100723 king st L1.L2.L3.S11°18'25"E
65.98'
S8
1
°
5
4
'
4
3
"
W
82
.
4
2
'
N11°54'04"W
65.93'
N8
1
°
5
1
'
1
8
"
E
83
.
1
0
'
X
133.7 X
133.9
131.8
X
131.65
X
X
131.9
X
131.8
133.28
X
KING STREET
HEDGE
WA
T
E
R
SE
R
V
I
C
E
AP
P
R
O
X
I
M
A
T
E
X
EP=134.28
TC=134.85
X
EP=134.55
TC=135.12
X
EP=134.87
TC=135.37
X
EP=135.07
134.8
X
132.6
X
135.0
X
X
133.55
X
132.15
131.27
X
131.65
X
X
131.2
131.6
X
132.06
X
133.32
X
X
135.40
X
135.65X
135.02
135.46
X
2N
D
FL
O
O
R
LA
N
D
I
N
G
131
132
133
13
2
132
134
134
13
5
13
5
135
135
133
SITE DEMOLITION AND PREPARATION
BASE TOPOGRAPHY AND UTILITY LOCATIONS WERE COMPILED BY
HERITAGE SURVEYS, SOUTHAMPTON, MA. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING SURVEY INFORMATION AND UTILITY
CONNECTIONS PRIOR TO CONSTRUCTION.
PROPERTY LINE IS LIMIT OF WORK.
remove tree stump and
roots within property line
taking care not to disturb
abutting properties
cut back privet hedge
within property line to
3' ht. Remove 3 1/2
foot section to
construct walk.
Protect hedge during
construction
stockpile existing topsoil
remove
old conc.
walks
see L/O
Plan for
location
SCALE 1" = 10'-0"
GRADING AND LAYOUT NOTES:
1. USE DIMENSIONS. DO NOT SCALE
DRAWINGS.
2. ALL PAVING AND SITE IMPROVEMENTS
SHALL BE STAKED OUT IN THE FIELD AND
APPROVED BY LANDSCAPE ARCHITECT
PRIOR TO CONSTRUCTION.
3. WHERE NEW PAVING OR EARTHWORK
MEETS EXISTING PAVING OR
EARTHWORK, SMOOTHLY BLEND LINE OF
EXISTING WITH NEW.
4. ALL DISTURBED AREAS INSIDE AND
OUTSIDE OF PROJECT LIMIT OF WORK
SHALL BE RAKED, SMOOTHED, AND
SEEDED UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL VERIFY
EXISTING GRADES IN THE FIELD AND
REPORT ANY DISCREPANCIES
IMMEDIATELY TO LANDSCAPE ARCHITECT
PRIOR TO STARTING WORK.
7. ALL GRADES MUST PITCH AWAY FROM
HOUSE
(typ.)
Landscape
architect to
approve
bollard
placement
prior to
installation
CONFIRM LOCATION AND DEPTH OF
SEWER LINE
UNIT 2
190 S.F.
UNIT 1
252 S.F.
COMMUNITY
ROOM
235 S.F.
H.C.
PUBLIC
TOILET
RAMP
UTILITY
KING STREET
CONCRETE SIDEWALK
GRANITE CURB
HEDGE
APPROXIMATE LOCATION OF
SANITARY SEWER SERVICE CONNECTION
NO RECORD OF EASEMENT FOUND
PP
WA
T
E
R
SE
R
V
I
C
E
AP
P
R
O
X
I
M
A
T
E
BASEMENT
FFE
+129.42
2N
D
FL
O
O
R
LA
N
D
I
N
G
PORCH
131
132
133
13
2
132
134
134
13
5
13
5
135
135
PROPOSED
RESIDENTIAL
LOBBY ADDITION
240 S.F.
RAMP UP TO
NEW FRONT
PORCH
FFE: 132.69
FFE +129.42
+129.42
RAMP
0'2'4'6'12'24'
+129.27
1%
+135.19
+135.27
+131.77
+T. seatwall 130.6
28%
131
132
1%
133
+132.3
3:1
LP 131.1 4 CY
dumpster
gate
service gate
132
meld with existing grade at property line
3:1
1%bit. conc. pad
+131.9
14%13
1
13
2
+1
3
2
.
