CLIENTKEN YIHE C/O ATTORNEYRICHARD DIGIROLAMO424 BROADWAY SOMERVILLE, MA 02145

ARCHITECTARROWSTREET INC.10 POST OFFICE SQ. STE 700NBOSTON, MA 02109TEL: 617.623.5555

CIVIL ENGINEERDESIGN CONSULTANTS, INC.120 MIDDLESEX AVE, STE 20SOMERVILLE, MA 02145TEL: 617.776.3350

LANDSCAPE ARCHITECTVERDANT LANDSCAPE ARCHITECTURE318 HARVARD ST. STE 25BROOKLINE, MA 02446TEL: 617.735.1180

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176-182 Broadway, Somerville, MA 02145

10/18/2019BUILDING PROPOSAL

180 Broadway Residences

PROJECT TEAM

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SHEETNUMBER SHEET NAME

-- EXISTING CONDITIONS--- CERTIFIED SITE PLANC1.0 SITE, UTILITY & GRADING PLANC2.0 DETAILSC2.1 DETAILSL0.01 LANDSCAPE PLAN - LEVEL 1L0.02 LANDSCAPE PLAN - LEVEL 4 & ROOFA1.01 SITE PLAN & LOCUSA2.11 FLOOR PLAN - BASEMENTA2.12 FLOOR PLAN - LEVEL 1A2.13 FLOOR PLAN - LEVEL 2A2.14 FLOOR PLAN - LEVEL 3A2.15 FLOOR PLAN - LEVEL 4A2.16 FLOOR PLAN - LEVEL 5A2.17 ROOF PLANA3.01 BUILDING ELEVATIONSA9.01 SHADOW STUDIESA9.02 PERSPECTIVE RENDERINGA9.03 PERSPECTIVE RENDERINGA9.04 PERSPECTIVE RENDERINGSP NEIGHBORHOOD PHOTOS

t

5 STORY MIXED USE BUILDING

20 RESIDENTIAL UNITS

3,171 SF COMMERCIAL

21.5±

19.0±

21.5±

1

C2.0

UTILITY PIPE TRENCH

4

C2.0

STORM DRAIN CONNECTION

INV(8")=11.8±

INV(36"MAIN)=9.8±

5

C2.0

WATER SERVICE CONNECTION

2

C2.0

ELECTRIC AND

COMMS TRENCH

3

C2.0

SANITARY SEWER CONNECTION

INV(8")=3.8±

INV(15"MAIN)=3.0±

ASSUMED LOCATION

OF ELECTRIC SERVICE

CONNECTION

ASSUMED LOCATION

OF CATV SERVICE

CONNECTION

WV

ASSUMED LOCATION

OF GAS SERVICE

CONNECTION

8"D

ETC

CA

TV

TE

L

G

BR

OA

DW

AY

ROOF TOP

LANDSCAPING

AUTUMN ST.

4

C2.1

ASPHALT PAVEMENT

5

C2.1

TRENCH PATCH - SIDEWALK

1

C2.1

TRENCH DRAIN

RIM=TBD

INV=TBD

DISCHARGED, THROUGH

BUILDING, TO STORM DRAIN

2

C2.1

CEMENT CONCRETE

DRIVEWAY

3

C2.1

VERTICAL GRANITE CURB

RESET BRICK PAVERS

RESET BRICK PAVERS

6"FIRE

4"DOM

8FTX22FT PARKING SPACES - 4" WHITE PAINT

EXPOSED GARAGE

RAMP

BIKE

STORAGE

MEET EXISTING

1.5%

8"S

REMOVE AND RESET

EXISTING STREET

FURNITURE

1.5%4.7%

VESTIBULE

FF=17.00

COMMERCIAL SPACE

FF=17.20

COMMERCIAL SPACE

FF=17.20

COMMERCIAL SPACE

FF=17.20

HALL

FF=17.10

STAIRS

FF=17.05

EGRESS

FF=17.20

16.98

17.28

17.40

16.72

17.02

17.14

17.07

17.57

17.20

17.03

17.20

17.11

16.85

17.00

16.79

16.67

16.77

17.05

17.10

17.20

STAIRS

1.5%

1.5%

17.65

WV

17.60

17.20

SITE, UTILITY& GRADINGPLAN

C1.0

1"=10'

