not for construction · 231 concord ave cambridge, ma, 02138 phone: 617.864.2076 200 state street...

8
L.L.O.W. / P.L. MBTA COMMUTER RAIL FACILITY L.L.O.W. L.L.O.W. / P.L. L.L.O.W. / P.L. L.L.O.W. / P.L. P.L. P.L. P.L. Job Number Drawn by Checked Date Scale Drawing No. Drawing Title Revisions No. Description Date NOT FOR CONSTRUCTION Landscape Architect 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt MVVA MVVA 05 October 2017 NorthPoint Open Space Design & Site Plan Submission 15039.04 Dawes St. Somerville, MA, 02141 Existing Conditions Plan N 0 1" = 10' 10' 20' Scale: 5' EX1.01

Upload: others

Post on 05-Jun-2020

3 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

L.L.O.W. / P.L.

MBTA COMMUTERRAIL FACILITY

L.L.O.W.

L.L

.O.W

./

P.L

.

L.L

.O.W

./

P.L

.

L.L

.O.W

./ P

.L.

P.L.P.L.

P.L.

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

Existing ConditionsPlan

N

01" = 10'

10' 20'Scale:

5'

EX1.01

AutoCAD SHX Text
VES-S-2
AutoCAD SHX Text
VES-R-2
AutoCAD SHX Text
VES-T-1
AutoCAD SHX Text
VES-S-1
AutoCAD SHX Text
NO TRESPASSING SIGN
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
12"W
AutoCAD SHX Text
12"W
AutoCAD SHX Text
12"W
AutoCAD SHX Text
(RECORD)
AutoCAD SHX Text
SUBMARINE CABLE
AutoCAD SHX Text
(STATUS UNKNOWN)
AutoCAD SHX Text
CB(R)
AutoCAD SHX Text
18"D (REC.)
AutoCAD SHX Text
D (REC.)
AutoCAD SHX Text
D (REC.)
AutoCAD SHX Text
DMH (R)
AutoCAD SHX Text
OHW
AutoCAD SHX Text
OHW
AutoCAD SHX Text
SOMERVILLE
AutoCAD SHX Text
CAMBRIDGE
AutoCAD SHX Text
FORMER CHANNEL OF THE MILLERS RIVER HARBOR AND LANDS COMMISSION LICENSE No. 530 (1880)
AutoCAD SHX Text
27
AutoCAD SHX Text
2
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
VES-D4-1
AutoCAD SHX Text
VES-D4-2
AutoCAD SHX Text
G R A V E L H A U L R O A D
AutoCAD SHX Text
31.3
AutoCAD SHX Text
31.2
AutoCAD SHX Text
31
AutoCAD SHX Text
25
AutoCAD SHX Text
30
AutoCAD SHX Text
25
AutoCAD SHX Text
30
AutoCAD SHX Text
15
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22
AutoCAD SHX Text
22.5
AutoCAD SHX Text
21.9
AutoCAD SHX Text
22.3
AutoCAD SHX Text
22.7
AutoCAD SHX Text
22.3
AutoCAD SHX Text
22.3
AutoCAD SHX Text
22.1
AutoCAD SHX Text
21.6
AutoCAD SHX Text
21.9
AutoCAD SHX Text
22.4
AutoCAD SHX Text
22.0
AutoCAD SHX Text
21.8
AutoCAD SHX Text
21.9
AutoCAD SHX Text
21.9
AutoCAD SHX Text
22.3
AutoCAD SHX Text
22.5
AutoCAD SHX Text
22.4
AutoCAD SHX Text
14.2
AutoCAD SHX Text
14.0
AutoCAD SHX Text
31.0
AutoCAD SHX Text
31.2
AutoCAD SHX Text
31.2
AutoCAD SHX Text
22.3
AutoCAD SHX Text
22.2
AutoCAD SHX Text
22.09
AutoCAD SHX Text
22.12
AutoCAD SHX Text
22.17
AutoCAD SHX Text
22.0
AutoCAD SHX Text
31.0
AutoCAD SHX Text
30.8
AutoCAD SHX Text
30.8
AutoCAD SHX Text
31.2
AutoCAD SHX Text
BIT CONC
AutoCAD SHX Text
BITUMINOUS CONCRETE
AutoCAD SHX Text
POLYVINYL CHLORIDE
AutoCAD SHX Text
REINFORCED CONCRETE PIPE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
ROW
AutoCAD SHX Text
PVC
AutoCAD SHX Text
RCP
AutoCAD SHX Text
CEMENT LINED DUCTILE IRON
AutoCAD SHX Text
CORRUGATED METAL PIPE
AutoCAD SHX Text
OUTLET CONTROL STRUCTURE
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
OCS
AutoCAD SHX Text
EOP
AutoCAD SHX Text
LD
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CMP
AutoCAD SHX Text
D
AutoCAD SHX Text
CLDI
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
ELECTRIC TRANSFORMER
AutoCAD SHX Text
TRANSF
AutoCAD SHX Text
HEAD WALL
AutoCAD SHX Text
DROP INLET
AutoCAD SHX Text
DOUBLE CATCH BASIN
AutoCAD SHX Text
HW
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SLOPED GRANITE CURB
AutoCAD SHX Text
SGC
AutoCAD SHX Text
CABLE TELEVISION
AutoCAD SHX Text
DI
AutoCAD SHX Text
DCB
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
ELECTRIC METER
AutoCAD SHX Text
EM
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
GM
AutoCAD SHX Text
CORRUGATED POLYETHYLENE
AutoCAD SHX Text
CPE
AutoCAD SHX Text
