L.L.O.W.
L.L.O.W.
MBTA COMMUTERRAIL FACILITY
L.L.
O.W
.
L.L.
O.W
.
30.51
30.7231.89
31.34
30.21
29.32
31.93 31.70
31.54
30.38
30.31
31.73
31.64
TS 32.34BS 25.34BS 25.40 25.50
30.8430.50
30.10
31.93
30.08
TS 29.24
Job Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
EX1.01
Existing Conditions
N
01" = 20'10' 20' 40'
Scale:
DN
LP-S
LP-SLP-S
LP-S
LP-P
LP-P
LL
LL
LL
LL
LL
LL
LL
LL
LL
LL
LL
LP-S
30
3032
31 30
3132
3130
30
31
32
82'-0"
11'-6" 30'-0"
6'-6
"
Typ.Typ.
Typ.
6'-6"
8'-0"6'-0"
8'-0"
6'-0"
8'-0"
8'-0"
9'-2"
L.L.O.W.
P.L.
L.L.O.W. P.L.
BUILDING EF
SERVICEAREA
PARKING ENTRANCE
LOADING DOCK
RETAILENTRANCE
MAINENTRANCE
P.L
.
P.L.
MBTA COMMUTERRAIL FACILITY
L.L.
O.W
.
P.L
.
Typ.Typ. Typ.
Typ.
Typ.
TD
Typ.Typ.
Typ.
Typ.
L.L.
O.W
.
1.02
1.043.02
1.06
2.12
1.051.01 2.03
2.05
2.02
2.01
3.032.06
1.03
2.11
Typ.2.07
OPEN SPACE
DAWES STREET
SOM
ERVILLE
CAM
BRID
GE
SOMERVILLE
CAMBRIDGEBALDWIN PARK
SOUTH
LOT D
LOT I
BUILDING JK
2.09
6'-3
"
30.51
30.7231.89
31.34
30.21
29.32
31.93 31.70
31.54
30.38
30.31
31.73
31.64
TS 32.34BS 25.34BS 25.40 25.50
30.8430.50
30.10
31.93
30.08
TS 29.24
FIR
ST
STR
EET
LOT LM
LOT G
Stairs, See Architect Dwgs.
2.11
Typ.2.04
Operable DoorsRefer to Architect Dwgs.
Operable DoorsRefer to Architect Dwgs.
3.01Typ.
2.10
2.08 Typ.
2.08 Typ.
2.13
P.L
.
P.L.
1.03
1.03 Typ.
MATERIALS LEGEND
1.00 PAVEMENT AND CURBS
1.01 Concrete Pavement - Pedestrian
1.02 Concrete Pavement - Vehicular
1.03
1.04
1.05
Exposed Aggregate Concrete Pavement
Decomposed Granite Pavement
2.00 SITE FURNITURE AND SEATING
2.01 Trash and Recycling Receptacles
2.02 Bike Rack
L2.011
Stone Setts
2.03 Metal Bench
Street Curb, Refer to Civil Dwgs 2.06 Light Pole - Street
2.07
L2.012
L2.014
L2.015
1.06
Light Pole - Pedestrian
L2.021
L2.022
2.11 Retaining WallL2.03
3
2.08 Light LanternL2.02
3
2.04 Metal Backless Bench
2.09 Chain Link FenceL2.03
1
2.10 Chain Link GateL2.03
2
2.05 Wood Bench
2.12 Stone BoulderL2.01
9
L2.013
2.13 Moveable Chairs & Tables
LANDSCAPE ARCHITECTURAL LEGEND
P.L.Property Line
Proposed Contour Line21
Bike Rack
Bench
Street Light Pole
Trench DrainTD
Accessible Curb Cut
Proposed Spot Elevation00.00
Street Signage, Refer to Civil Dwgs
Landscape Limit of WorkL.L.O.W.
