Dewey Ct. Permit Plan Set_smallLOCUS PLAN
Phone (413) 582-7000 Fax (413) 582-7005
4 Allen Place Northampton, Massachusetts 01060
Group, Inc.DesignBerkshireThe
Landscape Architecture
Land Surveying
Planning
Civil Engineering
Prepared By:
Florence, Massachusetts 01062
Grading & Utility Plan
Photometric Plan
Details
Planting Plan
L-801
L-600
L-800
L-500
Site Plan
July 8, 2019
Sheet Index
L-400
Date:
34 Dewey Court
Prepared For:
Snow Storage PlanL-700
Details
Dewey Court Properties LLC
113 Whittier Street
L-300
34 DEWEY COURT
Northampton, MA 01060
Permit Set
DetailsL-803
L-802 Details
Floor PlanA-100
NOT FOR CONSTRUCTION
Demolition PlanL-200
Building ElevationsA-200
Draft Construction Documents
Existing Conditions PlanL-100
SITE
Building ElevationsA-201
Birds Eye ViewsA-300
Exterior ViewsA-301
Exterior ViewsA-302
Plantings
OOOOX X X X X X X X X X X X X X
OHWOHWOHWOHWD
D
MH
MH
S
S
W/F Shed1 Story
Wood Frame
Garage
#15
2 1/2 Story
Wood Frame
Building
#19
2 1/2 Story
Wood Frame
Building
1 Story
W/F
Garage
Porch1 StyDeck
Chimney
Treeline
Treeline
Woods
Woods
Path
Pathooo
oo
23"
28"
28"
28"
(Dead)20"
32"
20"
20"
22"
30" Black Maple
#3.7
27" Sugar Maple
#3.5
33" Sugar Maple
#3.4
23" Sugar Maple
#3.3
35" Sugar Maple
#3.2
46" Tulip Poplar
#3.1
8"(Dead)
12"
12"(Dead)Plant
ings
Plantings
Lawn
Plantings
38" Sugar Maple# 2.1
36" Norway Maple#2.2
Shrub
Shrubs
28" Tamarack
#1.6
18" Tulip Poplar#1.4
40" Tulip Poplar
#1.3B
48"
26" Sugar Maple# 1.2
21"
26" Sugar Maple#1.1
27"
Treeline
28"
27"20"
22"22"
33"
22"
26"
32" Red Maple#4.2
32" Norway Maple
#4.1
30"
24"
25"
22"
20"
#34
2 Story W/F
House
1 Story1 Sty
1 Sty
1 Sty
10"
46"
31"
(Dead)Shrubs/MulchLawn
Lawn
Bitumino
u
s
D
r
i
v
eBitum
inous
PavementPlantingsPlantings
CB
Rim:133.44'
Sump:131.4'CB
Rim:133.57'
Sump:131.4'
Bituminous Drive 6' High Sto
c
k
a
d
e
F
e
n
c
e
Shrubs/Plantings
Bit. CurbBitum
inous
Wa
lk
W.V.
G.V.
SMH(Record)
Rim:133.80'
Not Opened(Car Over)
Record Invert= -5.73'
CB
Rim:133.88'
Sump:130.4'Water Lines As MarkedSMH
Rim:118.39'
Bituminous
Drive
CB
Rim:117.90'
CB
Rim:117.98'
Sump:114.1'
DMH
Rim:118.05'Sewer Line As MarkedBit. CurbBituminous PavementBit. CurbBit. WalkDMH
Rim:117.48'
12"Trough:109.9'
SMH
Rim:117.39'
W.V.
W.V.
Hydrant
4"PVC
Invert Out: 118.88'
Stone
Retaining
Walls
Concrete Walk
Metal Railing
Overhang
R.D.
R.D.
R.D.
R.D.
Guy Wire
UP 03
FF(Thresh)El:133.80'
FF(Thresh)
El:135.99'
FF(Thresh)
El:128.54'
Plantings
Brick & Stone
Porch w/
Canopy
St
o
n
e
W
a
l
k
Stone Patio/
Brick & Stone
Steps
Wooden
Stairs
Concrete Walk
& Curb
Chimney
1
3
4
132133131130128
129
131
131
131
130 129128 127126125
1
2
1
1221231241
2
0
1
1
9
118
11713413
3
134 135135
134134
133
132
1
3
1
13
3
132 130131125120118129133132131
130
129
128 134130125120118119 118 118118Lawn
S
t
o
n
e
C
u
r
b 6"PVC111.8'6
"
P
V
C
1
1
2
.
7
'8"PVC111.7'8"PVC111.0'8"PVC110.9'8"
P
V
C
11
1
.
1
'
MH
Rim:127.57'
Record Sewer Line
TBM= Top Spindle
Of Hydrant
El:136.12'6" Water
D
Record
DMH 8"PVC114.8
'
W.V.
8"PVC
114.8'8"PVC114.0
'8"PVC114
.
1
'
114
.
1
'12"PVC111.1'G.V.
(Test)Approximate Gas Line LocationApproximate 8" Sewer Line LocationApproximate Water Line LocationApproximate 12" Drain Line Location12" Dra
in
(Reco
rd)8" Sewer
(Record)
4" Water
Record Sewer L
ine
8"VC122.1'8"VC122.0'Bit. Curb10"RCP130.4'10"AC131.4'12"AC131.6
'A 50
'
W
ide
C
ity
WayDewey CourtA 33' Wide Public WayFruit StreetNow Or Formerly
Mark A. Moggio
24 Dewey Court
Northampton, Massachusetts 01060
PID: 31D-216-001
Deed Book 5904, Page 332
Plan Book 6, Page 60A
22 Dewey Court
18 Dewey Court
Now Or Formerly
The Trustees Of The Smith College
108 South Street
Northampton, Massachusetts 01060
PID: 38B-035-001
Deed Book 1007, Page 531
No Plan Recorded
Now Or Formerly
The Trustees Of The Smith College
108 South Street
Northampton, Massachusetts 01060
PID: 38B-035-001
Deed Book 1007, Page 531
No Plan Recorded
Northampton Housing Authority
Now Or Formerly
Kenneth R. & Sandra G. Jodrie
21 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-230-001
Deed Book 3438, Page 166
No Plan Recorded
Now Or Formerly
James H. Brozoski
19 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-229-001
Deed Book 12986, Page 88
No Plan Recorded
Now Or Formerly
Bowles Enterprises, L.L.P.
11-15 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-228-001
Deed Book 5701, Page 271
No Plan Recorded
Now Or Formerly
Nancy W. Denig
25 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-218-001
Deed Book 11456, Page 273
Plan Book 25, Page 28
Now Or Formerly
Ezra B. Riber
21 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-219-001
Deed Book 12166, Page 153
Plan Book 25, Page 28
WF A1WF A2
WF A3
WF A4
WF A5
WF A6
WF A7 WF A8
WF A1
WF A9
WF A10
WF A11
WF A12
WF A13
WF A16
WF B1 WF B2
WF B3
WF B4
WF B5
WF B6
WF B7
WF B8
WF B9
WF B10
Flagged
WetlandsFlaggedWetlands
13" Norway Maple# 1.3
26" Tulip Poplar#1.5
15" Norway Maple#3.6
20" Black Maple#3.8
L-100
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
July 8, 2019
1"=20'
DE/JM
EXISTING CONDITIONS
The Location Of All Underground Utilities Shown Are Approximate
And Are Based Upon A Field Survey And Compilation Of Plans Of
Record. Berkshire Design Group, Inc. Does Not Warranty The
Location Of All Utilities Depicted. Only Record Information Provided
By The Respective Utility Owner And Independently Verified By
Berkshire Design Group, Inc. Is Shown Hereon. The Contractor,
Engineer, Or Architect Prior To Commencement Of Construction or
Design, Shall Verify The Location Of All Utilities And Contact Dig
Safe At 1-888-344-7233.
