29 Ford Crossing - Site Plans 8-13-19S SSSGGGGGGGGG2"S222.3'8" PVC222.0'222.0
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:
231
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:
230
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219.304.75% TYP.LOT 5LOT 4LOT 3LOT 2LOT 1PROPOSED STREET AND UTILITY WORK INOLANDER DRIVE TO BE CONSTRUCTED BYOTHERS UNDER CO-HOUSING PROJECTTBM = TOP OF BOUNDELEV. 231.22L-1010'20'10'40'60'SCALE 1"=20'-0" (if printed full size @ 24" x 36")Checked By:Drawn By:RevisionsScale:Date:Sheet NumberThis drawing is not intended nor shall it be used forconstruction purposes unless the signed professional seal of aregistered landscape architect, civil engineer or land surveyoremployed by The Berkshire Design Group, Inc. is affixed above.Web: http://www.berkshiredesign.comEmail: bdg@berkshiredesign.com (413) 582-70004 Allen Place, Northampton, Massachusetts 01060FAX (413) 582-7005Landscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheDo not scale drawing for quantity take-offs or construction. Usewritten dimensions only. If dimensions are incomplete, contactThe Berkshire Design Group Inc. for clarification.Land SurveyingCopyright The Berkshire Design Group, Inc.This drawing and all of its contents are the express property ofThe Berkshire Design Group, Inc., and shall not be copied orused in any way without the written consent of The BerkshireDesign Group, Inc.cF:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019
MEADOW RUN@ VILLAGE HILLNORTHAMPTON, MAMay 28, 20191"=20'JDSEXISTING CONDITIONSCatchbasin, SquareCatchbasin, RoundBasketball HoopDownspoutIrrigation, ValveMonitoring WellFire StandpipeFire HydrantTTelecom ManholeElectric BoxConiferous TreeFire ConnectionIrrigation Control BoxLight PoleManhole, Unknown TypeMemorial PlaqueEElectric HandholeEElectric BoxEElectric Guage (Meter)EElectric ManholeLPLight PoleDeciduous TreeSign, SmallOil TankSprinkler HeadGas ServiceStone PostWater ValveControl BoxBenchA/C UnitWetland FlagWater BubblerColumnSewer ValveTest PitFire Alarm Pull BoxPolePole w/LightELECElectric, PadmountSSewer ManholeCOSewer Clean OutSteam, ManholeDDrain ManholeCatchbasin, RoundCatchbasinCatchbasin, RoundTraverse PointBMBenchmarkPost / BollardTelecom Control BoxShrubUtility PoleUManhole, Unknown TypeLegend1. The Existing Conditions Plan Depicted Hereon Was Obtained By Partial Field SurveysConducted On Multiple Dates Between August 18, 2006 And April 21, 2015 By The BerkshireDesign Group, Inc.2. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. AReasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses OfThe Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist.3. This Plan Was Prepared Using GNSS And Conventional Survey Methods. A Leica TS15 TotalStation Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK Was UsedHaving Subcentimeter Accuracy.4. All Improvements Shown Hereon Have Been Spatially Fixed To A Locational Tolerance OfNot More Than 1/10th Of The Plan Scale.5. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is TheMassachusetts State Plane Coordinate System (NAD83).6. All elevations are based upon benchmarks provided by the City of Northamptonengineering Department and refer to the North American Vertical Datum of 1988.7. The locations of existing underground utilities are shown in an approximate way onlybased on available data and all utilities may not be shown. Prior to construction,contractor shall call the 'Dig Safe Center' at 1-800-322-4844 and have all utilities markedon the ground. The contractor shall be responsible for determining the exact location ofall existing utilities before commencing work. The contractor agrees to be fullyresponsible for any and all damages which might be occasioned by his/her failure toexactly locate and preserve any and all utilities.8. This plan is prepared as a site design and is not intended to be used for determinationof property lines. Approximate property lines are shown for coordination purposes. TheContractor shall utilize the services of a Professional Land Surveyor for the determinationof property lines.Existing Conditions NotesCONSTRUCTION DOCUMENTS6/17/2019 - REVISED STORM DRAIN7/16/2019 - ISSUED FOR CONSTRUCTIONCMC8/13/2019 - ADD TEMPORARY BENCHMARK
Bitumi
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:
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:
229
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CB
Rim: 2
3
0.
