HomeMy WebLinkAbout20260527 515 Cresecent Ave Land Disturbance Activity Permit PlansWnB
OeE
OeE
OeE
WnB
WnB
LAKE LONELY
Existing Asphalt Driveway -
35% Maximum Slope
STAIR ACCESS, TYP.
EXISTING PARKING AREA
EXISTING HOUSE, TYP.
BOB GILL
521 CRESCENT AVE.
179.4-2-19
0.36 ACRES
JOHN SELTENREICH
517 CRESCENT AVE.
179.4-2-53
0.56 ACRES
SHAWN AND REBECCA BANERJI
515 CRESCENT AVE.
179.4-2-16
0.3 ACRES
DEKE JOHNSON
511 CRESCENT AVE.
179.4-2-59
0.55 ACRES
LARA BRUNELLE AND
COLIN BUCKHURST
505 CRESCENT AVE.
179.4-2-14
0.27 ACRES
DECK
STAIRS
EXISTING ASPHALT DRIVEWAY
EXISTING GRAVEL
DRIVEWAY
OVERHEAD
TELEPHONE
WIRES, TYP.
100-YEAR FLOODPLAIN
1
24
3
5
6
7
8
EXISTING PARKING AREAS,
TYP.
PURPORTED PARCEL LINE
PROPERTY LINE
LEGEND
EXISTING CONTOUR
PURPORTED PARCEL LINE (517
CRESCENT)
EASEMENT LINE
SOIL PROPERTIES
MAP UNIT DESCRIPTION HSG
OeE Windsor loamy sand, 25 to 35
percent slopes
A
WnB Windsor loamy sand, 3 to 8
percent slopes A
100-YEAR FLOODPLAIN
NRCS MAP UNIT DELINEATION
OeE NRCS MAP UNIT
DrawnRevisionDate
Copyright 2026 - CLA Site Landscape Architecture, Engineering, & Planning
P.C. It Is A Violation Under the New York State Education Law For Any
Unauthorized Alterations to This Document As Per Article 145 And 147.
Crescent Avenue
Properties
City of Saratoga Springs,
Saratoga County, New York
PRELIMINARY
NOT FOR
CONSTRUCTION
SEAL
Checked By:
Date:
Drawn By:
Project No:
PAL
400-24-1098
28 Clinton Street, Suite 1A
Saratoga Springs, New York 12866
Phone: 518.584.8661
www.clasite.com
CLA-1
Existing Conditions Plan -
Shared Driveway
0
10'
20'
40'
GENERAL NOTES
1.SURVEY PROVIDED BY GILBERT VANGUILDER LAND SURVEYOR, PLLC
- 988 NY-46, CLIFTON PARK, NY 12065; (518) 383-0634.
2.HORIZONTAL DATUM - NEW YORK STATE PLANE COORDINATE
SYSTEM CENTRAL ZONE NAD83.
3.VERTICAL DATUM - NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88).
4.TWO FOOT CONTOUR INTERVAL.
5.UTILITIES ARE APPROXIMATE AS SHOWN.
6.PROPERTY LINES ARE APPROXIMATE AS SHOWN.
7.ANY DISCREPANCIES FOUND IN THE EXISTING CONDITIONS IS NOT
THE RESPONSIBILITY OF THE LANDSCAPE ARCHITECT.
06/25/2026
SRZ
5 PHOTO LOCATIONS
PHOTO 1 - 515 Crescent Ave. Stair Access PHOTO 2 - Existing Drive (521 Crescent Ave.)PHOTO 3 - Existing Drive (521 Crescent Ave.)PHOTO 4 - Existing Gravel (517 Crescent Ave.)PHOTO 5 - Existing Drainage PHOTO 6 - 515 Crescent Ave. Stairs (Side View)PHOTO 7 PHOTO 8
1
5
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S
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K
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2
0
'
E
A
S
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M
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N
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100-YEAR FLOODPLAIN
BOB GILL
521 CRESCENT AVE.
179.4-2-19
0.36 ACRES
SHAWN AND REBECCA BANERJI
515 CRESCENT AVE.
179.4-2-16
0.3 ACRES
DEKE JOHNSON
511 CRESCENT AVE.
179.4-2-59
0.55 ACRES
LARA BRUNELLE AND
COLIN BUCKHURST
505 CRESCENT AVE.
179.4-2-14
0.27 ACRES
30' REAR SETBACK
30' FRONT SETBACK, TYP.
2
6
8
.
3
'
260.8'
253.3'
238.3'
231.7'
245.8'
231
.
0
'
230
.
4
'
236.0'
2
7
1
.
5
'
7%
Slop
e
15% Slop
e
15% Slo
p
e
1.3%
S
l
o
p
e
1.0% S
l
o
p
e
4+94
0
+
0
0
0
+
5
0
1+00
1+50
2+00
2+50
3+00
3+504+00
4+50
1+84
0+00
0+50
1+0
0
1+5
0
LAKE L
O
N
E
L
Y
2.0% Slope
230.5'
RETAINING WALLS, TYP. - DETAILS
TO BE DEVELOPED WITH STRUCTURAL ENGINEER.
HEIGHTS VARY - TYPICALLY BETWEEN 3'-10', +/-.
SINGLE CAR
PARKING, TYP.
10'-0"
18
'
-
0
"
1
2
'
-
0
"
1
8
'
-
0
"
EXISTING CURB CUT
ASPHALT SHARED DRIVEWAY, TYP.
