92 Emerson Site Plan 2019-09-11SIDE SETBACKFRONT SETBACK
PROPOSED THREE (3)
BEDROOM DWELLING
FFE = 345.83
GFE = 343.50
340350341342
343
344
345
TW=349±
BW=345±
EX. SIDEWALK
TW=347±
BW=344±
SCREENED
PORCH GREEN
HOUSE
FRONT PORCH
350
348
346
344 341
344
343
8%
348
346
3:1 SLOPE
+345.0
343
342
+ 344.8
350
345.0 +344.5 +345
345
3443
4
33443:1
345346345346352
PR. WALL
EX. DRAINAGE EASEMENT
AND SIDE SETBACK
TIE DRAIN INTO
EX. DRAINAGE STRUCTURE
PR. FRENCH DRAIN
AND SWALE
6" HDPE DRAIN @
1% MIN SLOPE
END SWALE AND FRENCH DRAIN AT PROP.
12" YARD DRAIN - RIM 342.9
INVERT TO BE DETERMINED BASED ON
ELEVATION OF DRAIN ON EMERSON WAY
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
HARKAWIK/RENNIE
92 EMERSON WAY
NORTHAMPTON, MA 01060
C-1
JUNE 3, 2019
1"=10'
LC
SITE PLAN
Water Service Connection
C-1
1
Not To Scale
Bituminous Driveway Pavement
C-1
2
Not To Scale
12"
1-1/2" MassDOT HMA TOP COURSE
1-1/2" MassDOT HMA BINDER COURSE
8" COMPACTED GRAVEL BASE
(95% MIN DENSITY)
NOTE: IF UNSUITABLE CONDITIONS ARE
ENCOUNTERED, DEPTH OF BASE MATERIAL MAY BE
INCREASED IN THE FIELD.
UNDISTURBED OR COMPACTED SUBGRADE
6''x12" CONTINUOUS
TRENCH FILLED WITH
FLOW
FILTER FABRIC STAPLED
2" X 2" HARDWOOD
STAKE, 8' 0.C.±
TO POSTS, BURY ENDOF FABRIC UNDER STONE
2" x 2" HARDWOOD
STAKE, 8'-0'' O.C.±
UNDISTURBED GROUND
FINISH GRADE OR
1-1/2" CRUSHED STONE
Silt Fence
C-1
3
Not To Scale
2''-3'' WASHED STONE,
COMPACT IN 12'' LIFTS
FINISHED GRADE
12'' MIN. OVERLAP
SOIL SEPARATOR FABRIC
UNDISTURBED OR
COMPACTED SUBGRADE
OVER TOP
2''-3'' WASHED ROUND RIVER STONE,
4" PERFORATED PIPE
SLOPE
A
W
A
Y
F
R
O
M
B
L
D
G
SWALE - 3" DEPTH MIN.
NOTE: DEPTH OF FRENCH DRAIN AND PERFORATED PIPE DRAIN MAY BE
MODIFIED BASED ON YARD DRAIN INVERT AND EX. DRAIN INVERT ON
EMERSON WAY.
French Drain
C-1
4
Not To Scale