS OF EXISTING UTILITY LINES TO THE LANDSCAPE
ARCHITECT.
.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES
ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK
PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN INC. AND
SHALL BE OF SPECIMEN 3UALITY UNLESS APPROVED OTHERWISE BY
DIRECTORS REPRESENTATIVE.
4.WRITTEN APPROVAL IS RE3UIRED FROM LANDSCAPE ARCHITECT OF ANY
PROPOSED SUBSTITUTIONS OF PLANT MATERIAL. CHANGED PLANTS SHALL
BE E3UIVALENT FORM HEIGHT FLOWER COLOR LEAF SIZE BRANCHING
CULTURE AND FRUIT.
5.A MINIMUM OF ´ OF SUITABLE TOPSOIL IS RE3UIRED IN AREAS WITH
PROPOSED LAWN SEEDING PRIOR TO SEEDING.
.PRIOR TO COMMENCEMENT OF PLANTING STAKE LOCATION OF ALL
PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT.
7.SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO WHEN
THEY CAN BE INSTALLED. PLANTS TO BE INSPECTED BY LANDSCAPE
ARCHITECT AT DELIVERY.
.MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF
PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE.
.TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.
TREES SHALL BE PLANTED ´ HIGHER THAN PREVIOUS GRADE. SHRUBS AND
GROUND COVER SHALL BE PLANTED AS THE SAME RELATIONSHIP TO
GRADE AS PREVIOUS GRADE.
0.PLANT MATERIAL 3UANTITIES TO BE PROVIDED BY CONTRACTOR AS SHOWN
ON DRAWINGS.
.UNLESS NOTED ON PLANT LIST PLANTS TO BE BALLED AND BURLAPPED OR
CONTAINER GROWN.
2.FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR DESIGNATED
AREA OR APPROVED E3UAL APPROVED BY LANDSCAPE ARCHITECT.
PLANTING NOTES:
LANDSCAPING BUFFERING RE3UIREMENTS FOR
ZONE COMMERCIAL INTENSIVE
RE3UIRED PROPOSED
PARKING AREA LANDSCAPING 0.7
SHADE TREES
/5 PARKING SPACE 2
BUFFER RE3UIREMENTS N/A N/A
T
TVEE
E
WV
WV
T
TVEE
E
WV
WV
PROPOSED
BUILDING
WALL MOUNTED LIGHT
TYP.
BOLLARD LIGHT
TYP.
2 GOOSNECK LAMPS
TILTED 0 BACK TO SIGN
SECURITY FLOOD LIGHT
ON 0Ä0H POLE
TYP. Book:901 Page:296Book:901 Page:296Book:901 Page:296Book:901 Page:296
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:
LIGHTING PLAN
CÄ.20
7
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF DIG SAFE MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
MAP INFORMATION:
SURVEY INFORMATION OBTAINED FROM A MAP TITLED MAP OF A TOPOGRAPHIC SURVEY
PREPARED FOR PRIME ARROW PREPARED BY VANDUSEN AND STEVES LAND SURVEYORS
DATED NOVEMBER 202.
5/7/24 SITE PLAN REVIEW
on 24" x 36" sheet
15 30 60030
1 inch = 30 feet
GRAPHIC SCALE
TOWN OF 3UEENSBURY LIGHTING
STANDARDS
USE RE3D
HORZ. ILLUMINANCE
AVG. PROVIDED
HORZ. ILLUMINANCE
PARKING LOT .0 0.0
DRIVEWAY 2.0 0.42
BUILDING
ENTRANCE 5.0 0.20
LOADING
AREA 20.0 0.
SIDEWALKS .0 .04
T
TVEE
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CIRF (Darrah)
5/8" IRF 5/8" IRF
5/8" IRF
CMF
WV
WV
Inv.=316.42'
Inv.=316.81'
Rim=321.28'
NE Cor Rim=31
8
.
4
2
'
NE Cor Rim=31
8
.
2
2
'
Lands Now or Formerly of
NYS Division of Military and Naval Affairs
Book:3066 Page:290
303.12-1-9.2
Lands Now or Formerly of
County of Warren
Book:18 Page:239
303.12-1-9.4
Elev.=322.95'
B.M. Bolt at arrow
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
PROPOSED
BUILDING
E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
T
T T T T T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T
CATV
CATV CATV CATV CATV CATV CATV CATV CAT
V
CAT
V
CAT
V
CAT
V
CAT
V
CAT
V
CAT
V
C
A
T
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C
A
T
V
C
A
T
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C
A
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C
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C
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C
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C
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C
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C
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C
A
T
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C
A
T
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C
A
T
V
CATV
CATV CATV
2 TYPE K COPPER SERVICE LATERAL
MAINTAIN MIN. VERTICAL SEPARATION
OR 0 FT. HORIZONTAL SEPARATION FROM
STORM AND SEWER PIPES
/4 HDPE SEWER FORCE MAIN
4 SOLVENT WELDED PVC SEWER
PIPE. SLOPE " /4/FT. MIN.
D07 GRINDER PUMP
STATION AS MANUFACTURED
BY ENVIRONMENTAL ONE CO.
APPROX. LOCATION OF EXISTING
MUNICIPAL SEWER LINE
APPROX. LOCATION OF EXISTING
MUNICIPAL WATER LINE
5W X 5W PRECAST CONC.
CATCHBASIN
CBÄ
RIM EL. 5.0
2 N INLET INV. EL. 2.0
E OUTLET INV. EL. 2.0
CBÄ2
RIM EL. .5
W INLET INV. EL. .5
S OUTLET INV. EL. .5
CBÄ4
RIM EL. 4.2
NE INLET INV. EL. .0
S OUTLET INV. EL. .0
CBÄ5
RIM EL. 4.2
N INLET INV. EL. 0.
S OUTLET INV. EL 0.
CBÄ
RIM EL. 5.0
SW OUTLET INV. EL. .5
X 2L HDPE STORM P
I
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5
S
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2 X L HDPE STORM PIPE
INLET INV. EL. .5
OUTLET INV. EL. 2.0
STORMWATER MANAGEMENT PRACTICE
TYP.
SEE SHEET CÄ2.0 FOR DETAILS.
CÄ5.
CÄ5.
CÄ5.
2
CÄ5.
CÄ5.2
CÄ5.2
CÄ5.2
CÄ5.2
CÄ5.2
CÄ5.2
4
STONE OUTLET PROTECTION
STONE OUTLET PROTECTION
CÄ5.2
4CÄ5.2
4
0.