Reference Plans
1. "Plan Of Building Lots Belonging To James E. Hall Northampton, Mass." Dated: January 27, 1923 And
Recorded In Plan Book 6, Page 60A.
2. "Plan Of Proposed Street Off South St. Northampton, Mass. Showing Lots Of Abutting Owners"
Dated: July 31, 1924 By O.E. Brainard, Surveyor And Recorded In Plan Book 8, Page 1.
3. "Plan Of Land Of Isabella D. Mosley Est. Dewey Court Northampton, Mass." Dated: October 16, 1935
By Davis Engineering Company And Recorded In Plan Book 20, Page 6A.
4. "Plan Of Lot Off Dewey Court Northampton, Mass. Belonging To Joseph Skowronek" Dated:
September 9, 1941 By Davis Engineering Company And Recorded In Plan Book 25, Page 18A.
5. "Plan Of Land In Northampton, Mass. Belonging To Isabella D. Mosley Estate" Dated: July 16, 1941 By
Davis Engineering Company And Recorded In Plan Book 25, Page 28.
6. "Property Line Map State Aided Elderly Housing Northampton Housing Authority Northampton,
Hampshire County Commonwealth Of Massachusetts" Dated: February 15, 1966 By Almer Huntley Jr. &
Associates, Inc. And Recorded In Plan Book 69, Page 46.
7. ""Subdivision Approval Not Required" Plan Of Land In Northampton, Massachusetts Prepared For
The Estate Of Hortence Clapp Pollard" Dated: April 23, 2004 By Harold L. Eaton And Associates, Inc. And
Recorded In Plan Book 200, Page 39.
8. ""Subdivision Approval Not Required" Plan Of Land In Northampton, Massachusetts Prepared For
Northampton Historical Society" Dated: July 13, 2004 By Harold L. Eaton And Associates, Inc. And
Recorded In Plan Book 201, Page 19.
9. ""Subdivision Approval Not Required" Plan Of Land In Northampton, Massachusetts Prepared For
Polly Normand" Dated: July 14, 2014 By Harold L. Eaton And Associates, Inc. And Recorded In Plan Book
232, Page 39.
Owner Of Record
Raymond L. & Caroline C. Gottlieb
34 Dewey Court
Northampton, Massachusetts 01060
PID: 31D-217-001
Deed Book 1745, Page 340
Plan Book 20, Plan 6A
Notes
1. The Record Conditions And Boundary Retracement Survey Depicted Hereon Was Obtained
By A Partial Field Survey Between June 13-18, 2018 By The Berkshire Design Group, Inc.
2. The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation Of
Constructed Improvements, Natural Features, Observable Monuments, Obtainable Plans And
Deeds Of Record, Witness Testimony, And Any Other Plans And Deeds Which May Affect The
Locus Property At The Time And Date Of The Partial Field Survey.
3. This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist. A
Reasonable And Diligent Attempt Has Been Made To Observe Any Apparent, Visible Uses Of
The Land; However, This Does Not Constitute A Guarantee That No Such Easements Exist.
4. This Plan And Survey Were Prepared Using GNSS And Conventional Survey Methods. A Leica
TS15 Total Station Was Used Having An Accuracy Of 5" And 5 PPM. A Leica GS14 Network RTK
Was Used Having Subcentimeter Accuracy.
5. The Basis Of Bearings, Azimuths, And The North Arrow Shown Hereon Is The Massachusetts
State Plane Coordinate System (NAD83). The Basis Of The Elevations Depicted Hereon Is A Grid
Separation Calculation Based On Geoid12A Resulting In NAVD88.
JDS
PROPERTY LINE
35' NO BUILD
LINE
35' NO BUILD
LINE
Plantings
OOOOX X X X X X X X X X X X X X
OHWOHWOHWOHWD
D
MH
MH
S
S
W/F Shed1 Story
Wood Frame
Garage
#15
2 1/2 Story
Wood Frame
Building
#19
2 1/2 Story
Wood Frame
Building
1 Story
W/F
Garage
Porch1 StyDeck
Chimney
Treeline
Treeline
Woods
Woods
Path
Pathooo
oo
23"
28"
28"
28"
(Dead)20"
32"
20"
20"
22"
30" Black Maple
#3.7
27" Sugar Maple
#3.5
33" Sugar Maple
#3.4
23" Sugar Maple
#3.3
35" Sugar Maple
#3.2
46" Tulip Poplar
#3.1
8"(Dead)
12"
12"(Dead)Plant
ings
Plantings
Lawn
Plantings
38" Sugar Maple# 2.1
36" Norway Maple#2.2
Shrub
Shrubs
28" Tamarack
#1.6
18" Tulip Poplar#1.4
40" Tulip Poplar
#1.3B
48"
26" Sugar Maple# 1.2
21"
26" Sugar Maple#1.1
27"
Treeline
28"
27"20"
22"22"
33"
22"
26"
32" Red Maple#4.2
32" Norway Maple
#4.1
30"
24"
25"
22"
20"
#34
2 Story W/F
House
1 Story1 Sty
1 Sty
1 Sty
10"
46"
31"
(Dead)Shrubs/MulchLawn
Lawn
Bitumino
u
s
D
r
i
v
eBitum
inous
PavementPlantingsPlantings
CB
Rim:133.44'
Sump:131.4'CB
Rim:133.57'
Sump:131.4'
Bituminous Drive 6' High Sto
c
k
a
d
e
F
e
n
c
e
Shrubs/Plantings
Bit. CurbBitum
inous
Wa
lk
W.V.
G.V.
SMH(Record)
Rim:133.80'
Not Opened(Car Over)
Record Invert= -5.73'
CB
Rim:133.88'
Sump:130.4'Water Lines As MarkedSMH
Rim:118.39'
Bituminous
Drive
CB
Rim:117.90'
CB
Rim:117.98'
Sump:114.1'
DMH
Rim:118.05'Sewer Line As MarkedBit. CurbBituminous PavementBit. CurbBit. WalkDMH
Rim:117.48'
12"Trough:109.9'
SMH
Rim:117.39'
W.V.
W.V.
Hydrant
4"PVC
Invert Out: 118.88'
Stone
Retaining
Walls
Concrete Walk
Metal Railing
Overhang
R.D.
R.D.
R.D.
R.D.