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CB
Rim: 2
3
0.
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222.8'15" RCP
222.9'
CB
Rim: 23
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ive231231232232232
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8
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Rim: 2
3
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7'
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4.75% TYP.
2
2
'
SAWCUT & REMOVE ROADWAY
AT EXISTING CURB OPENING.
REMOVE/SALVAGE GRANITE
CURBING. ALL UNUSED CURB
SHALL BE RETURNED TO THE
CITY.
SAWCUT & REMOVE
CONCRETE SIDEWALKS AT
NEAREST CONTROL JOINT.
INSTALL TEMP. CHAIN LINK
CONSTRUCTION FENCING
ALONG THE BACK OF SIDEWALK.
DIG AND TRANSPLANT
EXISTING STREET TREE
SEE SHEET L-401
REMOVE &
RELOCATE EX.
LIGHT POLE. SEE
SHEET L-301
REMOVE & SALVAGE
APPROX. 40 LF OF
GRANITE CURB. SEE
LAYOUT PLAN.
INSTALL TREE
PROTECTION AS
REQUIRED, TYP.
CUT AND CAP EXISTING
GAS STUB AT CURB LINE
COORD. WITH UTILITY CO.
REMOVE EX. CONC.
SIDEWALK AT NEAREST
CONTROL JOINTS.
CURB LINE AND PAVING TO BE
MODIFIED DURING INITIAL
CONSTRUCTION BY COHOUSING
PROJECT TO PROVIDE FOR NEW
CURB CUT AND UTILITY
CONNECTIONS.
INSTALL TREE
PROTECTION AS
REQUIRED, TYP.
EROSION CONTROL
BARRIER
PROTECT EXISTING THERMOPLASTIC
CROSSWALK WITHIN ASPHALT TO REMAIN
CUT EXISTING SANITARY STUB
BETWEEN SIDEWALK AND CURB
PLUG WITH BRICK & MORTAR
TBM = TOP OF BOUND
ELEV.231.22
L-201
0'20'10'40'60'
SCALE 1"=20'-0" (if printed full size @ 24" x 36")
Checked 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.
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, Inc.
Design
The
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.
Land Surveying
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:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN
@ VILLAGE HILL
NORTHAMPTON, MA
May 28, 2019
1"=20'
JDS
DEMOLITION & EROSION
CONTROL PLAN
CMC
1. 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.
2. 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.
3. 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 salvageable
material shall be delivered by the Contractor to storage areas designated by the Owner.
Contractor shall remove all existing unsuitable materials from the site.
4. The Contractor shall protect existing trees to remain as shown in detail 1/L-201.
5. All topsoil shall be stripped from grass areas to be removed and stockpiled in an area
designated by the Owner. The Contractor is responsible for all topsoil as needed to meet the
specifications.
6. The Contractor may 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.
7. 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.
8. 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.
9. This project includes less than one acre of disturbance and does not require an EPA Notice
of Intent (NOI). However, the Contractor shall prepare a SWPPP and submit it to the
Northampton DPW as required by the Stormwater Permit issued by DPW.
Demolition Notes
CONSTRUCTION DOCUMENTS
6/17/2019 - REVISED STORM DRAIN
7/09/2019 - DPW COMMENTS
Tree Protection
L.201
1
Not to Scale
7/12/2019 - UPDATED PRICING SET
7/16/2019 - ISSUED FOR CONSTRUCTION
8/13/2019 - ADD TEMPORARY BENCHMARK
Ford
Cr
o
s
si
n
g OlanderDriveD18'±
10'10'
±10'±12'3'
22'18'
±TYP.
T
YP
.
4'TYP.
R8'
TYP.
R12'
TYP.
R12'
TYP.
R100'±
R36'±
R8'TYP.
26
'
6'±
8'
12'
PROPOSED STONE TRENCH DRAIN.