- PROFILE TO BE DEVELOPED WITH
STRUCTURAL ENGINEER
PLEASE REFER TO CLA-4 FOR PROPOSED STORMWATER TREATMENT
AND EROSION AND SEDIMENT CONTROL MEASURES
2.0%
Slop
e
JOHN SELTENREICH
517 CRESCENT AVE.
179.4-2-53
0.56 ACRES
PURPORTED PARCEL LINE
06/25/2026
0
10'
20'
40'
DrawnRevisionDate
Copyright 2026 - CLA Site Landscape Architecture, Engineering, & Planning
P.C. It Is A Violation Under the New York State Education Law For Any
Unauthorized Alterations to This Document As Per Article 145 And 147.
Crescent Avenue
Properties
City of Saratoga Springs,
Saratoga County, New York
PRELIMINARY
NOT FOR
CONSTRUCTION
SEAL
Checked By:
Date:
Drawn By:
Project No:
PAL
400-24-1098
28 Clinton Street, Suite 1A
Saratoga Springs, New York 12866
Phone: 518.584.8661
www.clasite.coP
SRZ
CLA-2
Sketch Plan -
Shared Driveway
GENERAL NOTES
1.THIS PLAN DEPICTS PRELIMINARY LOCATION OF A SHARED DRIVEWAY, WITH REQUIRED RETAINING WALLS OF
VARYING HEIGHTS, TO BE USED BY RESIDENTS OF 505, 511, 515, 517, AND 521 CRESCENT AVENUE.
2.ALIGNMENT OF SHARED DRIVEWAY AND LOCATION OF RETAINING WALLS SUBJECT TO STRUCTURAL REVIEW AND
FINAL DESIGN.
3.REFER TO CLA-4 FOR PROPOSED STORMWATER TREATMENT AND EROSION AND SEDIMENT CONTROL MEASURES.
PROPERTY LINE
LEGEND
EXISTING CONTOUR
PURPORTED PARCEL LINE (517
CRESCENT)
EASEMENT LINE
100-YEAR FLOODPLAIN
LIMITS OF DISTURBANCE AND
SELECTIVE TREE REMOVAL
PROPOSED SHARED DRIVEWAY
230.0'PROPOSED SPOT GRADES
RETAINING WALLS
PROPERTY STATISTICS SUMMARY:
EXISTING PARCEL ID: TAX ID 179.4-2-19, 0.36 ACRES (521 CRESCENT AVE.)
TAX ID 179.4-2-53, 0.56 ACRES (517 CRESCENT AVE.)
TAX ID 179.4-2-16, 0.30 ACRES (515 CRESCENT AVE.)
TAX ID 179.4-2-59, 0.55 ACRES (511 CRESCENT AVE.)
TAX ID 179.4-2-14, 0.27 ACRES (505 CRESCENT AVE.)
OWNER/APPLICANT:SANKARDAS (SHAWN) AND REBECCA BANERJI (515 CRESCENT)
LARA BRUNELLE AND COLIN BUCKHURST (505 CRESCENT)
DEKE JOHNSON (511 CRESCENT)
JOHN SELTENREICH (517 CRESCENT)
BABAR (BOB) GILL (521 CRESCENT)
DESCRIPTION OF ACTION:
CONSTRUCTION OF A SHARED, REGRADED DRIVEWAY, WITH RETAINING WALLS AND APPROPRIATE
EROSION AND SEDIMENT CONTROL AND STORMWATER MEASURES, TO SERVE THE ABOVE PROPERTIES.
ZONING NOTES:
DISTRICT: SR (SUBURBAN RESIDENTIAL)
PROPOSED ALLOWABLE USE: DRIVEWAY IMPROVEMENTS/SHARED DRIVE
TOTAL PARCEL AREA: 2.04 ACRES
DISTRICT REGULATIONS:
COMPLIANCE ITEM REQUIRED PROVIDED
MIN. LOT AREA 20,000 SF MIN. 0.27 AC (EXISTING NONCONFORMING)
MIN. LOT WIDTH 100'MIN. 72' +/- (EXISTING NONCONFORMING)
MAX. BUILDING COVERAGE 28%3.6% +/- (521 CRESCENT AVE.)
3.2% +/- (517 CRESCENT AVE.)
5.5% +/- (515 CRESCENT AVE.)
3.3% +/- (511 CRESCENT AVE.)
7.9% +/- (505 CRESCENT AVE.)
FRONT YARD SETBACK 30'30' MIN.
SIDE YARD SETBACK 15'4.7' MIN. +/- (EXISTING NONCONFORMING)
REAR YARD SETBACK 30'10.5' MIN. +/- (EXISTING NONCONFORMING)
TOTAL IMP. COVERAGE 40%33.7% +/- (521 CRESCENT AVE.)
24.7% +/- (517 CRESCENT AVE.)
29.0% +/- (515 CRESCENT AVE.)
15.9% +/- (511 CRESCENT AVE.)
31.6% +/- (505 CRESCENT AVE.)
TOTAL DISTURBANCE:
0.87 +/- ACRES; POST-CONSTRUCTION STORMWATER MEASURES WILL BE REQUIRED DUE TO PROXIMITY
TO LAKE LONELY. A SWPPP WITH POST-CONSTRUCTION STORMWATER MEASURES WILL BE DEVELOPED FOR
A FUTURE SITE PLAN APPLICATION.