0
0
0
M
I
N
.
EXISTING
TRANSFORMER
EXISTING TELECOM
PEDESTAL
EXISTING
CABLE BOX
UNDERGROUND ELECTRIC LINE
COORDINATE WITH NATIONAL
GRID AND MEP DRAWINGS
UNDERGROUND TELEPHONE WIRES
COORDINATE WITH MEP DRAWINGS
UNDERGROUND CABLE WIRES
COORDINATE WITH MEP DRAWINGS
APPROX. LOCATION OF EXISTING NATIONAL
GRID GAS LINE. ACTUAL LOCATION TO BE
DETERMINED BY NATIONAL GRID.
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED SWALE
860
PROPOSED SPOT GRADES.5
0
2
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:
CH
E
C
K
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D
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Y
:
CÄ4.0
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF DIG SAFE MARKINGS. UTILITIES
SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT BEFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET.
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
MAP INFORMATION:
SURVEY INFORMATION OBTAINED FROM A MAP TITLED MAP OF A TOPOGRAPHIC SURVEY
PREPARED FOR PRIME ARROW PREPARED BY VANDUSEN AND STEVES LAND SURVEYORS
DATED NOVEMBER 202.
5/7/24 SITE PLAN REVIEW
UTILITY PLAN
on 24" x 36" sheet
15 30 60030
1 inch = 30 feet
GRAPHIC SCALE
SANITARY SEWER SERVICE
INSTALLATION NOTES
.GRINDER PUMP STATION SHALL BE MODEL DH07 AS MANUFACTURED BY
ENVIRONMENT ONE CORPORATION OR APPROVED E3UIVALENT. THE
MANUFACTURER SHALL FURNISH COMPLETE FACTORYÄBUILT AND TESTED
GRINDER PUMP STATION
S EACH CONSISTING OF GRINDER PUMPS SUITABLY
MOUNTED IN A TANK CONSTRUCTED OF FIBERGLASS OR HIGH DENSITY
POLYETHYLENE
HDPE ELECTRICAL 3UICK DISCONNECT
NEMA P PUMP
REMOVAL SYSTEM SHUTÄOFF VALVE AND CHECK VALVE WITHIN THE BASIN
NEMA 4X ALARM PANEL AND ALL NECESSARY WIRING AND CONTROLS. THE
PUMP TANK AND PANEL SHALL BE LISTED WITH THE UNDERWRITERS
LABORATORIES
UL AS A COMPLETE STATION. NO THIRD PARTY TESTING TO
UL STANDARD WILL NOT BE ALLOWED.
2.THE PUMP
S SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRDÄPARTY
TESTING TO NSF STANDARD IS NOT ACCEPTABLE. THE PUMP
S SHALL BE A
SEMIÄPROGRESSIVE CAVITY STYLE PUMP. IT SHALL BE CAPABLE OF
REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE INCLUDING A
REASONABLE AMOUNT OF ³FOREIGN OBJECTS´ SUCH AS PAPER WOOD
GLASS WIPES RUBBER AND THE LIKE TO FINELYÄDIVIDED PARTICLES WHICH
WILL PASS FREELY THROUGH THE PUMP AND THE Ä/4´DIAMETER STAINLESS
STEEL DISCHARGE PIPING. THE PUMP
S SHALL BE CAPABLE OF DELIVERING
5 GPM AGAINST A RATED TDH OF 0 FEET. GPM AGAINST A RATED TDH OF
2 FEET AND 7. GPM AGAINST A RATED TDH OF 5 FEET. THE PUMPS
MUST BE CAPABLE OF OPERATING AT A NEGATIVE TOTAL DYNAMIC HEAD
WITHOUT OVERLOADING THE MOTOR
S . THE PUMP SHALL HAVE REDUNDANT
RUN FEATURES. PUMP STATOR SHALL BE OIL RESISTANT.
.THE ALARM PANEL SHALL BE INCLUDE A NEMA 4X UL LISTED ALARM PANEL
SUITABLE FOR WALL OR POLE MOUNTING. IT SHALL INCLUDE A GENERATOR
RECEPTACLE W/ AUTO TRANSFER CAPABILITY. THE SUPPLY CABLE BETWEEN
THE PUMP AND ALARM PANEL SHALL NOT BE SPLICED. THE APPROPRIATE
LENGTH OF CABLE SHALL BE INSTALLED W/ AMPLE SUPPLY CABLE FOR
SETTLING LOOPS. THE CABLES CONDUIT SHALL BE SEALED IN THE PANEL
USING DUCT SEALANT AT ALARM PANEL PENETRATION. ALL ALARM PANEL
PENETRATIONS SHALL BE THROUGH THE BOTTOM OF THE PANEL. BACK OR
SIDE PENETRATIONS ARE NOT ALLOWED.
4.INSTALLATION SHALL HAVE A FACTORY TRAINED/AUTHORIZED SERVICE
CENTER PROVIDER WITHIN 0 MILES OF 3UEENSBURY AND 24ÄHOUR
EMERGENCY CAPABILITIES. STARTUP SHALL BE SCHEDULED WITH
MANUFACTURERS CERTIFIED TECHNICIAN AND ALL PAPERWORK SHALL BE
FILED WITH THE TOWN OF 3UEENSBURY WASTEWATER DEPARTMENT.
5.PRESSURE LATERAL SEWER DISCHARGE PIPING SHALL BE HDPE SDR . PIPE
SHALL HAVE A STAINLESS STEEL OR BRASS CURB STOP/CHECK
VALVE/CLEANOUT ASSEMBLY PLACED AT THE APPROXIMATE RIGHT OF
WAY/EASEMENT LINE. AN ARCH STYLE CAST IRON CURB BOX WITH A
STAINLESS STEEL ROD TO THE CURB STOP SHALL BE PROVIDED. THE CURB
BOX SHALL BE E3UIPPED WITH A CAP LABELED ³SEWER´. TRANSITION
BETWEEN PIPE AND CURB STOP/CHECK VALVE/CLEAN OUT ASSEMBLY SHALL
BE BY PLASTIC OR BRASS W/ SS INSERT COMPRESSION ADAPTERS.
CONNECTIONS BETWEEN PIPES SHALL BE A FUSION WELD OR
THERMOCOUPLERS. PIPE SHALL BE LAID WITH SOME SLACK AND HAVE 5 OF
COVER. INSTALLATION OF TRACER WIRE RECOMMENDED.
