SITE PLANSHutchins Engineering PLLC
TOWN OF QUEENSBURY
ZONING REQUIREMENTS
RR-3A - RURAL RESIDENTIAL 3-ACRE
MINIMUM LOT SIZE: 3-ACRES
BUILDING SETBACKS
SHORELINE SETBACK:75'
FRONT SETBACK: 100'
SIDE SETBACKS: 75'
REAR SETBACK:100'
MAX BUILDING HEIGHT:35'
LOT WIDTH:400'
ROAD FRONTAGE:400'
PERCENT PERMEABLE:75%
ADIRONDACK PARK
AGENCY LAND USE
LOW INTENSITY USE
3.2-AC PER LOT DENSITY
SHORELINE SETBACK: 75'
0+001+002+003+00
4+00
5+00
6+00
7+008+009+0010+0011+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+00Call Before You Dig
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Hutchins Engineering PLLC
FLAGGED BY APAAUG. 2020FLAGGED BY
HUTCHINS
ENGINEERING
A2
A3
A4
A5
A6
A7
A8A9
A13
A14
A15
A17
A18
LOT 6
3.8-AC
LOT 7
4.1-AC
LOT 8
9.2-AC
PROPOSEDHOUSEPROP.
GARA
GE
75' SIDE SETBACK75' SIDE SETBACK
75' SIDE SETBACK75' SIDE SETBACK
75' SIDE SETBACK75' SIDE SETBACK
75' SIDE SETBACK75' SIDE SETBACK
75' SIDE SETBACK75' SIDE SETBACK
75' SIDE SETBACK75' SIDE SETBACK 100' REAR SETBACK100' REAR SETBACK100' REAR SETBACK100' REAR SETBACK100' REAR SETBACK100' REAR SETBACK100' FRONT SETBACK100' FRONT SETBACK100' FRONT SETBACK100' FRONT SETBACK100' FRONT SETBACK100' FRONT SETBACKPROPOSEDHOUSEPROP.GARAGEPROPOSEDHOUSEPROP.GARAGEW
PROP.
WELL
100' WELL
SETBACK
W
PROP.
WELL
1
0
0
'
W
E
L
L
S
E
T
B
A
C
K
W
PROP.
WELL100' WELL
SETBACKLOT 7
4.1-AC
LOT 8
9.2-ACCONVENTIONAL100% RESERVECONV
E
N
TI
O
N
A
L
100%
R
E
S
E
R
V
E 100% RESERVECONVENTIONALA
E
F
B
C
D
ABC
D
EF
A
B
C
D
E
F 0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+00OVERALL SUBDIVISION PLAN
291682B-01-S3
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OVERALL SUBDIVISION PLAN - LOTS 6-8
prepared for:
Jeffrey & Joanne Mann
TAX MAP # 265.-1- 23.2
Bay Road & Pickle Hill Road
Town of Queensbury, Warren County, NY
Hutchins Engineering PLLC
MAP REFERENCE
GRAPHIC SCALE
PRELIMI
N
A
R
Y
,
FOR REV
I
E
W
O
N
L
Y
,
NOT FOR
C
O
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NEIGHBORHOOD MAP SITE LOCATION
O9NERS - APPLICANTS
,EFFREY ,OANNE /ANN
P.O. BO: 4071
3UEENSBURY NY 12804
518 361-2013
<ONING RE3UIRE/ENTS
TO9N OF 3UEENSBURY
RR-3A - RURAL RESIDENTIAL 3-ACRE
/INI/U/ LOT SI<E -3-ACRES
FRONT SETBACK -100'
SIDE SETBACKS -75'
REAR SETBACK -100'
SHORELINE SETBACK - 75'
BUILDING HEIGHT -35'
LOT 9IDTH -400'
ROAD FRONTAGE -400'
PERCENT PER/EABLE -75
THIS SET OF DRAWINGS IS ISSUED FOR THE CONSTRUCTION OF THE MAIN SHARED ROAD AND
ASSOCIATED GRADING & DRAINAGE & STORMWATER MANAGEMENT SYSTEMS. DETAILED
ARCHITECTURAL LAYOUTS OF THE INDIVIDUAL RESIDENCES HAVE NOT BEEN COMPLETED. GRADING &
STORMWATER MANAGEMENT SYSTEMS FOR THE RESPECTIVE LOTS ARE CONCEPTUAL IN DESIGN AND
ARE TYPICAL FOR THE FOOTPRINTS SHOWN. IT IS RESPONSIBILITY OF THE INDIVIDUAL
HOMEOWNER/BUILDER TO OBTAIN THE NECESSARY APPROVALS AND PERMITS FOR THEIR RESPECTIVE
DESIGNS.