SEE GRADING PLAN.
12' WIDE ASPHALT DRIVE
REMOVE/REPLACE EX.
SIDEWALK W/ 6"CONCRETE
WALK @ DRIVEWAY
NEW GRANITE CURB INFILL AT
EXISTING CURB OPENING
APPROX. REVISED PROPERTY LINES, TYP.
SEE NOTE 8
EXISTING PROPERTY LINES,
TYP.
POTENTIAL BUNGALOW
FOOTPRINT, TYP.
SEE NOTE 7
SPLIT RAIL FENCE &
PLANTED BUFFER
SEE SHEET L-401
NEW CURB CUT.
SIGNED AS
ENTRANCE ONLY.
ACCESSIBLE CURB CUT
ALIGN WITH EXISTING
CROSSWALK
CONCRETE PAVER
WALK, TYP.
PROPOSED
PLANTINGS BY
OTHERS
NEW CURB CUT.
SIGNED AS EXIT ONLY.
GRANITE CURB AT
RADIUS
6" CONCRETE SIDEWALK
AT DRIVE OPENING
CURB AND ROADWAY TO BE
MODIFIED. COORDINATE WITH
COHOUSING PROJECT.
DO NOT EXIT SIGN
PROPOSED
PLANTINGS BY
OTHERS.
4" THICK CONCRETE
SIDEWALK INFILL.
MATCH EXISTING
JOINT SPACING.
TRAIL BY OTHERS
CONTINUATION OF OLANDER
DRIVE EXTENSION BY OTHERS
OPTIONAL SCREENED
PORCH OR DECK. TYP.
SEE NOTE 7
INSTALL SALVAGED
STREET LIGHT.
12' x 14' PAVER PATIO. TYP. OF 5
FUTURE DEVELOPMENT
BY OTHERS
RELOCATE EXISTING TRAFFIC
SIGN 5' EAST
TBM = TOP OF BOUND
ELEV.231.22
L-301
0'20'10'40'60'
SCALE 1"=20'-0" (if printed full size @ 24" x 36")
Checked 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.
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, Inc.
Design
The
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.
Land Surveying
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:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN
@ VILLAGE HILL
NORTHAMPTON, MA
May 28, 2019
1"=20'
JDS
SITE PLAN
1. Do not scale drawings for quantity take-offs or construction. Use written dimensions only. If dimensions are
incomplete, contact The Berkshire Design Group, Inc. for clarification.
2. All lines or points are perpendicular or parallel to lines from which they are measured unless otherwise noted.
3. The Contractor shall verify all layout, dimensions, grades, and inverts prior to construction; report any and all
discrepancies to the Landscape Architect. All discrepancies shall be resolved in writing prior to beginning work.
4. All areas disturbed from construction activity to be raked, smoothed, fertilized and seeded with perennial
turfgrasses unless otherwise noted.
5. All new walks and surfaces to meet existing walks and surfaces with smooth, continuous line and grade.
6. The Contractor shall not install concrete during adverse weather conditions (rain, sleet, etc.) unless otherwise
directed by the Landscape Architect.
7. Final footprint of each building as directed by the owner. Sketch of final footprint shall be submitted to the
Northampton Planning Dept. prior to application for building permit.
8. This plan is prepared as a site design and is not intended to be used for determination of property lines.
Approximate property lines are shown for coordination purposes. The Contractor shall utilize the services of a
Professional Land Surveyor for the determination of property lines.
Layout Notes
CONSTRUCTION DOCUMENTS
6/17/2019 - REVISED STORM DRAIN
7/09/2019 - DPW COMMENTS
7/12/2019 - UPDATED PRICING SET
7/16/2019 - ISSUED FOR CONSTRUCTION
CMC
8/2/2019 - SIGN RELOCATION
8/13/2019 - ADD TEMPORARY BENCHMARK
Ford
Cr
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s
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n
g OlanderDrive231231 2252301 CK
1 CK
1 NS
1 NS
1 FS
25 RF
4 TOE
N.E. SEED
MIX
N.E. SEED
MIX
N.E. SEED
MIX
2 RC
3 VPT
25 HS
3 IV
1 PC
4 VT
3 IV
1 CBF
13 HH
6 TOE
3 TOE
3 TOE
7 MS
5 RC
3 HM
LOAM & SEED
TYP.