.NEW TAPS INTO EXISTING HDPE PIPE SHALL BE INSTALLED USING AN
ELECTROFUSION METHOD. ALL OTHER METHODS OF TAPPING SHALL BE
SUBMITTED TO THE DIRECTOR OF WASTEWATER FOR REVIEW.
7.GRAVITY SANITARY SEWER PIPING SHALL BE PVC SEWER PIPE CONFORMING
TO ASTM D04 SDR 5 WITH ELASTOMERIC GASKETED JOINTS
CONFORMING TO ASTM D00 AND GASKETS CONFORMING TO ASTM F477
UNLESS OTHERWISE INDICATED.
PROPOSED 2 SCH. 40 GALV. STEEL GAS SERVICE LINE.
FINAL LOCATION TO BE DETERMINED BY NATIONAL
GRID. COORDINATE CONNECTION WITH MEP DRAWINGS.
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CÄ5.0
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
5/7/24 SITE PLAN REVIEW
CONSTRUCTION DETAILS
STAKES PER BALE
2 2Z2Z4
ANCHOR BALES WITH
BALES TO BUTT
0 MIN.
POLYETHYLENE
SHEETING
BINDING WIRE
STRAW BALE
TYPICAL
WOOD STAKE
TYPICAL
0 MIL
0
MIN DEPTH
AGGREGATE
MIN IMBEDMENT
TYPICAL
EXISTING GRADE
2 MAX
AGGREGATE
TRUCKSALL CONCRETE
WASHOUT HERE
SHALL
2BLACK LETTERS
ON WHITE
BACKGROUND
GALVANIZED U
7Ä0 TO
BOTTOM OF SIGN
Ä0 MIN
SOIL
EMBEDMENT
FINISH GRADE
SIGN SHALL BE PLACED
IN A PROMINENT LOCATION
AT WASHOUT AREA
CHANNEL POST
TYPICAL SECTION
PLAN
WASHOUT SIGN
ALL AROUND
2 MIN
POLYETHYLENE
SHEETING0 MIL
SEASONAL HIGH
GROUNDWATER
TABLE
0 MIN.
CONCRETE WASHOUT AREA DETAIL
SCALE: N.T.S.
CAPACITY:
THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS WASH WATER AND RAINFALL SIZED TO
ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7
GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING
DRUM. THE MINIMUM SIZE SHALL BE FEET BY FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED
THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO VERTICAL.
LOCATION:
LOCATE THE FACILITY A MINIMUM OF 00 FEET FROM DRAINAGE SWALES STORM DRAIN INLETS WETLANDS
STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE
EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN
TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS
DISCHARGED.
LINER:
ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LI3UIDS IN THE GROUND. THE LINER
SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 0 OKNU WITH NO HOLES OR TEAR AND
ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PREÄFABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE
CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FRE3UENCY OF CONCRETE POURS. THEY SHALL
BE SITED AS NOTED IN THE LOCATION CRITERIA.
MAINTENANCE:
·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY.
EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP.
·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75 OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER
SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
·DISPOSE OF THE HARDENED MATERIAL OFFÄSITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ONÄSITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN
APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED OR BURIED AND
COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION.
·THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.
·INSPECT THE PROJECT SITE FRE3UENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NONÄDESIGNATED AREAS.
2 HARDWOOD
FENCE POSTS
MIN. LONG
DRIVEN INTO
GROUND
0 MAX. ℄ TO ℄
SECTION VIEW
M
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FLOW
FLOW
WOVEN WIRE
FENCE
MIN. 4
GAUGE W MAX
MESH SPACING
MIN. FENCE POST
WOVEN WIRE FENCE
MIN. 4 2 GAUGE W/
MAX. MESH SPACING
WITH FILTER CLOTH
FLOW
20
M
I
N
.
M
I
N
.
UNDISTURBED
GROUNDEMBED FILTER
CLOTH A MIN. OF
IN GROUND 4
COMPACTED SOIL
NOTES:
.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES. POSTS SHALL BE STEEL EITHER T OR U TYPE HARDWOOD.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY 4 AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE MAX MESH
OPENING.
.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X
MARAFI 00X STABILINKA T40N OR APPROVE E3UIVALENT IF USING THE WOVEN WIRE
FENCE. IF THE WOVEN WIRE FENCE IS NOT USED FILTER FABRIC MUST BE NYSDOT
APPROVED MATERIAL LIST FOR SILT FENCE UNSUPPORTED .2M POST SPACING
PERSPECTIVE VIEW
2 SILT FENCE DETAIL
SCALE: N.T.S.
SILT FENCE SLOPE LENGTH/FENCE LENGTH
FT.
SLOPE STANDARD
FENCE
REINFORCED
FENCE SUPER
200 / 500 NA NA
2Ä025 / 000 250 / 2000 00 / 2500
0Ä2000 / 750 50 / 000 200 / 000
20Ä0 / 500 0 / 750 00 / 000
NOTES:
.REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS.
2.IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 0 DAYS IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED
WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION.
.INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR
REPLACE DEFICIENCIES IMMEDIATELY.
4.SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE
REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER.
TOPSOIL STOCKPILE DETAIL
SCALE: N.T.S.
SILT FENCE TO EXTEND AROUND
ENTIRE PERIMETER OF
STOCKPILE OR TO EXTEND
AROUND DOWNSTREAM PORTION
IF STOCKPILE IS ON SLOPE
NYS DOT ITEM NO. 402.270
NYS DOT 40 TYPE BINDER COURSE
NYS DOT ITEM 04Ä2.0 TYPE 2 GRAVEL SUBBASE
COMPACTED SUBGRADE
2
2
2
2
NOTE: FOR ALL REFERENCES TO NYS DOT SEE THE NYS DOT 200 STANDARD SPECIFICATIONS
TYPE TYPICAL PAVEMENT SECTIONS
A
ASPHALT
ROADWAY
PAVEMENT
B
SIDEWALKS
CONCRETE
PAVEMENT
2
4
COMPACTED SUBGRADE TO 0
PROCTOR
MIRAFI 40N NONÄWOVEN
STABILIZATION FABRIC
NYS DOT ITEM 04Ä2.0 TYPE 2
GRAVEL SUBBASE COMPACTED TO
5 STANDARD PROCTOR
X W2. X W2. WOVEN WIRE
MESH
4000PSI CONCRETE PAVEMENT Ä
SEE DETAILS 7 FOR JOINTING
DETAILS
PADS
C
CONCRETE
UTILITY
PAD
X W2. X W2. WOVEN WIRE MESH
COMPACTED SUBGRADE TO 0 PROCTOR
NYS DOT ITEM 04Ä2.0 TYPE 2 GRAVEL SUBBASE
COMPACTED TO 5 STANDARD PROCTOR
4000PSI CONCRETE
MIRAFI 40N NONÄWOVEN STABILIZATION FABRIC
2
DRIP EDGE STONE SURFACE DETAIL
SCALE: N.T.S.
