2020-05-11 55 Dryads - Revised Plan - Approved 5-19-20SHRUBS & BRUSHSIGN "NO
PARKING..."
WF
WF
HW 7
WF
HW 6
WF
HW 5
WF
HW 4
WF
HW 2
ELECMET
ELECMET
WOODS
6'Ø
SHRUB
3'Ø
SHRUB
SHRUBS
SHRUBS
10"
HICKORY
26"
OAK
SHRUBS &
PLANTINGS
18"
MAPLE
GROUND
COVER
GROUND
COVER
LAWN
GROUND
COVER
GROUND
COVER
GROUND
COVER
10"
HEMLOCK
24"
PINE
16"
PINE
26"
PINE
30"
LOCUST
30"
LOCUST
26"
OAK
10"
IRONWOOD
28"
HICKORY
20"
HEMLOCK
BRUSH
BRUSH
PORCH
P.
PORCH
PORCH
PORCH2 STORY
W/F
BRICK
PATIOCONC. PAVER WALKBULKHEAD
CLOTHES
LINECONC. 2½STORY
W/F
2½STORY
W/F
BIT. WALK
BIT.BIT.
DRIVE
CONC.PEASTONEW/ WOOD BORDERPEASTONEBULKHEAD
BIT. WALK
RD
BOLL.
BOLL.
T
R
A
I
L
GR
A
V
E
L
P
A
TH
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
V.
G
.
C
.V.G.C.BIT. WALK
CHAINLINKFENCECHAINLINKFENCEGARBAGE
LID
1
3
3
1331381391
4
0
1
4
5
1
5
0
155 1601651701751801851871381
4
0
1
4
5
1
5
0
1
5
5
16
0
180175170165160187186188187
1
8
518418318218
5
18
7
188
188
187 188192191
19018918
8
189
190
192
191191 19
1 193191
190
191 192192
189 190187188TBM
TOP SPINDLE HYDRANT
ELEV=192.97'
X
WOOD THESHOLD
ELEV=191.42'
X METAL THESHOLD
ELEV=191.44'
X
WOOD THESHOLD
ELEV=194.78'
WOOD THESHOLD
ELEV=194.85'
X
WOOD THESHOLD
ELEV=195.58'
X
1" I.P.
UP 0.2'
1¼" I.P.
UP 0.5'
BASE A.I.
UP 1.4'
SIGN
"UNEVEN
PATHWAYS"
SIGN
"DRYADS
GREEN"
SIGN "NO
PARKING..."200'
R
IVERFRONTBUFFER
MILL RIVER
D
DSTC
196195194190194193195189
188187186
193
194
193
190 19219119320'
15'WF HW-1
WF HW-2
WF HW-3
WF HW-4
WF HW-5
WF HW-6
WF HW-7Highwa
te
r
L
ine
PROPOSED PERMEABLE PAVER DRIVEWAY
TOTAL AREA WITHIN RIVERFRONT AREA: 330 SQ. FT.
(13 SF ASPHALT, 317 SF PERMEABLE PAVER)
55 DRYADS GREEN 35.2'3 FOOT WIDE PERMEABLE
PAVER WALK
MEAN ANNUAL
HIGH WATER LINE
ASPHALT APRON & CURB RETURNS SHALL BE
CONSTRUCTED TO NORTHAMPTON DPW STANDARDS
ALL DISTURBED SIDEWALK SHALL BE
REPLACED WITH ASPHALT SIDEWALK
CONSTRUCTED TO NORTHAMPTON DPW STANDARDS
WIDTH AND GRADE TO MATCH EXISTING
HEMLOCK ROWDrawn 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
55 DRYADS GREEN
NOTICE OF INTENT
AMENDMENT
PHOEBE McKINNELL
55 DRYADS GREEN
NORTHAMPTON, MASSACHUSETTS
C-0
MAY 11, 2020
1"=30'
CMC
DRIVEWAY PLAN
(2018)
0 603015 90
NOTES
1.MEAN ANNUAL HIGH WATER LINE DELINEATED BY
WENDELL WETLAND SERVICE, MAY 2018.
2.EXCAVATION AND CONSTRUCTION SHALL BE
COMPLETED IN A SINGLE DAY, OR THE DISTURBED
AREA SHALL BE PROTECTED FROM EROSION BY
STRAW WATTLES STAKED IN PLACE.