LOAM & SEED
TYP.
RELOCATED
STREET
TREE
NEW STREET
TREE TO MATCH
3 HA
1 AP
1 MS
6 IVH
1 PA
5 AZ
1 SP
2 PA
5 HH
CONFIRM
LOCATIONS OF EX.
UTIL. STUBS 14'
1 HM
4 TOE
2 IV
1 CK
1 CBF
3 HA
3 TOE
3 VPT
1 MS
3 AZ
L-401
0'20'10'40'60'
SCALE 1"=20'-0" (if printed full size @ 24" x 36")
Checked 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.
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, Inc.
Design
The
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.
Land Surveying
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:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN
@ VILLAGE HILL
NORTHAMPTON, MA
May 28, 2019
1"=20'
JDS
PLANTING PLAN
1. All nursery stock shall comply with the latest standards of the American Nursery & Landscape Association with
regard to grading and quality.
2. All plants shall conform to the measurements specified, except that plants larger than those specified may be
used if approved by the Landscape Architect.
3. All plants shall be nursery grown in accordance with good horticultural practices and shall be grown under
climatic conditions similar to those in the project locality for at least two years.
4. Balled and burlapped plants (B&B) shall be moved with the root system as solid units; root balls shall be firmly
wrapped with burlap. Container grown plants shall not be removed from container prior to the time of
installation; root system shall be firmly set in container.
5. Planting soil mix shall consist of seven (7) parts loam and one (1) part peat moss by volume, with a pH value of
5.0 to 6.0.
6. All trees and shurbs to receive two (2) fertilizer packets as shown in details.
7. Planting beds to receive 4" depth of bark mulch.
8. All plant material shall be guaranteed for one full growing season (one year) after installation.
9. Any plant material which dies, turns brown or unexpectedly defoliates prior to acceptance of work shall be
promptly removed from the site and replaced with material of the same species, quality, size and meeting all
planting specifications.
10. Planting layout shall be approved by the Landscape Architect prior to installation.
Planting Notes
N.E. SEED MIX
NEW ENGLAND CONSERVATION/WILDLIFE MIX:
SPECIES: Virginia Wild Rye (Elymus virginicus), Little Bluestem (Schizachyrium
scoparium), Big Bluestem (Andropogon gerardii), Red Fescue (Festuca rubra), Switch
Grass (Panicum virgatum), Partridge Pea (Chamaecrista fasciculata), Panicledleaf Tick
Trefoil (Desmodium paniculatum), Indian Grass (Sorghastrum nutans), Blue Vervain
(Verbena hastata), Butterfly Milkweed (Asclepias tuberosa), Black Eyed Susan
(Rudbeckia hirta), Common Sneezeweed (Helenium autunale), Heath Aster
(Asterpilosus/Symphyotrichum pilosum), Early Goldenrod (Solidago juncea), Upland
Bentgrass (Agrostis perennans).
APPLICATION RATE: 25lbs/acre | 1750 sq ft/lb
Plant List
KEY QTY LATIN COMMON SIZE
CBF Carpinus betulus 'Fastigiata'Pyramidal European Hornbeam 2"-2.5" cal.
CK Cladastris kentukea American Yellowwood 2"-2.5" cal.
FS Fagus sylvatica 'Riversii'Riversii Beech 2"-2.5" cal.
HH Hypericum 'Hidcote'St. Johnswort 5 gal.
HS Hemerocallis sp.Daylily 1 gal.
IVH Itea virginica 'Henry's Garnet'Sweetspire 3 gal.
MS Miscanthus 'Heavy Metal'Japanese Switch Grass 3 gal.
RF Rudbeckia sp.Black-Eyed Susan 1 gal.
TOE Thuja occidentalis 'Emerald'Emerald Arborvitae 4-5'
VT Viburnum trilobum American Cranberrybush 24"-30"
VPT Viburnum plicatum tomentosum Doublefile Viburnum 5 gal.