A NOTICE OF INTENT WILL BE FILED WITH THE NYSDEC PRIOR TO CONSTRUCTION COMMENCING.
El
e
v
a
t
i
o
n
Station
Shared Driveway Profile
180
200
220
240
260
280
300
320
180
200
220
240
260
280
300
320
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
PROPOSED DRIVE CENTERLINE, TYP.
EXISTING GRADE, TYP.
-7.00%
-15.00%
-1.10%2.00%
El
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v
a
t
i
o
n
Station
Secondary Driveway (to 517 and 521 Crescent) Profile
180
200
220
240
260
280
180
200
220
240
260
280
-1+00 0+00 1+00 2+00 3+00
-1+00 0+00 1+00 2+00 3+00
-15.00%
-1.33%2.00%
PROPOSED DRIVE CENTERLINE, TYP.
EXISTING GRADE, TYP.
DrawnRevisionDate
Copyright 2026 - CLA Site Landscape Architecture, Engineering, & Planning
P.C. It Is A Violation Under the New York State Education Law For Any
Unauthorized Alterations to This Document As Per Article 145 And 147.
Crescent Avenue
Properties
City of Saratoga Springs,
Saratoga County, New York
PRELIMINARY
NOT FOR
CONSTRUCTION
SEAL
Checked By:
Date:
Drawn By:
Project No:
PAL
400-24-1098
28 Clinton Street, Suite 1A
Saratoga Springs, New York 12866
Phone: 518.584.8661
www.clasite.coP
06/25/2026
CLA-2A
SRZ
Sketch Plan Profiles -
Shared Driveway
LAKE L
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L
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1
5
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B
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K
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P
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2
0
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S
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M
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100-YEAR FLOODPLAIN
30' REAR SETBACK
30' FRONT SETBACK, TYP.
DEMOLITION OF EXISTING GRAVEL
DRIVEWAY AND SUBBASE, TYP.
SILT FENCE, TYP.
1
CLA-5
REMOVAL OF EXISTING
STAIRCASES, TYP.
BOB GILL
521 CRESCENT AVE.
179.4-2-19
0.36 ACRES
SHAWN AND REBECCA BANERJI
515 CRESCENT AVE.
179.4-2-16
0.3 ACRES
DEKE JOHNSON
511 CRESCENT AVE.
179.4-2-59
0.55 ACRES
LARA BRUNELLE AND
COLIN BUCKHURST
505 CRESCENT AVE.
179.4-2-14
0.27 ACRES
LIMITS OF DISTURBANCE AND
SELECTIVE TREE REMOVAL
- 0.87 ACRES +/-, TYP. SEE NOTES.
REMOVE SURVEYED TREES AS SHOWN; STUMPS
TO REMAIN, TYP. TREE REMOVAL TO ALSO SELECTIVELY
INCLUDE SMALLER, UNSURVEYED/UNFLAGGED TREES
AS NECESSARY AND FLAGGED TREES. SEE NOTES.
DEMOLITION OF EXISTING ASPHALT
DRIVEWAY AND SUBBASE, TYP.
STABILIZED
CONSTRUCTION
ENTRANCE
1
CLA-6
DEMOLITION OF EXISTING
WOOD GUARD RAIL
DEMOLITION OF EXISTING
WOOD GUARD RAIL
JOHN SELTENREICH
517 CRESCENT AVE.
179.4-2-53
0.56 ACRES
PURPORTED PARCEL LINE
06/25/2026
SRZ
DrawnRevisionDate
Copyright 2026 - CLA Site Landscape Architecture, Engineering, & Planning
P.C. It Is A Violation Under the New York State Education Law For Any
Unauthorized Alterations to This Document As Per Article 145 And 147.
Crescent Avenue
Properties
City of Saratoga Springs,
Saratoga County, New York
PRELIMINARY
NOT FOR
CONSTRUCTION
SEAL
Checked By:
Date:
Drawn By:
Project No:
PAL
400-24-1098
28 Clinton Street, Suite 1A
Saratoga Springs, New York 12866
Phone: 518.584.8661
www.clasite.com
0
10'
20'
40'
PROPERTY LINE
LEGEND
EXISTING CONTOUR
PURPORTED PARCEL LINE (517
CRESCENT)
EASEMENT LINE
100-YEAR FLOODPLAIN
LIMITS OF DISTURBANCE AND
SELECTIVE TREE REMOVAL
GENERAL NOTES
1.THIS PLAN DEPICTS APPROXIMATE EXTENTS OF DEMOLITION FOR INSTALLATION OF A SHARED DRIVEWAY (SEE
CLA-2).
2.AREA OF SELECTIVE CLEARING TO INCLUDE APPROXIMATELY 20 MARKED TREES, 4" DBH AND GREATER, AND
REMOVAL OF SMALLER, UNMARKED TREES AS NEEDED. THIS PLAN INDICATES SURVEYED TREES TO BE REMOVED.
3.PROJECT SITE SHALL BE ACCESSED FROM EXISTING ASPHALT DRIVEWAY LOCATED ON 521 CRESCENT AVENUE.
4.CONTRACTOR TO DEMOLISH AND DISPOSE OF SECTIONS OF INTERSECTING STAIRCASES AND GUARDRAILS AS
SHOWN.
5.TREES SHALL BE SAFELY CUT TO AVOID WIRES, STAIRCASES, AND ANY OTHER EXISTING STRUCTURES TO REMAIN.