RELOCATE UTILITY POLE TO THE NORTHEAST
COORDINATE WITH UTILITY COMPANY
24" MINIMUM OFFSET FROM EDGE OF DRIVEWAY
SHRUBS & BRUSHSIGN "NO
PARKING..."
WF
WF
HW 7
WF
HW 6
WF
HW 5
WF
HW 4
WF
HW 2
ELECMET
ELECMET
WOODS
6'Ø
SHRUB
3'Ø
SHRUB
SHRUBS
SHRUBS
10"
HICKORY
26"
OAK
SHRUBS &
PLANTINGS
18"
MAPLE
GROUND
COVER
GROUND
COVER
LAWN
GROUND
COVER
GROUND
COVER
GROUND
COVER
10"
HEMLOCK
24"
PINE
16"
PINE
26"
PINE
30"
LOCUST
30"
LOCUST
26"
OAK
10"
IRONWOOD
28"
HICKORY
20"
HEMLOCK
BRUSH
BRUSH HEMLOCK ROWPORCH
P.
PORCH
PORCH
PORCH2 STORY
W/F
BRICK
PATIOCONC. PAVER WALKBULKHEAD
CLOTHES
LINECONC. 2½STORY
W/F
2½STORY
W/F
BIT. WALK
BIT.BIT.
DRIVE
CONC.PEASTONEW/ WOOD BORDERPEASTONEBULKHEAD
BIT. WALK
RD
BOLL.
BOLL.
T
R
A
I
L
GR
A
V
E
L
P
A
TH
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
CONC. CURB
V.
G
.
C
.V.G.C.BIT. WALK
CHAINLINKFENCECHAINLINKFENCEGARBAGE
LID
1
3
3
1331381391
4
0
1
4
5
1
5
0
155 1601651701751801851871381
4
0
1
4
5
1
5
0
1
5
5
16
0
180175170165160187186188187
1
8
518418318218
5
18
7
188
188
187 188192191
19018918
8
189
190
192
191191 19
1 193191
190
191 192192
189 190187188TBM
TOP SPINDLE HYDRANT
ELEV=192.97'
X
WOOD THESHOLD
ELEV=191.42'
X METAL THESHOLD
ELEV=191.44'
X
WOOD THESHOLD
ELEV=194.78'
WOOD THESHOLD
ELEV=194.85'
X
WOOD THESHOLD
ELEV=195.58'
X
1" I.P.
UP 0.2'
1¼" I.P.
UP 0.5'
BASE A.I.
UP 1.4'
SIGN
"UNEVEN
PATHWAYS"
SIGN
"DRYADS
GREEN"
SIGN "NO
PARKING..."200'
R
IVERFRONTBUFFER
MILL RIVER
D
DSTC
196195194190194193195189
188187186
193
194
193
190 1921911939'
9'WF HW-1
WF HW-2
WF HW-3
WF HW-4
WF HW-5
WF HW-6
WF HW-7Highwa
te
r
L
ine
PROPOSED PERMEABLE PAVER DRIVEWAY & WALK
TOTAL AREA WITHIN RIVERFRONT AREA: 330 SQ. FT.
55 DRYADS GREEN 43.5'MEAN ANNUAL
HIGH WATER LINE
CONCRETE APRON & CURB RETURNS SHALL BE
CONSTRUCTED TO NORTHAMPTON DPW STANDARDS
ALL DISTURBED SIDEWALK SHALL BE
REPLACED WITH CONCRETE SIDEWALK
CONSTRUCTED TO NORTHAMPTON DPW STANDARDS
WIDTH AND GRADE TO MATCH EXISTING
PROTECT EXISTING PARKING SIGN
DDDDD3'
DRAIN CLEANOUT
INV. 187.0
(18" COVER)
DRAIN CLEANOUT
INV. 185.0
FRENCH DRAIN WITH
100LF 6" PERF. HDPE @ 2.0%
3' x 6' SPLASH PAD
1-2" RIVER STONE
GROUNDCOVER BELOW OUTLET
SHAL REMAIN UNDISTURBED
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
55 DRYADS GREEN
NOTICE OF INTENT
AMENDMENT
PHOEBE McKINNELL
55 DRYADS GREEN
NORTHAMPTON, MASSACHUSETTS
C-1
MAY 11, 2020
1"=30'
CMC
PROPOSED
DRIVEWAY PLAN
0 603015 90
NOTES
1.MEAN ANNUAL HIGH WATER LINE DELINEATED BY WENDELL WETLAND
SERVICE, MAY 2018.
