42-031 Woodland Drive LC 111- SITE PLAN_2021-06-24306
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11'18'4'
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WWW24'WD
Shed
Woodland Drive
Public Right Of Way - 60' Wide
Westhampton Road ~ Route 66Public Right Of Way - Variable WidthChecked By:
Drawn By:
Revisions
Scale:
Date:Sheet Number
This drawing is not intended nor shall it be used for
construction purposes unless the signed professional seal of a
registered landscape architect, civil engineer or land surveyor
employed by The Berkshire Design Group, Inc. is affixed above.
Do not scale drawing for quantity take-offs or construction. Use
written dimensions only. If dimensions are incomplete, contact
The Berkshire Design Group Inc. for clarification.
Copyright The Berkshire Design Group, Inc.
This drawing and all of its contents are the express property of
The Berkshire Design Group, Inc., and shall not be copied or
used in any way without the written consent of The Berkshire
Design Group, Inc.
c
F:\NORTHAMPTON - WOODLAND DRIVE\02-DESIGN PROCESS\01-DRAWINGS\LC 111- SITE LAYOUT PLAN.DWG PLOT DATE: 6/24/2021Woodland Dr.
Northampton, MA
Web: http://www.berkshiredesign.com
Email: bdg@berkshiredesign.com
(413) 582-7000
4 Allen Place, Northampton, Massachusetts 01060
FAX (413) 582-7005
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group
Design
Land Surveying
June 24, 2021
WDS
JDS
SITE PLAN
LC 111
ZONING TABLE:
WATER SUPPLY PROTECTION DISTRICT
LOT SIZE
FRONTAGE
DEPTH
FRONT SETBACK
SIDE SETBACK
REAR SETBACK
MAX BUILDING HEIGHT
BUILDING SF
% OPEN SPACE
# PARKING SPACES
MIN: 80,000 SF
MIN: 175 LF
MIN:200 LF
MIN: 20 LF
MIN: 15 LF
MIN: 20 LF
MAX: 35 FT
--
MIN: 85%
2 SPACES/UNIT
1"=30'-0"
0 603015 90
SCALE 1" = 30'-0" IF PRINTED ON 24" x 36" PAPER.
EXISTING LAMP POST TO REMAIN
LIMIT OF WORK AREA
10,500 S.F.
SEPTIC TANK
APPROXIMATE LOCATION
SEPTIC LEACH FIELD
APPROXIMATE LOCATION
CONCRETE WALKWAY
CONCRETE ENTRANCE PAD ASPHALT DRIVEWAY
CONCRETE WALKWAY
CONCRETE ENTRANCE PAD
LIMIT OF WORK AREA
14,575 S.F.
SEPTIC TANK
APPROXIMATE LOCATION
SEPTIC LEACH FIELD
APPROXIMATE LOCATION
20' REAR SETBACK15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK15' SIDE SETBACK20' FRONT SETBACK
20' REAR SETBACK
PROPERTY LINE
APPROXIMATE LOCATION
NEW 3
4" WATER SERVICE TAP
COORDINATE WITH DPW
FFE: 307.0'
FFE: 307.0'
EROSION CONTROL NOTES
1. Erosion control measures shall be incorporated in
the sequence of construction to prevent sediment-laden
runoff from leaving the site, and shall, where applicable,
consist of at least the following procedures:
a.A siltation fence along downslope site boundaries
prior to commencing any other work. Fence material shall
be Mirafi 140N, Trevira 1127, or approved equal.
b. Temporary barrier of haybales around catch basins
and drain inlets to prevent sediment-laden runoff from
entering drainage system.
c.New or regraded slopes of 3:1 or greater shall receive
spread straw and/or seed and fertilizer as per plans. New
or regraded slopes of 2:1 or greater shall be blanketed with
Curlex erosion control matting, or approved equal; provide
temporary slope erosion control where required.
d.Fill and grading shall be treated with slope
stabilization seeding or ground cover and straw mulch upon
completion.
2. All haybale and silt fence erosion and sedimentation
checks shall be placed prior to beginning work as per the
plan and as per the appropriate detail specification.
3.Wherever haybale or silt fence filters are used, they
shall be maintained in good working condition until ground
cover is reestablished. Silt fence shall be periodically
cleaned as necessary to assure proper and effective
functioning. Haybales shall also be replaced as necessary,
to provide adequate function.
4. Natural vegetation shall be retained wherever
feasible up to the scheduled start of construction activity in
the area. Where possible, clearing shall immediately
precede construction activity.
5.No erosion of any bank edge shall be allowed under
any circumstances.
6. Soil stockpiles shall be shaped and seeded with
temporary cover as per seeding specifications or mulched if
grading is to be delayed over winter. The downhill
toe-of-slope of all stockpiled soils shall be protected by
staked haybales or silt fence.
7.If any questions arise regarding erosion and
sedimentation control measures, the Project Landscape
Architect shall be consulted immediately.
1. Existing conditions and topography taken from a partial
field survey by Berkshire Design Group, Northampton, MA.
2.Project benchmarks are indicated on the plan sheets.