Pedestrian Light PoleLP-P
Stone Boulder
Stairs, Refer to Arch Dwgs
Retaining Wall
Backless BenchLP-S
LL Light Lantern
PLANTING SCHEDULE
KEY TYPE QTY. SIZE ROOT NOTESSTREET TREES
Gleditsia triacanthos 'Skyline' 4 4-4 1/2" CAL. B&B Lowest Limb @ 7'
Platanus x acerifolia 4 4-4 1/2" CAL. B&B Lowest Limb @ 7'
Celtis occidentalis 'Magnifica' 4 4-4 1/2" CAL. B&B Lowest Limb @ 7'
Acer saccharum 'Green Mountain' 4 4-4 1/2" CAL. B&B Lowest Limb @ 7'
Gymnocladus dioicus 4 4-4 1/2" CAL. B&B Lowest Limb @ 7'
Acer rubrum 14 1 1/2" CAL. B&B
Acer saccharum 'Green Mountain' 15 1 1/2" CAL. B&B
Acer saccharum 'Silver Queen' 14 1 1/2" CAL. B&B
Amelanchier arborea 21 12 - 14' Height B&B
Chioanthus virginicus 21 12 - 14' Height B&B
UNDERSTORY TREES
Picea orientalis 4 16'-18' Height B&B
LANDSCAPE TREESAcer rubrum 5 3-3 1/2" CAL. B&B
Acer saccharum 'Silver Queen' 4 3-3 1/2" CAL. B&B
Catalpa bignonioides 5 3-3 1/2" CAL. B&B
PERENNIALS AND GROUNDCOVER
Lindera benzoin 16 6 - 12' Height B&B
Dennstaedtia punctilobula 2455 #1 Container
Polygonatum biflorum 2455 #1 ContainerPolystichum acrostichoides 2455 #4 Pot
Vinca Minor 2455 #4 Pot
SHRUBSHamamelis x intermedia 154 5-6' Height B&B
Ilex glabra 154 30-36" Height B&B
Ilex verticilata 154 30-36" Height B&B
Metasequoi 'Dawn Redwood' 3 1 1/2" CAL. B&B
1. All Plant Beds shall be irrigated with Drip Soaker Lines. All Tree Pits in Pavement shall be irrigated with Rootball Emittersand Soaker lines
NOTE:
PLANTING LEGEND
Understory Tree
Canopy Tree
Perennials and Groundcover
3.00 MISCELLANEOUS
3.01 Accessible Curb Cut
3.02 Landscape Trench Drain L2.018
3.03 Roadway Striping, Refer to Civil Dwgs
L2.016
FURNITURE SCHEDULE
TYPE QTY.
Metal Backed Bench 40 LF
Metal Backless Bench 63 LF
Wood Backed Bench 130 LF
Moveable Chairs & Tables 48 CHAIRS 12 TABLESBike Rack 15
Job Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
L1.01
Landscape Plan
N
01" = 20'10' 20' 40'
Scale:
4"6"
Sawn CJ EJ
1/2" Ø x 12" Smooth S.S Dowel, GreaseOne End. Center in Broom FinishConcrete Pavement Slab. Place 12" O.C.
Fiber-Reinforced CIP Concrete.Provide Rough Broom FinishPerpendicular to Traffic Flow
Material Varies, StructuralPlanting Soil or Clean Fill
3/8" Crushed Stone
VariesSee L2.00 for
Locations
10"
NOTES:1. Provide 12" Expansion Joint, Recess 34" and fill with
Backer Rod and Sealant.2. Sawcut Control Joints to be 1/4 Depth of Entire
Slab Depth.3. Contractor Shall Strictly Follow Control and
Expansion Joint Pattern Shown on the Dwgs.Review Layout with Landscape Architect andGain Final Acceptance Before Placing Concrete
4"
Stabilized DecomposedGranite, Install andCompact in Two Lifts
SP - SBSS
Geogrid
1L-2.04
6"6"
Sawn CJ EJ
1/2" Ø x 12" Smooth S.S Dowel, GreaseOne End. Center in Broom FinishConcrete Pavement Slab. Place 12" O.C.
Fiber-Reinforced CIP Concrete.Provide Rough Broom FinishPerpendicular to Traffic Flow
Material Varies, StructuralPlanting Soil or Clean Fill
3/8" Crushed Stone
VariesSee L2.00 for
Locations
1'
NOTES:1. Provide 12" Expansion Joint, Recess 34" and fill with
Backer Rod and Sealant.2. Sawcut Control Joints to be 1/4 Depth of Entire
Slab Depth.3. Contractor Shall Strictly Follow Control and
Expansion Joint Pattern Shown on the Dwgs.Review Layout with Landscape Architect andGain Final Acceptance Before Placing Concrete
4"1"
6"3"
Compacted Gravel Baseor 34" Crushed Stone
38" Joints EJ
1'-2
"
CS
2" Ø PVC Weep Hole w/ 12" x 12" SqFilter Fabric, Infill w/ Sub-base Material,5'-0" O.C. Each Way
Material Varies, StructuralPlanting Soil or Clean Fill
Planting Soil AerationSystem
CIP Concrete Reinforcedw/ 6x6 WWM at Mid-Depth
Sand Setting BedPolymeric Joint Filler, With Integral Color3"x4"x4" Unit Pavers
S4
1/2" Ø x 12" Smooth S.S. Dowel Rod,Grease One End, Center in Granite SettPavement Base Slab, Place 12" O.C.