ADJACENT STRUCTURE
OR SURFACE
FINISHED SLAB
MIRAFI 40N OR APPROVED E3UAL FILTER
FABRIC
FLASHED UP AT ALL EDGES
ROUNDED RIVER STONE OR APPROVED
E3UIVALENT DEEP TOP OF STONE SET
BELOW FINISHED SLAB ELEV.
COMPACTED SUBGRADE
4 COLÄMET OR APPROVED E3UAL BROWN
STEEL EDGING CONTINUOUS AT DRIP EDGE
4 DEEP W/ STAKES AT 2Ä0 O.C.
SLOPE " MIN. 2
M
I
N
VARIES
SEE CÄ200
CÄ202
2 TYP.
TOOLED JOINT W/ 4 RADIUS
EDGES AS SHOWN TYP.
NOTE:
.LOCATE CONTROL JOINTS O.C. UNLESS
OTHERWISE INDICATED.
2.TOOLED JOINTS SHALL ALSO BE LOCATED
AROUND ENTIRE PERIMETER OF CONCRETE
PAVEMENT.
2 JOINT
7 CONCRETE CONTROL JOINT DETAIL
SCALE: N.T.S.
TOOLED CONSTRUCTION JOINT
CONCRETE
/
4
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E
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M
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N
.
2 TYP.
TOOLED 4 DEPTH JOINT W/ 4
RADIUS EDGES AS SHOWN TYP.
CLOSED CELL POLYETHYLENE JOINT FILLER
MATERIAL COMPATIBLE WITH SUBSTRATE AND
OTHER EXPANSION JOINT MATERIALS. COVER
WITH W.R. MEADOWS OR E3UAL SNAP CAP AND
REMOVE AFTER CURING.
NOTE:
EXPANSION JOINTS TO OCCUR 20 Q.E. MAX AND AT
ALL CURBS WALLS AND WHERE SHOWN ON PLANS
OR OTHER DETAILS
2 JOINT
CONCRETE EXPANSION JOINT DETAIL
SCALE: N.T.S.
SINGLE COMPONENT SILICONE JOINT
SEALANT COMPATIBLE WITH SUBSTRATE
AND OTHER EXPANSION JOINT MATERIALS.
CONCRETE
NOTE:
.STONE SIZE Ä USE Ä4 TYPE STONE.
2.LENGTH Ä NOT LESS THAN 50 FEET
EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 0
MINIMUM LENGTH WOULD APPLY .
.THICKNESS Ä NOT LESS THAN .
4.WIDTH Ä 2 FEET MINIMUM BUT NOT LESS THAN THE FULL WIDTH WHERE INGRESS AND
EGRESS OCCUR. 24 FEET IF SINGLE ENTRANCE TO THE SITE.
5.GEOTEXTILE Ä WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE STONE.
.SURFACE WATER Ä ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A
MOUNTABLE BERM WITH A 5: SLOPE WILL BE PERMITTED.
7.MAINTENANCEÄ THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTSÄOF WAY MUST BE
REMOVED IMMEDIATELY.
.WHEN WASHING IS RE3UIRED IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
4 STABILIZED CONSTRUCTION ENTRANCE DETAIL
SCALE: N.T.S.
EXISTING
PAVEMENT
50 MIN.
2
M
I
N
.
2 MIN.
0
M
I
N
.
0
M
I
N
.
M
I
N
.
50 MIN.
5:
GEOTEXTILE FABRIC
MOUNTABLE BERM
OPTIONAL
EXISTING
PAVEMENT
EXISTING GROUND
EXISTING GROUND PLAN VIEW
PROFILE VIEW
X 5 STAKES
4 PER TREE TYP.
WRAP ORANGE
CONSTRUCTION
FENCE AROUND
STAKES TYP.
5 TREE PROTECTION DETAIL
SCALE: N.T.S.
DRIPLINE
ORANGE PROTECTION FENCE AT
DRIPLINE OR AS SHOWN ON
PLANS WHICHEVER IS GREATER
WATERPROOF PERMANENT
SIGN READING TREE
PROTECTION AREA
BOTTOM OF TREE PROTECTION
FENCE TO BE AT OR SLIGHTLY
ABOVE GROUND LEVEL RATHER
THAN EMBEDDED
NOTES:
.NO SOIL PLACEMENT OVER EXISTING TREE AND SHRUB ROOTS. NO SOIL SHOULD BE ADDED WITHIN PROTECTED
AREAS UNLESS ADDED TO ACHIEVE PROPOSED GRADES.
2.NO TRENCHING IN PROTECTED AREAS. TRENCHING ACROSS THE ROOT SYSTEMS SHOULD START NO CLOSER THAN
THE DRIPLINE OF THE TREE. TUNNEL UNDER ROOT SYSTEMS FOR UNDERGROUND UTILITIES SHOULD START
INCHES OR DEEPER BELOW THE NORMAL GROUND SURFACE. TREE ROOTS WHICH MUST BE SEVERED SHOULD BE
CUT CLEAN. BACKFILL MATERIAL THAT WILL BE IN CONTACT WITH THE ROOTS SHOULD BE TOPSOIL OR A
PREPARED PLANTING SOIL MIXTURE.
.CONSTRUCT STURDY FENCES OR BARRIERS OF WOOD STEEL OR OTHER PROTECTIVE MATERIAL AROUND
VALUABLE VEGETATION FOR PROTECTION FROM CONSTRUCTION E3UIPMENT.
4.PREVENT TALL E3UIPMENT SUCH AS BACKHOES AND DUMP TRUCKS FROM CONTACTING TREE BRANCHES.
PLAN VIEW
ELEVATION VIEW
PAVEMENT SCHEDULE
SCALE: N.T.S.
0 FILTER FABRIC DROP INLET PROTECTION DETAIL
SCALE: N.T.S.