DH
AutoCAD SHX Text
DRILL HOLE
AutoCAD SHX Text
FOUND
AutoCAD SHX Text
FND
AutoCAD SHX Text
IRON PIPE
AutoCAD SHX Text
ESCUTCHEON PIN, LEAD PLUG
AutoCAD SHX Text
EPLP
AutoCAD SHX Text
IP
AutoCAD SHX Text
STONE BOUND
AutoCAD SHX Text
SB
AutoCAD SHX Text
TL
AutoCAD SHX Text
TRAFFIC LIGHT
AutoCAD SHX Text
TCB
AutoCAD SHX Text
TRAFFIC CONTROL BOX
AutoCAD SHX Text
WATER GATE RECORD
AutoCAD SHX Text
GAS GATE RECORD
AutoCAD SHX Text
GG(R)
AutoCAD SHX Text
TS
AutoCAD SHX Text
TRAFFIC SIGNAL
AutoCAD SHX Text
UNDERGROUND
AutoCAD SHX Text
UG
AutoCAD SHX Text
HAND HOLE
AutoCAD SHX Text
HH
AutoCAD SHX Text
PULL BOX
AutoCAD SHX Text
MONITOR WELL
AutoCAD SHX Text
DEED BOOK AND PAGE REFERENCE
AutoCAD SHX Text
19432/134
AutoCAD SHX Text
NOW OR FORMERLY
AutoCAD SHX Text
N/F
AutoCAD SHX Text
LANDSCAPED AREA
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
LANDSCAPED AREA
AutoCAD SHX Text
C
AutoCAD SHX Text
GRANITE
AutoCAD SHX Text
GRAN.
AutoCAD SHX Text
UNKNOWN UTILITY
AutoCAD SHX Text
ELECTRIC CONTROL BOX
AutoCAD SHX Text
MANHOLE RECORD
AutoCAD SHX Text
TELEPHONE BOX
AutoCAD SHX Text
TRAFFIC LIGHT
AutoCAD SHX Text
PULL BOX
AutoCAD SHX Text
NO PIPE VISIBLE
AutoCAD SHX Text
COULD NOT OPEN
AutoCAD SHX Text
HANDICAPPED
AutoCAD SHX Text
PULL BOX LIGHT
AutoCAD SHX Text
PULL BOX ELECTRIC
AutoCAD SHX Text
EMERGENCY CALL BOX
AutoCAD SHX Text
STREET LIGHT CONTROL BOX
AutoCAD SHX Text
(By Des.)
AutoCAD SHX Text
BY DESIGN
AutoCAD SHX Text
HC
AutoCAD SHX Text
HANDICAPPED RAMP
AutoCAD SHX Text
W/LIGHTS
AutoCAD SHX Text
28.19
AutoCAD SHX Text
28.34
AutoCAD SHX Text
TOP & BOTTOM CURB ELEVATION
AutoCAD SHX Text
TOP OF PIPE
AutoCAD SHX Text
RECORD LOCATIONS
AutoCAD SHX Text
REC, (R)
AutoCAD SHX Text
(ABD)
AutoCAD SHX Text
ABANDONED
AutoCAD SHX Text
VERTEX ENVIRONMENTAL SERVICES
AutoCAD SHX Text
SUBSURFACE BORING LOCATION
AutoCAD SHX Text
CURB RAMP
AutoCAD SHX Text
MASSACHUSETTS BAY
AutoCAD SHX Text
MBTA
AutoCAD SHX Text
PM
AutoCAD SHX Text
PARKING METER
AutoCAD SHX Text
TRANSIT AUTHORITY
AutoCAD SHX Text
ERM TEST PIT LOCATION
AutoCAD SHX Text
ERM MONITORING WELL LOCATION
AutoCAD SHX Text
ERM SOIL BORING LOCATION
AutoCAD SHX Text
ERM CONTAMINATED SOILS EXTENTS
AutoCAD SHX Text
CS-12
AutoCAD SHX Text
WITH LABELED DEPTH
AutoCAD SHX Text
PB
AutoCAD SHX Text
PBL
AutoCAD SHX Text
PBE
AutoCAD SHX Text
ECB
AutoCAD SHX Text
(BC)
AutoCAD SHX Text
UTILITY BY CONTRACTOR
AutoCAD SHX Text
SB-OW3
AutoCAD SHX Text
TP-8
AutoCAD SHX Text
ERM-16
AutoCAD SHX Text
VES-R-4
AutoCAD SHX Text
WG(R)
AutoCAD SHX Text
CATV
AutoCAD SHX Text
BM
AutoCAD SHX Text
SLCB
AutoCAD SHX Text
T.O.P.=
AutoCAD SHX Text
W/LTS
AutoCAD SHX Text
HCAP
AutoCAD SHX Text
CNO
AutoCAD SHX Text
NPV
AutoCAD SHX Text
PBOX
AutoCAD SHX Text
TLITE
AutoCAD SHX Text
TBOX
AutoCAD SHX Text
MH(R)
AutoCAD SHX Text
ECB
AutoCAD SHX Text
UTIL?
AutoCAD SHX Text
LS
AutoCAD SHX Text
RET.
AutoCAD SHX Text
LS
AutoCAD SHX Text
MW
AutoCAD SHX Text
x125.4
AutoCAD SHX Text
130
AutoCAD SHX Text
124
AutoCAD SHX Text
GUARDRAIL/GUIDERAIL
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
GRANITE CURB
AutoCAD SHX Text
STONE WALL
AutoCAD SHX Text
BITUMINOUS CONCRETE BERM
AutoCAD SHX Text
CONCRETE CURB
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
BCB
AutoCAD SHX Text
CC
AutoCAD SHX Text
GC
AutoCAD SHX Text
TREE
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
BOLLARD POST
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
POST
AutoCAD SHX Text
GW
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
LIGHT POLE/LIGHT POLE BASE
AutoCAD SHX Text
OVERHEAD WIRE
AutoCAD SHX Text
OHW
AutoCAD SHX Text
GAS LINE/GATE
AutoCAD SHX Text
POST INDICATOR VALVE
AutoCAD SHX Text
TELEPHONE LINE/MANHOLE
AutoCAD SHX Text
ELECTRIC LINE/MANHOLE
AutoCAD SHX Text
WATER LINE/GATE
AutoCAD SHX Text
W
AutoCAD SHX Text
G
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
INVERT ELEVATION
AutoCAD SHX Text
SEWER LINE/MANHOLE