6.STUMPS SHALL NOT BE GRUBBED. ALL LOGS, BRUSH, DEBRIS, ETC. SHALL BE REMOVED. LOGS AND CHIPS TO BE
HAULED OFF-SITE.
REMOVAL AND DISPOSAL OF
EXISTING ASPHALT DRIVEWAY
AND SUBBASE
SILT FENCE/SOCK
CLA-3
Demolition Plan -
Shared Driveway
REMOVAL AND DISPOSAL OF
EXISTING LINEAR FEATURES
REMOVAL OF EXISTING TREES
(NO GRUBBING)
REMOVAL AND DISPOSAL OF
EXISTING GRAVEL DRIVEWAY
AND SUBBASE
1
5
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2
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100-YEAR FLOODPLAIN
BOB GILL
521 CRESCENT AVE.
179.4-2-19
0.36 ACRES
SHAWN AND REBECCA BANERJI
515 CRESCENT AVE.
179.4-2-16
0.3 ACRES
DEKE JOHNSON
511 CRESCENT AVE.
179.4-2-59
0.55 ACRESLARA BRUNELLE AND
COLIN BUCKHURST
505 CRESCENT AVE.
179.4-2-14
0.27 ACRES
30' REAR SETBACK
30' FRONT SETBACK, TYP.
LAKE L
O
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L
Y
SILT FENCE,
TYP.1
CLA-5
ROCK OUTLET PROTECTION,
TYP.
4
CLA-6
DROP INLETS, TYP.
5
CLA-6
DRAINAGE SWALE, TYP.
STORMWATER PIPING, TYP.
- SIZES TO BE DEVELOPED
2
CLA-6
HP
3
CLA-6
STABILIZED CONSTRUCTION
ENTRANCE
2
6
8
.
3
'
260.8'
253.3'
238.3'
231.7'
245.8'
231
.
0
'
230
.
4
'
236.0'
2
7
1
.
5
'
7%
Slop
e
15% Slop
e
15%
Slope
1.3%
S
l
o
p
e
1.0%
Slope4+94
0
+
0
0
0
+
5
0
1+00
1+50
2+00
2+50
3+00
3+504+00
4+50
1+84
0+00
0+50
1+0
0
1+5
0
230.5'
1
CLA-6
RETAINING
WALL, TYP. - HEIGHTS VARY;
TYPICALLY BETWEEN 3'-10', +/-
HP
HP
UPLAND RUNOFF
DIVERSION BEHIND
RETAINING WALLS,
TYP.
PROPOSED STORMWATER
TREATMENT AREA, TYP.
- SIZES TO BE DEVELOPED
UPLAND RUNOFF
DIVERSION BEHIND
RETAINING WALLS, TYP.
CHECK DAM,
TYP.
3
CLA-5
2.0% Slope
2.0%
Slop
e
JOHN SELTENREICH
517 CRESCENT AVE.
179.4-2-53
0.56 ACRES
PURPORTED PARCEL LINE
PURPORTED PARCEL LINE
DrawnRevisionDate
Copyright 2026 - CLA Site Landscape Architecture, Engineering, & Planning
P.C. It Is A Violation Under the New York State Education Law For Any
Unauthorized Alterations to This Document As Per Article 145 And 147.
Crescent Avenue
Properties
City of Saratoga Springs,
Saratoga County, New York
PRELIMINARY
NOT FOR
CONSTRUCTION
SEAL
Checked By:
Date:
Drawn By:
Project No:
PAL
400-24-1098
28 Clinton Street, Suite 1A
Saratoga Springs, New York 12866
Phone: 518.584.8661
www.clasite.com
06/25/2026
0
10'
20'
40'
SRZ/SEM
CLA-4
ESC and Stormwater Plan
- Shared Driveway
PROPERTY LINE
LEGEND
EXISTING CONTOUR
PURPORTED PARCEL LINE
(517 CRESCENT)
EASEMENT LINE
100-YEAR FLOODPLAIN
LIMITS OF DISTURBANCE AND
SELECTIVE TREE REMOVAL
PROPOSED SHARED DRIVEWAY
APPROXIMATE LOCATIONS
OF CULVERTS
230.0'PROPOSED SPOT GRADES
RETAINING WALLS
SILT FENCE/SOCK
APPROXIMATE LOCATIONS
OF DRAINAGE STRUCTURES
DIRECTION OF DRAINAGE
PROPOSED STORMWATER
INFILTRATION AREA
PROPOSED SWALES TO
INFILTRATION PRACTICES
PROPOSED CHECK DAMS
UPLAND RUNOFF DIVERSION
EROSION AND SEDIMENT CONTROL NOTES
1.IF CONSTRUCTION ACTIVITIES ARE DISCONTINUED, TEMPORARY GRADING SHALL BE SEEDED AND MULCHED, A.O.B.E.
THE AREAS SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS SEED MIX, A.O.B.E., AND SHALL BE MULCHED
WITH STRAW WITHIN 14 DAYS OF THE TIME CONSTRUCTION ACTIVITIES WERE TEMPORARILY DISCONTINUED. MULCH
SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED.
