DRAWING LIST SPECIAL PERMIT APPLICATION … › - › media › Files › CDD › ZoningDev...2018/03/30 · A101 Ground Floor Plan A102 Floor 2 A103 Floor 3 A104 Floor 4 A105 Roof

Architecture & Planning

Cambridge St Mixed-Use 418 Media Real Estate LLCSpecial Permit Application03/30/18

1043-1059 Cambridge St.Cambridge, MA, 02139

A000 - Cover Sheet

SPECIAL PERMIT APPLICATIONVolume II: Plans and DrawingsMarch 30th 2018

A000 Cover SheetA001 Existing PlanA003 Side Yard Setback WestA004 Side Yard Setback NorthA005 Open SpaceA011 Existing Conditions PhotosA100 Basement PlanA101 Ground Floor PlanA102 Floor 2A103 Floor 3A104 Floor 4A105 Roof PlanA110 Typical Duplex UnitA112 Bicycle Parking PlanA201 Exterior Elevations 1A202 Exterior Elevations 2A203 Building Materials PaletteA204 SectionA300 Parking and Access PlanA301 Perspective ViewsA302 Perspective ViewsA303 Shadow StudyA400 Rendering

Civil Plans

C1.00 Soil Erosion Control and Utility Preparation PlanC2.00 Site Utilities PlanC3.00 Site Grading PlanC4.01 Civil DetailsC4.02 Civil Details

Landscape Plans

Street LevelCommon SpaceRoof TerracePlanting and Materials PlanPlanting and Materials Plan 2Planting and Materials Plan 3

DRAWING LIST

Architectural Plans

Group#2Group#3Group#4Group#5Group#6

Cambridge St.

Elm

St.

Webster Ave.

Colu

mbi

a St

.

#1065#1055

EXISTING 1 STORYBUILDINGS TO BEDEMOLISHED

EXISTINGBRICK/METALFENCING TO BEDEMOLISHED,TYP.

EXISTINGCURBCUT TO BERELOCATED

305 Webster(in construction)

0' 16' 32' 64'Architecture & Planning



A001 - Existing Plan


Cambridge St.

Elm

St.

Webster Ave.

Colu

mbi

a St

.

VEHICLEENTRANCE

Patio

RESIDENTIALENTRANCE

RETAILENTRANCE

Garage

SERVICEENTRANCE

Retail


City of CambridgeStreetscape improvements

305 Websteropen space




A002 - Site Plan

L340.26

L218.36

L141.49

Single

Plan

e

105.8

5

Single Plane S

27.30

S1

20.66

S2

19.60

S3

47.99




A003 - Side Yard Setback West

1" = 20'-0"Sideyard Setbacks West

5.24.4 Multiple vertical planes calculation

(S1xFA1) + (S2xFA2) + (S3xFA3) >= ((Single plane S) x (Single plane FA))(20.66x(41.49x30.65)) + (19.6x(18.36x30.65)) + (47.99x(40.26x30.65)) >= (27.3 x (105.85x30.65))

KeyS SetbackFA Facing Area (LxH)L LengthH Height 96,520.43 >= 88,569.43

Note:Setback formula in accordance with 5.24.4Height + facing area (FA) are calculated from the top of floor 1 to roof

(see diagram below)

Setback

Property Line

Centerline of face

Equal Area

Length

Due to the irregular shape of the site and non-parallel natureof the building faces to the property line:Setback distances are measured to the centerline offacade faces in order to assure equal area is in front/behindthe desired setback distance. (see diagram below)

Residential:Res. C-2B

Retail: BA

Heigh

t

Property Line

Single plane setback(H+L)/5(30.65+105.85)/5 = 27.3

S121.08

S343.79

Single Plain85.26

L330.64

L215.98

L138.63

S232.04

Single Plain S23.18

0 10' 20' 40'Architecture & Planning



A004 - Side Yard Setback North

1" = 20'-0"Sideyard Setbacks North

5.24.4 Multiple vertical planes calculation

(S1xFA1) + (S2xFA2) + (S3xFA3) >= ((Single plane S) x (Single plane FA))(21.08x(38.63x30.65)) + (32.04x(15.98x30.65)) + (43.79x(30.64x30.65)) >= (23.18 x (85.26x30.65))

KeyS SetbackFA Facing Area (LxH)L LengthH Height 81,775.59 >= 60,579.64

Note:Setback formula in accordance with 5.24.4Height + facing area (FA) are calculated from the top of floor 1 to roof

(see diagram below)

Setback

Property Line

Centerline of face

Equal Area

Length

Due to the irregular shape of the site and non-parallel natureof the building faces to the property line:Setback distances are measured to the centerline offacade faces in order to assure equal area is in front/behindthe desired setback distance. (see diagram below)

Residential:Res. C-2B

Retail: BA

Heigh

t

Property Line

Single plane setback(H+L)/5(30.65+85.26)/5 = 23.18


Cambridge St.El

m S

t.