Detectable Warning Strip,2 Panels
Curb, Refer toCivil Dwgs
Concrete Pavement -Vehicular, Refer to Civil Dwgs
7.5%
2'-0"
Flush Granite Curb,Refer to Civil Dwgs
TransitionCurb
7.5% 7.5%
EJ2'-0"
6",
Typ.
8.3% Max.
CIP Conc.Cradle
1:1
1:1
Compacted orUndisturbed Subgrade
Compacted CrushedStone
6"6"
6"
Concrete Pavement, Refer toCivil Dwgs
L1.01
Detectable Warning StripPlate, Cast in Conc.
Flush Granite Curb, Refer to Civil Dwgs
Metal Embedment Flange, 1'O.C.
Roadway Patch,See Civil Dwgs
Stone Setts
Compacted orUndisturbed Subgrade
3/8" Crushed Stone
CSPlanting Soil AerationSystem
Planting Soil
ROAD
Drip Tubing, See Irrigation Dwgs
3" Sleeve, See Irrigation Dwgs
CIP Conc. Cradle,Refer to Civil Dwgs
Trench Drain
Non-shrink Grout
1" Mortar Setting Bed
Back of Curb,1/2" Split Variance
4"Ø HDPE Pipe90° Elbow
Street Curb, Refer to Civil Dwgs
S4
5L2.01
6"6" 8"
L2.013
ROAD
Decomposed GranitePavement
Non-shrink Grout
Trench Drain
8"
Edge of RootballS4
6"6"Compacted orUndisturbed Subgrade
Planting Soil
CIP Conc. Cradle,Refer to Civil Dwgs
1" Mortar Setting Bed
Back of Curb,1/2" Split Variance
Street Curb,Refer to Civil Dwgs
Drip Tubing, See IrrigationDwgs
3" Sleeve, See IrrigationDwgs
Exposed AggregateConcrete Pavement
SP-B
Mix of Dimensional and NonDimensional Granite Block Boulder,
Size Varies. Prior to InstallationReview Layout With LA
±2'
0"22" Min.
16",
Typ.
S5S1-T1'-2
" Min
.
4L2.01
3L2.04
4" O
verla
p, M
in.
SP-T
2L2.04
Open Cell Flexible ExpansionJoint Filler w/ Strip Top
L1.01
Finish Grade
Stone Boulder - Type A
S2 S4
1'-0
" MIN
4"
Exposed Aggregate Topping Layer w/1/8" to 1/2" Stone Aggregate andReinforcing Fiber
CIP Concrete Reinforced w/ 6x6 WWM at Mid-Depthw/ Rough Raked Finish. Apply Bonding Agent Priorto Application of Topping Layer
Material Varies, StructuralPlanting Soil or Clean Fill
Sawn CJ
Varies; Compacted Crushed StoneWhen on Clean Fill or 38" Crushed StoneWhen on Structural Planting 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
"
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
2L2.04
SP-T
2L2.04
2" O
verla
p, M
in.
S5 S1-T
S3
S1-T
Stone Boulder - Type B
S4
1'-0
" MIN
1Concrete Pavement - PedestrianScale: 1"= 1'-0''
Section 2Concrete Pavement - VehicularScale: 1"= 1'-0''
Section 3Decomposed Granite Pavement Scale: 1" = 1'-0''
Section
8Landscape Trench Drain Section
5Stone SettsScale: 1"= 1'-0''
Section 6Accessible Curb CutScale: 1/2"= 1'-0''
Plan 7Detectable Warning StripScale: 1"= 1'-0''
Section
L2.01
A Trench Drain at Pavement Scale: 1 1/2" = 1'-0" B Trench Drain at Tree Planting
Scale: 1 1/2" = 1'-0"
Site Details
9Stone BoulderScale: 1"= 1'-0''
SectionJob Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
Scale: As Noted
Site Details - Pavement
4Exposed Aggregate Concrete PavementScale: 1" = 1'-0''
Section
A Stone Boulder Type AScale: 1 1/2" = 1'-0" B Stone Boulder Type B
Scale: 1 1/2" = 1'-0"
12"SQ.
1'-6"
18'-0" T
O IN
TE
RN
AL D
AM
PE
R
4" x 6" FLUSH TYPE REINFORCED
HANDHOLE ASSEMBLY
INTERNAL VIBRATION
DAMPER ASSEMBLY
356 CAST AL. ALLOY
POLE CAP
3'-0"
4 1/2" O
.D
.