10

SCALE: 1" = 10'

0 20 30 40

LEGEND

DRAIN LINE

ELECTRIC, TEL. & CABLE LINE

FIRE SUPRESSION LINE

GAS LINE

SEWER LINE

ETC

D

FIRE

GAS

S

16.38

SPOT GRADE

W.G.WATER GATE

G.G.

GAS GATE

TEST PIT

DOMESTIC WATER LINEDOM

EXISTING:

PROPOSED:

STOCKADE

CONTOUR

WV

32

TC,BC

TW,BW

PIPE MATERIALS:

SANITARY SEWER: 8" PVC ASTM D3034-SDR 35.

STORM DRAIN: 8" PVC SCHEDULE 40.

WATER: DOMESTIC: 4" CEMENT LINED DUCTILE IRON, CLASS 52, TO BE CONFIRMED BY MEP.

FIRE: 6" CEMENT LINED DUCTILE IRON, CLASS 52, TO BE CONFIRMED BY MEP.

ALL WATER LINES SHALL HAVE A MINIMUM OF 5 FEET

OF COVER.

CONIFEROUS TREE

TELEPHONE MANHOLE

COMBINED SEWER & DRAIN

CS

STEAM LINEST

OHW

ELECTRIC LINE

T

DRAIN LINE

GAS LINE

WATER LINE

D

W

G

S

SANITARY SEWER

TELEPHONE LINE

MAIL BOX

TRAFFIC SIGNAL

PARKING METER

WASTE BASKET

ELECTRIC MANHOLE

DRAIN MANHOLE

SANITARY MANHOLE

WG

GG

WATER GATE

DECIDUOUS TREE

FIRE HYDRANT

CATCH BASIN

PLANTER

20.85

+

SPOT GRADE

UTILITY POLE

GAS GATE

UNKNOWN MANHOLE

INSP

MB

PM

WB

TS

TOP OF CURB, BOTTOM OF CURB

TOP OF WALL, BOTTOM OF WALL

INSPECTION PORT

COCLEAN OUT

DR BY: RLBCHK BY: SBSPROJ NO: 2017-081DATE: SEPTEMBER 11, 2019SCALE:

SHT NO:

SHEET NAME:

STAMP:

REV DESCRIPTION DATE

PROJECT INFO

PROJECT TEAM

ARCHITECT:ARROW STREET10 POST OFFICE SQUARE, SUITE 700NBOSTON, MA 02109617-623-5555

DEVELOPER:KEN YIHE C/O ATTORNEYRICHARD DIGIROLAMO424 BROADWAYSOMERVILLE, MA 02145

180 BROADWAYRESIDENCES5-STORY, 26-UNITS+RETAIL176-184 BROADWAYSOMERVILLE, MA

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(4" MIN THICKNESS FOR PAV'T)

TREATMENT & THICKNESS

MATCH EXISTING SURFACE

CRUSHED STONE TO BE PLACED AGAINST

PIPE BEDDING CONSISTING OF 1/2 TO 3/4 INCH

L

IN 1 FOOT LAYERS

PLACED & COMPACTED

SUITABLE BACKFILL TO BE

C

STREET BASE

SCREENED GRAVEL TO

EXIST. GROUND

(6" GRAVEL MIN.)