3
6 timber steps6" risers
12" treads
+132.5 +132.5
133
134
135
1%
+LP 132.25
1%
133
downspout
1%
fence
with
gate
pe
r
m
e
a
b
l
e
pa
v
e
r
s
patio
permeable
pavers
permeable
pavers
permeable
pavers
+136.8
conc. pad
96 G
96 G
96 G
4 bo
l
l
a
r
d
s
+132.69
wall light
6"
gu
t
t
e
r
wall
light
wall light
attached to 6x6"
post to light steps
pe
r
m
e
a
b
l
e
pa
v
e
r
s
pe
r
m
e
a
b
l
e
pa
v
e
r
s
hosebib
hosebib
round
stone
permeable pavers
3'-0"
5'-0"
1'-0"
10'-0"
10
'
-
0
"
1'-6"
5'
-
6
"
4'
-
6
"
2'-2"
3'
-
0
"
4'-
0
"
4'-0"
14'-0"
13
'
-
0
"
6"
20
'
-
8
"
bit conc.
4'-11"
5 bike racks
6'-
0
"
1'
-
0
"
3'-0"
round stone
FENCE1
L3
dashed line 5' high
Board Stockade
fence and service
gate
2'-7"
15'-4"
ro
u
n
d
st
o
n
e
10'-9"
window wells
approx.
FL
U
S
H
WI
T
H
AB
U
T
T
I
N
G
BI
T
.
CO
N
C
.
remove 3 1/2 foot
section of existing
hedge
STEPS2
L3 TRENCH DRAIN 3
L3
SEATWALL 4
L3
PERMEABLE PAVING5
L3
PERGOLA6
L3
3' x 3'
conc pad
for AC
condenser
gas meter
el
e
c
t
.
me
t
e
r
s
9'-0"
wall light
attached to 6x6"
post with motion
sensor
xwall light attached to top
of 6x6" fence post with
motion sensor
SCALE: 3/16 INCH = 1 FOOT
permeable
pavers
roof line
roof line
5'-0"
3'
-
0
"
permeable
pavers
CO
N
F
I
R
M
LO
C
A
T
I
O
N
path
light
path
light
path
light
1'-0"
EX
I
S
T
I
N
G
OV
E
R
H
E
A
D
UT
I
L
I
T
Y
LI
N
E
S
2'-0"
roof line
no downspout
6"
gu
t
t
e
r
downspout
grade away from
building at corners
135
134
133
132
FL
U
S
H
WI
T
H
AB
U
T
T
I
N
G
BI
T
.
CO
N
C
.
bit conc.132.5+
+134.6
132.2+
exact location
of fence posts
to be
determined in
the field
3'-0
"
stone
drywell
BIT.CONC.7
L3
PEASTONE8
L3
bench
LANDING
8'-0"9"
5'
-
4
"
location of walkway
aligns with lobby
addition
5'
-
1
0
"
3'-6"
9'
-
1
1
"
4'-8"
Drawing No.
2901Job No.:
Rev.
5/14/10
AS NOTED
Title:
Date:
Scale:
File:File Name
Date
LAYOUT, MATERIALS
AND GRADING PLAN
, Inc.
e-mail fgaoffice@fordgillen.com
Gillen
Ford
tel 413-253-2528
fax 413-256-1553
409 Main Street
Architects
Amherst, MA 01002
NORTHAMPTON, MA
RENOVATION
98 KING ST
Owner
MEP Engineers
Leverett, MA 01054
94 Cave Hill Road
e-mail thompson.chla@wildblue.net
Elizabeth Thompson
tel 413-367-9180
fax 413-367-9181
Landscape Architect
Structural Engineer
Whetstone Engineering
Robert Leet
P.O. Box 881
Wendell, MA 01379
Tel:/Fax (978) 544-8000
Millers Falls, MA 01344
16 Prospect St.
e-mail saranoh@aol.com
Sara Campbell
tel (413) 423-3581
Civil Engineer
fax 413-586-7521
Northampton, MA 01060
30 Market St.
tel. 413-586-5855
Valley Community Development Corp.
435 Cottage Street
e-mail elindgren@lindgrensharples.com
Lindgren & Sharples, P.C.
tel 413-732-4336
fax 413-731-0786
Springfield, MA 01104-4005
Consulting Engineers, Inc.