AutoCAD SHX Text
DRAIN LINE/MANHOLE
AutoCAD SHX Text
CATCH BASIN, RECORD
AutoCAD SHX Text
MINOR CONTOUR
AutoCAD SHX Text
MAJOR CONTOUR
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text
HAND HOLE
AutoCAD SHX Text
DWL
AutoCAD SHX Text
SYL
AutoCAD SHX Text
SWL
AutoCAD SHX Text
DOUBLE WHITE LINE
AutoCAD SHX Text
SOLID YELLOW LINE
AutoCAD SHX Text
SOLID WHITE LINE
AutoCAD SHX Text
RAILROAD SIGNAL
AutoCAD SHX Text
TOP OF HOOD
AutoCAD SHX Text
TOP OF WATER
AutoCAD SHX Text
RIM ELEVATION
AutoCAD SHX Text
DOWN SPOUT
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
BUILDING OVERHANG
AutoCAD SHX Text
OH
AutoCAD SHX Text
STEAM LINE/MANHOLE
AutoCAD SHX Text
ST
AutoCAD SHX Text
COMBINATION SEWER DRAIN/MANHOLE
AutoCAD SHX Text
STEAM
AutoCAD SHX Text
METAL LIGHT POLE
AutoCAD SHX Text
DOUBLE CATCH BASIN
AutoCAD SHX Text
MANHOLE, AERIAL LOCATION
AutoCAD SHX Text
COLUMN
AutoCAD SHX Text
PLANTER
AutoCAD SHX Text
RD
AutoCAD SHX Text
ROOF DRAIN
AutoCAD SHX Text
CONCRETE PAD
AutoCAD SHX Text
AIR CONDITIONER
AutoCAD SHX Text
FIRST FLOOR ELEVATION
AutoCAD SHX Text
AREA DRAIN
AutoCAD SHX Text
MASS. BAY TRANS. LINE
AutoCAD SHX Text
SHRUB/BRUSH LINE
AutoCAD SHX Text
CS
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
TEL
AutoCAD SHX Text
GRAN CURB
AutoCAD SHX Text
LANDSCAPED AREA
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
GRASS SWALE WITH FLOW DIRECTION
AutoCAD SHX Text
CSD
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
AC
AutoCAD SHX Text
HH
AutoCAD SHX Text
P
AutoCAD SHX Text
O.H.
AutoCAD SHX Text
LS
AutoCAD SHX Text
CO
AutoCAD SHX Text
CMH
AutoCAD SHX Text
STMH
AutoCAD SHX Text
MBTA
AutoCAD SHX Text
AD
AutoCAD SHX Text
FF ELEV=
AutoCAD SHX Text
CP
AutoCAD SHX Text
PL
AutoCAD SHX Text
COL
AutoCAD SHX Text
DCB
AutoCAD SHX Text
TREE
AutoCAD SHX Text
MLP
AutoCAD SHX Text
LPB
AutoCAD SHX Text
CB
AutoCAD SHX Text
DS
AutoCAD SHX Text
R=
AutoCAD SHX Text
TOW
AutoCAD SHX Text
TOH
AutoCAD SHX Text
I=
AutoCAD SHX Text
S
AutoCAD SHX Text
CLF
AutoCAD SHX Text
S
AutoCAD SHX Text
CB
AutoCAD SHX Text
WG
AutoCAD SHX Text
HYD
AutoCAD SHX Text
PIV
AutoCAD SHX Text
UP
AutoCAD SHX Text
TMH
AutoCAD SHX Text
SMH
AutoCAD SHX Text
LP
AutoCAD SHX Text
GG
AutoCAD SHX Text
EMH
AutoCAD SHX Text
DMH
AutoCAD SHX Text
CB(R)
AutoCAD SHX Text
INV.
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
ROW
AutoCAD SHX Text
DH
AutoCAD SHX Text
DRILL HOLE
AutoCAD SHX Text
IRON PIPE
AutoCAD SHX Text
ESCUTCHEON PIN, LEAD PLUG
AutoCAD SHX Text
EPLP
AutoCAD SHX Text
IP
AutoCAD SHX Text
STONE BOUND
AutoCAD SHX Text
SB
AutoCAD SHX Text
MONITOR WELL
AutoCAD SHX Text
LANDSCAPED AREA
AutoCAD SHX Text
RETAINING
AutoCAD SHX Text
LANDSCAPED AREA
AutoCAD SHX Text
UNKNOWN UTILITY
AutoCAD SHX Text
ELECTRIC CONTROL BOX
AutoCAD SHX Text
MANHOLE RECORD
AutoCAD SHX Text
TELEPHONE BOX
AutoCAD SHX Text
TRAFFIC LIGHT
AutoCAD SHX Text
PULL BOX
AutoCAD SHX Text
NO PIPE VISIBLE
AutoCAD SHX Text
COULD NOT OPEN
AutoCAD SHX Text
HANDICAPPED
AutoCAD SHX Text
STREET LIGHT CONTROL BOX
AutoCAD SHX Text
HC
AutoCAD SHX Text
HANDICAPPED RAMP
AutoCAD SHX Text
W/LIGHTS
AutoCAD SHX Text
28.19
AutoCAD SHX Text
28.34
AutoCAD SHX Text
TOP & BOTTOM CURB ELEVATION
AutoCAD SHX Text
TOP OF PIPE
AutoCAD SHX Text
RECORD LOCATIONS
AutoCAD SHX Text
REC, (R)
AutoCAD SHX Text
(ABD)
AutoCAD SHX Text
ABANDONED
AutoCAD SHX Text
MASSACHUSETTS BAY
AutoCAD SHX Text
MBTA
AutoCAD SHX Text
TRANSIT AUTHORITY
AutoCAD SHX Text
(BC)
AutoCAD SHX Text
UTILITY BY CONTRACTOR
AutoCAD SHX Text
SLCB
AutoCAD SHX Text
T.O.P.=
AutoCAD SHX Text
W/LTS
AutoCAD SHX Text
HCAP
AutoCAD SHX Text
CNO
AutoCAD SHX Text
NPV
AutoCAD SHX Text
PBOX
AutoCAD SHX Text
TLITE
AutoCAD SHX Text
TBOX
AutoCAD SHX Text
MH(R)
AutoCAD SHX Text
ECB
AutoCAD SHX Text
UTIL?
AutoCAD SHX Text
LS
AutoCAD SHX Text
RET.
AutoCAD SHX Text
LS
AutoCAD SHX Text
MW
AutoCAD SHX Text
Stamp
Page 2: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