Webster Ave.

Colu

mbi

a St

.

VEHICLEENTRANCE

GroundLevelPatio

RESIDENTIALENTRANCE

2nd FloorAmenityDeck


City ofCambridgeStreetscapeimprovements

305 Websteropen space

Upper LevelRoof Decks

RETAILENTRANCE

Private DeckTyp




A005 - Open Space

Open Space Requirements:

Section 5.22.1• Open Spaces must measure 15' x 15' minimum, except for

balconies• At least 1/2 of total area must be at ground level or w/in 10' of

lowest residential level

Section 5.22.2• In mixed use buildings, open space for residential buildings shall

be calculated in relation to the portion of the lot which theresidential floor area is to the total area of the building

Section 5.31• Residential District C-2B - 15% min of Lot Area to be Private Open

space

Total Building Area - 31,258 sfTotal Residential Building Area - 24,558 sf

Residential area as a percentage of total building area - 24,558/31,258 = 78.5%

Total Site Area - 15,686 sfSite Area required for residential open space calculation - 15,686 x 78.5% = 12,314 sf

Total required private open space - 12,313 x 15% = 1,847 sf

PROPOSED RESIDENTIAL OPEN SPACES

2nd Level Amenity Deck (Accessible to All Tenants) - 2,017 sfBalconies (Private) - 1,540 sfUpper Level Roof Decks (Private) - 1,296 sf

Total Area - 4,853 sfTotal Percentage - 4,853/12,313 = 39%




A011 - Existing Conditions Photos

View from Webster Street View from Columbia Street

View from Cambridge Street View from Cambridge Street

UPUP

2 3 4 5 6 7

B

DE

F

G

H

I

1

11

A

J

K12

C

13

2213 SF

Basement -Comm.

PROPERTYLINE

GARAGEFOOTPRINTABOVE

2597 SF

Basement -Res.

8 9

14 15

68' -

11"

10

19' -

11"

49' -

0"

68' -

11"

76' - 10"

19' -

11"

49' -

0"

84' - 1 3/4"




A100 - Basement Plan


2 3 4 5 6 7

B

DE

F

G

H

I

1

11

A

J

K12

C

13

Bike Room Trash Lobby

Patio

Staff BikeParking

Elev

(13) Spaces

4346 SFRetail

1000 SF

Garage

Mail

SEE LANDSCAPEDWGS FOR PATIODETAILS

ROOFEXTENDSOVER BIKEPARKING

SHORT TERMBIKE PARKING

BLDG EXTENDSABOVE

AUTOMATICDOOR ATGARAGE

ENTRANCE

8 9

14 1510

98' - 5"

49' -

10"

19' -

11"

58' -

8"

128'

- 5"

62' -

2 11/1

6"9'

- 4 1/

16"

39' -

5 3/4"

111'

- 0 7/

16"

57' - 3 3/8"

36' - 6 9/16"

GAS METERS

TRANSFORMER




A101 - Ground Floor Plan


2 3 4 5 6 7

B

DE

F

G

H

I

1

11

A

J

K12

C

13

955 SF1 Bed +

1027 SF2 Bed

1000 SF2 Bed

485 SFStudio

470 SFStudio

647 SF1 Bed

960 SF2 Bed

2017 SF

CommonDeck

PrivateDeck

PrivateDeck

PrivateDeck

PrivateDeck

8 9

14 1510

14' - 3" 13' - 7" 13' - 7" 13' - 7" 13' - 7" 14' - 3"

40' -

9"19

' - 11

"40

' - 8"

10' -

3 1/16

"

45' - 0 9/16"

110'

- 1 15

/16"

20' - 7 1/8"

103' - 5 1/8"

34' -

11 1/

16"

39' - 0"

82' - 10"

111'

- 7 1/

16"

42' -

0"

WHITE PVC ROOF TYP

PARAPET 3'-6"