Guy Wire
UP 03
FF(Thresh)El:133.80'
FF(Thresh)
El:135.99'
FF(Thresh)
El:128.54'
Plantings
Brick & Stone
Porch w/
Canopy
St
o
n
e
W
a
l
k
Stone Patio/
Brick & Stone
Steps
Wooden
Stairs
Concrete Walk
& Curb
Chimney
1
3
4
132133131130128
129
131
131
131
130 129128 127126125
1
2
1
1221231241
2
0
1
1
9
118
11713413
3
134 135135
134134
133
132
1
3
1
13
3
132 130131125120118129133132131
130
129
128 134130125120118119 118 118118Lawn
S
t
o
n
e
C
u
r
b 6"PVC111.8'6
"
P
V
C
1
1
2
.
7
'8"PVC111.7'8"PVC111.0'8"PVC110.9'8"
P
V
C
11
1
.
1
'
MH
Rim:127.57'
Record Sewer Line
TBM= Top Spindle
Of Hydrant
El:136.12'6" Water
D
Record
DMH 8"PVC114.8
'
W.V.
8"PVC
114.8'8"PVC114.0
'8"PVC114
.
1
'
114
.
1
'12"PVC111.1'G.V.
(Test)Approximate Gas Line LocationApproximate 8" Sewer Line LocationApproximate Water Line LocationApproximate 12" Drain Line Location12" Dra
in
(Reco
rd)8" Sewer
(Record)
4" Water
Record Sewer L
ine
8"VC122.1'8"VC122.0'Bit. Curb10"RCP130.4'10"AC131.4'12"AC131.6
'A 50
'
W
ide
C
ity
WayDewey CourtA 33' Wide Public WayFruit StreetNow Or Formerly
Mark A. Moggio
24 Dewey Court
Northampton, Massachusetts 01060
PID: 31D-216-001
Deed Book 5904, Page 332
Plan Book 6, Page 60A
22 Dewey Court
18 Dewey Court
Now Or Formerly
The Trustees Of The Smith College
108 South Street
Northampton, Massachusetts 01060
PID: 38B-035-001
Deed Book 1007, Page 531
No Plan Recorded
Now Or Formerly
The Trustees Of The Smith College
108 South Street
Northampton, Massachusetts 01060
PID: 38B-035-001
Deed Book 1007, Page 531
No Plan Recorded
Northampton Housing Authority
Now Or Formerly
Kenneth R. & Sandra G. Jodrie
21 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-230-001
Deed Book 3438, Page 166
No Plan Recorded
Now Or Formerly
James H. Brozoski
19 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-229-001
Deed Book 12986, Page 88
No Plan Recorded
Now Or Formerly
Bowles Enterprises, L.L.P.
11-15 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-228-001
Deed Book 5701, Page 271
No Plan Recorded
Now Or Formerly
Nancy W. Denig
25 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-218-001
Deed Book 11456, Page 273
Plan Book 25, Page 28
Now Or Formerly
Ezra B. Riber
21 Fruit Street
Northampton, Massachusetts 01060
PID: 31D-219-001
Deed Book 12166, Page 153
Plan Book 25, Page 28
S 48°48'27" ES 36°23'11" W
S 27°41'05" W
N 21°31'58"
E
S 11°3
9'
1
7
"
WN 76°15
'22"
WN 73°22
'01"
W
N 16°48'
5
3
"
E
N 21°35'42"
E
N 11°35'
2
2
"
E
S 49°54'17" EWF A1WF A2
WF A3
WF A4
WF A5
WF A6
WF A7 WF A8
WF A1
WF A9
WF A10
WF A11
WF A12
WF A13
WF A16
WF B1 WF B2
WF B3
WF B4
WF B5
WF B6
WF B7
WF B8
WF B9
WF B10
Flagged
WetlandsFlaggedWetlands
13" Norway Maple# 1.3
26" Tulip Poplar#1.5
15" Norway Maple#3.6
20" Black Maple#3.8
REMOVE EX. TREES,
GRIND STUMPS
EX. TREE TO REMAIN,
PROVIDE TREE
PROTECTION FENCING
EX. TREE TO REMAIN,
PROVIDE TREE
PROTECTION FENCING
REMOVE EX. TREES, GRIND
STUMPS
EX. TREE TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING
EX. TREES TO REMAIN. PROVIDE
TREE PROTECTION FENCE
EX. TREES TO REMAIN. PROVIDE
TREE PROTECTION FENCE
EX. TREES TO REMAIN. PROVIDE
TREE PROTECTION FENCE
EX. TREE TO REMAIN. PROVIDE
TREE PROTECTION FENCE
EX. TREE TO REMAIN. PROVIDE
TREE PROTECTION FENCE
REMOVE EX. GARAGE ANDFOUNDATION
EXISTING HOUSE AND
SURROUNDING PAVING
AND PLANTING TO
REMAIN, TYP.
EX. PLANTINGS
TO BE REMOVED, TYP.
SEE GRADING, DRAINAGE,
AND UTILITY PLAN FOR
INFORMATION REGARDING
EXISTING AND PROPOSED
SANITARY LINES
SEE GRADING, DRAINAGE,
AND UTILITY PLAN FOR
INFORMATION REGARDING
EXISTING AND PROPOSED
SANITARY LINES
SEE GRADING, DRAINAGE,
AND UTILITY PLAN FOR
INFORMATION REGARDING
EXISTING AND PROPOSED
SANITARY LINES
EX. TREE TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING
EX. TREE TO
REMAIN, PROVIDE
TREE PROTECTION
FENCING
L-200
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
July 8, 2019
1"=20'
DE/JM
DEMOLITION PLAN
Owner Of Record
Raymond L. & Caroline C. Gottlieb
34 Dewey Court
Northampton, Massachusetts 01060
PID: 31D-217-001
Deed Book 1745, Page 340
Plan Book 20, Plan 6A
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JDS
1. Existing conditions and topography taken from 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 in accordance with the detail provided and
Arborist tree assessment.
7. 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.
8. 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.
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.
Existing Conditions / Demolition Notes
TOTAL CALIPER INCHES REMOVED (For trees 20" caliper and above)TOTAL CALIPER RE-PLANTED ON SITE
112 CALIPER INCHES 0 CALIPER INCHES
Significant Existing Tree Removal (In Caliper Inches)
OOOOX X X X X X X X X X X X X X
Path
Pathooo
ooA 50
'
W
ide
C
ity
WayDewey CourtA 33' Wide Public WayFruit StreetEXISTING DRIVEWAY OPENING.
CUT EXISTING ROAD EDGE
CLEAN & MATCH NEW WITH
SMOOTH TRANSITION.
EXISTING TREES TO
REMAIN
PRECAST CONCRETE
CURB, TYP.
COVERED CARPORT
(6 SPACES)
PROPERTY LINE
CONCRETE WALK,
TYP.