LL

LL LL

LL

LL

LLLL

LL

LL

LL

LL

LL

LL

LL

LL

LL

LL

LL

LL

LLTRRR

TR

RR

LP-FLD

TR

TR RR

RR

TR

RR

32

33

31

TC 30.95BC 30.95

31.44

1.0%

1.30

%

1.30%

TW 33.70BW 22.00

0.45%

0.47%

32.94

32.51

RIM 32.32

RIM 31.11

RIM 31.63

RIM 32.49

RIM 31.00

1.40

%

P.L./L.L.O.W.

OPEN SPACE

BUILDING EF

BUILDING G

P.L

.

MBTA COMMUTERRAIL FACILITY

SO

MER

VIL

LEC

AM

BR

IDG

E

1.01

1.01

1.01

4.02

1.02

7'-0"

6'-0"

4.04Typ.

4.01

P.L.

23'-0", Typ.

3.03

L.L.O.W.

DAWES STREET

4.05

8'-0"

3.01

2.01

2.02

Typ.

3.02

Typ.

Typ.

4.03

L.L

.O.W

.

P.L

.

L.L

.O.W

.

PB-1PB-2

PB-3

PB-4

PB-5

1.03

6'-0

"

19'-0"

10'-0"

6'-0"

P.L.

6'-1"

7'-3"

BUILDING GLANDSCAPE

Water Feature(NIC)

Exercise Station (NIC)

BUILDING EFLANDSCAPE

P.L

./L.L

.O.W

.

3.04

Typ.

CB-PBCB-PBCB-PBCB-PBCB-PBCB-PB

CB-PBCB-PBCB-PBCB-PBCB-PBCB-PB

CB-PBCB-PBCB-PBCB-PBCB-PBCB-PB

CB

CB

CB

CB

CB

EP

FH

MHMHMHMHMHMH

CB-PBCB-PBCB-PBCB-PBCB-PBCB-PB

CB-PBCB-PBCB-PBCB-PBCB-PBCB-PB

CB-PBCB-PBCB-PBCB-PBCB-PBCB-PB

MHMHMHMHMHMH

GENERAL LEGEND - OPEN SPACE

P.L. Property Line

L.L.O.W. Landscape Limit of Work

Trash/Recycling Receptacle Location

Bollards

LP-FLD Light Pole - Field

Light LanternLL

Existing Stormwater Systems, Below,Refer to Roadway Dwgs

Event Power

Manhole

Stone Boulder

MH

Fire Hydrant

Plant Bed, Refer to L5.00 SeriesPB-X

Catch Basin - Plant BedCB-PB

FH

Catch BasinCB

EP

6' Tall Chainlink Fence

Detectable Warning Pavers

TR RR

Bike Rack

Movable Furniture

MATERIALS LEGEND

2.01

2.02

1.02

MATERIALS LEGEND - OPEN SPACE

1.00 SITE DETAILS - PAVEMENT AND SURFACING

1.01

4.00 SITE DETAILS - MISCELLANEOUS

Exposed Aggregate ConcretePavement, See L2.02 for CJ/EJ Layout

2.00 SITE DETAILS - STONE

3.00 SITE DETAILS - SITE FURNITURE

3.02 Trash and Recycling Receptacles

Bollard3.03

4.01

4.02

6' Tall Chainlink Fence

Synthetic Surfacing

Light Lantern

Light Pole - Field

4.03

Wood Bench3.01

3L2.01

4L2.01

1L2.02

22.02

1L2.03

2L2.01

1L2.01

Stone Boulder - Type A

Stone Boulder - Type B

4.04

Street Curb, Refer to Civil EngineerDwgs

1.03

Detectable Warning Pavers5

2.01

4.05

Netting Screen2

L2.03

Bike Rack3.04

PLANTING SCHEDULE - OPEN SPACE (All plant beds shall be irrigated with drip soaker lines)