SEE LANDCAPE DWGSFOR DECK DETAILS

PrivateDeck




A102 - Floor 2

UP


2 3 4 5 6 7

B

DE

F

G

H

I

1

11

A

J

K12

C

13

2 BedDuplex

2 BedDuplex

2 BedDuplex

2 BedDuplex

2 BedDuplex

2 BedDuplex

2 BedDuplex

2 BedDuplex

2 BedDuplex

Studio Studio

8 9

14 15

14' - 3" 13' - 7" 13' - 7" 13' - 7" 13' - 7" 14' - 3"

10

75' - 3 3/4"

82' - 10"

40' -

9"19

' - 11

"40

' - 8"

101'

- 4"

42' - 0"

40' -

9"18

' - 7"

42' -

0"

101'

- 4"

33' - 3 3/4"




A103 - Floor 3


2 3 4 5 6 7

B

DE

F

G

H

I

1

11

A

J

K12

C

13

556 SF

2 BedDuplex

551 SF

2 BedDuplex

551 SF

2 BedDuplex

551 SF

2 BedDuplex

551 SF

2 BedDuplex

556 SF

2 BedDuplex

557 SF

2 BedDuplex

551 SF

2 BedDuplex

558 SF

2 BedDuplex

MECH

ELEVATOR OVERRUN

8 9

14

14' -

3"13

' - 6"

13' -

0"19

' - 11

"40

' - 8"

14' - 3" 13' - 7" 13' - 7" 13' - 7" 13' - 7" 14' - 3"

82' - 10"

40' -

9"

101'

- 4"

1510

75' - 3 3/4"

33' - 3 3/4"

40' -

9"18

' - 7"

42' -

0"

TRASH CHUTEEXHAUST

PARAPET 2'-0"

101'

- 4"

42' - 0"




A104 - Floor 4

2 3 4 5 6 7

B

DE

F

G

H

I

1

11

A

J

K12

C

13

Private Deck

Private Deck

Priva

te De

ck

Priva

te De

ck

Private Deck

Priva

te De

ck

Priva

te De

ck

Priva

te De

ck

Priva

te De

ck

MECH. BELOW ATLOWER ROOF

SEELANDSCAPEDWGS FORROOF DECKDETAILS

8 9

14

14' - 3" 13' - 7" 13' - 7" 13' - 7" 13' - 7" 13' - 9"

1510

82' - 3"

14' -

3"13

' - 6"

13' -

0"19

' - 11

"40

' - 8"

40' -

9"

101'

- 4"

40' -

9"

42' -

0"

STAIR FROM UNIT BELOW TYP,WITH OPERABLE GLASS HATCH

WHITE PVC ROOF TYPPARAPET 2"

42' - 0"




A105 - Roof Plan




A110 - Typical Duplex Unit

28' -

5 1

/2"

3' - 0"

5' -

6"

5' - 2" 5' - 0" 2' - 0"5' -

0"

3' -

0"

10' -

10"

3' -

0"

13' - 7"

11' -

2 1

/2"

11' -

2 1

/2"

8' -

2 3

/4"

8' -

2 3

/4"

3' - 6" 3' - 0"

42' -

0"

STAIR FROM UNIT BELOW TYP,WITH OPERABLE GLASS HATCH

DECKING, TYP

VINE PLANTINGS TRAINED ONMETAL MESH SCREEN, SET INRAISED PLANTER, TYP

2' WIDE X 42" HIGH RAISED PLANTER

11' -

0"

20' -

5"

10' -

7"

1/8" = 1'-0"

Duplex Floor 1 - 484 SF 1/8" = 1'-0"

Duplex Floor 2 - 570 SF 1/8" = 1'-0"

Duplex Roof

Staff BikeParking(8) spaces

Bike Room(18) spaces

Short TermBike Parking(8) spaces

Pedestrian Aisle

5' - 0"8' - 0" 8' - 0"

TYP

3' - 0

"

TYP

4' - 0"8' - 3 1/16"

ROOF OVERHEAD




A112 - Bicycle Parking Plan

FLOOR 122' - 6"

FLOOR 237' - 4 1/2"

FLOOR 347' - 10 1/2"

FLOOR 457' - 6 3/4"

ROOF67' - 10 3/4"

PROP LINE

FENCE

RETAIL23' - 3"

44' -

7 3/4"

108' - 5"

EXTERIOR LIGHTING IN SOFFIT

FLOOR 122' - 6"

FLOOR 237' - 4 1/2"

FLOOR 347' - 10 1/2"

FLOOR 457' - 6 3/4"