ACCESSIBLE
CURB RAMP
DUMPSTER &
RECYCLING
ENCLOSURE
EXISTING HOUSE TO
BE RENOVATED
UNIT PAVER
PATIO, TYP. OF 5
STONE PATIO &
WALK TO REMAIN
'PARK' SPACE TO INCLUDE:
·MOWN LAWN
·BENCHES
·OUTDOOR GRILL
·PICNIC TABLE
NEW BIT. CONCRETE
PAVING
35' NO-BUILD LIMIT
WOOD DECK
STRIPED CROSSWALK
& HC SYMBOL
COMPACTED
GRAVEL PATH
CONNECTION
COMPACTED
GRAVEL PATH
PRECAST CONCRETE
CURB, TYP.STAIRS TO REMAIN
ELEVATED
BOARDWALK
WOOD SCREEN
FENCE
SEAT WALL
W/ GUARD RAIL
14'
11'-9"5'
5'5'20'20'
3
'3'
16'-4"
PROPERTY LINE
PROPERTY LINE
35' NO BUILD LIMIT
LIMIT OF WORK
LIMIT OF WORK
EXTEND SIDEWALK
TO CURB RAMP
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
L-300
JULY 8, 2019
1"=20'
CS
JDS
SITE PLAN
Zone:
Lot Size:
Frontage/Width:
Front Setback:
Side Setback:
Rear Setback:
Max. Height:
Open Space:
URC District
2,500 S.F. Min./Unit
10 Ft. Min.
15 Ft. Min.
20 Ft. Min.
50 Ft.
30%
50 Ft. Min.
Zoning Table
56,543 Sq. Ft.
50'
10 Ft.
15 Ft. at Carports
20 Ft. ±
89%
South St.: 18 Ft.*
42 Ft.
58%
Required Existing Conditions Proposed Conditions
34 Dewey Ct..
50'
10 Ft. Min.
20'20'
* Excludes Porch Overhang
56,543 Sq. Ft.
20 Ft. Min. (If over 40')
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.
Layout Notes
20 Ft. at Building
OOOOX X X X X X X X X X X X X X
OHWOHWOHWOHWD
D
MH
MH
S
S
Path
Pathooo
oo
W.V.
G.V.Water Lines As MarkedSMH
Rim:118.39'Sewer Line As MarkedSMH
Rim:117.39'
W.V.
W.V.
Hydrant
Guy Wire
UP 03
1
3
4
132133131130128
129
131
131
131
130 129128
127126125
1
2
1
1221231241
2
0
1
1
9
118
11713413
3
134 135135
134134
13
3
132
1
3
1
13
3
132 130131125120118129133132131
130
129
128 134130125120118119 118 1181186"PVC111.8'6
"
PV
C
1
12
.
7
'8"PVC111.7'8"PVC111.0'8"PVC110.9'8"
P
V
C
11
1
.
1
'
Record Sewer Line6" Water
D 8"PVC114.8
'
W.V.
8"PVC
114.8'8"PVC114.0
'8"PVC11
4
.
1
'
11
4
.
1
'12"PVC111.1'G.V.
(Test)Approximate Gas Line LocationApproximate 8" Sewer Line LocationApproximate Water Line LocationApproximate 12" Drain Line Location12" Dra
in
(Record
)8" Sewer
(Record)
4" Water
Record Sewer Line8"VC122.1'8"VC122.0'10"RCP130.4'10"AC131.4'12"AC131.6
'A 50
'
W
ide
C
ity
WayDewey CourtA 33' Wide Public WayFruit StreetDDDDDDDDDD
D
D
D
D
D
134134
134 134133134
133 134133134132
133133132133131
130
13113313
4
134
133
132125130132
D 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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
L-400
JULY 8, 2019
1"=20'
LC
CC
GRADING & UTILITY
PLAN
GRADING NOTES
1. All sidewalks and walkways shall conform
to the Massachusetts Architectural Access
Board's (AAB) requirements. Sidewalks and
walkways cross slopes should not exceed 2%
in any direction. Max slope along the main
path of travel shall not exceed 5.0%. Slopes
shall not exceed 2% in any direction in
accessible parking spaces or adjacent aisles.
2. All materials and construction methods
shall conform to the construction standards
and specifications of the City of
Northampton and the Massachusetts
Department of Transportation.
3. All dimensions, elevations, and layouts
shall be verified in the field by the contractor
and approved by the Landscape Architect
prior to beginning work.
4. All new or adjusted manholes, gas gates,
water gates, and water services to be flush
with finish grade.
5. Notify the Landscape Architect of any
discrepancies prior to construction.
6. Meet all grades at doorways flush.
7. Provide erosion control fabric on all slopes
3h:1v or steeper.
8. All drainage infrastructure including rain
gardens and stone trenches shall be
inspected and approved by the engineer at
all critical stages before the work is buried.
OOOOX X X X X X X X X X X X X X
Path
Pathooo
ooA 50
'
W
ide
C
ity
WayDewey Court
3 KL
3 PF
3 RG-VD
5 KL
4 RC
2 IG
3 FG
3 RC
5 RG-CO
2 RG-IV
2 RG-JD
2 RG-IV
3 RG-JH
3 CS
1 HV
3 IG
3 FG
3 RG-VD
4 RG-CS
1 RG-IV
2 RG-IV
3 RG-VD
8 RG-CO
5 RG-JH
1 IG
1 CS
1 HV2 IG
6 RA
3 CS
5 IG
1 HV
3 FG
3 PF
2 HV
7 IG
7 KL
1 HV
1 IG
3 HV
4 IG
11 VO
2 IG
6 KL
4 KL 2 PF
6 RC
16 RC
3 RG-IV
3 RG-JD
3 RG-CS
3 RG-CS
4 RG-IV
LAWN
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
7 IG
6 PF
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
L-500
JULY 8, 2019
1"=20'
CS
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.
11. All disturbed areas not plantings or mulch
shall be loam lawn seed mix.
PLANTING NOTES
Cephalanthus occidentalis "Sugar Shack"Dwarf Button Bush
PLANT LIST
KEY QTY LATIN COMMON SIZE NOTES
Shrubs
Note: All planting areas to receive 4" shredded hardwood mulch
Note: All planting areas to have spade cut edge alongside lawn areas
RAIN GARDEN PLANT LIST
Juniperus horizontalis "Bar Harbor"Creeping Juniper
Cornus stolonifera "Arctic Fire"Dwarf Red Tig DogwoodRG-CS
Shrubs
Ilex verticillata "Nana"Red Sprite WinterberryRG-IV
Viburnum dentatum "Blue Muffin"Arrowwood ViburnumRG-VD
RG-JH
RG-CO
Ilex verticillata "Jim Dandy"Winterberry PollinatorRG-JD
FG Fothergilla gardenii Dwarf fothergilla 36" o.c.
CS Cornus sericea 'Kelseyi'Dwarf Red Osier Dogwood23 5 Gal.24" o.c.
RA Rhus aromatica "Grow Low"Gro-Low Fragrant Sumac 30" o.c.51
51
5 Gal.
5 Gal.
5 Gal.24" o.c.
5 Gal.24" o.c.
5 Gal.18" o.c.
5 Gal.36" o.c.
5 Gal.18" o.c.
5 Gal.30" o.c.
5
30
35
2
3
12
PF Pieris floribunda Andromeda floribunda 36" o.c.51 5 Gal.
RC Rhododendron "Chionoides"Chionoides Rhododendron 48" o.c.51 5 Gal.
KL Kalmia latifolia "Elf"Dwarf Mountain Laurel 36" o.c.51 5 Gal.
VO Viburnum opulus "Nanum"Dwarf Cranberry Bush 24" o.c.51 5 Gal.
HV Hamamelis virginiana Witch Hazel 15' o.c.51 5 Gal.
IG Ilex glabra 'Shamrock'Inkberry Shamrock 30" o.c.17 5 Gal.
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).