DECIDUOUS TREESKEY BOTANICAL NAME COMMON NAME QTY. SIZE ROOT RB DIA. NOTES

ZS Zelkova serrata "Wireless" Wireless Zelkova 21 4-4.5" cal. B&B 45-50" Limbed Up 7'-0" MIN.

KEY BOTANICAL NAME COMMON NAME QTY. SIZE ROOT RB DIA. NOTESUNDERSTORY TREES

GD Gymnocladus dioicus "Espresso" Espresso Kentucky Coffee Tree 22 4-4.5" cal. B&B 45-50" Limbed Up 7'-0" MIN.

AA Amelanchier arborea Shadbush 13 2-2.5" cal. B&B Single Stem Limbed up 4'-0" MIN.

HI Hamamelis intermedia "Arnold Promise" Witchhazel 7 6-8' HT. B&B Multistem, 3 Trunks MIN.

KEY BOTANICAL NAME COMMON NAME QTY. SIZE ROOT RB DIA. NOTESSHRUBS

SH Hydrangea quercifolia Oakleaf Hydrangea 20 4-5' HT. B&B

SH Ilex verticillata Winterberry Holly 20 4-5' HT. B&B

SH Lindera glauca Greyblue Spicebush 30 4-5' HT. B&B

GROUNDCOVER

KEY BOTANICAL NAME COMMON NAME QTY. SIZE ROOT NOTESBULBS

GN Galanthus nivalis Common Snowdrop 500 Bulbs Groups of 10-20

NH Narcissus "Hawera" Hawera Daffodil 500 Bulbs Groups of 5-10

NM Narcissus "Mount Hood" Mount Hood Daffodil 500 Bulbs Groups of 5-10

NP Narcissus "Polar Ice" Polar Ice Daffodil 500 Bulbs Groups of 5-10

VA Vaccinium angustifolium Lowbush Blueberry 995 1 gal. CONT. 6" O.C. Spacing, Groups of 5-10

KEY BOTANICAL NAME COMMON NAME QTY. SIZE ROOT NOTES

CaP Carex pensylvanica Pennsylvania Sedge 930 1 qt. CONT. 8" O.C. Spacing, Groups of 5-10

DP Dennstaedtia punctilobula Hay-Scented Fern 100 1 gal. CONT. 18" O.C. Spacing, Groups of 3-5

DM Dryopteris margnialis Leatherwood Fern 100 1 gal. CONT. 18" O.C. Spacing, Groups of 3-5

HF Hemerocallis fulva Tiger Daylily 300 1 gal. CONT. 12" O.C. Spacing, Groups of 3-5

HP Hosta plantaginaea Plantain Lily 165 1 gal. CONT. 12" O.C. Spacing, Groups of 3-5

HR Hosta 'Royal Standard' Royal Standard Plantain Lily 165 1 gal. CONT. 12" O.C. Spacing, Groups of 3-5

SH Viburnum x rhytidophylloides "Alleghany" Lantanaphyllum Viburnum 30 4-5' HT. B&B

SEATING REQUIREMENTS - OPEN SPACE

TOTAL SEATING 492 L.F. of Seating Required (30 L.F./ SQ.F.)

492 L.F. of Seating Provided

74 L.F. (15%) RequiredSEATWALL

418 L.F. (85%) RequiredBENCHES AND CHAIRS

a. 226 L.F. of Benches Provided. 113 L.F. (50%) Backless Bench, 113 L.F. (50%) Benches with Back

74 L.F. Provided

418 L.F. Provided

b. 192 L.F. of Chair Seating (96 Chairs) Provided

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

Layout Materialsand Grading Plan

N

01" = 10'

10' 20'Scale:

5'

L1.01

AutoCAD SHX Text
Stamp
Page 3: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

Exposed AggregateConcrete Pavement

SP-B

Mix of Dimensional and NonDimensional Granite Block Boulder,

Size Varies. Prior to InstallationReview Layout With LA

±2'

0"

Min 22"

16",

Typ.

S5S1-T1'-2

" Min

.

1L2.01

3L2.04

4" O

verla

p, M

in.

SP-T

12.04

Open Cell Flexible ExpansionJoint Filler w/ Strip Top

NOTE:

1. Concrete Edge to be Formed Prior to Placement of Stone at Exposed AggregateConcrete Pavement

Finish Grade

Stone Boulder - Type A

S2 S4

1'-0

" MIN

L1.01

2" Mulch

Mix of Dimensional andNon Dimensional Granite

Block Boulder, Size Varies.Prior to Installation Review

Layout With LA.

±2'

0"

Varies12" - 24", Typ. 18"

Varie

s8"

- 20

", Ty

p.

Compacted Subgrade

2"

SP-T

1L2.04

SP-T

1L2.04

2" O

verla

p, M

in.