2
3
1
18
25
6
9
24
23
4
6
PC Pinus cembra Swiss Stone Pine 5-6' ht.1
HM Heptacodium miconioides Seven-Son Flower 7 gal.4
GTI Gleditsia triacanthos inermis 'Sunburst'Honeylocust 2"-2.5" cal.9
NS Nyssa sylvatica Tupelo2 2"-2.5" cal.
RC Rhododendron carolinianum Carolina Rhododendron 24"-30"7
CONSTRUCTION DOCUMENTS
HA Hydrangea 'Mariesii' Lacecap Hydrangea 5 gal.6
AP Acer palmatum 'Oshio Beni'Japanese Maple 4' - 5' ht.1
PA Pennisetum alopecuroides Fountain Grass 2 gal.3
IV Ilex verticillata 'Winter Red'Winterberry 5 gal.8
AZ Azalea sp.Azalea 5 gal.8
SP Stewartia pseudocamellia Japanese Stewartia 2"-2.5" cal.1
6/17/2019 - REVISED STORM DRAIN
7/09/2019 - DPW COMMENTS
7/16/2019 - ISSUED FOR CONSTRUCTION
CMC
8/6/2019 - LOT 1 PLANTING
S
S
S
S
G
G
G
G
G
G
G
G
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2"S222.3
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Rim: 2
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W
W
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D
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CLD
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:
230
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'
220.3'DMHRim
:
229
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'
220.3'
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Rim: 2
3
0.
0
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CB
Rim: 2
3
0.
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222.8'15" RCP
222.9'
CB
Rim: 23
0
.
0
2'221.9'231231232232232
231
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2
3
4
2
3
6
2
3
7
2
3
8
2
3
9
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233
234
236
237
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240
235
225220230225220231231232232232
231
231231232233234229228216217218219221222223224226227228229231232233
2
3
4
2
3
6
2
3
7
2
3
8
2
3
9
239238237236 232
233
234
236
237
2282272292262222232212242162
1
9 2172182262292
2
7
2
2
8 2242212222232
3
0 2302252202302302302352302
3
5
240
235
225220230225220Ford
Cr
o
s
si
n
g OlanderDrive
S
S
S
TEC
TEC
TEC
TEC
TEC
TEC
TEC
TEC
TEC
G
G
G
G
G
G
G
G
G
2"SGWE
W
W
W
W
W
W
W
8" CLDI WD
D
8"
CLD
I2"SSSSSSSSS230231231D2312242292322342362384
5
8
7
6 GGGGGGGGGG229
230230EEEE231231 220225230219.30
4.75% TYP.WWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWEEEEEE
E
EEEEEEEEWWWWWWWWWWWWWWWVWVWVWVWVDDDDDDDDDDDDDDD
D
D
D
D
EEE
E
EEEEEEEEWWWWD
D
D
D
D
DSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
WV
231.21
231.80
232.50
232.33
232.0
232.08
FFE=232.40
FFE=232.95
FFE=233.65
FFE=233.23
FFE=233.15
231.21
231.17
231.80
232.50
232.00
232.00
233.40
232.87
232.44
232
231
231232232231 232232232.00
232.00
232.50
231.21
231.80231231.80
231.21
232
232
232.50
232.00
232.00
TC 231.42BC 230.92
TC 231.05BC 230.55
231.65
231.59
230.74
231.47
231.25
231.01
231.85
231.61
231.43
231.21
231.50
233.40
232.98
232.98
231.95
231.6
6
232.87231.90
232.01
232.08
232.20
232.68
232.56
232.40
232.29
232.70
232.70
232.13
231.59
231.44
232.15
232.15
BC 230.96TC 231.46
BC 230.36TC 230.86
231.41
231.28
231.80
231.92
231.67
232.26
232.19232.09
231.85
231.4
1
231.36 232NEW 6" PVC SANITARY SERVICE
TYP.
SANITARY CLEAN-OUT,
TYP. OF 1
NEW TRANSFORMER &
ELEC. SERVICE. COORD.