NOTES:
.GEOTEXTILE SHALL BE CUT FROM A CONTINUOUS ROLL TO ELIMINATE
JOINTS. IF JOINTS ARE NECESSARY THEY WILL BE OVERLAPPED TO
THE NEXT STAKE.
2.STAKE MATERIAL WILL BE STANDARD 2Z4 WOOD OR E3UIVALENT
METAL WITH A MINIMUM LENGTH OF FEET.
.SPACE STAKES EVENLY AROUND INLET WITH A MAXIMUM SPACING OF
FEET DRIVE STAKES MINIMUM INTO GROUND. WIRE MESH MAY BE
RE3UIRED BEHIND GEOTEXTILE TO PROVIDE SUPPORT.
4.GEOTEXTILE SHALL BE EMBEDDED 2 BELOW GROUND AND
BACKFILLED. IT SHALL BE SECURELY FASTENED TO STAKES AND
FRAME.
5.GEOTEXTILE FABRIC SHALL HAVE EOS OF 40Ä5.
.A 2Z 4 WOOD FRAME SHALL BE FORMED AROUND THE CREST OF
FABRIC FOR OVERFLOW STABILITY.
7.INLET PROTECTION TO REMAIN INÄPLACE UNTIL AREA IS STABILIZED.
PLAN ELEVATION
GEOTEXTILE ATTACHED
TO WOOD FRAME
DROP INLET
2 Z 4
STAKE
TYP.
FLOW
2 Z 4 WOOD
FRAME
FLOW FLOW
2 Z 4
STAKE
2 Z 4
WOOD FRAME
GEOTEXTILE
ATTACHED TO WOOD
STAKE AND FRAME
DROP INLET
FLOW
ORIGINAL GROUND OR
PROPOSED GRADE
GEOTEXTILE
TO BE
BURIED IN
GROUND
TYP.
SEE NOTE
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2
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:
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:
CÄ5.
0
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
5/7/24 SITE PLAN REVIEW
CONSTRUCTION DETAILS
CONCRETE CURB DETAIL
SCALE: Ä0
R 4
FINISHED GRADE OF
ASPHALT PAVING
FINISHED GRADE OF CONCRETE SIDEWALK
0
4000 PSI SLIP FORM OR PRECAST CONCRETE
CURBING
7
CRUSHER RUN BASE
COMPACTED SUBGRADE O STANDARD
PROCTOR DENSITY
COMPACTED SUBGRADE 5 STANDARD
PROCTOR DENSITY
EXPANSION JOINT SEE DETAIL
NOTES:
.DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON NYSDOT STANDARD SHEET 0Ä0.
2.CROSSWALK MARKINGS SHALL BE WHITE AND SHALL BE IN ACCORDANCE WITH NYSDOT STANDARD SHEET 5Ä0.
5Ä0
2
RA
M
P
2
RA
M
P
SIDE
W
A
L
K
.5
M
A
X
SIDE
W
A
L
K
.5
M
A
X
SEE DETECTABLE
WARNING
PLACEMENT
SIDE
W
A
L
K
.
PARK
I
N
G
LOT
WHEELCHAIR
TURNAROUND
CLEARANCE
2 ADA ACCESSIBLE RAMP
SCALE: N.T.S.
PARKING LOT STRIPING DETAIL
SCALE: N.T.S.
NOTES:
.ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA STANDARD AND CURRENT
ZONING AND SITE REGULATIONS.
2.PAINTED ACCESSIBLE LOGO TO BE IN ACCORDANCE WITH NEW YORK STATE LAW.
.SLOPE OF PAVEMENT SURFACE IN HANDICAP PARKING AREA SHALL NOT EXCEED 2
IN ANY DIRECTION.
TYPICAL
COMMON PARKING
SPACE
00
ACCESS
AISLE
0
20
HC
PARKING
COMMON
PARKING
4 WIDE WHITE PAINTED PARKING
STRIPES COMMON SPACES
SEE SHEET CÄ.0
ACCESSIBLE ICON
SEE NOTE
SEE SHEET CÄ.0
SIGN
NO.DESCRIPTION M.U.T.C.D.
NO./SIZE 3UANTITY
2 R7Ä
2Z
RÄ
0Z0
2
SITE SIGN TABLE
PARKING
RESERVED
WHITE
LEGEND/BORDER
RED BKGD
GREEN
LEGEND/BORDER
WHITE BKGD
COLORS
5 M2
2Z2PARKING
NO GREEN
LEGEND/BORDER
WHITE BKGD
4 SIGN TABLE
SCALE: N.T.S.
NOTES:
.ALL MATERIALS AND INSTALLATION SHALL CONFORM TO MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES
MUTCD LATEST
EDITION.
2.ALL SIGNS SHALL BE MIN. Ä0 OFF EDGE OF GRAVEL OR
PAVEMENT AOBE.
.UÄCHANNEL POSTS TO BE USED FOR ALL SIGNS WITHIN
RIGHTÄOFÄWAY AND SHALL BE DRIVEN INTO GROUND.
/ THICK GALV. STEEL
REFLECTIVE SIGN PANEL
GALV.STEEL FLANGED
CHANNEL SIGN POST. WGKIJV 2
LBS/FT. PUNCHED FULL LENGTH
W/ 5/ SHEAR BOLTS
CONNECT BREAKAWAY PLATE TO STUB
POST IN GROUND W/4 5/ SHEAR BOLTS
UNDISTURBED SUBGRADE
FINISH GRADE SURFACE MATERIAL
MAY VARY.
5 SIGN POST
SCALE: N.T.S.
LIGHT POLE
LIGHT POLE BASE COVER Ä
SEE SITE SPECIFICATIONS
ANCHOR PLATE PER LIGHT
POLE MANUFACTURER
FINISH GRADE
PVC SCH. 0 CONDUIT OR
OTHER APPROVED CONDUIT
CLASS II AGGREGATE BASE 5
RC
CONCRETE FOOTING 4000
PSI
/2 THICK GROUT BED
24 DIAMETER
2
REINFORCING Ä 4Ä BARS VERT.
S3UARE PATTERN TIES AT 2 OC
2 FROM OUT SIDE WALL
ASPHALT PAVING
AND BASE
ANCHOR BOLTS SIZE AND LOCATION
AS PER LIGHT MANUFACTURER
4
Ä
0
M
I
N
.
B
E
L
O
W
F
I
N
I
S
H
G
R
A
D
E
2
Ä
0
M
I
N
.