NOTE: (WITHIN LIMIT OF WORK) ALL DISTURBED PLANTING AREAS OUTSIDE OF
PLANTED BEDS AND RAIN GARDENS SHOWN SHALL BE PLANTED WITH SEED MIX:
OOOOX X X X X X X X X X X X X X
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ooA 50
'
W
ide
C
ity
WayDewey CourtPathPath OOOOooo
oo
BOLLARD LIGHTS (11)MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 10MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 3.5MH: 12MH: 12MH: 12MH: 12MH: 12MH: 12MH: 120.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.20.50.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.70.80.30.10.62.41.10.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.40.20.20.42.02.41.10.40.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.00.80.30.39.21.41.40.80.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.07.99.34.31.40.50.31.02.42.93.00.90.10.00.00.00.00.00.00.00.00.00.00.00.00.00.09.012.06.82.20.80.40.415.20.60.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.011.89.23.41.10.50.314.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.011.511.34.91.60.60.31.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.010.212.06.72.20.80.40.69.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.012.38.73.11.00.50.53.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.011.410.54.31.40.60.71.90.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.010.212.15.81.80.81.09.65.51.81.71.10.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.012.07.22.30.80.51.20.70.50.40.10.10.10.52.11.50.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.09.57.82.60.70.30.51.50.20.10.00.00.10.20.50.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.06.25.91.70.50.21.04.90.80.10.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.35.40.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.16.84.50.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.11.31.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.38.30.70.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.40.70.40.20.10.10.00.00.00.00.00.00.00.00.00.07.28.03.81.20.50.20.10.10.00.00.00.00.00.00.00.08.911.16.52.10.70.30.10.10.00.00.00.00.00.00.00.011.79.03.21.10.40.20.10.00.00.00.00.00.00.011.010.84.91.50.50.20.10.10.00.00.00.00.00.09.812.66.82.10.70.30.10.10.00.00.00.00.00.00.012.28.42.70.80.30.10.10.00.00.00.00.00.00.09.18.52.80.70.20.10.00.00.00.00.00.00.05.60.00.00.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00'20'10'40'60'
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
L-600
JULY 8, 2019
1"=20'
CS
JDS,CC
PHOTOMETRIC
PLAN
TYPICAL WALL PACK
TYPICAL BOLLARD LIGHT
TYPICAL RECESSED CARPORT LIGHT
Luminaire Schedule
Symbol Qty Description Lum. Watts
11 Kim Pavilion PA7R-CH5-12L-020-3K7 21.73
15 Hubbell Outdoor SRT1-35-4K7-5M 35
7 BEGA 24374 15
Calculation Summary
Label Units Avg Max Min
CalcPts_1 Fc 0.80 15.2 0.0
Beyond Property Line Fc 0.00 0.0 0.0
RECESSED CARPORT
LIGHTING TYP.
BOLLARD LIGHTING
TYP.
SCONCE LIGHTING
AT PATIOS, TYP.
OOOOX X X X X X X X X X X X X X
Path
Pathooo
ooA 50
'
W
ide
C
ity
WayDewey CourtA 33' Wide Public WayFruit StreetSNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
SNOW
S
T
O
R
A
G
E
SNOW
S
T
O
R
A
G
E
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
L-700
JULY 8, 2019
1"=20'
CS
JDS,CC
SNOW STORAGE PLAN
L-800
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
AS SHOWN
LC/CS
DETAILS
NOTES
1.CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF
STRUCTURE PROHIBITS THE USE OF CONICAL SECTION.
2.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.).
3.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING.
5"
M
I
N
.1' TO 4'RISERSECTIONS3'-0" MIN.5" MIN.4'-0"Ø ±1"
5" MIN.
24"
MORTAR ALL JOINTS
FINISH GRADE AS SHOWN ON PLAN
CAST IRON MANHOLE COVER
FRAME TO BE SET IN
FULL BED OF MORTAR
BRICK AS REQUIRED TO ADJUST
TO GRADE (12" MAX.)
ECCENTRIC PRECAST CONICAL SECTION
"V" OPENING FILLED WITH NON-SHRINK MORTAR
UNDISTURBED OR COMPACTED SUBGRADE
POLYPROPYLENE MANHOLE STEP WITH
12" Ø GRADE 60 STEEL REINFORCEMENT
PRECAST CONCRETE RISER SECTION
6" (MIN.) COMPACTED GRAVEL BORROW ON ALL SIDES
PRECAST CONCRETE BASE SECTION
PIPE OPENINGS TO BE PRECAST
IN RISER/BASE SECTION
1-#3 BAR AROUND OPENINGS
FOR PIPES 18"Ø AND OVER, 1" MIN. COVER
COMPACTED 3/4" CRUSHED STONE6" MIN.PIPE BEDDING AS PER UTILITY TRENCH DETAIL
PIPE MATERIAL, SIZE & SLOPE
AS SHOWN ON PLAN
8"8"2' TO 4'BASE SECTION24"
FINISH GRADE (OR CURB) AS SHOWN ON PLAN
4'-0"Ø ±1"4'-0" MIN.2"5" MIN.18" MIN.5" MIN.2' TO 4'BASE SECTION6" MIN.FRAME TO BE SET IN
FULL BED OF MORTAR
5"
M
I
N
.
HINGED CAST IRON HOOD IN PAVED AREAS
(AS PER MA DOT STANDARD CATCH BASIN HOOD)
OUTLET PIPE; MATERIAL, SIZE &
SLOPE AS SHOWN ON PLAN
"V" OPENING FILLED WITH NON-SHRINK MORTAR
PRECAST CONCRETE RISER SECTION1' TO 4' RISERSECTIONSMORTAR ALL JOINTS
PIPE BEDDING AS PER UTILITY TRENCH REQUIREMENTS
COMPACTED GRAVEL BORROW
COMPACTED 3/4" CRUSHED STONE
UNDISTURBED OR COMPACTED SUBGRADE
NOTES
1.WEEP HOLES SHALL BE 4" SDR35 PVC PIPE 12" LONG PLACED THROUGH EACH
WALL OF CATCH BASIN. OUTSIDE END TO BE COVERED WITH 1/4" MESH,
GALVANIZED WIRE SCREEN. PLACE 1/4 CUBIC YARD 3/4" CRUSHED STONE
AROUND OUTSIDE END OF PIPE. USE MINIMUM OF 3 WEEP HOLES PER BASIN.
2.CONTRACTOR MAY UTILIZE PRECAST FLAT TOP SECTION WHERE DEPTH OF
BASIN PROHIBITS THE USE OF CONICAL SECTION.
3.CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI (MIN.).
4.STRUCTURE SHALL BE REINFORCED TO MEET OR EXCEED H20 LOADING.
BRICK AS REQUIRED TO ADJUST
TO GRADE (12" MAX.)
PRECAST CONICAL SECTION
WEEP HOLE (MIN. 3)
PRECAST CONCRETE BASE SECTION
BICYCLE-SAFE CAST IRON CATCH BASIN GRATE
6" MIN.8"8"
1
1
1
1VARIES
5'-0" MAX.MINIMUM COVERAGESEE NOTE 218"12"DD/2
6" MIN.