L.1
Cave Hill Landscape Architects
PLANT LIST
QTY BOTANICAL NAMECOMMON NAMESIZEspacingcultural requirements
TREES
1 Cornus florida 'Cherokee Princess'flowering dogwood2 - 2 1/2" cal acid, well drained, w organic matter
3 Gleditsia triacanthos inermis 'Halka'Halka honeylocust2 1/2 -3" cal moist, well drained
SHRUBS
1 Ilex verticillata 'jim dandy'winterberry male5 gal pot moist, acid, w organic matter
3 Ilex verticillata 'red sprite'winterberry female5 gal pot moist, acid, w organic matter
9 Leucothoe fontanesianadrooping leucothoe3 gal pot moist, acid, w organic matter
115 Vaccinium angustifolium 'Brunswick'blueberry1 gal pot16" OC moist, acid, w organic matter
4 Vaccinium corymbosum 'Northland'blueberry4 gal pot moist, acid, w organic matter
VINES
5Clematis paniculata sweet autumn clematis2 gal pot well-drained, moist soil
3Hydrangea anomala petiolaris climbing hydrangea3 gal pot well-drained, moist soil
6Parthenocissus quinquefoliavirginia creeper3 gal pot adaptable
GROUND COVERS/PERENNIALS
48Athyrium filix-feminalady fern2 yr plants16" OC organic matter
16Dryopteris erythrosoraautumn fern2 yr plants16" OC moist, well drained w organic matter
148Galium odoratumsweet woodruff2 yr plants12" OC moist, well drained w organic matter
330Vinca minorperiwinkleflats10" OC adaptable
50Geranium maculatum x 'pink penny'cranesbill2 yr plants18" OC moist, well drained w organic matter
9Helleborus niger Christmas rose2 yr plants18" OC moist, well drained w organic matter
9Hosta 'Diana Remembered'plantainlily2 yr plants24" OC moist, well drained w organic matter
3Hosta 'Krossa Regal'plantainlily2 yr plants24" OC moist, well drained w organic matter
60Lamium maculatum 'White Nancy'spotted dead nettle2 yr plants15" OC adaptable
round river stones between
6" to 9" dia.
4-6" base course 3/4" washed
fractured open graded stone--#57
aggregate
compacted subgrade
top align round stones
Cut top bands of wire baskets
and fold away from top of root ball.
Fold burlap away from top of
root ball and cut away excess.
4" built up earth saucer
3" shredded bark mulch
extend to 6' dia. circle
(Do not place in contact
with tree trunk.)
Before planting, add 4" of compost
and till into top 6" of prepared soil.
4" to 6" deeper than root ball
Prepared soil for trees
Set root ball on firm pad,
top of root ball flush to grade.
Tamp soil solidly around
base of root ball.
Dig wide shallow hole with
tapered sides. Minimum width
of prepared soil shall be
3 times diameter of root ball.
Do not stake or wrap trunk.
Mark north side in the nursery and
locate north in the field.
NOT TO SCALE
TREE PLANTING
GROUNDCOVER/PERENNIAL PLANTING
SCALE: NONE
PLANTING SOIL MIXTURE
SEE PLANTLIST
SHREDDED BARK MULCH.
INSTALL BEFORE PLANTING
MI
N
.
SCARIFY SURFACE OF
SUBGRADE
6"
TEMPORARY EARTH SAUCER
PLANTING SOIL MIXTURE
COMPACTED SUBGRADE
3" BARK MULCH
NOT TO SCALE
SHRUB PLANTING
DE
P
T
H
OF
RO
O
T
B
A
L
L
,
18
"
MI
N
.
VARIES
SEE PLANT LIST
MAINTAIN ORIGINAL GRADE OF ROOT
FLARE AFTER TRANSPLANTING AS
EXISTED AT THE NURSERY
LOAM IN PLANTING AREAS TO 6"
MIN. DEPTH
ROLL BACK BURLAP 1/3 PRIOR
TO BACKFILL
1
L.2
2
L.2
3
L.2
4
L.2
ROUND STONE
PLANTING NOTES:
1. THE PLANTING PLAN IS DIAGRAMMATIC
IN NATURE. PLANT MATERIALS SHALL BE
LAID OUT IN THE FIELD BY CONTRACTOR
AND APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO PLANTING.