30'-0" P
OLE
H
EIG
HT
6063-T6 AL. ALLOY SHAFT
7" O.D. x .188" WALL
TAPERED 7" x 4 1/2"
LUMEWAVE NODE
ARIETA FIXTURE
8'-0
"
CL
Finish Grade
1"
New Street Light Pole and Fixture
30'-0" (+/-) Light Pole andAnchoring System by Manufacturer
Provide Base Cover as Furnished byPole Manufacturer, See LightingSchedule
1'-8" Ø
Compacted Subgrade
6 - #6 Vertical, EQ Spaced
Conduit and Ground Rod,Connect to Inside Metal Pole
#4 Horizontal Ties @ 12" O.C.
Material Varies
3'-8
"
Barrier Marker
Planting Soil
3'-6
"
CL
Finish Grade
Compacted Subgrade
S1
Light Pole and AnchoringSystem by Manufacturer
Provide Base Coveras Furnished byPole Manufacturer
S2
S3
9'-0
"
1'-4" Ø
#4 Horizontal Ties @ 12" O.C.
4 - #5 Vertical, EQ Spaced
Planting SoilProfile Varies
LP-S Leotek Electronics USA#AR18-30M2-MV-NW-2-BK-350-RPA+RTA7M30AYB1VG+PB-5399-7.0-PBK
Fixture Type Fixture Lamp/Source Fixt. Load
LED 4000K 123 W LP-P CRE#ARE-EDR-5M-mounting-04-E-UL-finish-drive
Fixture Type Fixture Lamp/Source Fixt. Load
LED 3000K 46 W
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:
1L2.04
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"
Core Drill 6" Ø ForRound Mounting Box
512" Ø
812"
Junction Box
6" Ø
9L2.01
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 Boulder Type A
9L2.01
Exposed AggregateConcrete Pavement
42.01
Plant Bed
Conduit and Wiring
Light Lantern
DEdge of CoreDrill In
512"
6"
1Street Light Pole - (LP - S)
AScale: 1/2" = 1'-0"
Section
BLight Pole FoundationScale: 1"= 1'-0''
Section
16'-0
"
2Pedestrian Light Pole - (LP - P)
AImageNTS
BLight Pole FoundationScale: 1/2"= 1'-0''
Section
CSchedule
CSchedule
Scale: As Noted
Site Details
L2.02
Job Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
3Light Lantern (LL)Scale as Noted
AImageNTS
BSectionScale: 1"= 1'-0''
CPlanScale: 1"= 1'-0''
DLantern Light FoundationScale: 6"= 1'-0''
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:
1'-6
"
Varies, 12'-0" Max. See Plan
Chain LinkFence
FinishGrade
Flat Cap,All Posts2" O.D. Diagonal Brace,
Typ. Each Gate3 1/2" O.D. Gate Post,Typ. Each Side
All Gate Components to Be HDG and Covered with a Fusion-Bonded Coating. Color: Black
5"
2"
EQ. EQ.
12"
2" 2"5'-812"5'-81
2"
6"
6'-0
"
3'-0
"1'
-6"
3"
NOTE:
Connector Bands,12" O.C. Max., Typ.
Gate Hinge,2 Each Side Cane Bolts, Both Sides
3" O.D. Rail Post,Typ. Each Side
2" O.D. Rail Posts,All Sides
Stretcher Band@ All Sides Each Gate
9 Gauge 2"x2" Chain Link Fabric,Selvage Edges Top and Bottom
Heavy-Duty Hinge,2 per Gate Panel
Thicken Concrete Paving @ Canebolts.Provide Metal Sleeves for Canebolts.
Post Foundation
Lockable Latch L2.031
CL PostCL Post
Varie
s: 1
1'-8
" MIN
- 12
'-6" M
AX
1'-6
"
CIP Concrete Grade Beamwith Reinforcement
Planting SoilProfile Varies
Compacted Gravel Base
Subgrade Drain(Refer to Civic Drawings)
5° BatterAngle on Wall
1'-0
"1'
-6"
Non-WovenGeotextile Fabric
12" wide strip ofgeogrid wrappedthrough block andextending full lengthback into reinforcedfill zone
5L2.01
Metal Guardrail
Stone Setts
Stone Boulder9
L2.01
Planting Soil Profile Varies
Modular Block Wall
PR
OP
ER
TY
LIN
E /
L.L
.O.W
.