W/ NATIONAL GRID.
6" PVC
YARD DRAIN FOR
OVERFLOW
R=230.75
IN=229.50
2" TYP
E
K
W
A
T
E
R
S
E
R
VI
C
E
6" PER
F.
H
D
P
E
D
R
AI
N
R
U
N
F
L
A
T
YARD DRAIN FOR
OVERFLOW
R=231.50
IN=229.50
YARD DRAIN FOR
OVERFLOW
R=230.75
IN=229.50
INFILTRATION TRENCH
SEE DETAIL
DRY WELL FOR
ROOF RUNOFF
TYP. OF 5.
SEE DETAIL
INFILTRATION TRENCH
PIPE INV=229.00
INFILTRATION TRENCH
PIPE INV=229.00
SANIT
A
R
Y
@
1.
8
%
CLEAN-OUT, TYP. OF 2
CLEAN-OUT, TYP. OF 2
10'
TYP.
YARD DRAIN
R=231.00
INV= 229.00
WATER SERVICE TAP TO BE 1"
TYPE K COPPER TO 3' BEYOND
VALVE. 1" HDPE SERVICE TO
WITHIN 10' OF BUILDING
FOUNDATION. TYP. OF 5 10" HDPE @2.0%INV(D)=227.40
INV(S)=221.74
PROPOSED UTILITIES IN
OLANDER DRIVE
BY OTHERS
CONNECT TO DRAIN MH
INV=226.0
MH BY OTHERS
NEW 2" WATER SERVICE TAPPED TO
EXISTING STUB WATER SERVICE SHALL BE
5' (MIN.) FROM ELECTRICAL SERVICE
GAS STUB TO BE ABANDONED
REMOVE TO ALLOW TREE
PLANTING, SEE SHEET L-401
COORD. W/ GAS CO.
DOWNSPOUT
CONNECTION TO
DRYWELL, TYP.
SANITARY STUB TO
BE ABANDONED
SEE NOTE 13
NEW SANITARY MANHOLE
R=230.90
INV=220.87
COORDINATE WITH
COHOUSING PROJECT
SANIT
A
R
Y
@
1.
8
%
RELOCATED LIGHT POLE
SEE SHEET L-301
8.
9%
1
.0%
1
.0%1.2%1.1%0.7%2.0%
0.7%2.0%
1
.5%6%TBM = TOP OF BOUND
ELEV.231.22
L-501
0'20'10'40'60'
SCALE 1"=20'-0" (if printed full size @ 24" x 36")
Checked 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.
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, Inc.
Design
The
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.
Land Surveying
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:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN
@ VILLAGE HILL
NORTHAMPTON, MA
May 28, 2019
1"=20'
JDS
GRADING, DRAINAGE &
UTILITY PLAN
Grading & Utility Notes
1. Project benchmark is PK in utility pole at northwest corner of school, elevation=231.36, as per topographic
survey by Toomey-Munson, dated April 23, 2001.
2. All sidewalks/walkways shall conform to the Massachusetts Architectural Access Board's (AAB) requirements.
Typical sidewalk/walkway cross-slope is 1.5%. In no case shall sidewalk/walkway cross-slope exceed 2.0%. Notify
Engineer of any discrepancies.
3. All materials and construction methods shall conform to the construction standards and specifications of the
Town of Norfolk and the Massachusetts Department of Public Works.
4. All dimensions, elevations and layout shall be verified in the field by the contractor and approved by the
Landscape Architect prior to beginning work.
5. All new or adjusted manholes, gas gates, water gates and water services to be flush with finished grade.
6. All new or adjusted catch basin rims shall be set 1/2 inch below finished grade.
7. Refer also to Site Electrical Plan for lighting and elec. manholes.
8. Notify the Landscape Architect of any discrepancies prior to construction.
9. All water lines shall have a minimum of 5' of cover over the crown of pipe.
10. Thrust blocks shall be constructed for all water lines at all angles, bends, branches, plugs and wherever else is
necessary to prevent disruption of proper functioning of the line.