D + 24"
3'-0" MIN.EMBEDMENTMATERIAL12" MIN. AT PAVED AREAS
FINISH GRADE - SURFACE
VARIES, SEE PLAN
DETECTABLE WARNING TAPE TO RUN
CONTINUOUS WITH ALL UTILITIES
COMPACTED GRAVEL BORROW UNDER
PAVEMENT; COMPACTED SUITABLE
MATERIAL UNDER NON-PAVED AREAS
SEE NOTE 1
HAND-TAMPED BACKFILL
1" MINUS GRAVEL
HAND-TAMPED BEDDING
3/4" CRUSHED STONE
UNDISTURBED OR COMPACTED SUBGRADE
NOTES
1.NATIVE EXCAVATED MATERIAL THAT MEETS THE SPECIFICATIONS
FOR SUITABLE FILL MAY BE USED AS BACKFILL IN NON-PAVED AREAS.
SUITABILITY SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER.
2.MINIMUM COVERAGE REQUIREMENTS:
WATER: 5'-0"
SANITARY: 4'-0"
GAS: 2'-6"
ELECTRICAL/COMMUNICATION: 2'-0"
3.ENTIRE PIPE LENGTH SHALL BE FIRMLY SUPPORTED ON BEDDING.
Catch Basin (CB)
L-800
2
Not to Scale
NOTE:
1.YARD DRAIN DESIGN BASED ON NYLOPLAST YARD DRAIN STRUCTURE. THE
CONTRACTOR MAY SUBMIT AN ALTERNATIVE YARD DRAIN FOR REVIEW BY THE
ENGINEER. SUBSTITUTE STRUCTURE SHALL MEET OR EXCEED THE QUALITY OF
THE SPECIFIED STRUCTURE, IN THE OPINION OF THE ENGINEER.
2.IN GRASS AREAS, GRATE SHALL BE STANDARD (NON-PEDESTRIAN BEEHIVE STYLE)
GRATE. IN HARDSCAPE AREAS (CONCRETE, ASPHALT, PAVER, ETC.) GRATE SHALL
BE RATED PEDESTRIAN SAFE FOR ADA ACCESSIBLE ROUTE.
3.ALL GRATES SHALL BE DUCTILE IRON.
6" (MIN.)
6" (MIN.)
FINISH GRADE AS SHOWN ON PLAN
NYLOPLAST DUCTILE IRON FRAME & GRATE
TO MATCH STRUCTURE DIAMETER. IN HARDSCAPE AREAS,
A STANDARD DUCTILE IRON ADA ACCESSIBLE GRATE
SHALL BE USED. IN LANDSCAPE, A STANDARD DUCTILE
IRON BEEHIVE GRATE SHALL BE USED
NYLOPLAST DRAIN BASIN
12" DIA., OR AS SHOWN ON PLAN
GRAVEL BACKFILL
COMPACTED 3/4" CRUSHED STONE
UNDISTURBED OR
COMPACTED SUBGRADE
Utility Trench
L-800
3
Not to Scale
Yard Drain
L-800
4
Not to Scale
NYLOPLAST DRAIN BASIN
8" DIA., OR AS SHOWN ON PLAN
UNDISTURBED OR COMPACTED
SUBGRADE
NOTE: IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE INCREASED IN THE FIELD.
2-1/2''
8''
1-1/2''
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
Asphalt Roadway Paving
L-800
5
Not to Scale
Typical Curb Ramp
L-800
6
Not to Scale
CC/JDS
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 MESHWITH 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'
SEE PLAN
FOR WIDTH 6'-0''
MIN.
12:1 M
A
X
.
Concrete Paving
L-800
7
Not to Scale
Concrete Curb
L-800
8
Not to Scale
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Drain Manhole
L-800
1
Not to Scale
6''BITUMINOUS CONCRETE PAVING
AS DETAILED
PRECAST CONCRETE CURB
MATERIAL VARIES, SEE PLAN
3000 PSI*
UNDISTURBED OR
COMPACTED SUBGRADE
CONCRETE, TYP
12'' 10''MIN.95% MIN. DENSITYCOMPACTED GRAVEL BASE
* PROCEDURE DESCRIBED HEREIN IS APPLICABLE ONLY IF
CURB IS TO BE SET AFTER BASE AND/ OR BINDER COURSES
ARE IN PLACE OTHERWISE CONCRETE WILL BE ELIMINATED
AND GRAVEL BROUGHT UP TO BOTTOM OF BASE COURSE.
L-801
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
AS SHOWN
LC/CS
DETAILS
Rain Garden
L-801
1
Not to Scale
CC/JDS
PLANTING MEDIA
24"
COARSE GRAVEL FILL
UNDISTURBED OR
SCARIFIED SUBGRADE
-40% SAND-20% TOPSOIL-40% COMPOST
ELEV. VARIES
SEASONAL HIGH GROUNDWATER
DEPTH 24" (ELEV. VARIES)
UNDISTURBED OR COMPACTED
SUBGRADE
STONE DIAPHRAGM FILLED WITH
PARKING LOT OR
24''
TOP OF STONE DIAPHRAGM TO BE
VEGETATED SLOPE-LOAM AND SEED PER PLANTING PLAN
2" BELOW TOP OF PAVEMENT
2-4" DIA. STONE
24"
FILTER FABRIC
6"
3"
SIDESLOPE 4:1 MAX
3"
1'1'
EXISTING VEGETATED GROUND
PROPOSED GRADE
TOP OF BERM
3'-0"
OVER FILTER FABRIC
TOP OF BERM TOP OF BERMFLOW
RAIN GARDEN
B
B
6" RIPRAP (D50=4")
RAIN GARDEN
EXISTING VEGETATED
GROUND
A A
SECTION B-B
SECTION A-A
PLAN VIEW
5' WIDE GRANITE CURB
KEY IN FILTER FABRIC
LOAM & SEED
(SEE NOTE)
NOTES:
STONE FILLED TRENCH BEHIND COVERED PARKING SHALL INCLUDE A 6" PVC PERFORATED PIPE.
50' min.
8"min.
PUBLIC ROAD
GEOTEXTILE SEPARATION FABRIC
2"-3'' WASHED COARSE
EXIST. GROUND
FOR FULL WIDTH AND LENGTH
AGGREGATE
STABILIZED CONSTRUCTION ACCESS NOTES:
1. DIMENSIONS:WIDTH: 15' FLARED TO 25' AT ROADWAY
LENGTH: 50' MIN.
GRADE AND CROSS SLOPE: 2%
2. CLEAR ACCESS OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONAL MATERIAL.
3. GRAVEL PAD SUBGRADE SHALL BE GRADED SO THAT THE ACCESS WILL NOT DRAIN OFF SITE.
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD, SEDIMENT, ETC. FROM LEAVING THE SITE. SHOULD
MUD/SEDIMENT BE TRACKED OR WASHED INTO THE PUBLIC ROAD IT SHALL BE REMOVED IMMEDIATELY.