ROOF67' - 10 3/4"

RETAIL23' - 3"

Avg. Grade23' - 0"

44' -

10 3/

4"

128' - 5"

A2031




A201 - Exterior Elevations 1

1/16" = 1'-0"SOUTH ELEVATION - Presentation

1/16" = 1'-0"EAST ELEVATION - Presentation

(8) FIBER CEMENT CLAD PLANTERS

(2) DARK METAL PANEL SYSTEM

(1) FIBER REINFORCED CONCRETE PANELSYSTEM

(5) GROUND FACE CMU

(9) ALUMINUM STOREFRONT SYSTEM

(3) PAINTED ALUMINUM WINDOW SYSTEM



(4) CAST IN PLACE CONCRETE

(6) FROSTED GLASS OVERHEADGARAGE DOOR


(2) DARK METAL PANELSYSTEM

(5) GROUND FACE CMU

(9) ALUMINUMSTOREFRONT SYSTEM

(5) GROUND FACE CMU

(7) GLASS GUARDRAILS

EXTERIOR LIGHTING INSOFFIT


(8) FIBER CEMENT CLADPLANTERS

FLOOR 122' - 6"

FLOOR 237' - 4 1/2"

FLOOR 347' - 10 1/2"

FLOOR 457' - 6 3/4"

ROOF67' - 10 3/4"

108' - 1 15/16"

FLOOR 122' - 6"

FLOOR 237' - 4 1/2"

FLOOR 347' - 10 1/2"

FLOOR 457' - 6 3/4"

ROOF67' - 10 3/4"

RETAIL23' - 3"

110' - 3"




A202 - Exterior Elevations 2

1/16" = 1'-0"NORTH ELEVATION - Presentation

1/16" = 1'-0"WEST ELEVATION - Presentation

(1) FIBER REINFORCED CONCRETE PANEL SYSTEM


(7) GLASS GUARDRAIL

(3) PAINTED ALUMINUM WINDOWSYSTEM

(9) ALUMINUM STOREFRONT SYSTEM


(5) GROUND FACE CMU



GAS METERS


(7) GLASS GUARDRAIL





A203 - Building Materials Palette

(1) Fiber-Reinforced Concrete Panel System

(5)

(5) Ground Face CMU

(9) Aluminum StoreFront System

(3) Painted Aluminum Window System

(7) Glass Guard Rail EAST ELEVATION - Materials Palette

(1)

(2)

(3)

(6)

(7)

(8)

(9)(4)

(4) Cast-in-Place Concrete

(2) Dark Metal Panel System

(8) Fiber Cememt Clad Planter Box

(6) Frosted Glass Garage Door System

FLOOR 122' - 6"

FLOOR 237' - 4 1/2"

FLOOR 347' - 10 1/2"

BASEMENT13' - 0"

FLOOR 457' - 6 3/4"

ROOF67' - 10 3/4"

10' -

4"9'

- 8 1/

4"10

' - 6"

RETAIL23' - 3"

Avg. Grade23' - 0"

14' -

1 1/2"

10' -

3"

Retail

2 Bed

2 BedDuplexStudio

Studio

Bike Room

Basement -Comm.

Garage

44' -

10 3/

4"

CommonDeck




A204 - Section




A300 - Parking and Access Plan

Bike Room Trash Lobby

Patio

Staff BikeParking

Elev

(13) Spaces

4345 SF

Retail1000 SF

Garage

Retail Loading and

Trash Pickup

(18) Resident

Bike Spaces

(8) Retail Staff

Bike Spaces

Relocated Bus stop

w/ Built-in Bench

Residential Trash

Pickup

Bus Routes 85 and CT2

turn Left on to Cambridge St

(8) Retail Patron

Bike Spaces




A301 - Perspective Views

Looking East on Cambridge St

Looking Southwest on Webster

Building Entrance and Patio

Looking North Across Cambridge St




A302 - Perspective Views

Looking North from Columbia Street

Looking West from Cambridge Street Aerial View

305 Webster

305 Webster

305 Webster




A303 - Shadow Study

Summer Solstice - 9am Summer Solstice - 12pm Summer Solstice - 3pm Summer Solstice - 6pm

Winter Solstice- 9am Winter Solstice - 12pm Winter Solstice - 3pm Winter Solstice - 6pm

Fall/Spring Equinox - 9am Fall/Spring Equinox - 12pm Fall/Spring Equinox - 3pm Fall/Spring Equinox - 6pm


DISCLAIMER: These plans are conceptual only. They have not beensubject to a comprehensive code and regulatory review, nor have theybeen tested against any as-built surveys. Discoveries in such ananalysis may result in fundamental changes to the original concept.This scheme assumes zoning relief will be required. as will all zoningrelief, the architect cannot guarantee zoning relief will be achieved.