11. This project is subject to a Stormwater Permit issued by the Northampton DPW. The contractor shall comply
with all conditions of the permit, including coordinating required inspections with DPW.
12. All drainage infrastructure, including dry wells and stone trenches, shall be inspected and approved by the
Engineer at all critical stages before the work is buried.
13. Abandon existing sewer stub. Terminate pipe within tree belt between sidewalk and curb. Plug stub with brick
and mortar.
CONSTRUCTION DOCUMENTS
6/17/2019 - REVISED STORM DRAIN
7/09/2019 - DPW COMMENTS
7/12/2019 - DPW COMMENTS
CMC
7/16/2019 - ISSUED FOR CONSTRUCTION
8/2/2019 - MINOR UTILITY REVISIONS
8/13/2019 - ADD TEMPORARY BENCHMARK
L-601
Checked 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.
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, Inc.
Design
The
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.
Land Surveying
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:\HOSPITAL HILL\WRIGHT BUILDERS\MEADOW RUN\DESIGN PROCESS\DRAWINGS\XREF\SITE PLAN.DWG PLOT DATE: 8/13/2019MEADOW RUN
@ VILLAGE HILL
NORTHAMPTON, MA
May 28, 2019
AS NOTED
JDS
SITE DETAILS
UNDISTURBED OR COMPACTED
SUBGRADE
NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE
MATERIAL MAY BE INCREASED IN THE FIELD.
EXTEND GRAVEL 12" BEYOND EDGE OF
PAVING WHERE ROAD IS NOT CURBED
2-1/2''
12''
1-1/2''
12''
COMPACTED GRAVEL BASE (95% MIN DENSITY)
4" PROCESSED GRAVEL OVER 8" TYPE B
MDOT HOT MIX ASPHALT BINDER COURSE
MDOT HOT MIX ASPHALT WEARING COURSE
GRAVEL BORROW
2''±PRECAST CONCRETE PATIO PAVERS
12"X12", COLOR: LIGHT GREY,
COMPACTED GRAVEL BASE
95% MIN. DENSITY
6''BROOM JOINTS WITH STONEDUST
MIN.UNDISTURBED OR
COMPACRTED SUBGRADE
1'' TYP.
8'' CAST IRON GRATE
BY NYLOPLAST USA, INC.
8'' INLINE DRAIN
BY NYLOPLAST USA, INC.
OR APPROVED EQUAL
6" PVC DRAIN PIPE
DRAIN AREA 20.3 S.I.
CASTINGS SHALL BE RATED
FOR LIGHT WHEEL TRAFFIC
MATERIAL SHALL CONFORM
TO ASTM A48-CLASS 30B
CASTINGS SHALL BE
PAINTED BLACK
NOTES:0.51''6" PVC ELBOW OR TEE
FOR CONTINUATION TO
DOWNSTREAM DRAIN
WALK-SEE PLAN
FOR MATERIAL
SLOPED RAMP SURFACE
SEE PLAN FOR MATERIAL
CURB TRANSITION
CURB-6'' REVEAL
SEE PLAN FOR MATERIAL12:1 MAX
6'' TYP.
SEE PLA
N
FOR WID
T
H6'-0'' (MIN.)
FLUSH WITH EDGE OF ROADWAYSLOPE
3'
TYP.
DETECTABLE WARNING STRIP
PERPENDICULAR TO DIRECTION OF WALK WITH 3'' TROWELLED EDGES
CONCRETE FINISH TO BE MEDIUM TEXTURE BROOM FINISH
POLYETHYLENE FILLER
SCORING LINES TO BE AT LEAST 1/4 THICKNESS OF SIDEWALK
NOTE:
3/8'' PREMOLDED
8''2''2''COMPACTED SUBGRADE
UNDISTURBED OR
4000 P.S.I.
GRAVEL BASE,
95% MIN. DENSITY
WIRE MESH
WITH 6''x6''x10/10
4'' CONCRETE
COMPACTED
JOINT SEALANT & RETAINER RING
JOINTS AT ALL VERTICAL WALLS & ISOLATION JOINTS AT ALL FOOTINGS
UNLESS OTHERWISE INDICATED ON PLAN; PROVIDE EXPANSION
WALKWAYS: SCORING EVERY 5', EXPANSION JOINTS EVERY 20'**** CONCRETE THICKNESS SHALL BE INCREASED TO 6" WHERE
SIDEWALK CROSSES A DRIVEWAY.