COVERED PARKING REAR WALL
DROP CURB
ADJACENT ROLLS SHALLTIGHTLY ABUT 12" DIA. SILT SOCK
SECTION
SILT FENCE TUCKED
UNDER STRAW WATTLE
SILT FENCE
SILT FENCE
ENTRENCHED 3"
FLOW
Erosion Control Barrier
L-801
2
Not to Scale
Stabilized Construction Entrance
L-801
3
Not to Scale
Stone Trench
L-801
4
Not to Scale
Rain Garden Rip Rap Overflow
L-801
5
Not to Scale
SECTION
ALL PRUNING BY QUALIFIED
ARBORIST TO ANSI A300
TIE ORANGE PLASTIC TAPE
FROM LOWEST OVER-
HANGING BRANCHES
INSTALL FENCING AT THE TREE
DRIP LINE PRIOR TO SITE WORK
& REMOVE ON COMPLETION.
PROTECT ROOT SYSTEM FROM
DAMAGE, COMPACTION,
CONTAMINATION, FILL &
EXCAVATION.
WATER TREE INSIDE FENCE
ORGANIC MULCH
TREE
PROTECTION
FENCINGDRIP LINE
PLAN
NOTES: 1. INSTALL FENCING AT THE TREE DRIP LINE PRIOR TO SITE WORK
AND REMOVE ON COMPLETION. INSTALL ORANGE PLASTIC
SAFETY MESH WITH METAL 'T' BAR STAKES.
2. VERIFY STATUS OF ALL TREES WITH LANDSCAPE ARCHITECT PRE-
CONSTRUCTION. LOCATE FENCE TO GROUP TREES AS DIRECTED
BY LANDSCAPE ARCHITECT.
3. IF PAVEMENT OR FOUNDATION EXIST OR ANY PROPOSED WORK
FALLS WITHIN DRIP LINE, FENCE MAY BE LOCATED INSIDE DRIP LINE.10' NO TRENCHING ZONE10'
Tree Protection Fence
L-801
6
Not to Scale
DECIDUOUSEVERGREEN
MULCH - 4" MIN. DEPTH
4" SAUCER
FINISH GRADE
PLANTING SOIL
EXISTING SUBGRADE
INCORPORATE COMMERCIALLY
PREPARED MYCORRHIZA SPORESIN THE SOIL AROUND THE ROOT
NOTE:PRUNE ALL DEAD OR BROKEN BRANCHES
CUT & REMOVE ALL TWINE& BURLAP OR ALL
6"
MIN.6"MIN.NOT AGAINST STEM
SYNTHETIC MATERIAL
FOR CONTAINER PLANTS:
MAKE THREE VERTICAL
CUTS IN ROOTBALL AND
LOOSEN
ENCIRCLING ROOTS
BALL AT RATES SPECIFIED BYMANUFACTURER
Shrub Planting
L-801
7
Not to Scale
TILLED & COMPACTED
SCREENED LOAM
FINISH GRADE
LAWN SEED MIX,
6"
SUBGRADE
AS SPECIFIED
Loam and Seed
L-801
8
Not to Scale
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
NOTE: THE CONTRACTOR SHALL EXCAVATE TO REMOVE "A" AND "B" SOIL HORIZONS
TO THE TOP OF GRAVELLY SUB-SOIL (APPROX DEPTH 36"-40") EXCAVATION BELOW
THE SECTION SHOWN IN THIS DETAIL SHALL BE BACKFILLED WITH COARSE GRAVEL.
EXCAVATION SHALL BE INSPECTED AND APPROVED BY THE ENGINEER PRIOR TOBACKFILLING.
Rim = SEE PLANNo grade adjustment
for a 4" high frame & cover
Contractor responsible for
grade adjustment
30'-4"
Plan
48'
Profile
Outlet
54'Hydroworks HS4i (48"Ø)
6'
30'30'4'6'36'24'12'Outet Inv. = SEE PLAN
Outlet (10"Ø )16'16'48'8'70'
Ø24'4'24'12'20'31'10'10'
L-802
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
AS SHOWN
LC, CS
DETAILS
MAINTENANCE PORT
THIS PORT IS USED TO PUMP WATER INTO THE SYSTEM AND RE-SUSPEND
ACCUMULATED SEDIMENT SO THAT IT MAY BE PUMPED OUT.
MINIMUM REQUIRED MAINTENANCE INCLUDES A QUARTERLY INSPECTION
DURING THE FIRST YEAR OF OPERATION AND A YEARLY INSPECTION
THEREAFTER. FLUSH AS NEEDED.
24" FRAME AND COVER
PAVED SURFACE
BACKFILL COMPACTED
TO 95% MODIFIED
PROCTOR DENSITY
12" DIA. PVC
MAINTENANCE PORT
12"
GEOGRID24"
TYP.
18"
MIN.
PIPE NOTCHING PATTERN
6"-10" NOTCHES CUT
IN SHADED AREAS
NON-CORROSIVE HOSE CLAMP
GEOTEXTILE
NON-CORROSIVE
SOLID PLATE
PLASTIC,
SLATE OR
EQUIVALENT
REINFORCED CONCRETE COLLAR
WHERE REQUIRED
1" +/- VENTING PERFORATIONS
FRONT VIEW
5.0'
PIPE
O.D.PIPE5.0'SIDE VIEWPIPEO.D.2'-0"
NOTE: CUT FABRIC AND
WRAP AROUND PIPE SO
THAT PIPE BUTS DIRECTLY
AGAINST ACF R-TANKᴴᴰ
PIPE EFFLUENT SHALL NOT
PASS THROUGH FABRIC
GEOTEXTILE
FABRIC
OVER ACF
R-TANKᴴᴰ
SECTION
STAINLESS
STEEL
BANDS
STAINLESS
STEEL
BANDS
NON-CORROSIVE
HOSE CLAMP OR TAPE
USED TO FASTEN
FABRIC TO PIPES TO
PREVENT BACKFILL
FROM ENTERING
STRUCTURE
GEOTEXTILE
FABRIC OVER
ACF R-TANKᴴᴰ
NON-CORROSIVE
HOSE CLAMP OR
TAPE USED TO
FASTEN FABRIC TO
PIPES TO PREVENT
BACKFILL FROM
ENTERING
STRUCTURE
GEOTEXTILE
FABRIC OVER
ACF R-TANKᴴᴰ
NOTES:
1.12 OZ/SY NONWOVEN GEOTEXTILE
2.FABRIC COLLAR TO FIT OUTSIDE DIAMETER OF INLET/OUTLET PIPE
NOTCH BOTTOM
OF PIPE (SEE
PATTERN)
INLET/OUTLET
PIPE
END VIEW OF PIPE/FABRIC CONNECTION.
CUT AN "X" IN THE FABRIC SLIGHTLY
LARGER THAN PIPE, PULL THE FABRIC
AROUND THE PIPE TO CREATE THE "BOOT"
AND THEN SECURE WITH A HOSE-CLAMP.