2.EXCAVATION AND CONSTRUCTION SHALL BE COMPLETED IN A SINGLE DAY,
OR THE DISTURBED AREA SHALL BE PROTECTED FROM EROSION BY STRAW
WATTLES STAKED IN PLACE.
3.PROVIDE TREE PROTECTION TO MEET NORTHAMPTON DPW STANDARDS.
PROPOSED TREE PROTECTION SHALL BE SUBMITTED TO THE TREE WARDEN
FOR APPROVAL PRIOR TO START OF WORK.
4.THE CONTRACTOR SHALL OBTAIN A DRIVEWAY PERMIT FROM
NORTHAMPTON DPW PRIOR TO THE START OF WORK.
RELOCATE UTILITY POLE TO THE NORTHEAST
COORDINATE WITH UTILITY COMPANY
24" MINIMUM OFFSET FROM EDGE OF DRIVEWAY
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
55 DRYADS GREEN
NOTICE OF INTENT
AMENDMENT
PHOEBE McKINNELL
55 DRYADS GREEN
NORTHAMPTON, MASSACHUSETTS
C-2NONE
CMC
PERMEABLE PAVER
DETAIL
EXTEND GRAVEL 12'' BEYOND EDGE OF
PAVING WHERE ROAD IS NOT CURBED
UNDISTURBED OR SCARIFIED SUBGRADE
CHOKER STONE COURSE CONSISTING OF
HANOVER PERMEABLE PAVERS (OR EQUAL)
12''
12"
4''
FILTER COURSE
2 INCH MINUS BANK RUN GRAVEL
8"
RESERVOIR COURSE
3/4" WASHED CRUSHED STONE
AASHTO NO. 57 AND AASHTO NO. 3 GRADATIONS
RESERVOIR FLOOR TO BE FLAT
SPACING AS PER MANUFACTURER GUIDANCE
SPACES FILLED WITH 1/4" WASHED CRUSHED STONE
NOTE
1.IF UNSUITABLE CONDITIONS ARE ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE
INCREASED IN THE FIELD.
2.GRAVEL BASE MATERIAL SHALL BE A NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF
NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND,
WITH 100% PASSING A 2" SIEVE, AND NO MORE THAN 90% PASSING A NO. 200 SIEVE.
3.3/4" WASHED CRUSHED STONE SHALL MEET THE GRADATION REQUIREMENTS SPECIFIED
IN MASS DOT STANDARD SPECIFICATIONS SECTION M2.01
4.PAVERS MAY BE LAID SO THAT SURFACE GRADE IS FLAT. IF IT IS NECESSARY TO SLOPE THE
SURFACE, THE RESERVOIR FLOOR SHALL REMAIN FLAT AND THE THICKNESS OF OTHER
LAYERS SHALL VARY. DIMENSIONS FOR LAYER THICKNESS SHOWN HERE SHALL BE
MINIMUM THICKNESSES.
16 GAUGE STEEL LANDSCAPE EDGING
STAKED IN PLACE EVERY 18"
BORDER CONCEPTS IRON EDGE (OR EQUAL)
MAY 11, 2020
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
55 DRYADS GREEN
NOTICE OF INTENT
AMENDMENT
PHOEBE McKINNELL
55 DRYADS GREEN
NORTHAMPTON, MASSACHUSETTS
C-2NONE
CMC
FRENCH DRAIN DETAIL
RESTORE WITH LOAM & SEED
LOAM TOPSOIL
SAND OR GRAVEL BORROW
12" (MIN.)
6" (MIN.)
24" (MIN.)
3/4" WASHED, CRUSHED STONE
NON-WOVEN GEOTEXTILE FILTER FABRIC
SURROUNDING ENTIRE TRENCH WITH
12" (MIN.) OVERLAP
18" (MIN.)
6" PERFORATED HDPE6"6"
MAY 11, 2020