Scale: As Noted
Site Details
L2.03
Job Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
1Chain Link Fence1/2" = 1-0"
Section2
Chain Link Gate1/2"=1-0"
Section 3Retaining Wall1/4"=1-0"
Section
S4
S3
Stone Setts
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
5L2.01
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
S1
S2
S3
1'-0
"2'
-0"
6"
3'-6
"2"
SLOPESLOPE
4'-0
"
4"Tr
ench
Mulch
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 toMaterials ManagementPlan and as Approvedby LSP and the Owner
Finish Grade
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
92.01
SP-T
22.04
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
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
2L2.04
Note:
1. For Extent of Marker Barrier,Refer to LR1.01.
1:1
SP-B SP-T
2L2.04
Create Pockets of SP-TBetween Stones. Provide SP-T2X Plant Rootball Widthand 1.5 X Depth
S1
S2 1:1 Scarify andRoughenSurfaceBetweenPlanting SoilLayers, Typ.
9L2.01
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
1Planting Soil - Sand Based Structural Soil (SP-SBSS)Scale: 1"= 1'-0''
Section
L2.04
Site Details
Job Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
Scale: As Noted
Planting Details
2Planting Soil - Tree (SP-T)Scale: 1"= 1'-0''
Section
ASP-B At Stone Boulder Type AScale: 1"= 1'-0''
Section
BSP-B At Stone Boulder Type B Scale: 1"= 1'-0''
Section
3SP-B: BoulderScale as Noted
Finish Grade
Do Not Prune or Thin CanopyUnless Directed to do so byLandscape Architect.
Orient Tree to Have SimilarSolar Aspect as Nursery oras Directed by LandscapeArchitect. Tags are to be Placedon the North Side at Nursery.
Decomposed GranitePavement
Compacted orUndisturbed Subgrade
Pavement Varies
Contractor Shall Remove ExcessFill from Top of Rootball to RevealNatural Root Flare. Set Crown ofRootball 2-3" Higher ThanFinished Grade. Fully Remove Ropefrom Crown to Prevent Girdling.Cut and Remove Burlap from Top1/3 of Rootball. Loosen and LeaveBiodegradable Drum Lacing inPlace. Completely Remove WireBaskets and Synthetic Lacing.
Compacted Pedestal to90% Dry Density
Backfill w/ Planting Soil in 6" Lifts.
Planting Soil
2"Ø Unpeeled Cedar Stake,Orient Parallel with PedestrianTraffic
Install 2 Guys perTree Equal Spacing.Attach Guys Above
Bottom Branch ofTree w/ 3/4" Arbortie.
See Plan Above.
Roadway Curb, See Civil Dwgs.
Trench Drain
2" Unpeeled Cedar Stake
Decomposed Granite Pavement
Drip Irrigation
Infiltration and Aeration
Drip Irrigation
Emitter Manifold, (1) Per Tree Pit
Pavement Varies
Deep Drip Stakes, (4) Per Tree
Extent of Irrigation Dispersion Strip
Rootball
Tree Pit Layout at Curb
Finish Grade.
Planting Soil
Material Varies.
Leave 6" Mound of UndisturbedSubgrade Beneath Rootball.
Crown of Rootball Shall be set 1-1/2" -2" Above Line of Grade. No Fill is to bePlaced on Top of Rootball.
Cut and Remove Burlap and Lacingfrom Top 1/3 of Rootball or RemoveTop & Sides of Wire Baskets.Completely Remove Containers.
Prune Crossed and RubbingBranches as Directed by L.A.2" Leaf Mulch.Continuous Plant Saucer, 30" Diameter with4" high Sides. Where ShrubsOccur in Beds, Mulch Entire Bed, Do NotCreate Individual Saucers.
2x Rootball DiameterA
SectionB
Plan
2Plant BedScale: 1/2"= 1'-0''
L2.05
Site Details
3Shrub PlantingScale: 1/2"= 1'-0''
Detail
Job Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
Scale: As Noted
Planting Details
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
Job Number
Drawn by
Checked
Date
Scale
Drawing No.
Drawing Title
Stamp
O n e B r a t t l e S q u a r e P . O . B o x 9 1 1 4C a m b r i d g e , M A 0 2 2 3 8 - 9 1 1 4
T e l : 6 1 7 4 7 5 4 0 0 0 F a x : 6 1 7 4 7 5 4 4 4 5w w w . t k a - a r c h i t e c t s . c o m
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 FloorBoston, 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 | Lot EF
Design & Site Plan Submission
15039.05
First St. & Dawes St.Somerville, MA, 02141
Scale: As Noted
Planting Details
L2.06
IMetasequoia glyptostroboides
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