A400 - RenderingG u ti I e

HH

HH

X

X

X

X

XX

X

X

XX

X

EXISTING BUILDING

TO BE DEMOLISHED

EXISTING CONCRETE PATIO

TO BE DEMOLISHED

EXISTING TREE PITS

TO BE DEMOLISHED

EXISTING GRANITE CURB

TO BE REMOVED

EXISTING ASPHALT

TO BE REMOVED

EXISTING ASPHALT

TO BE REMOVED

EXISTING GAS LINE

TO BE REMOVED

EXISTING CHAIN LINK

FENCE TO BE REMOVED

X

X

X

X

X

CUT AND CAP EX. GAS SERVICE AS PER

UTILITY COMPANY REQUIREMENTS

CUT AND CAP EX. GAS SERVICE AS PER

UTILITY COMPANY REQUIREMENTS

REMOVE EXISTING

WALL AND FENCE

REPLACE EX. CONC.

SIDEWALK AND GRANITE

CURB IF DAMAGED

REPLACE EX. CONC.

SIDEWALK AND GRANITE

CURB IF DAMAGED

CUT AND CAP EX. WATER AND

SEWER SERVICES AT THE

RESPECTIVE MAIN

REMOVE EX. CONC.

SIDEWALK

INSTALL CATCH

BASIN FILTER (TYP.)

UTILE PROJECT NUMBER

1447

SCALE

DRAWING NUMBER

TITLE

DATESETNAME

REVISIONS

ARCHITECTURE + URBAN DESIGN

115 KINGSTON STREETBOSTON, MA 02111P 617 423.7200 F 617 423.1414utiledesign.com

ARCHITECT

STAMP

F (857) 496-1160

250 Dorchester Ave, 2nd floorBoston, MA 02127P (617) 953-4390

REAL-ESTATE, LLC418 MEDIA

OWNER

CAMBRIDGE, MA 02139

CAMBRIDGE ST

1055 CAMBRIDGE ST

MEP/FP

STRUCTURAL

CIVIL

Samiotes Consultants, Inc.

20 A STREETFRAMINGHAM, MA 01701P (508) 877-6688 F (508) 877-8349WWW.SAMIOTES.COM

1" = 20'

C 1.00

SOIL EROSION CONTROLAND UTILITY

PREPARRATION PLAN

X X

C44.02

NOTES:

1. THE CONTRACTOR SHALL PHASE ALL DEMOLITION AND REMOVAL

WORK TO ALLOW FOR THE CONTINUING OPERATION OF ALL

STRUCTURES.

2. DRAWING DOES NOT SHOW ENTIRE SCOPE OF DEMO. IT IS

INTENDED TO AID CONTRACTOR WITH IDENTIFYING WORK AND IS

NOT ALL INCLUSIVE. CONTRACTOR SHOULD REFER TO OTHER

DRAWINGS FOR COORDINATION.

LEGEND:

BUILDING TO BE REMOVED (INCL. CUT & CAP UTILITIES)

BITUMINOUS CONCRETE TO BE REMOVED/PULVERIZED

CEMENT CONCRETE TO BE REMOVED

CURB REMOVAL

UTILITIES LINE TO BE REMOVED/ABANDONED (COORDINATE WITH MEP)

UTILITIES STRUCTURE TO BE REMOVED

TREE TO BE REMOVED AND COMPOSTED

PROPOSED CATCHBASIN FILTER

PROPERTY LINE / LIMIT OF WORK

FENCE REMOVAL

HH

HH

W

FP

GW

DMH-1

RIM=22.12

INV(IN4")=18.62

INV(IN6")=18.59

INV(IN6")=18.38

INV(OUT)=18.00

RD

KW

6"Ø

D

IC

L

4"Ø

D

IC

L

DISCONTINUE EX. WATER

SERVICE AT THE MAIN

TRANSFORMER

PAD

E

6" PVC

L=42'

L

=

3

8

'