2. NO PLANT SUBSTITUTIONS SHALL BE
ALLOWED UNLESS AUTHORIZED BY
LANDSCAPE ARCHITECT AND APPROVED
BY CLIENT.
3. ALL PLANT BEDS AND TREE SAUCERS
TO RECEIVE 3" SHREDDED BARK MULCH.
4. ALL PLANTS SHALL CONFORM TO
MASSACHUSETTS NURSERYMAN'S
STANDARDS.
5. THE CONTRACTOR MUST BE
EXTREMELY CAUTIOUS WHILE PLANTING
IN ORDER TO AVOID DAMAGING EXISTING
UTILITIES.
7. CONTRACTOR SHALL PROVIDE ONE
YEAR WARRANTY ON PLANT MATERIALS
FROM DAY OF SUBSTANTIAL
COMPLETION.
8. GROUNDCOVERS DEPTH OF LOAM TO
BE 8". SHRUB AND TREE DEPTH OF LOAM
TO BE EQUAL TO DEPTH OF ROOTBALL.
(typ.)
Landscape
architect to
approve
bollard
placement
prior to
installation
CONFIRM LOCATION AND DEPTH OF
SEWER LINE
UNIT 2
190 S.F.
UNIT 1
252 S.F.
COMMUNITY
ROOM
235 S.F.
CONCRETE SIDEWALK
GRANITE CURB
HEDGE
APPROXIMATE LOCATION OF
SANITARY SEWER SERVICE CONNECTION
NO RECORD OF EASEMENT FOUND
PP
WA
T
E
R
SE
R
V
I
C
E
AP
P
R
O
X
I
M
A
T
E
BASEMENT
FFE
+129.42
PORCH
PROPOSED
RESIDENTIAL
LOBBY ADDITION
240 S.F.
RAMP UP TO
NEW FRONT
PORCH
FFE: 132.69
FFE +129.42
+129.42
RAMP
0'2'4'6'12'24'
+129.27
1%
+135.19
+135.27
+131.77
+T. seatwall 130.6
28%
131
132
1%
+132.3
3:1
LP 131.1 4 CY
dumpster
gate
service gate
132
meld with existing grade at property line
3:1
1%bit. conc. pad
+131.9
14%13
1
13
2
+1
3
2
.
3
6 timber steps
6" risers
12" treads
+132.5 +132.5
133
134
135
1%
+LP 132.25
1%
133
downspout
1%
fence
with
gate
pe
r
m
e
a
b
l
e
pa
v
e
r
s
patio
permeable
pavers
permeable
pavers
permeable
pavers
+136.8
conc. pad
96 G
96 G
96 G
4 bo
l
l
a
r
d
s
+132.69
6"
gu
t
t
e
r
pe
r
m
e
a
b
l
e
pa
v
e
r
s
pe
r
m
e
a
b
l
e
pa
v
e
r
s
hosebib
hosebib
round
stone
3/4" peastone
between building
and 6" outside drip
edge (typ)
GALIUM ODORATUM
HYDRANGEA PETIOLARIS
ATHYRIUM FILIX-FEMINA
3
CLEMATIS PANICULATA
5
ATHYRIUM FILIX-FEMINA
VACCINIUM ANGUSTIFOLIUM
140
CORNUS FLORIDA
GLEDITSIA TRIACANTHOS INERMIS 'HALKA'
3
HOSTA 'KROSSA REGAL'
3
HOSTA 'DIANA REMEMBERED'
9
DRYOPTERIS ERYTHROSORA
16
LAMIUM 'WHITE NANCY'
60
HELLEBORUS NIGER
9
GLEDITSIA TRIACANTHOS INERMIS 'HALKA'
1
1
existing privet hedge
PARTHENOCISSUS QUINQUEFOLIA
3
LEUCOTHOE FONTANESIANA
9
ILEX VERTICILLATA 'JIM DANDY'
1
ILEX VERTICILLATA 'RED SPRITE'
3
permeable pavers
bit conc.