S5 S1-T

S3

S1-T

Stone Boulder - Type B

Finish Grade

S4

1'-0

" MIN

2"1'

-2"

FG

1'-4

"

14" Crushed Stone

2" Chipped Stone

Synthetic Surfacing

212"

Infill Material,Finish Grade is Top of InfillCarpet Backing

Athletic Field Underdrain,Sloped with Subgrade toPerimeter Drain, Refer toCivil Dwg's

Geotextile, Refer to GeoSpecifications

Clean Fill

Slope To Drain

4"

Exposed Aggregate Topping Layer w/1/8" to 1/2" Stone Aggregate andReinforcing Fiber

CIP Concrete Reinforced w/ 6x6 WWM at Mid-DepthRough Raked Finish. Apply Bonding Agent Prior toApplication of Topping Layer

Material Varies, StructuralPlanting Soil or Clean Fill

Sawn CJ

Pvmt Base Varies; CompactedCrushed Stone When on Clean Fill or38" Crushed Stone When on StructuralPlanting Soil

4"

EJ

1/2"Ø x 12" Smooth S.S. Dowel Rod,Grease One End. Center in ExposedAggregate Pavement Base Slab. Placeat 12" O.C. Horiz.

6"

Planting Soil AerationSystem

CS

S4

1'-2

"L1.01

6" 1'-2"

1'-4

"6"

Cast in Place ConcreteTurf Anchor

Synthetic Surfacing

Compacted Gravel Base

Compacted Subgrade

2"

2L2.01

Exposed AggregateConcrete Pavement

1L2.01

6"

4 Stone Boulder - Type BScale: 1" = 1'-0"

Detail3 Stone Boulder - Type A

Scale: 1" = 1'-0"Detail

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

L2.01

Scale: As Noted

Site Details - Pavement,

Surfacing and Stone

1 Exposed Aggregate Concrete PavementScale: 1"=1'-0"

Detail 2 Synthetic SurfacingScale: 1"=1'-0"

5 Detectable Warning StripNTS

Detail

A DetailScale: 1"=1'-0" B Anchor

Scale: 1"=1'-0"

Cast IronDetectableWarning Plates

AutoCAD SHX Text
Stamp
Page 4: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

812"

512"

±2'

0"

S5

S1

8"

1. Landscape Architect Shall Select Reclaimed Stones ProvidedBy Owner to Core Drill for Lantern Fixtures. Stone Shall BePre-Drilled Prior to Placement

2. Landscape Architect Shall Review Layout of Conduit In TheField Prior to Installation to Locate Light Lanterns.

Notes:

2L2.04

Material Varies

SP-SBSS

Compacted Gravel Base

Core Drill 2" to Pull Fixture WiringThrough. Wiring Connection MadeRemotely in Waterproof BoxLocated in Plant Bed

Stone Boulder Type A

Light Lantern, Referto Electrical Dwgsand Schedule

For Conduit and Wiring Refer toElectrical Dwgs

Varie

s,12

" - 2

4", T

yp. 1

8"

C

Core Drill 6" Ø ForRound Mounting Box

512" Ø

812"

Junction Box

D

6" Ø

3L2.01

512" Ø

6" Ø Core Drill In Stone

C

314"

2" ØCore Drill

Light Fixture. ReferTo Electrical Dwgsand Schedule

Junction Box

1" Ø Condiut WithElectrical Wiring

14"1

4"

112"

812"

Non-Shrink GroutWith Color Additive toMatch Stone

6" Ø Core Drill Granite toCountersink Junction Box in Boulder

Anchor Junction Box to Granite.Proved Stainless Steel Bolts and Epoxy

2" Ø Core Drill Granite for Conduit

512" Ø

6" Ø Core Drill In Stone

C

314"

2" ØCore Drill

Light Fixture. ReferTo Electrical Dwgsand Schedule

Junction Box

1" Ø Condiut WithElectrical Wiring

14"1

4"

112"

812"

Non-Shrink GroutWith Color Additive toMatch Stone

6" Ø Core Drill Granite toCountersink Junction Box in Boulder

Anchor Junction Box to Granite.Proved Stainless Steel Bolts and Epoxy

2" Ø Core Drill Granite for Conduit

Reclaimed Stone

B

Waterproof Handhole,Refer to Electrical Dwgs.Refer to Reference Plan

L200 for Locations

Stone BoulderType A

3L2.01

Plant Bed

Conduit and Wiring

Light Lantern

DEdge of CoreDrill In

512"

6"

Exposed AggregateConcrete Pavement

1L2.01

Galvanized Steel Pole

Sports Lighting Fixture,Refer to ElectricalEngineer Dwgs.

Concrete Baseper ManufacturersRecommendations

45'-0

"

6'-0

"

CL

Finish Grade

1"

SP - SBSS

New Courtyard Light Pole and Fixture,See Lighting Schedule

Light Pole and AnchoringSystem by Manufacturer

Provide Base Cover as Furnished byPole Manufacturer, See LightingSchedule

2'-0" Ø MIN

Compacted Subgrade

4 - #5 Vertical, EQ Spaced

Conduit and Ground Rod,Connect to Inside Metal Pole

#3 Horizontal Ties @ 12" O.C.