5x5 SQUARE HAND SPLIT POST
W/ 1/2'' TOP CHAMFER8'-0'' O.C.4''42''NOTES:
1. ALL WOOD TO BE NORTHERN WHITE CEDAR
2. ALL HARDWARE, FASTENERS TO BE GALVANIZED
3. SET POSTS 3' - 6'' DEEP IN WELL-TAMPED GRAVEL BACKFILL
MORTICED JOINT, TYP.
4'' SQUARE HAND SPLIT RAIL
FINISHED GRADE
4''8''6''20''42''2-5/8x4 GALV. WOOD
SCREWS EACH JOINT
Bituminous Concrete Paving
L.601
1
Not to Scale
Concrete Pavers
L.601
2
Not to Scale
Concrete Walk
L.601
3
Not to Scale
Yard Drain
L.601
4
Not to Scale
Accessible Curb Ramp
L.601
6
Not to Scale
Split Rail Fence
L.601
7
Not to Scale
Drywell
L.601
11
Not to Scale
CLEAN OUT FRAME AND COVER
NEENAH MODEL R-1791-A OR EQUAL
WITH WORD SEWER IN 3" LETTERS
6" MIN.
CONCRETE GRADING
RING OR 2 LAYERS
SEWER BRICK
MORTARED IN PLACE
2"
THREADED
PLUG
45° PVC SDR35 BEND
3/4" CRUSHED STONE
BACK FILL WITH SAND
AROUND PIPE TO 2"
BELOW TOP OF CLEAN OUT
8" MIN.
12" MIN.
2"
FINISH GRADE - SEE PLAN FOR MATERIAL
FLOW
NOTES:
1. LOCATE CLEANOUT UP GRADIENT OF SWEEP.
2. ALL PVC PIPE SHALL BE SDR35.
3. PIPE SIZES SHALL BE 6".
PVC SDR35 PIPE
SWEEP
COMPACTED SUBGRADE
PVC SDR35
WYE
Sanitary Clean-out
L.601
8
Not to Scale
12'' MIN. OVERLAP
SOIL SEPARATOR FABRIC
COMPACTED SUBGRADE
PERFORATED HDPE PIPE
SEE PLAN FOR PIPE SIZE
36''48"12" MIN.3/4'' COMPACTED
UNDISTURBED OR
CRUSHED STONE
AND PIPE INVERT
BIT. CONC. DRIVE
12''4"-6" WASHED RIVER STONE
Infiltration Trench
L.601
12
Not to Scale
Site Signage
L.601
5
Not to Scale
18" TYP
EXIT
ONLY
18" x 18" x 2" THICK WOOD SIGN
3-1/2" TALL CARVED LETTERS
1/2" CARVED BORDER18" TYPENTER
ONLY
4" x 4" WOOD PT POST, TYP.
DRY WELL TO BE FLO WELL DRY WELL AS MANUFACTURED BY NDS.12"24"
3/4" CRUSHED STONE
BACKFILL
CONSTRUCTION DOCUMENTS
6/17/2019 - REVISED STORM DRAIN
MIN.MIN.
CEMENT CONCRETE
3000 PSI
95% MIN. DENSITY
AS SPECIFIED
4''
SPECIFIED
6''ASMIN. 6''12''BASE AND BACKFILL,
COMPACTED SUBGRADE
UNDISTURBED OR
COMPACTED GRAVEL
MATERIAL VARIES, SEE PLAN
GRANITE CURB, TYPE ''V''
AS DETAILED
BITUMINOUS CONCRETE PAVING
6''Granite Curb
L.601
9
Not to Scale
7/09/2019 - DPW COMMENTS
6" PVC CLEANOUT RISER
7/12/2019 - UPDATED PRICING SET
CMC
7/16/2019 - ISSUED FOR CONSTRUCTION