COMPACTED OR UNDISTURBED
SUBGRADE
LIGHT POST
SCALE: N.T.S.
NOTES:
.THE SOIL FOR BIORETENTION SHALL BE A UNIFORM MIX FREE OF STONES STUMPS ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO
2 INCHES
IN DIAMETER. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT
GROWTH OR PROVE A HINDRANCE TO PLANTING MAINTENANCE OPERATIONS. THE PLANTING SOIL SHALL BE FREE OF NOXIOUS WEEDS. THE SOIL
MIXTURE SHALL BE A MIXTURE OF TWO
2 PARTS SAND AND ONE
PART TOPSOIL BY VOLUME. SAND SHALL MEET THE RE3UIREMENTS OF NYSDOT
70.07 CONCRETE SAND THE TOPSOIL SHALL MEET THE RE3UIREMENTS OF NYSDOT 7Ä0TOPSOILÄTYPE A. THE MIXTURE SHALL HAVE A RH
RANGE OF 5.2 TO 7..
2.THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA:
RH RANGE 5.2 Ä7.
ORGANIC MATTER .5 Ä 4
MAGNESIUM 5ND./CE
PHOSPHORUS P2O5 75ND./CE
POTASSIUM K2O 5ND./CE
SOLUBLE SALTS NOT TO EXCEED 500RRO
.ALL BIORETENTION AREAS SHALL HAVE A MINIMUM OF ONE
TEST. EACH TEST SHALL CONSIST OF BOTH STANDARD SOIL TEST FOR RH
PHOSPHOROUS AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC MATTER AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS RE3UIRED FROM THE
SITE STOCKPILED TOPSOIL. IF TOPSOIL IS IMPORTED THEN THE TEXTURE ANALYSIS SHALL BE PERFORMED FOR EACH LOCATION WHERE THE TOPSOIL
WAS EXCAVATED.
4.PLANTING BED SHALL BE A MIX OF UPLAND AND WETLAND NATIVE SHRUBS GRASSES AND HERBACEOUS PLANT MATERIAL ARRANGED IN A NATURAL
CONFIGURATION STARTING FROM THE MORE UPLAND SPECIES AT THE OUTERMOST ZONE OF THE SYSTEM TO MORE WETLAND SPECIES AT THE
INNERMOST ZONE. PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM PLANTED ON ONEÄFOOT CENTERS. THE AREA
SHALL NOT BE SEEDED AS THIS TAKES TOO LONG TO ESTABLISH THE DESIRED ROOT SYSTEM. SHREDDED HARDWOOD MULCH SHALL BE APPLIED UP TO
2 INCHES TO HELP KEEP SOIL IN PLACE.
5.THE STONE LAYER SHALL BE CLEAN WASHED GRAVEL
.5 INCH Ä 2.0 INCH DIAMETER .
M
I
N
.
STONE DIAPHRAM
PEA GRAVEL
Ä0 MIN. CLEAN
WASHED STONE
2Ä PLANTING SOIL
2Ä SHREDDED
WOOD MULCH
MAX PONDING
DEPTH
PERFORATED
PIPE
FILTER FABRIC
MAX. SLOPE :
OVERFLOW
STRUCTURE
BEEHIVE DOME
GRATE
BIORETENTION AREA
SCALE: N.T.S.
2 MIL POLY
WATERPROOF LINER
GRASS FILTER STRIP
SEEDED LAWN. SEED MIX AS
SPECIFIED. STABILIZE ALL SLOPES
E3UAL TO OR GREATER THAN : WITH
HYDROSEED APPLICATION OF
FLEXTERRA BONDED FIBER MATRIX
OR E3UAL
LOAM TOPSOIL
FREE DRAINING FILL
SOIL OVER BEDROCK
EXISTING BEDROCK
2
SEEDED AREA DETAIL
SCALE: N.T.S.
F.G.
2 TYP.
NOTES:
.TREES SHALL BEAR SAME RELATIONSHIP
TO FINISH GRADE AS IN THE NURSERY.
2.THIN BRANCHES FOLIAGE AS DIRECTED
WHILE RETAINING NORMAL SHAPE OF
TREE. NEVER CUT A LEADER
.TREES SHALL BE PLUMB STRAIGHT.
ATTACH GALV. STEEL CABLE TO STAKE.
NOTCH STAKE TO RECEIVE CABLE.
ENCASE WIRE AROUND TRUNK TO
REINFORCE RUBBER HOSE ABOVE FIRST
BRANCH. SECURE ALL ENDS OF CABLE
WITH GALV. CLAMPS.
4 GALV. TURNBUCKLE EA. CABLE
X CEDAR STAKES PER TREE.
STAKES TO BE SAME HEIGHT DRIVEN IN
ON A SLIGHT ANGLE. STAKES TO BE
OUTSIDE OF ROOT BALL.
WRAP ALL DECIDUOUS TRUNKS NEATLY
TO A HEIGHT OF THE SECOND LOWEST
BRANCH
FALL PLANTING ONLY
HT. PLANTING MIX SAUCER
2 DEPTH RIVER ROCK 2 OR STONE
PULL MULCH AWAY FROM TREE TRUNK
AMENDED PLANTING MIX COMPACTED
CUT ROPE SURROUNDING BOTTOM OF TREE
TRUNK AFTER BACKFILLING BUT BEFORE
MULCHING. DO NOT REMOVE BURLAP.
NATIVE SOIL DRAINAGE MOUND COMPACTED TO 2
UNDISTURBED SUBGRADE
7 DECIDUOUS TREE PLANTING DETAIL
SCALE: N.T.S.
PERENNIALS Ä SEE SHEET CÄ402 FOR
TYPE AND LOCATION OF PLANTING
SHREDDED CEDAR MULCH
NATURAL
COLOR AROUND PERENNIALS AND GRASS
SPRIGS
SUBSOIL
2 PLANTING SOIL MIX IN ALL PERENNIAL
BEDS PLACED IN LIFTS
TYP.
SHOVEL CUT AT EDGE
OF PLANTING BED
0 PERENNIAL GRASS PLANTING DETAIL
SCALE: N.T.S.
MIN.
4
MULCH BED Ä PLACE SHREDDED
CEDAR MULCH
NATURAL COLOR
AROUND ALL SHRUBS
MULCH OVER LIP OF TOPSOIL
TO FORM SAUCER
CUT AND REMOVE BURLAP
FROM TOP ONE THIRD OF
SHRUB BALL
50 ORGANIC SOIL 50
EXISTING SOIL MIX
SCARIFY COMPACTED SUBÄSOIL
TO A DEPTH OF 4
BALLED BURLAPPED
B B DETAIL
SCALE: N.T.S.