SS

D

INV = 13.90 V.I.F

RD

LIMIT OF STONE

70'L x 14.5'W INFILTRATION SYSTEM

4 x 18"Ø PERF. HDPE 66'L S=0.00

INV(18")=18.50

INV(IN RD)=18.50

INV(IN AD)=19.50

INV(OUT6")=18.50

INV(OUT6")=19.50

INV(OUT4")=19.66

BOTTOM OF STONE=17.75

INV = 11.50 V.I.F

PROPOSED 4-STORY BUILDING

FFE=23.20

FFE=22.50

GW

S=0.02'

L

=

3

2

'

L=13' S=0.08

4"Ø PVC

L=12' S=0.01

6"Ø PVC

12" INSPECTION

PORT (TYP)

L

=

6

8

'

D

D

L=58'

6" PVC

8

"

P

V

C

GD

AD # 1

RIM=23.50

INV=20.25

S

=

0

.

0

2

4

6

"

P

V

C

1

0

"

P

V

C

D

8"W TD

RIM=22.20

INV=19.00

GAS AND SAND (GS)

INTERCEPTOR

S

S

S=0.02'

GD

SMH-1

RIM=22.30

INV(GS)=18.50

INV(GT)=18.47

INV(SS)=18.34

INV(OUT)=18.20

2,000 GALLONS

GREASE TRAP (GT)

RIM=22.40

INV(IN)=18.66

INV(OUT)=18.41

INV=19.50

GD

L=13' S=0.07

6"Ø PVC

GW

INV=18.75

L=24' S=0.01

8"Ø PVC

L=29' S=0.01

8"Ø PVC

INV=18.79

AD # 2

RIM=23.15

INV=20.18

D

D


1447

SCALE

DRAWING NUMBER

TITLE

DATESETNAME

REVISIONS



ARCHITECT

STAMP

F (857) 496-1160



OWNER

CAMBRIDGE, MA 02139

CAMBRIDGE ST

1055 CAMBRIDGE ST

MEP/FP

STRUCTURAL

CIVIL



1" = 20'

C 2.00

SITEUTILITIES

PLAN

HH

HH

RD

D

RD

22.20

(21.17)

(21.57)

2

1

.9

7

TC=21.74

BC=(21.24)

TC=22.11

BC=(21.68)

22.50

(21.65)

(21.35)

22.23

21.87

21.92

21.86

TC=21.80

BC=(21.30)

21.78

22.20

21.99

22.29

21.90

21.88

TC=(22.24)

22.35

22.50

TC=(22.34)

22.46

23

.2

0

(23.33)


FFE=23.20

FFE=22.50

22.50

TC=(22.38)

MATCH EX.

GRADE

23.04

22.93

23.20

(22.86)

23.20

22.93

(22.72)

(23.13)

22.44

22.50

TC=(24.00)

D

D

22.25

22.20

22.31

22.50

22.50

RIM=22.05

RIM=22.00

22.20

RIM=23.50

23.60

23.75

D

MATCH EX.

GRADE

23.65

22.5022.50

22.50

23.80

23.30

(23.20)

2

3

.2

0

23.05

22.20

23.80

BC=23.15

TC=23.73

RIM=23.15

BC=23.55

23.60

TC=(24.00)

BC=23.42

23.80

TC=(23.70)

BC=23.70

23.48

23.70

1.5%

TYP.

1.5%

TYP.

1

.

5

%

T

Y

P

.

23.70

RIM=22.00

22.90

D

D

CONCRETE

PAVERS

+

TW=131.87

+

BW=130.50

PROPOSED SPOT GRADE

PROPOSED INTERMEDIATE CONTOUR

PROPOSED INDEX CONTOUR

130

129

EXISTING GRADE TO REMAIN

PROPOSED TOP/BOTTOM OF WALL (NOT FOUNDATION)

PROPOSED TOP/BOTTOM OF CURB

PROPOSED RIM ELEVATION (V.I.F.)

+

TC=131.87

+

BC=130.50

+

(130.0)

+

RIM=130.20

+

130.0

PROPOSED TOP/BOTTOM OF STEP

+

TS=131.87

+

BS=130.50

HH

HH

V

G

C


FFE=23.20

FFE=22.50

5

.

7

'

3

.

0

'

5.0'

4.0'

4.1'

6

.

0

'

6.0'

8

.

3

'

6

.