2.WHEN FINAL GRADING IS COMPLETE THE CONTRACTOR SHALL COMPLETE THE WORK OF SEEDING AND PLANTING
WITHIN ONE WEEK OR OTHERWISE STABILIZE THE AREA IF THE SEASON IS NOT APPROPRIATE FOR SEED
ESTABLISHMENT. IN THE EVENT SEED AND PLANTING ESTABLISHMENT CAN NOT BE COMPLETED THE CONTRACTOR
SHALL STABILIZE THE AREA WITHIN ONE WEEK OF COMPLETING THE FINAL GRADING, WITH STRAW MULCH, OR
OTHER APPROVED OR SPECIFIED MEANS UNTIL TURF ESTABLISHMENT CAN BE DONE.
3.PERIODIC CLEANING OF TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES MAY BE NECESSARY.
4.ALL SOIL AND EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO STARTING EARTHWORK
OPERATIONS AND SHALL REMAIN IN PLACE UNTIL SLOPES ARE STABILIZED WITH SEEDING AND/OR OTHER SLOPE
PROTECTION.
5.SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE USED AS NECESSARY AND THEY SHALL REMAIN IN
PLACE UNTIL THE NEW SLOPES HAVE BEEN STABILIZED BY EITHER SEEDING OR SLOPE PROTECTION.
6.SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE USED FOR ALL INLETS. CONTROLS SHALL REMAIN IN
PLACE UNTIL THE SLOPES DRAINING TO THE INLET HAVE BEEN STABILIZED BY EITHER PAVING, SEEDING, OR SLOPE
PROTECTION.
7.RING ANY TEMPORARY STOCKPILES OF ERODIBLE MATERIAL WITH STRAW BALES/SILT FENCE TO CONTAIN ANY
EROSION OF THE PILE. PILES LEFT UNDISTURBED FOR 14 DAYS OR MORE SHALL BE STABILIZED WITH A TEMPORARY
SEEDING OR OTHER COVER.
8.ALL ERODED SOIL SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES.
H
SAME ELEVATION
06/25/26
DrawnRevisionDate
Copyright 2026 - CLA Site Landscape Architecture, Engineering, & Planning
P.C. It Is A Violation Under the New York State Education Law For Any
Unauthorized Alterations to This Document As Per Article 145 And 147.
Crescent Avenue
Properties
City of Saratoga Springs,
Saratoga County, New York
PRELIMINARY
NOT FOR
CONSTRUCTION
SEAL
Checked By:
Date:
Drawn By:
Project No:
PAL
400-24-1098
28 Clinton Street, Suite 1A
Saratoga Springs, New York 12866
Phone: 518.584.8661
www.clasite.coP
SRZ
CLA-5
Details - Shared
DrivewaySILT STOCK/SILT FENCE
SCALE: NOT TO SCALE
1
CLA-5
APPLICATION NOTES:
1.THE PRIMARY PURPOSE OF SILT FENCE IS TO REDUCE RUNOFF VELOCITY AND TRAP
SEDIMENT. VELOCITY IS REDUCED, WATER IS IMPOUNDED BEHIND THE MEASURE,
AND SEDIMENT FALLS OUT OF SUSPENSION.
2.SILT FENCE SHALL BE INSTALLED ON A LINE OF EQUAL ELEVATION (CONTOUR). SILT
FENCE MAY BE INSTALLED AT INTERMEDIATE POINTS UP SLOPES AS WELL AS AT THE
BOTTOM, AS SHOWN IN THE DETAIL.
3.SILT FENCE SHALL NOT BE USED IN OR ACROSS A FLOWING NATURAL CHANNEL, OR
AREAS OF CONCENTRATED FLOW.
GENERAL NOTES:
1.SILT FENCE SHALL BE PLACED A MINIMUM OF 10'-0" FROM TOE OF SLOPE, TO
PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE
OF SEDIMENT CONTAINMENT AREA.
2.POSTS MAY BE 114" X 114" (MIN.) HARDWOOD, 112" X 312" (MIN.) SOFTWOOD, OR 1.3
LB/FT (MIN.) STEEL. SPACING FOR THE PROVIDED SILT FENCE SHALL BE AS SHOWN
ON DETAIL.
3.THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW
GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM
SIDE OF THE FABRIC.
4.MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL
BE CLEANED AND REPAIRED AS REQUIRED.
5.SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE
MEASURED HEIGHT.
6.DRAINAGE AREAS:
MAXIMUM DRAINAGE AREA TRIBUTARY TO 100'-0" OF SILT FENCE SHALL BE 14
ACRE.
7.THE FOLLOWING ARE MAXIMUM SLOPE LENGTHS TO SILT FENCE:
SLOPE LENGTH/FENCE LENGTH (ft.)
SLOPE STEEPNESS STANDARD REINFORCED SUPER
10
3
10
2
10
1
10
0
99
.
5
10
0
.
5
SEDIMENT
CONTAINMENT
AREA
TO
E
O
F
S
L
O
P
E
SLOPE
EXCAVATE TRENCH, BURY SILT
FENCE FABRIC AND
BACKFILL/COMPACT EXCAVATED
EARTH EXISTING
GROUND
RETAIN
EXISTING
VEGETATION,
IF POSSIBLE
TOE OF
SLOPE
FLOW
POST
SILT FENCE
GEOTEXTILE
SILT FENCE
ASSEMBLY
<2% < 50:1 300/1500 N/A N/A
2-10% 50:1 to 10:1 125/1000 250/2000 300/2500
10-20% 10:1 to 5:1 100/750 150/1000 200/1000
20-33% 5:1 to 3:1 60/500 80/750 100/1000
33-50% 3:1 to 2:1 40/250 70/350 100/500
>50% > 2:1 20/125 30/175 50/250
WOVEN WIRE FENCE
MIN. 14 GAUGE
MAX 6" MESH SPACING
(OPTIONAL)
SECTION NTS
PLAN NTS NOTES:
1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS, OR APPROVED EQUAL.