DIG HOLE 2X DIAMETER OF B7B
ROOT BALL OR CONTAINER
SA
V
E
D
A
T
E
:
4/
2
/
2
0
2
4
:
A
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2
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7
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DR
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:
CH
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:
CÄ5.2
ENTRY SIGN DETAIL
SCALE: N.T.S.
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
5/7/24 SITE PLAN REVIEW
CONSTRUCTION DETAILS
2 THICK MAT OF LIGHT
STONE FILL
GEOTEXTILE SEPARATION FABRIC
2
2 THICK MAT OF LIGHT
STONE FILL GEOTEXTILE SEPARATION FABRIC
VARIES
2
Ä
0
FLOW INSTALL EROSION AND
SEDIMENT CONTROL MATS ON
ALL SLOPES : AND GREATER
SECTION A
SECTION B
A
B
2 STONE OUTLET PROTECTION DETAIL
SCALE: N.T.S.
D
D
0
.
4
L
L 5Ä0 MIN.
CORRUGATED HDPE STORM
PIPE W/SMOOTH WATERWAY LINER
COMPLYING W/ASTM F24 U.N.O. ON
PLANS. SEE PLAN FOR SIZE.
D/
2
2
D
D/2
2: MAX SIDE SLOPES
BEDDING SAND
PAVEMENT
VARIES
2
M
I
N
.
POLYETHYLENE FLARED END SECTIONS W/
CORRUGATED COUPLING MATCHING CONDUIT
CORRUGATIONS HAVING ANCHOR TOE PIECE
U.N.O ON PLANS. PROVIDE END SECTIONS.
TOPSOIL SEED
Ä0VARIES SEE PLANS Ä0
TOP OF BERM
BOTTOM OF BERM
VARIES
:
M
A
X
VARIES
:
M
A
X
2
TOP OF BERM
BOTTOM OF BERM2
2 THICK MAT OF STONE FILL
LIGHT
GEOTEXTILE SEPARATION FABRIC
VARIES
4 STONE WEIR OVERFLOW DETAIL
SCALE: N.T.S.
2 THICK MAT OF STONE FILL
LIGHT
GEOTEXTILE SEPARATION FABRICMI
N
.
5Ä0Z5Ä0
FINISH GRADE.
BACKFILL W/COMPACTED
GRANULAR FILL MATERIAL.
HDPE OUTLET PIPE
PRECAST CONC. CATCH BASIN
SUITABLE FOR H20 VEHICULAR
LOADING.
4
Ä
S
U
M
P
CRUSHED STONE.
UNDISTURBED SOIL.
HDPE INLET PIPE
STORM DRAIN PIPING.
GROUT TO CATCH BASIN
FOR WATERTIGHT SEAL.
TYP.
4
RIM EL. SEE PLANS
PRECAST CONCRETE EXTENSION
RINGS TO GRADE AS RE3D
NEENAH FOUNDRY RÄ2557
FRAME GRATE OR
APPROVED E3UIVALENT
U.N.O. ON PLANS.
CATCH BASIN DETAIL
SCALE: N.T.S.
CATCH BASIN SCHEDULE
ID RIM EL.INLET INV. EL OUTLET INV. EL
CBÄ5.02 N 2.0 E 2.0
CBÄ2 .5 W .5 S .5
CBÄ5.0N/A SW 2.0
CBÄ4 4.2 NE .5 S .5
CBÄ5 4.2 N . S .
VEGETATED SWALE DETAIL
SCALE: N.T.S.
C SWALEL
VARIES SEE DRAWINGS.
MAX. MAX.
V:H
MAX.V:H
MAX.
PROTECT BOTTOM OF
DRAINAGE CHANNEL W/
STRAW MULCH COVERED
W/ROLLED EROSION
CONTROL MAT STAKE
MAT AT CÄC.
MIN. TOPSOIL
AND SEED TYP.
EXIST. SOIL.
5 GRAVEL WETLAND DETAIL
SCALE: NTS
STONE OVERFLOW WEIR
CREST EL. 2.5
TOP OF BERM EL. .5
2 HDPE STORM PIPE
INLET INV. EL. 0.0
OUTLET INV. EL. 0.7
Ä0 X Ä0 I.D. PRECAST CONC.
CATCH BASIN OUTLET STRUCTURE
W/ 24 X 24 HORZ. ORIFICE IN TOP
SLAB AND STORMRAX ROUND SERIES
TRASH RACK AS MANUFACTURED BY
CONTECH ENGINEERING SOLUTIONS
OR APPROVED E3UAL.
RIM EL. .0
W3V
2
M
A
X
SOIL MEDIA
PEA GRAVEL
2Ä0 NO. 2 STONE
PVC COLLECTOR
PIPE
PERF. PVC
DISTRIBUTION DRAIN
2 HDPE E3UILIZER PIPE
INV. EL. 2.0
PVC PERF. RISER PIPE W/
LOCKABLE COVER
LOW FLOW ORIFICE W/ /W X /L X 7
/2H FLAT SERIES TRASH RACK AS MANUFACTURED
BY STORMRAX OR APPROVED E3UIVALENT
INLET INV. EL. .25
CELL CELL 2
5Ä0
SPACING
2
NOTES:
.PLANTING MATERIAL SHALL BE A MIX OF UPLAND AND WETLAND NATIVE SHRUBS GRASSES AND HERBACEOUS SPECIES. PLANTING SCHEDULE AND SPECIFICATIONS SHALL BE IN
ACCORDANCE WITH TABLE H.4 AND H.5 OF THE NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL
SWDM . DELINEATED PLANTING ZONES SHOWN ON THESE PLANS SHALL
CORRESPOND WITH THE FOLLOWING HYDROLOGIC ZONES PER TABLE . OF THE NYSDEC SWDM:
Ä DEEP POOL
FOREBAY TREATMENT CELL : ZONE
2.WETLAND PLANTINGS SHALL BE INSPECTED AT THE END OF THE SECOND GROWING SEASON TO CONFIRM 50 SURVIVAL RATE WAS ACHIEVED. IF 50 SURVIVAL RATE IS NOT ACHIEVED
REINFORCED PLANTING IS RE3UIRED.