3. The Contractor shall be responsible for a thorough site
examination to determine the extent of demolition necessary to
prepare the site for construction and shall verify all items to be
demolished or salvaged with the Landscape Architect prior to
beginning work.
4. Care shall be taken not to damage any items designated
to remain; repair or replacement of damaged items designated
to remain shall be at the Contractors' expense.
5. Disposal of property designated to be removed shall be
at the direction of the Landscape Architect or Owner, and shall
conform to all applicable laws and regulations. All salvagable
material shall be delivered by the Contractor to storage areas
designated by the Landscape Architect. Contractor shall remove
all existing unsuitable materials from the site.
6. The Contractor shall protect existing trees to remain
with 2"x 4"x 6'-0" stakes and snow fencing. Prior to removing
trees, Contractor to notify Landscape Architect within 14 days
for review of all trees to remain and be removed.
7. All topsoil shall be stripped from grass areas to be
removed and stockpiled in an area designated by the Owner.
8. The Contractor shall use temporary fencing to control
the site during construction. Prior to the finalization of the
project, the Contractor shall remove all temporary fencing and
barricades.
9. The locations of existing underground utilities are
shown in an approximate way only based on available data and
all utilities may not be shown. Prior to construction, the
contractor shall contact Dig Safe at 1-800-322-4844 to request
utilities to be marked on the ground. The contractor shall be
responsible for determining the exact location of all existing
utilities before commencing work. The contractor agrees to be
fully responsible for any and all damages which might be
occasioned by his/her failure to exactly locate and preserve any
and all utilities.
10. All boundary monuments shall be protected and/or
preserved during demolition and construction. Should any
boundary monument be destroyed and/or altered as a result of
demolition and construction, it shall be the responsibility of the
party incurring the damage to obtain the services of a
professional land surveyor to replace and reset said monument.
11. Refer to structural and geotech drawings for excavation
and fill requirements under foundations.
12.The plan shows aggressive measures to preserve
significant trees. If any of the trees do not survive the
construction process or need to be removed for net zero solar,
then per §350-6.12(B)(3) no tree replacement is proposed as no
location is feasible that does not block rooftop solar photovoltaic
cells.
EXISTING CONDITIONS/ DEMOLITION NOTES
WATER VALVE (TYP.)
LOCUS MAP
WHEN AT LEAST 50% OF
UNITS ARE AFFORDABLE
UNDER SECTION 350-6.12
Not applicable per lot
(Average of 32,000 SF for the project)
70 FT
80 FT
20 FT
15 FT
20 FT
35 FT
--
32,005 SF
230.93'
135.29'
47'
73'
55'
26.3'
--
94%
45,386 SF
319.53'
138.24'
34'
79'
46'
26.3'
--
95%
LOT 1 LOT 2
PROPOSED
PER WSP ZONING
PROPOSED EASEMENTEXISTING ASPHALT SIDEWALK
TO REMAIN
ASPHALT DRIVEWAY
EXISTING LAMP POST TO REMAIN
EXISTING SIGNIFICANT TREE (1)TO BE REMOVED
APPROXIMATE LOCATION
PER §350-6.12(B)(3) NO TREE REPLACEMENT
IS PROPOSED AS NO LOCATION IS FEASIBLE
THAT DOES NOT BLOCK SOLAR PV ARRAY
5' MIN. COVER
TO RESIDENCE
SYSTEM/METER
VALVE BOX
NORTHAMPTON STD.
3/4" CURB STOP
NORTHAMPTON STD.
3/4" TYPE K COPPER
WATER SERVICE
3/4" CORPORATION STOP
EX. WATER MAIN
FINISH GRADE STREET FINISH GRADE STREET
SEE PAVEMENT SECTION
FLOW FILL, PER
EXCAVATABLE
NORTHAMPTON STD.
SAND BEDDING
WATER SERVICE
TRENCH SECTION
3"
3/4" HDPE
NORTHAMPTON STD.
SCALE:
WATER SERVICE CONNECTION01NOT TO SCALE SCALE:
BITUMINOUS DRIVEWAY PAVEMENT02NOT TO SCALE
APPROXIMATE LOCATION
NEW 3
4" WATER SERVICE TAP
COORDINATE WITH DPW
WATER VALVE (TYP.)
EXISTING SIGNIFICANT TREES (3)
TO REMAIN
PROVIDE TREE PROTECTION
DURING CONSTRUCTION
EXISTING SIGNIFICANT TREES (3)
TO REMAIN
PROVIDE TREE PROTECTION
DURING CONSTRUCTION
3/4" WATER SERVICE LINE
3/4" WATER SERVICE LINE
EXISTING SIGNIFICANT TREES (2) TO REMAIN
PROVIDE TREE PROTECTION
DURING CONSTRUCTION
EXISTING SIGNIFICANT TREE (1)
TO REMAIN
PROVIDE TREE PROTECTION
DURING CONSTRUCTION
EXISTING SIGNIFICANT TREE (1) TO REMAIN
PROVIDE TREE PROTECTION
DURING CONSTRUCTION
HOUSE FOORPRINT ENVELOPE
APPROXIMATE LOCATION
20' FRONT SETBACK
PROPERTY LINE
HOUSE FOORPRINT ENVELOPE
APPROXIMATE LOCATION
12"
(IF NOT
CURBED)
1-1/2" MassDOT HMA TOP COURSE
2-1/2" MassDOT HMA BINDER COURSE
12" COMPACTED GRAVEL BASE
(95% MIN DENSITY)
4" PROCESSED GRAVEL OVER
8" TYPE B GRAVEL BORROW
NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH
OF BASE MATERIAL MAY BE INCREASED IN THE FIELD.