"X" CUT IN THE
FABRIC TO
ALLOW
PIPE/TANK
INTERFACE
GEOTEXTILE
FABRIC
SEE PLANS FOR PIPE SIZE
AND MATERIAL
R-TANK SINGLE
R-TANK MINI
R-TANK MINI
SEE PLANS FOR PIPE SIZE
AND MATERIAL
SEE PLANS FOR INVERTS
CONNECT HDPE PIPE TO SIS PER DTL's
THIS SHEET
R-TANK SINGLE
R-TANK MINI
R-TANK MINI
CONNECT HDPE PIPE TO SIS PER
DTL's THIS SHEET
SEE PLANS FOR INVERTS
TYP. MAINTENANCE PORT,
INSTALL IN PROXIMITY TO
PIPE CONNECTION
2 FT WIDE STONE
PERIMETER (TYP)
OUTLET PIPE - 8"
HDPE TO DMH#1
10" HDPE FROM
HS-4i
TYP. PIPE CONNECTION
(SEE DTL's THIS SHEET)
32.8'
11.3'
SUBSURFACE DETENTION
SYSTEM #2
ACF R-TANK 2 BOTTOM OF
STONE =128.50
BOTTOM OF R-TANK 128.75
TOP OF R-TANK = 130.75
TOP OF STONE = 131.75
MINIMUM COVER (FROM
TOP OF R-TANK) = 20"
MIN. FINISH GRADE = 132.20
D D D
D
D
D
D
D
D
74.6'
30.1'
53.9'
48.9'
10" HDPE FROM HS-4i
OUTLET PIPE - 8"
HDPE TO DMH#2
D D D
TYP. PIPE CONNECTION
(SEE DTL's THIS SHEET)
TYP. MAINTENANCE PORT,
INSTALL IN PROXIMITY TO
PIPE CONNECTION
D
D
D
D
D
D
D
D
8" HDPE FROM
RAIN GARDEN #2DDDD8" HDPE FROM ROOF
DRAINDDDDD8" HDPE FROM RAIN
GARDEN #3 DDDD8" HDPE FROM YARD
DRAIN
2 FT WIDE STONE
PERIMETER (TYP)
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
CC, JDS
Outlet From Subsurface Detention Systems
L-802
1
Not to Scale
Inlet to Subsurface Detention Systems
L-802
2
Not to Scale
R-Tank Inlet / Outlet Details
L-802
3
Not to Scale
Water Quality Unit - Hydroworks HS 4i (48" dia.)
L-802
4
Not to Scale
Fabric Pipe Boot for R-Tank
L-802
6
Not to Scale
Layout of Subsurface Detention System #2
L-802
7
Not to Scale
SIS Maintenance Port
L-802
8
Not to Scale
Layout of Subsurface Infiltration System #1
L-802
5
Not to Scale
L-803
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
AS SHOWN
LC/CS
DETAILS
CC/JDS
2
4
'
'
T
Y
P
.
WHITE PAINTED
EDGE OF PAVING
45°
STRIPES, TYPICAL
12''12''8'-0''6''
OR CURB,TYPICAL
T
Y
P
.
1
2
'
'
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Elevated Boardwalk
L-803
1
Not to Scale
2"±1''UNIT PAVERS
SAND
SETTING BED
8''BASE, 95% MIN. DENSITY
COMPACTED GRAVEL
COMPACTED SUBGRADE
UNDISTURBED OR
BROOM JOINTS FULL WITH
JOINTS TO BE HAND TIGHT,
STONEDUST
Unit Pavers
L-803
4
Not to Scale
18"8''
AND DETAILCONC. PAD, SEE PLAN
1'' WASHED STONE,
COLOR: LIGHT GREY
AND SLEEVE
6''12''
GALV. STEEL POSTS4'' DIA. SCH. 40
CANE BOLT ASSEMBLY
WELDED TO POST
5'' GALVANIZED HINGES,
HINGESOUTSIDE GATE FOR2''x 6'' VERTICAL BOARD
INSIDE GATE1''x 6'' BRACE
2''4''3'-2''MAX. SPACING8' O.C.
CEDAR CAP AND TRIM
COLOR: LIGHT GREY1'' WASHED STONE,6''12''2''BACKFILL, TYP.
UNDISTURBED ORCOMPACTED SUBGRADE
COMPACTED GRAVEL6'3'-2''4''3'-6''GALVANIZED
UNDISTURBED OR
CONCRETE FOOTING
3000 PSI
COMPACTED SUBGRADE
THUMB LATCHSELF LATCHING
FRONT ELEVATIONSIDE ELEVATION3''4''±
COMPACTED GRAVELBACKFILL
CAP WELDED TOTOP OF POST
Dumpster Enclosure
L-803
2
Not to Scale
WOOD CAP
MIN.12''6''2''GRANULAR BACKFILL
UNDISTURBED OR
COMPACTED SUBGRADE
WELL TAMPED6'5''x 5'' WOOD POSTS
WOOD SHADOWBOX GUARDRAIL
3'-6''6''8'-0" MAX.
Wood Screen Fence
L-803
5
Not to Scale 1'-6''1''
12''
1''12''
1''
GOSHEN STONE WALL
GRAVEL BACKFILL
UNDISTURBED OR
COMPACTED SUBGRADE
TOP CAP
16''VARIES, SEE PLAN6''DRY, BATTER FACE, HORIZONTALCOURSES PITCHED TO REAR
ONE FULL PIECE
AT LEAST THREE COURSES
IN 3' HEIGHT TO BE FULLTHICKNESS OF WALLVARIESSEE PLANStone Wall with Guardrail
L-803
6
Not to Scale
STEEL PICKET GUARDRAIL CORED INTO STONE WALL
PICKET SPACING 4" MAX.42"SECTION
3-2x12x16'-0" P.T. WOOD BEAMS,
2x6 P.T. WOOD PLANKS NAILED
TO BEAMS WITH 6" 16d. GALV. NAILS
8" CMU BASE, CONTINUOUS
OF BEAMS WITH 6" 16d. GALV. NAILS
2x12 P.T. HEADER NAILED TO END
PIECES TO BE NAILED TOGETHER
4'-0"
3" CRUSHED STONE LEVELING PAD
WETLAND CHANNEL
ELEVATION
EXISTING GRADE5'-0"
2'-0"
2"2"
MATERIAL VARIES, SEE PLANS
MATERIAL VARIES, SEE PLANS
Painted Crosswalk
L-803
3
Not to Scale
2''x 4'' PRESSURE TREATED
BRACING
TONGUE & GROOVE
WOOD POSTS
4''x 4'' PRESSURE TREATED
1''x 4'' FIRST GRADE CEDAR
GATE POST, SEE FRONT
ELEVATION
PLANKING
A-100
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
NOT TO SCALE
Kuhn Riddle Architects
FLOOR PLAN
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Kuhn Riddle Architects
Kuhn Riddle Architects
A-200
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
NOT TO SCALE
Kuhn Riddle Architects
ELEVATIONS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Kuhn Riddle Architects
Kuhn Riddle Architects
A-201
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
NOT TO SCALE
Kuhn Riddle Architects
ELEVATIONS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Kuhn Riddle Architects
Kuhn Riddle Architects
A-300
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
NOT TO SCALE
Kuhn Riddle Architects
BIRDS EYE VIEWS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Kuhn Riddle Architects
Kuhn Riddle Architects
A-301
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
NOT TO SCALE
Kuhn Riddle Architects
EXTERIOR
VIEWS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Kuhn Riddle Architects
Kuhn Riddle Architects
A-302
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
Design
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
34 DEWEY COURT
NORTHAMPTON, MASSACHUSETTS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
JULY 8, 2019
NOT TO SCALE
Kuhn Riddle Architects
EXTERIOR
VIEWS
FOR PERMITTING REVIEW ONLY
NOT FOR CONSTRUCTION
Kuhn Riddle Architects
Kuhn Riddle Architects