MATCH EXISTING

EXCAVATION IN LEDGE

UTIILTY PIPE TRENCH

EXCAVATION IN EARTH

8"

COMPACTED IN ONE FT LIFTS

ONE FT ABOVE PIPE CROWN

C

L PIPE

LEDGE

CENTERLINE OF THE PIPE

PAVED AREASUNPAVED AREAS

6" LOAM & SEED

UNDISTURBED SIDES OF TRENCH UP TO THE

WOOD SHEETING, IF REQUIRED,

SHALL BE CUT OFF AT LEAST FIVE

(5) FEET BELOW STREET GRADE

AND ONE FOOT ABOVE THE

CROWN OF THE PIPE

(SHEETING NOT REQUIRED FOR

TRENCHES WITH DEPTHS LESS

THAN 4 FEET.)

DETAILS I

C2.0

N.T.S.

FLOW

45°

12"

6"

5"

8" PIPE

EXISTING SEWER MAIN

CRUSHED STONE BEDDING

3/4" MINIMUM

8" PIPE

8" PIPE WITH 2% MINIMUM SLOPE

EXISTING SEWER

MAIN

8" BEND

20" FIBER FORM TO BE

LEFT IN PLACE

Y- BRANCH

30° CURVE

6" MIN. COVER

CONCRETE

6"

9"

9"

SEWER CHIMNEY WITH 45° CONNECT TO EXISTING SEWER

1NOT TO SCALE

WATER SERVICE CONNECTION

5NOT TO SCALE

AL

L W

AT

ER

C

OM

PO

NE

NT

S

CONC. THRUST

BLOCK

12" WATER MAIN

(MUELLER H-615)

MJxMJxFL TAPPING SLEEVE

5'-0

" M

IN

. C

OV

ER

BLOCKING

IN FIELD

FOUNDATION

TO

LENGTH TO BE DETERMINED

D.I.C.L. PIPE

(MUELLER H-687)

MJxFL GATE VALVE

TAPPING VALVE W/ RESILIENT SEAT

VALVE BOX & COVER

MUNICIPAL STANDARD

BLOCKING

D.I.C.L. PIPE

LEAVE BURRIED OPEN POSITION

(MUELLER H-687)

MJxFL GATE VALVE

3NOT TO SCALE

UTILITY & DRAINAGE NOTES

1. THE LOCATION OF AND SIZE OF BURIED UTILITIES ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY BY DESIGN CONSULTANTS

INC., PLANS OF RECORD & PLANS FROM RESPECTIVE UTILITY COMPANIES.

2. THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE OF

EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN THE STREET ROW, OR ON ABUTTING LOTS.

3. CONTACT DIG-SAFE AT 1-888-344-7233 OR 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO EXCAVATION. THE CITY OF SOMERVILLE MUNICIPAL UTILITIES

(WATER, SEWER, & DRAIN) ARE PART OF DIG-SAFE.

4. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER

OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE AND EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING

WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO

EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

5. ALL EXISTING UTILITY SERVICE CONNECTIONS SHALL BE ABANDONED UNLESS NOTED OTHERWISE. CUTTING AND CAPPING OF DESIGNATED WATER

AND SEWER SERVICES SHALL OCCUR AT THE MAIN IN THE STREET, BY THE CONTRACTOR, IN ACCORDANCE WITH THE CITY OF SOMERVILLE

STANDARDS. THE PROPOSED GAS, ELECTRIC AND/OR CATV INSTALLATION AND ABANDONMENT OF EXISTING CONNECTIONS SHALL BE COORDINATED

BY THE CONTRACTOR WITH THE RESPECTIVE COMPANIES.

6. FINAL DEMARCATION POINTS FOR GAS, ELECTRIC, TELEPHONE, AND COMMUNICATION SERVICE ENTRANCES ARE SUBJECT TO APPROVALS OF EACH

PROVIDER.

7. ALL UTILITIES SHOWN ON THIS SITE ARE TO THE EXTERIOR OF THE BUILDING FOUNDATION ONLY. UTILITIES THROUGH THE FOUNDATION AND INSIDE

THE BUILDING ARE THE RESPONSIBILITY OF THE MECHANICAL ENGINEER. SEE MECHANICAL ENGINEERING PLANS.

8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE EXACT LOCATION OF ALL PROPOSED UTILITY CONNECTIONS.