2. FILTER MEDIA FILL TO MEET APPLICATION REQUIREMENTS.
3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
AREA TO BE PROTECTED
FILTREXX SOXX (12" TYPICAL) OR APPROVED EQUAL
2" x 2" x 36" WOODEN STAKES PLACED 10' O.C.
EXISTING GROUND
BLOWN/PLACED
FILTER MEDIA
STORMWATER FLOW
WORK AREA
SILT FENCE
SILT SOCK
2" x 2" x 36" WOODEN STAKES PLACED 10' O.C.
AREA TO BE
PROTECTED
WORK AREA
FILTREXX SOXX (12" TYPICAL)
OR APPROVED EQUAL
BLOWN/PLACED
FILTER MEDIA
SECTION NTS
PLAN NTS; EXAMPLE CONTOURS
NOTES
1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.
2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2 HORIZONTAL ON 1 VERTICAL.
3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY
BALES, THEN STABILIZED WITH VEGETATION OR COVERED.
STOCKPILE STABILIZATION
SCALE: NOT TO SCALE
2
CLA-5
SLOPE OR LESS
2
1
STABILIZE ENTIRE PILE
WITH VEGETATION OR
COVER
SILT FENCE (SEE 1/C-700
SLOPE
CUTOFF TRENCH DESIGN BOTTOM
DITCH BOTTOM
GROUND LINE
FILTER
FABRIC
FILTER
FABRIC
CUTOFF TRENCH -
18" WIDE; 6" DEEP
9"
M
I
N
.
B
B
SPACING VARIES DEPENDING
ON CHANNEL SLOPE (X = H/SLOPE)
A
A
CR
E
S
T
2
4
"
M
A
X
.
@
C
E
N
T
E
R
2
1
2
1
1
1
1
1
SECTION B - B (NOT TO SCALE)
SECTION A - A (NOT TO SCALE)
PROFILE - NOT TO SCALE
X
TOE
24
"
M
A
X
@
C
E
N
T
E
R
NOTES
1.SILT SOCK CAN BE USED AS ALTERNATIVE TO STONE.
2.STONE AND/OR SILT SOCK WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE
PLAN.
3.SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION
OF THE TOE OF THE UPSTREAM DAM.
4.EXTEND THE STONE AND/OR SILT SOCK A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM.
5.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS
APPROPRIATE.
6.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR
BLOCKAGE FROM DISPLACED STONE.
7.MAXIMUM DRAINAGE AREA IS 2 ACRES.
STONE AND/OR SILT SOCK CHECK DAM
SCALE: NOT TO SCALE
3
CLA-5
6"
18"
1.5' MIN.
06/25/2026
DrawnRevisionDate
Copyright 2026 - CLA Site Landscape Architecture, Engineering, & Planning
P.C. It Is A Violation Under the New York State Education Law For Any
Unauthorized Alterations to This Document As Per Article 145 And 147.
Crescent Avenue
Properties
City of Saratoga Springs,
Saratoga County, New York
PRELIMINARY
NOT FOR
CONSTRUCTION
SEAL
Checked By:
Date:
Drawn By:
Project No:
PAL
400-24-1098
28 Clinton Street, Suite 1A
Saratoga Springs, New York 12866
Phone: 518.584.8661
www.clasite.coP
SRZ
CLA-6
Details - Shared
Driveway
APPLICATION NOTES:
A.THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE OR ELIMINATE THE TRACKING
OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY OR STREETS.
NOTES:
1.MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS.
2.A 30' WASH AREA SHALL BE PROVIDED, ADDITIONAL GRADING MAY BE REQUIRED TO PROVIDE WASHING
AREAS.
3.PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH FLOWS (12"
MIN.). ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS CONSTRUCTION ENTRANCES
MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL BY THE ENGINEER.
4.THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND FOR PLACEMENT OF 6"
OF #3 CRUSHED STONE OR GRAVEL ENTRANCE MATERIAL UP TO THE EDGE OF PAVEMENT.
5.DRAINAGE PIPES OVER 20" DIA. THAT ARE NOT BEHIND ROADSIDE BARRIER SHALL INCLUDE SAFETY END
SECTIONS OR GRATING TO ENSURE TRAVERSABILITY.
6.LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL DRIVEWAY ON
STANDARD SHEET TITLED "DRIVEWAY ENTRANCE LAYOUT".
7.DETERMINE DRIVEWAY WIDTH "W" FROM THE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION OF TABLE 1
ON STANDARD SHEET TITLED "DRIVEWAY DESIGN GUIDELINES".
8.PERIODIC MAINTENANCE MAY BE REQUIRED AND COST OF THIS MAINTENANCE WILL BE INCLUDED IN THE
UNIT PRICE BID.
1
X
WIDTH "W"
(SEE NOTE 7)
GEOTEXTILE STABILIZATION
STRENGTH CLASS 1
#3 CRUSHED STONE OR GRAVEL
1:2 SLOPE (TYP.)