5 bike racks
100
24
GERANIUM MACULATUM X 'PINK PENNY'
40
GALIUM ODORATUM
24
24
PARTHENOCISSUS QUINQUEFOLIA
3
round stone
dashed line 5' high
Board Stockade
fence and service
gate
ro
u
n
d
st
o
n
e
window wells
approx.
FL
U
S
H
WI
T
H
AB
U
T
T
I
N
G
BI
T
.
CO
N
C
.
remove 3 1/2 foot
section of existing
hedge
VACCINIUM 'NORTHLAND'
4 GALIUM ODORATUM
24
3' x 3'
conc pad
for AC
condenser
gas meter
el
e
c
t
.
me
t
e
r
s
VINCA MINOR330
SCALE: 3/16 INCH = 1 FOOT
permeable
pavers
roof line
roof line
permeable
pavers
CO
N
F
I
R
M
LO
C
A
T
I
O
N
EX
I
S
T
I
N
G
OV
E
R
H
E
A
D
UT
I
L
I
T
Y
LI
N
E
S
roof line
no downspout
6"
gu
t
t
e
r
downspout
grade away from
building at corners
135
134
133
132
FL
U
S
H
WI
T
H
AB
U
T
T
I
N
G
BI
T
.
CO
N
C
.
bit conc.132.5+
+134.6
132.2+
stone
drywell
bench
LANDING
location of walkway
aligns with lobby
addition
MEP Engineers
Consulting Engineers, Inc.
Drawing No.
2901Job No.:
Rev.
5/14/10
AS NOTED
Title:
Date:
Scale:
File:File Name
Date
PLANTING PLAN
, Inc.
e-mail fgaoffice@fordgillen.com
Gillen
Ford
tel 413-253-2528
fax 413-256-1553
409 Main Street
Architects
Amherst, MA 01002
NORTHAMPTON, MA
RENOVATION
98 KING ST
Owner
MEP Engineers
Leverett, MA 01054
94 Cave Hill Road
e-mail thompson.chla@wildblue.net
Elizabeth Thompson
tel 413-367-9180
fax 413-367-9181
Landscape Architect
Structural Engineer
Whetstone Engineering
Robert Leet
P.O. Box 881
Wendell, MA 01379
Tel:/Fax (978) 544-8000
Millers Falls, MA 01344
16 Prospect St.
e-mail saranoh@aol.com
Sara Campbell
tel (413) 423-3581
Civil Engineer
fax 413-586-7521
Northampton, MA 01060
30 Market St.
tel. 413-586-5855
Valley Community Development Corp.
435 Cottage Street
e-mail elindgren@lindgrensharples.com
Lindgren & Sharples, P.C.
tel 413-732-4336
fax 413-731-0786
Springfield, MA 01104-4005
Consulting Engineers, Inc.
L.2
Cave Hill Landscape Architects
MIN 8"
2"
MIN 12" TOTAL
1'
-
4
"
1'-6 1/2"
95% compacted 3/4" stone
wrapped in filter fabric
wire cable deadmen at 6' max.
intervals; attach to 6"x 8" timber
deadmen with 3/16" x 6" x6" steel
plate
angle iron at 16" intervals attached
to wall and seating
stagger timber corner joints
pin timbers with 10" timberlock screws at
16" staggered intervals
trench drain
3 1/
2
"
2" x 6" treated
white cedar
seating, 1/4"
space between
boards5 1/2"
risers6"
SIDE SECTION
95%
compacted
fill
finish grade
anodized
metal round
handrail
1 1/2" dia.
.4 ACQ
timbers 1'-0 1/4"tread
PLAN VIEW
permeable
pavers
1 1/2"
dia.
railing
5'
-
3
1/
2
"
permeable
pavers
washed fractured open-graded
stone-- #89 aggregate
2 1/4" thick permeable pavers
edge restraint with metal pin and
cut-outs for overflow drainage
base course 3/4" washed
fractured open graded
stone--#57 aggregate
dense graded aggregate
Paving Pattern Double Basketweave
compacted subgrade
4"
1 1/2"
2" x6" white
cedar ledger
attached to
building
cap top of posts with wood
1/2" galv. carriage bolts (typ.)