WASTEWATER SYSTEM MATERIAL
SPECIFICATIONS
HOUSE SEWER
EFFLUENT SEWER
ABSORPTION TRENCH PERFORATED PIPE
WASHED STONE
FILTER FABRIC
BACKFILL MATERIAL
TOPSOIL
WASTEWATER SYSTEM
COMPONENT SCHEDULE
SITE PLAN
SYMBOL COMPONENT SIZING & MATERIAL
A HOUSE SEWER PIPE 4" SDR-35 OR SCH-40 PVC
B SEPTIC TANK
1250 GAL PRECAST CONCRETE
- ALTERNATIVE SIZING PER
WASTEWATER SYSTEM SIZING
SCHEDULE
C EFFLUENT SEWER PIPE 4" SDR-35 OR SCH-40 PVC
D DISTRIBUTION BOX (6) HOLE PRECAST CONCRETE
E ABSORPTION FIELD
(4) PIPE-IN-STONE TRENCHES @ 60'
EACH - ALTERNATIVE SIZING PER
WASTEWATER SYSTEM SIZING
SCHEDULE
F
100% FUTURE
REPLACEMENT
ABSORPTION FIELD
SAME AS ABSORPTION FIELD
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE HOUSE DRAINAGE DITCH WATERBODIES
SEPTIC TANK 10'10'10'50'
ABSORPTION FIELD
(TOE OF FILL)10'20'20'100'
O9NERS - APPLICANTS
,EFFREY ,OANNE /ANN
P.O. BO: 4071
3UEENSBURY NY 12804
518 361-2013
<ONING RE3UIRE/ENTS
TO9N OF 3UEENSBURY
RR-3A - RURAL RESIDENTIAL 3-ACRE
/INI/U/ LOT SI<E -3-ACRES
FRONT SETBACK -100'
SIDE SETBACKS -75'
REAR SETBACK -100'
SHORELINE SETBACK - 75'
BUILDING HEIGHT -35'
LOT 9IDTH -400'
ROAD FRONTAGE -400'
PERCENT PER/EABLE -75
TP-18
TP-15
TP-17
TP-16
TP-8
LOT 6
PARCEL 23.2
LOT 7
WASTEWATER ABSORPTION TRENCH
INSTALLATION SCHEDULE
PARCEL BOUNDARY
CONDITION
MAXIMUM TRENCH
INSTALLATION DEPTH
LOT 6 48''24''
LOT 7 > 48''24''
LOT 8 > 48''24''
LOT 8 TEST PIT
TP-8
SITE SOILS DATA - ADIRONDACK PARK AGENCY
ADDITIONAL SITE SOILS DATA
TEST PITS
TP-15
TP-16
TP-17
TP-18
AREA VARIANCE SUMMARY
TOWN OF QUEENSBURY ZONING CODE, CHAPTER 179
SECTION 179-3-040 A. (2) - RURAL RESIDENTIAL DISTRICT
ROAD FRONTAGE
- 400' REQUIRED
- LOT 8: 57.86' PROPOSED, 342.14' OF RELIEF REQUESTED
- LOT 7: 0' PROPOSED, 400' OF RELIEF REQUESTED
- LOT 6: 0' PROPOSED, 400' OF RELIEF REQUESTED
TOWN OF QUEENSBURY STORMWATER MANAGEMENT CODE, CHAPTER 147
SECTION 147-9 - PERFORMANCE AND DESIGN CRITERIA...