Material Varies

3'-8

"

6'-0

"

CL

Finish Grade

1"

SP - SBSS

New Courtyard Light Pole and Fixture,See Lighting Schedule

Light Pole and AnchoringSystem by Manufacturer

Provide Base Cover as Furnished byPole Manufacturer, See LightingSchedule

2'-0" Ø MIN

Compacted Subgrade

4 - #5 Vertical, EQ Spaced

Conduit and Ground Rod,Connect to Inside Metal Pole

#3 Horizontal Ties @ 12" O.C.

Material Varies

3'-8

"

1 Light Pole - Field (LP-FLD)Scale: As Noted

2 Light Lantern (LL)Scale: As Noted

A ImageNTS B Lantern Light Foundation

1" = 1'-0"Detail C Plan

1" = 1'-0" D Lantern Light Foundation6" = 1'-0"

A Elevation1/4" = 1'-0" B Fixture

NTS C Foundation1" = 1'-0"

Section

Scale: As Noted

Site Details

L2.02

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

AutoCAD SHX Text
Stamp
Page 5: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

Brace Rail

6'-0

"CL PostCL Post CL Post

10'-0"

(Max.)3'

-0"

3'-6

"

1'-0"

9'-0

"

CIP ConcreteFencepost Foundation

4"Top of Footing

Turnbuckle

Adjustable Truss Rod

Bottom Selvage Knuckled

1 5/8" O.D. Top Rail,Black Vinyl-Coated

3" O.D. Round Corner and EndPost, Black Vinyl-Coated

Connector Band

9 Gauge 2"x2" Black Vinyl-Coated Mesh.Tie to Top & Bottom Rails @ 12" O.C.Max. & to Post @ 12" O.C. Max.

2 1/2" O.D. Round Line Post Top andBottom Rail Connector @ 10'-0" Max. O.C.

5/8" x 5/16" Tension Bar @ Fabric Breaks

Finish Grade1 5/8" O.D. Bottom Rail

Dome Post Top, Black Vinyl-Coated

All Gate Components to Be HDG and Covered with a Fusion-Bonded Coating. Color: Black

NOTE:15

'-0"

3'-0

"

16'-3", Typ. Panel

CL CL CL

Finished Grade

Top Cable - 14" Steel Cable

8" Aluminum Post

End Support Cable

Bottom Cable

CLCL

Foundation

Compacted orUndisturbedSubgrade

A

Footing3BL2.03

Collar

Align

6"2'

-6"

6"

Post Sleeve toAccept 8" Post

Stop Bolt

Compacted orUndisturbedSubgrade

CompactedAggregateBase

CIP Concrete ReinforcedWith #4 Rebar12" O.C. Cage

2"

2'-6"

Slope

8" Ø AluminumPole

SyntheticSurfacing

2L2.01

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

L2.03

Scale: As Noted

Site Details - Fencing

1 6' Tall Chain Link FenceScale: 1/2" = 1'-0"

Detail

2 Netting Screen Detail

A Elevation1/4" = 1'-0" B Foundation

1" = 1'-0"

AutoCAD SHX Text
Stamp
Page 6: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

S1

S2

S3

1'-0

"2'

-0"

6"

3'-6

"2"

SLOPESLOPE

4'-0

"Note:

1. For Extent of Marker Barrier, Refer to LR1.01.4"

Tren

chMulch

Scarify andRoughen SurfaceBetween PlantingSoil Layers, Typ.

S1-T: Plant BedSoil

4" Ø Underdrain w/Filter Sock, Connectthe LandscapeUnderdrainage to theStormwater System,Slope Pipe to Drain,Refer to Civil Dwgs.

S2: HorticulturalSubsoil

Sand Drainage Layer

Compacted Subgrade,Slope Surface toUnderdrain

Marker Barrier, Refer toLR1.01. Refer toMaterials ManagementPlan and as Approvedthe Owner's LSP

Finish Grade

L1.01

S4

S3

Exposed AggregateConcrete Pavement

S3: Drainage Layer:Sand

Compacted Subgrade,Slope Surface TowardUnderdrain or on Structure

8"Va

ries

3'-8

" Max

. -1'

-3" M

in.

6"

Finish Grade

SLOPE

18"

CS: 3/8" Crushed Stone

CS

4"Tr

ench

Varie

s8"

Max

Planting Soil AerationSystem

4" Ø Underdrain w/ FilterSock, Connect the LandscapeUnderdrainage to theStormwater System, Refer toCivil Dwgs

S4: Sand Based Structural Soil,Compacted to 94-96% SPD

Filter Fabric DiffusionStrip, 18" Wide

L1.01

Stone Boulder Type A

S5: Plant Bed Mix 50% S2 and 50% 11

2" Crushed Stone

S1

S2

Finish Grade

Mulch

S4

S3

8"Va

ries,

3'-4

" Max

. -1'

-3" M

in.

6"

CS

Exposed AggregateConcrete Pavement

CS: 3/8"Crushed

Stone

S4: Sand BasedStructural Soil,Compacted to

94-96% SPD

3L2.01

1L2.04

1:1

Note:

1. For Extent of Marker Barrier, Refer toLR1.01.

Compacted or UndisturbedSubgrade

S3: Drainage Layer-Sand

Marker Barrier Refer to LR1.01Refer to MaterialsManagement Plan and asApproved by Owner's LSP

Scarify and Roughen SurfaceBetween Planting Soil Layers, Typ.