.A VEGETATIVE BUFFER SHALL EXTEND 25 FEET OUTWARD FROM THE MAXIMUM WATER SURFACE ELEVATION.
4.THE STORMWATER GRAVEL WETLAND SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH APPENDIX G OF THE NYSDEC SWDM.
NYSDEC COMPLIANCE TABLE
RE3UIRED PROVIDED
WETLAND SURFACE AREA
PERCENTAGE OF DRAINAGE AREA DA 202 SF SA 22 SF
SA/DA .0
FOREBAY STORAGE 0 W3X
W3X PROVIDED 7 CF
VFOREBAY CF
VFOREBAY/W3X 0 W3X
MAX. CONTRIBUTING AREA 5.00 AC.4.5 AC.
BOTTOM OF CELL EL. .0
BOTTOM OF GRAVEL EL. 0.0
40 MIL. HDPE
GEOMEMBRANE
BLUESTONE CAP W/ Ä/2 IN.
OVERHANG 2 THICK
THIN STONE VENEER IN MORTAR BED
STONE TO MATCH ARCH
POST FOUNDATION
WEEP SCREED OR DRIP SCREED
BEDDING SEAL
UNDER FLASHING
FINISH
GRADE AT WALL TOP
FLEXIBLE SEALANT
AT STONE/POST
INTERFACE
TIMBERLOK SCREW
TO POST TYP.
DECORATIVE FINIALS
X POSTS TO MATCH
ARCHITECTURAL POSTS
FINISH
GRADE
2Ä0
Ä0
5
Ä
0
2
Ä
0
Ä4
4
Ä
0
0
Ä
0
XXXXX2 HIGH LETTERS FONT TO
MATCH BRANDING
WHITE TEXTURED PVC
2 GOOSENECK LIGHTS ON
EACH SIDE WITH L ARM
AND 0 SHADE
7 BIKE RACK
SCALE: NTS
.
0
5Ä2 /
5/
5Ä0
5/
SA
V
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D
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:
4/
2
/
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:
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:
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:
DR
A
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Y
:
CH
E
C
K
E
D
B
Y
:
CÄ5.
2
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND
SURVEYOR TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED BY FOLLOWED BY THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
5/7/2024
2072
PRIME ARROW
NICK CHIARAVALLE
SUNSET DRIVE
3UEENSBURY NY 204
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
5/7/24 SITE PLAN REVIEW
CONSTRUCTION DETAILS
D
WATER M
A
I
N
SANITA
R
Y
O
R
S
T
O
R
M
S
E
W
E
R
SANITA
R
Y
O
R
S
T
O
R
M
S
E
W
E
R
MIN. TOP OF
WATER MAIN TO
INVERT OF SANITARY
OR STORM SEWER
ONE FULL
L
E
N
G
T
H
/2 L
MIN. TOP OF
SEWER TO BOTTOM
OF WATER MAIN.
NOTES:IF VERTICAL CAN NOT BE ACHIEVED AT LOCATIONS OF WATER MAIN SEWER CROSSINGSCONTRACTOR
SHALL CONSTRUCT EITHER OF THE FOLLOWING OPTIONS.
.CONSTRUCT SANITARY SEWER OF PVC PRESSURE PIPE MATERIAL 0 ON EACH SIDE OF THE WATER MAIN/STORM
SEWER AND TEST SANITARY SEWER AT50 PSI PRESSURE.
2.ENCASE SEWER PIPE IN CONCRETE 4 DISTANCE ON EACH SIDE OF WATER/ STORM SEWER CROSSING. CONCRETE
ENCASEMENT SHALL BE MINIMUM ALL AROUND PROPOSED SEWER PIPE.
GRINDER PUMP STATION
SCALE: N.T.S.
0 MIN.
GATE VALVE VALVE BOX
AND CHECK VALVE
EÄONE GRINDER
PUMP STATION
MODEL DH07
EÄONE
SENTRY
ALARM PANEL
BASEMENT/CRAWL
SPACE
BUILDING FIRST
FLOOR
4
Ä
0
M
I
N
.
/4 / FT. MIN.
4 SCH 40
PVC BUILDING
SEWER PIPE
/4 HDPE DISCHARGE
LINE TO SEWER MAIN
PIPE TRENCH DETAIL
SCALE: N.T.S.
PAVED AREASUNPAVED AREAS
D
Ä0 MIN.
D
2Ä0 MAX.
PIPE CENTERED
D
BEDDING SAND
4 BEDDING HAND TAMPED
BACKFILL HAND TAMPED
D
Ä0 INITIAL
UNDISTURBED SOIL
CLEAN SAND OR GRAVEL
TOPSOIL SEED
5
Ä
0
M
I
N
.
W
A
T
E
R
Ä
PAVEMENT
COMPACTED BACKFILL
Ä
0
SUBBASE
BURIED IDENTIFICATION
WARNING TAPE
IN TRENCH SEE PLANS
FOR SIZE AND TYPE
OR BEDROCK
4
Ä
0
M
I
N
.
S
E
W
E
R
MIN 0 GREEN COATED
STAINLESS STEEL TRACER
WIRE RE3D FOR PVC
SANITARY SEWER PIPE
2 WATER SERVICE LATERAL DETAIL
SCALE: N.T.S.
FINISH GRADE
OPERATING ROD
CURB BOX CAP
PROVIDE TWOÄHOLE TYPE IN GRASSED
OR LANDSCAPE AREAS AND PLUG TYPE IN SIDEWALKS
OR PAVED AREAS. TWOÄHOLE TYPE CAP SHALL BE SET
/ BELOW FIN. GRADE AND PLUG TYPE SHALL BE
FLUSH W/SURFACE
CURB BOX
CURB STOP
2 TYPE K COPPER
SERVICE LATERAL
PROVIDE GOOSENECK
CORPORATION STOP
WATER MAIN
RI
G
H
T
Ä
O
F
Ä
W
A
Y
O
R
EA
S
E
M
E
N
T
L
I
N
E
TO BUILDING
2Z2Z4 SOLID
CONC. BRICK
4 WATER SEWER SEPARATION DETAIL
SCALE: N.T.S.
5 WALL MOUNTED LIGHT FIXTURE
SCALE: N.T.S.
BOLLARD LIGHT FIXTURE
SCALE: N.T.S.
7 SECURITY LIGHT FIXTURE
SCALE: N.T.S.
NOTE: TILT ON LIGHT FIXTURE 0
SIGN LIGHT FIXTURE
SCALE: N.T.S.