PLAN VIEW
SECTIONAL VIEW
notch rafters 1", glue to beams
8" dia. conc. pier to frost
standoff base-- Simpson Abugg
or eq.--wedge anchor into pier
non-shrink grout pad
sandwich 4"x 4" ACQ pressure
treated posts between 1" x 6"
white cedar boards
10
'
-
5
"
10'-5"
1'-0"
1'-2"
1'-0"O.C.
beams, 2" x 6" white cedar
rafters, 2" x 4" white cedar
8'-0"
compacted gravel
TOP VIEW
12" CMP
3/16" BEARING BAR STEEL MESH (HEEL GUARD)
3/16" SOLID WEB SPACER
3/16" SOLID WEB SPACERFILLET WELD
GALVANIZED GRATE2-1/2"
STRAIGHT SIDED (VERTICAL) GRATE
SLOTTED DRAIN
12" CMP
PIPE SECTION
GRATE SHOWN
2-1/2" GALVANIZED
WALL
2' x 2' STONE DRY WELL
WRAPPED IN FILTER
FABRIC
14'
12"
1-3/4"
2'
3'-2 1/2"
ELEVATION
2" x 3" horizontal rails with alternate vertical 1" x 4"
white cedar boards,
1 1/2" open space between vertical boards, same front
and back;
connect panel to post with dowels plugged into posts;
all nails to be aluminum
direct bury 5" x 5" .40 ACQ
inground pressure treated
posts to frost, compact fill
4 1/2"
1'
-
2
5/
8
"
7'-9 3/4"
cap end grains
4"
2 3/
4
"
finish grade
5'
-
8
"
dual action spring
loaded gate hinges
1 1/2" open space
PLAN VIEW
cap exposed end grains
open space
1 3/
4
"
3 1/
4
"
3 1/2"
1 1/2"
FENCE
SCALE 1/2" = 1'-0"
1
L3
TRENCH DRAIN
SCALE 1 1/2" = 1'-0"
3
L3
PATIO RETAINING WALL / BENCH
SCALE 3/4" = 1'-0"
4
L3
STEPS WITH RAILING
SCALE 1/2" = 1'-0"
2
L3
PERMEABLE PAVING
SCALE 3/4" = 1'-0"
5
L3
PERGOLA -- DEDUCT ALTERNATE 1
SCALE 3/4" = 1'-0"
6
L3
Drawing No.
2901Job No.:
Rev.
5/14/10
AS NOTED
Title:
Date:
Scale:
File:File Name
Date
LANDSCAPE
DETAILS
, Inc.
e-mail fgaoffice@fordgillen.com
Gillen
Ford
tel 413-253-2528
fax 413-256-1553
409 Main Street
Architects
Amherst, MA 01002
NORTHAMPTON, MA
RENOVATION
98 KING ST
Owner
MEP EngineersMEP Engineers
Leverett, MA 01054
94 Cave Hill Road
e-mail thompson.chla@wildblue.net
Elizabeth Thompson
tel 413-367-9180
fax 413-367-9181
Landscape Architect
Structural Engineer
Whetstone Engineering
Robert Leet
P.O. Box 881
Wendell, MA 01379
Tel:/Fax (978) 544-8000
Millers Falls, MA 01344
16 Prospect St.
e-mail saranoh@aol.com
Sara Campbell
tel (413) 423-3581
Civil Engineer
fax 413-586-7521
Northampton, MA 01060
30 Market St.
tel. 413-586-5855
Valley Community Development Corp.
435 Cottage Street
Consulting Engineers, Inc.
e-mail elindgren@lindgrensharples.com
Lindgren & Sharples, P.C.
tel 413-732-4336
fax 413-731-0786
Springfield, MA 01104-4005
Consulting Engineers, Inc.
L.3
Cave Hill Landscape Architects
undisturbed or compacted subgrade
1.5"
2.5"
compacted gravel base
95% min density
8"
bit conc. wearing course
MDPW STD. class I, type I-1
bit conc. binder course
MDPW STD. class I, type I-1
ASPHALT PAVING7
L3
2"
6"dense graded crushed stone
flush with finish grade
compacted subgrade
3/4" peastone
PEASTONE8
L3
NOTE: PLACE BETWEEN BUILDING AND 6" OUTSIDE ROOF DRIP EDGE
UNLESS OTHERWISE INDICATED ON PLANS.