UNDISTURBED OR COMPACTED SUBGRADE
SYNTHETIC FILTER FABRIC IN VEHICULAR
AREAS TO BE MIRAFI 500X
ALL PRUNING BY QUALIFIED ARBORIST TO ANSI A300.
INSTALL FENCING AT THE TREE DRIP LINE
PRIOR TO SITE WORK AND REMOVE
ON COMPLETION.
FOR NEW UTILITIES:
TRENCHING BY HIGH-PRESSURE WATER ON ONE
SIDE OF TREE ONLY. ROOTS REMAIN INTACT.
3'-7 3/4"
1'-5 1/2" MIN.2 3/16"
DRIPLINE
FOR NEW UTILITIES:
NO TRENCHING ZONE - BORING & DRILLING ONLY.
NOTE:
VERIFY STATUS OF ALL TREES
WITH LANDSCAPE ARCHITECT PRE-CONSTRUCTION.
LOCATE FENCE TO GROUP TREES
AS DIRECTED BY LANDSCAPE ARCHITECT
TIE ORANGE PLASTIC TAPE FROM LOWEST
OVERHANGING BRANCHES
PROTECT ROOT SYSTEM FROM DAMAGE, COMPACTION,
CONTAMINATION, FILL & EXCAVATION
NOTE: IF PAVEMENT OR FOUNDATION EXIST,
FENCE MAY BE LOCATED INSIDE DRIP LINE AT EDGE OF PAVEMENT.
HEIGHT OF TREE
SECTION
ORGANIC MULCH
WATER TREE INSIDE FENCE
FOR NEW UTILITIES:TRENCHING BY MACHINE AND
HAND-DIGGING AT LEAST 6" WIDE TO CLEANLY TRIM ROOTS.
MAX. TWO SIDES OF THE TREE.
SCALE:
TREE PROTECTION03NOT TO SCALE
PROPOSED
35"
25"
28"
35"
24"
26"
27"
24"
25"
20"
29"28"
21"
LOAM
& SEED
LOAM
& SEEDLOAM
& SEED
CODE
PS
QA
QR
QUANTITY
11
1
1
SIGNIFICANT TREES:
TREES > 20" DBH
350-6.12(B)(3) When significant trees on the property are cut they shall be replaced on-site with new trees to the
extent feasible without blocking solar photovoltaic or hot water systems, but no payment in-lieu is required when
such planting is not feasible. Full mitigation is required for cutting public shade trees.
SPECIES
PINUS STROBUS
QUERCUS ALBA
QUERCUS RUBRA
COMMON NAME
WHITE PINE
WHITE OAK
RED OAK
DBH RANGE
20"-35"
35"
21"
STATUS
ALL PRESERVED
PRESERVED
REMOVED, NOT REPLACED, PER 350-6.12(B)(3)
QA
QR
PS
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PS SEE ANR PLANSPROPOSED PROPERTY LINESEE ANR PLANSSEE ANR PLANSPROPOSED PROPERTY LINESEE ANR PLANSPROPOSED PROPERTY LINESCALE:
DRY WELL04NOT TO SCALE
4" PVC INLET W/
1% MIN. SLOPE.8" MIN.3'-2" MIN.6" MIN.1" DIA. PERCOLATION HOLE KNOCK
OUTS. SCORE AND KNOCK OUT ALL
HOLES BEFORE WRAPPING THE
FLOW WELL WITH LANDSCAPE
FABRIC.
FINISHED GRADE
FWSD69 4" SCH. 40
SURFACE DRAIN INLET
WITH GRATE
FWAS24C 24" DIA.
FLOW WELL COVER.
FWBP24 24" DIA. FLOW
WELL BOTTOM.
FWSPS3 (3) FLOW
WELL SIDE PANELS.
1'-0" MIN.
3
4" TO 1 1
2" CLEAN GRAVEL
BACKFILL RECOMMENDED.
NOTE:
·MUST BE INSTALLED 10' AWAY FROM STRUCTURE OR FOUNDATION.
FWFF67 POROUS
FILTER FABRIC WRAP.
4" DIA. DRAINAGE CONNECTION
HOLES. UTILIZE HOLES AS NEEDED
FOR INLETS AND OUTLETS.
DRY WELL FROM ROOF DRAINAGE
400 SQ FT (1
2 ROOF AREA)
DRY WELL FROM ROOF DRAINAGE
400 SQ FT (1
2 ROOF AREA)