(HEIGHT 6")
FILL MEETING THE REQUIREMENTS
OF EMBANKMENT MATERIAL
SEE TABLE 1
SEE NOTE 5
BOTTOM
OF DITCH
DIRECTION OF
SURFACE RUNOFF
FLOW
GRADE TO DRAI
N
I
N
DIRECTION OF
SURFACE FLOW
6"
TABLE 1
X HIGHWAY SPEED CONDITION
2 ALL SPEEDS - PROTECTED BY
BARRIER
3 < 50 MPH
6 ≥ 50 MPH
LA
Y
O
U
T
L
I
N
E
1
1.5
1.5
1
HI
G
H
W
A
Y
E
D
G
E
O
F
P
A
V
E
M
E
N
T
OU
T
S
I
D
E
E
D
G
E
O
F
T
R
A
V
E
L
L
A
N
E
IN
S
I
D
E
E
D
G
E
O
F
O
U
T
E
R
M
O
S
T
(C
E
N
T
E
R
L
I
N
E
O
F
T
W
O
W
A
Y
TYPICAL CONSTRUCTION ENTRANCE SECTION
TYPICAL CONSTRUCTION ENTRANCE PLAN
(CUT/DITCH AND FILL SECTIONS)
DRAINAGE PIPE
(SEE NOTE 3)
WIDTH "W"
(SEE NOTE 7)
50' MIN. LENGTH "L"
MEASURED ALONG ℄ OF
CONSTRUCTION ENTRANCE
24" TRANSITION (TYP.)
50' MIN. LENGTH MEASURED ALONG ℄ OF
CONSTRUCTION ENTRANCE
(SEE NOTES 1 AND 2)
AREA FOR WASHING OPERATIONS
AT TOP OF SLOPE
(SEE NOTE 2)
HIGHWAY EDGE
OF PAVEMENT
OUTSIDE EDGE
OF TRAVEL LANE
SKEW
ANGLE Ɵ
℄
24" TRANSITION (TYP.)
50' MIN. LENGTH MEASURED ALONG ℄ OF
CONSTRUCTION ENTRANCE
(SEE NOTES 1 AND 2)
WASHING AREA, 30' MIN.
(SEE NOTE 2)
12" MIN.
COVER OVER
PIPE
6" CRUSHED
STONE OR
GRAVEL MIN.
GEOTEXTILE
STABILIZATION,
STRENGTH CLASS 1
ORIGINAL GRADE
FILL MATERIAL MEETING
THE REQUIREMENTS OF
EMBANKMENT MATERIAL
DRAINAGE PIPE, 12" MIN., IF
NECESSARY (SEE NOTE 3)
OUTSIDE EDGE
OF TRAVEL LANE
HIGHWAY EDGE
OF PAVEMENT
TYPICAL CONSTRUCTION ENTRANCE PROFILE
(FILL SECTIONS)
TYPICAL CONSTRUCTION ENTRANCE PROFILE
(CUT AND DITCH SECTIONS)
STABILIZED CONSTRUCTION ENTRANCE
SCALE: NOT TO SCALE
1
CLA-6
TABLE 1-RECOMMENDED DRIVEWAY WIDTH "W"
DRIVEWAY CLASSIFICATION
PERMISSIBLE RANGE OF WIDTHS (FT.)
WITHIN 30 FT. OF TRAVELED WAY
FOR ROADS POSTED 40 MPH OR LESS
PERMISSIBLE RANGE OF WIDTHS (FT.)
WITHIN 30 FT. OF TRAVELLED WAY
FOR ROADS POSTED 45 MPH OR
MORE
RESIDENTIAL LESS THAN 50 FT. IN
LENGTH MEASURED ALONG THE
CENTERLINE
9 TO 12 10 TO 24
RESIDENTIAL GREATER THAN 50 FT
MEASURED ALONG THE CENTERLINE 9 TO 12 10 TO 14
MINOR COMMERCIAL SHARED
TWO-WAY DRIVEWAY 22 TO 30 28 TO 35
MINOR COMMERCIAL DIVIDED OR
ONE-WAY DRIVEWAY 12 TO 24 12 TO 24
MINOR COMMERCIAL MULTI-LANE
DRIVEWAY 12 TO 15 EACH LANE 14 TO 16 EACH LANE
TR
A
V
E
L
L
A
N
E
TW
O
L
A
N
E
R
O
A
D
FLARED END SECTION / ROCK OUTLET PROTECTION
SCALE: NOT TO SCALE
4
CLA-6
3X
P
I
P
E
∅
12" MIN.
RIP RAP SIZING
STRUCTURE PIPE SIZE PIPE
LENGTH INVERT OUT PIPE
SLOPE
RIP RAP
SIZE (d50)
BLANKET
THICKNESS
APRON
LENGTH
CULVERT 1
NOTES:
1.RIP RAP SIZES TO BE BASED ON THE
"NEW YORK STATE STANDARDS AND
SPECIFICATIONS FOR EROSION AND
SEDIMENT CONTROL."
2.RIP RAP SHALL BE COMPOSED OF A
WELL-GRADED MIXTURE OF STONE.
THE MINIMUM DIAMETER OF STONE
SHALL BE NO LESS THAN HALF (12) D50
AND NO GREATER THAN ONE AND A
HALF (112) D50.
3.LENGTH OF SLOPE PROTECTION TO BE
INDICATED ON PLANS.
3' MIN.
BLANKET THICKNESS,
SEE TABLE BELOW
12" MIN.