RELIEF FROM NYSDEC STORMWATER MANAGEMENT DESIGN MANUAL
- HORIZONTAL SEPARATION FOR INFILTRATION DEVICES FROM
WATERBODIES, STREAMS, WETLANDS, WELLS
- 100-FT REQUIRED, 35-FT PROPOSED, 65-FT OF RELIEF REQUESTED
- VERTICAL SEPARATION FOR INFILTRATION DEVICES FROM
SEASONAL HIGH GROUNDWATER
- 3-FT REQUIRED, 2-FT PROPOSED, 1-FT OF RELIEF REQUESTED
DENSITY CALCULATION
PARCEL AREA - 17.14-AC
AREAS > 20% SLOPES = 6.57-AC
25' DRIVEWAY EASEMENT AREA FOR ACCESS (1450 LF) = 0.83-AC
AVAILABLE DENSITY = 17.14 - 6.57 - 0.83 = 9.74-AC
9.74-AC / 3 AC/LOT = 3.25-LOTS ALLOWED
PROP. VEGETATED
DETENTION AREA /
STORM BASIN (TYPICAL)
PROP. VEGETATED
DETENTION AREA /
STORM BASIN (TYPICAL)
PROP. VEGETATED
DETENTION AREA /
STORM BASIN (TYPICAL)
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+00Hutchins Engineering PLLC
Call Before You Dig
Wait The Required Time
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New York
13+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+00Hutchins Engineering PLLC
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
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Dig
New York
0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00480
485
490
495
500
505
510
515
520
525
-2.00%
5.00%PVC STA.0+30.00PVC ELEV.480.40PVI STA.0+50.00PVI ELEV.480.00PVT STA.0+70.00PVT ELEV.481.0040.00VC
64.76SD-2.00%5.00%
5.71K-Val
1.75%PVC STA.1+75.00PVC ELEV.486.25PVI STA.2+00.00PVI ELEV.487.50PVT STA.2+25.00PVT ELEV.487.9450.00VC
229.48SD5.00%1.75%
15.38K-Val
1.75%
6.00%PVC STA.6+75.00PVC ELEV.495.81PVI STA.7+00.00PVI ELEV.496.25PVT STA.7+25.00PVT ELEV.497.7550.00VC
122.50SD1.75%6.00%
11.76K-Val
2.00%PVC STA.7+75.00PVC ELEV.500.75PVI STA.8+00.00PVI ELEV.502.25PVT STA.8+25.00PVT ELEV.502.7550.00VC
191.14SD6.00%2.00%
12.50K-Val
2.00%
2.00%
3.50%PVC STA.12+75.00PVC ELEV.511.75PVI STA.13+00.00PVI ELEV.512.25PVT STA.13+25.00PVT ELEV.513.1350.00VC
1000.00SD2.00%3.50%
33.33K-Val
475
15+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+50515
520
525
530
535
540
545
550
555
560
565
570
575
3.50%
3.50%
5.00%PVC STA.17+75.00PVC ELEV.528.88PVI STA.18+00.00PVI ELEV.529.75PVT STA.18+25.00PVT ELEV.531.0050.00VC
1000.00SD3.50%5.00%
33.33K-Val
9.50%PVC STA.18+75.00PVC ELEV.533.50PVI STA.19+00.00PVI ELEV.534.75PVT STA.19+25.00PVT ELEV.537.1350.00VC
113.64SD5.00%9.50%
11.11K-Val
9.50%
9.50%0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+00Hutchins Engineering PLLC
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig
New York
Hutchins Engineering PLLC
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig
New York
PERSPECTIVE
SECTION
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2.Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up-slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3.Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5.Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
Drawn on: 3-16-11
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
3B
4
2
5
1
3A
6"
(15cm)
6"
(15cm)
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
3"(7.5cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-772-2040
www.tensarnagreen.com
ASPHALT PAVEMENT DETAIL
Hutchins Engineering PLLC
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New York
STANDARD SPECIFICATIONS FOR MULCHINGSEDIMENT CONTROL FENCE DETAIL
STANDARD SPECIFICATIONS FOR SILT FENCE
CONSTRUCTION SPECIFICATIONS
·
·
·
·
·
EROSION CONTROL BLANKET DETAIL
SLOPE LENGTH/FENCE LENGTH (FT.)