0

'

7.5'

5.9'

CONCRETE

PAVERS


1447

SCALE

DRAWING NUMBER

TITLE

DATESETNAME

REVISIONS



ARCHITECT

STAMP

F (857) 496-1160



OWNER

CAMBRIDGE, MA 02139

CAMBRIDGE ST

1055 CAMBRIDGE ST

MEP/FP

STRUCTURAL

CIVIL



1" = 20'

C 3.00

LAYOUT ANDGRADING PLAN

VGC

PROPOSED VERTICAL GRANITE CURB

LIMIT OF WORK

PROPOSED SIGN

T PROPOSED TRANSFORMER (SEE ELECTRICAL DWG'S)

8/14/2015 SCHEMATIC DESIGN / PRICING


1447

SCALE

DRAWING NUMBER

TITLE

DATESETNAME

REVISIONS



ARCHITECT

STAMP

F (857) 496-1160



OWNER

CAMBRIDGE, MA 02139

CAMBRIDGE ST

1055 CAMBRIDGE ST

MEP/FP

STRUCTURAL

CIVIL



AS NOTED

C 4.01

CIVIL DETAILS

8/14/2015 SCHEMATIC DESIGN / PRICING


1447

SCALE

DRAWING NUMBER

TITLE

DATESETNAME

REVISIONS



ARCHITECT

STAMP

F (857) 496-1160



OWNER

CAMBRIDGE, MA 02139

CAMBRIDGE ST

1055 CAMBRIDGE ST

MEP/FP

STRUCTURAL

CIVIL



AS NOTED

C 4.02

CIVIL DETAILS

UNDISTURBED SUBGRADE

FILTER FABRIC BACK

FILLED IN 6"X6" TRENCH

EXIST. GRADE

2"X2"X4'-6" STAKES

AT 8'-0" SPACING

2'-6"

FILTER FABRIC

FLOW

CONSTRUCTION

SECTION

PROPOSED ASPHALT

BERM OVER CURB

(IF NECESSARY)

10' M

IN

.

NO PARKING WITHIN

10' OF ALL CONSTRUCTION

ENTRANCES. CONTRACTOR

TO POST SIGNS

50' MIN.

45' MIN.

12' MIN.

20' M

IN

.

OPTIONAL WASH RACK

PRE-CAST CONCRETE OR

CORRUGATED STEEL

PLATES

10' M

IN

.

3" MIN.

3" MIN.

10' M

IN

.

CONTRACTOR TO PROVIDE A

WATER SOURCE FOR A WASH

STATION FOR ALL VEHICLES

LEAVING THE SITE.

SID

EW

ALK

RO

AD

WA

Y

CONSTRUCTION FENCE

PROVIDE DRAINAGE AWAY FROM

STABILIZED CONSTRUCTION

ENTRANCE TO ACCEPTABLE

SEDIMENT TRAPPING DEVICE

3" MIN. DIA. DOUBLE WASHED

STONE.

A

A

FILTER FABRIC

3" MIN. DIA. DOUBLE WASHED

STONE.

NOT TO SCALE

p

Bike Room ..::'

G

~ [] D

Retail

D D D

EXISTING OAK TO EXISTING ZELKOVAS TO BE ~- BE PROTECTED ~---~- PROTECTED DURING

DURING CONSTRUCTION CONSTRUCTION

MBRIDGE

G2 COLLABORATIVE LANDSCAPE ARCHITECTURE

28Z Moody St:rHt, Sulw J08

W.ltham, MA 02543

781.373.5945

(PUBLIC - 66' WIDE) STREET

VGC

G.cL ... PROJ. ,, 1sos PROJECT: Cambridge St Mixed- se 1--------DRA\\N aY: EG 1055-1065 Cambridge St. aWG REF: LG Cambrid e, MA, 02139 SCALE: 1"=20'-0" SHEET TITLE:

DATE: 11.21.2017 STREET LEVEL PLAN

NOTE:

S, TYP.

SHRUBS AN : GRASSES/ PERENNIAL PLANTINGS

SIDES REE IN PLANTER PIT

WITH GRATE; SERVICEBERR 4' -0" CLEAR MIN.

"X30" CONCRETE U IT PAVER IN RUNNING B ND PATIERN

RAISED PLANTERS WITH SEASONAL PERENNIALS AN ANNUALS

EXISTING STREET TREE TO BE REPLACED, TYP.

ALL SITE LIGHTING SHALL BE DESIGNED PER CITY OF CAMBRIDGE LIGHT ORDINANCE CH. 15.22 FOR ZONE 2.

CD own•r: 418 Media Real Estate, Inc.