PROPOSED FLARED END
SECTION
FINISHED GRADE, SEE
GRADING PLAN
FILTER FABRIC, MIRAFI
140N OR APPROVED
EQUAL
AP
R
O
N
L
E
N
G
T
H
+
PI
P
E
∅
APRON LENGTH,
SEE TABLE BELOW
PROPOSED
STORM PIPE, SEE
CLA-4 FOR
LOCATIONS
PROPOSED END
SECTION
*
*FOR CULVERTS NOT REQUIRING OUTLET PROTECTION, A MINIMUM 6' APRON WILL BE INSTALLED AS A PRECAUTION.
SURFACE WATER DIVERSION CHANNEL
SCALE: NOT TO SCALE
3
CLA-6
1
1.5
IN TURFIN PVMT
PIPE ZONE BEDDING - FOUNDATION STONE TO CONFORM TO COARSE
AGGREGATE (SEE NOTE 1)
PIPE ZONE BACKFILL - GRADATION SHALL BE: "WELL GRADED SAND WITH
3/4" MAX. PARTICLE SIZE AND NOT MORE THAN 10% PASSING #200 SIEVE
(USE VIBRATORY COMPACTOR WITH 8" LIFTS)
BORROW - WELL GRADED INORGANIC GRANULAR SOILS AND/OR ROCK,
MAX. 1-1/2" SIZE, NOT MORE THAN 20% BY WEIGHT PASSING #200 OR
NATIVE MATERIAL, A.O.B.E. SIEVE. (USE VIBRATORY COMPACTOR WITH 12"
LIFTS)
STORMWATER PIPING TRENCH DETAIL - ROUND AND ARCH
SCALE: NOT TO SCALE
2
CLA-6
TRENCH WALLS LAID BACK PER OSHA REQUIREMENTS OR
SHEETING A.O.B.E.
UNDISTURBED SUBGRADE OR EXTRA
FOUNDATION STONE A.O.B.E.
6" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
NOTES:
1.FOUNDATION STONE - SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING 1/2" SIEVE,
0-15% PASSING 1/4" SIEVE, OR SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING
1" SIEVE. 0-15% PASSING 1/2" SIEVE.
2.GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON FIELD CONDITIONS.
VARIES
VARIESINVERT
SPRINGLINE
INVERT
℄
O.D. + 3'
SWALE CROSS SECTION
C
COMPACTED OR UNDISTURBED
SUBGRADE
NOTE:
SIDE SLOPES OF SWALE TO BE 3:1
A
B
GRASS CHANNEL
GRASS CHANNEL DIMENSIONAL CHART
SWALE OVERALL
WIDTH (A)
BOTTOM
WIDTH (B)DEPTH (C)SIDE
SLOPES
R1 7'-0"1'-0"1.00'2:1
SEE SEED
SPECIFICATIONS
SEEDING NOTES:
1.VEGETATED SWALES TO BE SEEDED WITH THE FOLLOWING MIX:
COMMON RATE PER ACRE RATE PER 1,000 SF
NAME (POUNDS)(POUNDS)
KENTUCKY BLUEGRASS 25 0.60
RED FESCUE 20 0.50
PERENNIAL RYEGRASS 10 0.20
DROP INLET / DRAINAGE STRUCTURE
SCALE: NOT TO SCALE
5
CLA-6
NOTES:
1.STRUCTURE BEDDING SHALL BE COMPACTED NYSDOT #4
CRUSHED STONE MIXTURE CONFORMING TO SECTION
703-02 OF THE NYS STANDARD SPECIFICATIONS.
2.IF UNSTABLE SOILS ARE ENCOUNTERED, AS DETERMINED
BY THE ENGINEER, STONE BEDDING FOR THE STRUCTURE
SHALL BE REQUIRED.
3.PROVIDE SAFE OPERATION SHEETING, IF NEEDED, IN
ACCORDANCE WITH NYSDOT SECTION 552
4.STRUCTURE DIAMETER AND DEPTH VARIES. TO BE
DEVELOPED AND SHOWN ON GRADING PLAN.
5.PLACE MIRAFI 140N FILTER FABRIC BETWEEN STRUCTURE
TOP AND GRATE UNTIL CONTRIBUTING DRAINAGE AREA IS
STABILIZED.
HDPE SMOOTH INTERIOR
CORRUGATE
POLYETHYLENE
PIPE OR FRENCH DRAIN.
TO BE SHOWN ON
GRADING PLAN.
SUITABLE COMPACTED
BACKFILL
COMPACTED SUBGRADE
6" COMPACTED SUBBASE
NYSDOT TYPE #4
6"
M
I
N
.
NYLOPLAST DRAIN BASIN
WITH BOTTOM, OR APPROVED
EQUAL
6.
5
"
1.
5
"
VA
R
I
E
S
IN CONCRETEIN PLANTING AREA
VARIES
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE ID RIM ELEV.INVERT IN INVERT OUT SUMP DEPTH SIZING
D1 436.39 4"
434.02
4"
434.02 1'-0"8" BODY AND GRATE
NYLOPLAST DUCTILE IRON PEDESTRIAN
FRAME AND GRATE FOR DROP INLETS.
COLOR, BLACK.
CULVERT 2
CULVERT 3
SH
E
E
T
I
N
G
LI
N
E
TO BE DEVELOPED
TO BE DEVELOPED
TO BE DEVELOPED