SLOPE STANDARD REINFORCED SUPER
<2%300/1500 N/A N/A
2-10%125/1000 250/2000 300/2500
10-20%100/750 150/1000 200/1000
20-33%60/500 80/750 100/1000
33-50%40/250 70/350 100/500
>50%20/125 30/175 50/250
STANDARD SPECIFICATIONS FOR STABILIZED
CONSTRUCTION ACCESS
CONSTRUCTION SPECIFICATIONS
·
·
·
·
·
·
·
·
·
STABILIZED
CONSTRUCTION
ACCESS DETAIL
INFILTRATION TRENCH DETAIL
EROSION & SEDIMENT CONTROL NOTES
·
·
·
·
·
·
·
·
·
STABILIZATION
SITE CONSTRUCTION SEQUENCING
·
·
·
·
·
·
·
·
·
·
·
·
PLANTING NOTES
MAINTENANCE - EROSION CONTROL
·
·
·
SMP MAINTENANCE NARRATIVE
THE HOMEOWNER WILL PROVIDE THE MAINTENANCE NEEDED IN ORDER TO ENSURE
CONTINUOUS AND EFFECTIVE OPERATION OF THE STORMWATER CONTROL PRACTICES BOTH IN
THE SHORT AND LONG TERMS.
SEDIMENT REMOVAL IN THE CONVEYANCE TRENCHES AND VEGETATED DETENTION AREAS
SHOULD BE PERFORMED ANNUALLY OR SEMI-ANNUALLY. IF REDUCED INFILTRATION IS REALIZED
IN THE SMPs, REPLACEMENT OF THE STONE AND/OR TOPSOIL MAY BE REQUIRED.
MOWING AND TRIMMING OF THE VEGETATED LAWN AREAS SHOULD BE PERFORMED AS NEEDED
THROUGHOUT THE SPRING, SUMMER AND FALL, TYPICALLY WEEKLY. ANY ERODED AREAS SHALL
BE IMMEDIATELY REPAIRED, RETOPSOILED, REVEGETATED AND COVERED WITH EROSION
CONTROL BLANKETS.
DRIVEWAY SECTION
DETENTION BASIN OUTLET DETAIL
VEGETATED DETENTION BASIN DETAIL
MAJOR STORMWATER REQUIREMENTS
LAKE GEORGE PARK COMMISSION STORMWATER
CONTROL VOLUME REQUIREMENT FOR MAJOR PROJECTS
(15,000 SF+ OF TOTAL LAND DISTURBANCE):
- RUNOFF VOLUME REDUCTION FOR 10-YR DESIGN
STORM IN DEVELOPED VS. UNDEVELOPED, WOODED CONDITIONS
- RUNOFF RATE REDUCTION FOR 25-YR DESIGN
STORM IN DEVELOPED VS. UNDEVELOPED, WOODED CONDITIONS
A SITE SPECIFIC SITE PLAN IS TO BE PREPARED AND SUBMITTED TO THE
LAKE GEORGE PARK COMMISSION FOR SITE PERMIT, PRIOR TO BEGINNING
EARTHWORK .
A RIGHT-OF-WAY WORK PERMIT MUST BE OBTAINED FROM NYSDOT FOR THE
ENTRANCE DRIVEWAY .
RIP RAP DITCHLINE DETAIL
CONSTRUCTION DETAIL SHEET
prepared for:
Jeffrey & Joanne Mann
TAX MAP # 265.-1-23.1 & 23.2
Bay Road & Pickle Hill Road
Town of Queensbury, Warren County, NY
291682A-01-D2
291682B-01-D2