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