4"

S5

4"

Aeration Pipe,Refer to L4.01

L1.01

SP-T

Stone Boulder Type B

S5: Plant Bed Mix50% S2 and 50% 11

2" Crushed Stone

S1S5

Compacted orUndisturbedSubgrade

S3:DrainageLayer:Sand

Finish Grade

Mulch

Clean Fill

Marker BarrierRefer to LR1.01Refer to MaterialsManagement Planand as Approvedby Owner's LSP

S3

S1

6"1'

-0"

2'-0

"

SP-T SP-B

1L2.04

Note:

1. For Extent of Marker Barrier,Refer to LR1.01.

1:1

SP-B SP-T

1L2.04

Create Pockets of SP-TBetween Stones. Provide SP-T2X Plant Rootball Widthand 1.5 X Depth

S1

S2 1:1 Scarify andRoughenSurfaceBetweenPlanting SoilLayers, Typ.

4L2.01

S2 S2

2" M

in.

2" M

in.

S5

S4

Plant Bed

SP-T

S4: Sand BasedStructural Soil,Compacted to

94-96% SPD

L1.01

1 SP-T: Plant Bed With TreesScale: 1" = 1'-0"

Detail

2 SP-SBSS: Sand Based Structural SoilScale: 1" = 1'-0"

Detail

A SP-B At Stone Boulder Type AScale: 1" = 1'-0"

Detail

B SP-B At Stone Boulder Type B Scale: 1" = 1'-0"

Detail

3 SP-B: BoulderScale: As Noted

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

L2.04

Scale: As Noted

Planting Details

AutoCAD SHX Text
Stamp
Page 7: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

Plant Center, Typ.

DD

D

60°

B

S2

S1

S3

Finish Grade

Spread Roots Evenly.Prune All Damaged, Encirclingor Desiccated Roots.

Rootball Saucer and Mulch

2" Leaf Mulch

Crown of Rootball Shall be set 2"Higher than Finish Grade. Place Max.1" of Soil on Top of Rootball.

Prune Crossed and Rubbing Branchesas Directed by Landscape Architect.

Backfill with SP-T Planting Soil Profilein 6" Lifts. Tamp Between Lifts.

S2

Scarify Sides of Shrub Pit

Provide Compacted S2Pedestal Below Rootball

Set Plant Entirely inPlanting Soil Mix. Top ofRoot Mass Shall be atFinish Grade2" Leaf Mulch

Finish Grade

Prior to Planting, RemovePlant from Container andGently Comb out Roots

Soil Profile Varies

1.5"

A

S1

S2

NOTES:

1. Remove all Wire, Plastic, Tagsand/or all Synthetic MaterialFrom Plants Prior to Planting.

2. D = Typical on Center (O.C.)Spacing as Indicated in thePlant Schedule.

Orient Tree to Have Similar SolarAspect as Nursery or as Directed byLandscape Architect. Tags are to bePlaced on the North Side at Nursery

2" Leaf Mulch

Finish Grade

S5

Stone Boulder -Type B

5L2.01

S2

S1

S3Provide Compacted S4Pedestal Below Rootball

S1

Stone BoulderType A or B

4L2.01

Rootball Saucer andMulch

Backfill with SP-T PlantingSoil Profile in 6" Lifts.Tamp Between Lifts

Do Not Prune or Thin Canopy UnlessDirected to do so by LandscapeArchitect

S5

2" Ø Unpeded CedarStakes, 3 Per Tree

S4 S4

S4

Set Root Flare 2-3" Higher ThanFinished Grade

Completely RemoveWire Baskets and Burlap

Taper Mulch From Trunk 6"

5L2.01

1 Single Stem Tree - In Plant BedScale: 1/2"=1'-0"

Detail 2 ShrubScale: 1/2"=1'-0"

Detail 3 GroundcoverScale: As Noted

A PlanScale: 1"=1'-0"

B SectionScale: 1"=1'-0"

A PlanScale: 1"=1'-0"

B SectionScale: 1"=1'-0"

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

L2.05

Scale: As Noted

Planting Details

AutoCAD SHX Text
Stamp
Page 8: NOT FOR CONSTRUCTION · 231 Concord Ave Cambridge, MA, 02138 Phone: 617.864.2076 200 State Street 12th Floor Boston, MA, 02109 Phone: 617.720.7400 11/1/2016 11:32:57 AMC:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

AGleditsia triacanthos 'Skyline'

1Illustrated Plant List

BCeltis occidentalis 'Magnifica'

CAcer saccharum 'Green Mountain'

DGymnocladus dioicus

EPlatanus x acerifolia

Site Details

FAcer rubrum "October Glory"

HPicea orientalis

GAcer saccharum 'Silver Queen'

JLindera benzoin

KChionanthus virginicus

ICatalpa bignonioides

LAmelanchier arborea

MHamamelis x intermedia

NIlex glabra

OIlex verticillata

PDennstaedtia punctilobula

QPolygonatum biflorum

RPolystichum acrostichoides

SVinca minor

Scale: As Noted

Planting Details

L2.06

IMetasequoia glyptostroboides

Job Number

Drawn by

Checked

Date

Scale

Drawing No.

Drawing Title

Revisions

No. Description Date

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

Landscape Architect231 Concord AveCambridge, MA, 02138Phone: 617.864.2076

200 State Street 12th Floor Boston, MA,02109Phone: 617.720.7400

11/1/2016 11:32:57 AM C:\Revit2016\DivcoWest-EF_TKA_ARCH_CoreAndShell_mkatouzian.rvt

MVVA

MVVA

05 October 2017

NorthPoint Open Space

Design & Site Plan Submission

15039.04

Dawes St.Somerville, MA, 02141

AutoCAD SHX Text
Stamp