PLANT SCHEDULE

KEY QTY BOTANICAL NAME COMMON NAME PLANT SIZE ROOT COMMENTS

TREES

AG 5 Amelanchier x grandiflora 'Princess Diana' Apple Servi ceberry 2.5-3" caliper B&B Single stem specimen

CB 4 Carpinus betulus 'Fasigiata' Columnar Hornbeam 3"-3.5" calip B&B

ZS 1 Zel kova Serrata Japanese Zel kova 3"-3.5" ca lip B&B

p

SHRUBS

Hq 5 Hydrangea quercifolia Oakleaf hydrangea 5 gal Cont.

Iv 5 I tea vi rgi ni ca 'Henry's Garnet' Virginia sweetspire 5 gal Cont.

GRASSES

SS 60 Schizachyrium scoparium 'Prairie Blues' Little Bluestem 2 Qt Cont.

PERENNIALS

pa 15 Perovskia atriplicifolia Russian sage 2 Qt Cont.

ep 100 Echinacea paradoxa yel I ow coneflower 2 Qt Cont.

~ L----

c \II

<JPMo '.o.1--l==i~~---+---------#--~(1) ZS F=~:!:::::::lF==~==============~===*==~~~=*==:::=Fl======::+=:!C::::::::~==J.~

EXISTING OAK TO ~- BE PROTECTED

EXISTING ZELKOVAS TO BE ~---~- PROTECTED DURING

DURING CONSTRUCTION CONSTRUCTION

MBR/DGE


282 Moody Street, Suite 308

Waltham, MA 02543

781.373.5945

(PUBLIC - 66' WIDE) STREET

G:teLA PRoJ. 1: 1sos PROJECT: Cambridge St Mixed-Use ,____ ______ ____, oRAYIN av: EG 1055-1065 Cambridge St. owG REF: LG Cambrid e, MA, 02139 SCALE: 1"=20"-0" SHEET TillE:

1-oA-TE-,----'1-1.-=21=.2-o..;:;.17-----1 STREET LEVEL PLANTING PLAN

CD Owner:

418 Media Real Estate, Inc.

NOTE: ALL SITE LIGHTING SHALL BE DESIGNED PER CITY OF CAMBRIDGE LIGHT ORDINANCE CH. 15.22 FOR ZONE 2.

GLASS RAILING -----+------~1--------.

PLANTER WITH SMALL TREES ---fl---/

AND PERENNIALS

OUTDOOR FURNISHINGS -A_.,f---H--

DECK OR PAVERS +--+----tt--

PA VERS -+-!----++-----


28Z Moody S1:reet, Suite 308

waltham, MA 02543

781.373.5945

D

o.cLA PROJ. ~ 1000 PROJECT• Cambridge St Mixed-Use I---------< °"'""'·~ EG 1055-1065 Cambridge St. owo '"' LG Cambrid e, MA, 02139 SCALE: 1"=10'-Q" SHEET lln.E:

1-o-,TE-,--1-0.-2.-20_1_7----< COMMON SPACE

PLANTER, TYP.

PRIVATE

D I I I I

o~r. 418 Media Real Estate, Inc.

NOTE: ALL SITE LIGHTING SHALL BE DESIGNED PER CITY OF CAMBRIDGE LIGHT ORDINANCE CH. 15.22 FOR ZONE 2.


28Z Moody St:rHt, Sulw J08

W.ltham, MA 02543

781.373.5945

c;.cL.A PROJ. " iooe PROJECT: Cambridge St Mixed- se 1-----------l DRAM>j aY: EG 1055-1065 Cambridge St. olt«l REF: LG Cambrid e, MA, 02139 SCALE: 1"=20'-0" SHEET lln.E: ~oA-~-,--1~0.~2.~20-1~7--1 ROOF TERRACE

owner: 418 Media Real Estate, Inc.

Amelanchier x grandifolia Carpinus Betulus ‘fastigiata’

Hydrangea quercifolia Itea virginica ‘Henry Garnet’ Schizachyrium scoparium ‘Prairie Blues’

Perovskia atriplicifolia Echinacea paradoxa

Outdoor Planters Metal Fencing between planters

Concrete Unit Pavers at Cafe

Bench at Entry

3

Second floor decking, site furnishings, trees and shrubs in planters

Third floor decking, planters with screening vines and planting.

Documents

DRAWING LIST SPECIAL PERMIT APPLICATION … › - › media › Files › CDD › ZoningDev...2018/03/30 · A101 Ground Floor Plan A102 Floor 2 A103 Floor 3 A104 Floor 4 A105 Roof