9. NEW WATER SERVICES MUST BE LEFT SHUT OFF AT THE MAIN ON THE STREET UNTIL ACTIVATED BY CITY OF SOMERVILLE.

10. TEST PITS SHALL BE REQUIRED TO DETERMINE SUBSURFACE SOILS AND ESTABLISH MEAN HIGH GROUNDWATER ELEVATION PRIOR TO ORDERING

AND INSTALLATION OF STORMWATER MANAGEMENT SYSTEM COMPONENTS. ADJUSTMENTS TO SYSTEM MAY BE REQUIRED PER TEST RESULTS.

11. THE CONTRACTOR SHALL SUPPLY ALL PIPING FOR THE UTILITY SERVICES AND SHALL SUPPLY ALL ASSOCIATED APPURTENANCES, FITTING AND

VALVES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PERFORM ALL WET AND DRY TAPS AS PART OF HIS/HER CONTRACT.

12. CITY OF SOMERVILLE RESERVES THE RIGHT TO INSPECT ALL FACILITIES DISCHARGING TO THE CITY OF SOMERVILLE DRAIN AND SEWER SYSTEMS. A

DYE TEST SHALL BE PERFORMED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT.

13. PRIOR TO CONSTRUCTION OF NEW SANITARY SEWER AND STORM DRAIN LINES, CONTRACTOR SHALL PERFORM TEST PITS AT LOCATIONS OF

EXISTING LATERAL CONNECTIONS FOR SANITARY SEWER AND STORM DRAINS TO CONFIRM INVERTS OF LATERALS. ANY DISCREPANCIES ARE TO BE

REPORTED TO THE ENGINEER IMMEDIATELY.

14. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE

ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION SHALL BE FURNISHED TO THE ENGINEER FOR

RESOLUTION OF THE CONFLICT.

15. TRENCH AREAS FOR THE CONSTRUCTION OF THE UNDERGROUND UTILITIES ARE TO BE REPATCHED WITH SAME MATERIAL AT THE SAME DEPTH AS

THE EXISTING MATERIAL. THE AREAS OF TRENCHING SHALL BE NEATLY SAW-CUT AND THE NEW PATCHING MATERIAL SHALL BE PROPERLY SEALED IN

ACCORDANCE WITH THE CITY OF SOMERVILLE MUNICIPAL STANDARDS.

16. DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES, TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST

CAVE-IN.

17. NO TRENCHES ARE ALLOWED TO REMAIN OPEN OVERNIGHT. ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE WORK DAY OR COVERED

WITH STEEL PLATES PER 520 CMR 14.00 EXCAVATION AND TRENCH SAFETY. IF STEEL PLATES ARE USED, THE TOTAL LENGTH OF PLATES IN THE

TRAVELED WAY SHALL LIMITED TO 50'.

GENERAL NOTES

ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL CONFORM TO THE STANDARDS OF THE CITY OF SOMERVILLE,

DEPT. OF PUBLIC WORKS AND ANY OTHER AGENCY WITH AUTHORITY IN THIS AREA.

CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION. NO CONSTRUCTION DEBRIS SHALL BE ALLOWED TO

ACCUMULATE WITHIN THE WORKSITE AND NO DIRT, GRAVEL, ETC. SHALL BE ALLOWED TO ACCUMULATE ON THE PUBLIC

RIGHT-OF-WAY.

AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED

BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

X" SCH. 40 PVC

ELECTRIC CONDUIT

X" SCH. 40 PVC

CABLE TV CONDUIT

X" SCH. 40 PVC

TELEPHONE CONDUIT

DETECTABLE WARNING TAPE

UNDISTURBED EARTH

12"

SAND BEDDING

NOTE:

1. FINAL SIZE, LOCATION AND NUMBER OF CONDUITS SHALL BE DETERMINED BY THE SERVICE

PROVIDER.

2. ELECTRIC CONDUIT UNDER PAVEMENT AREAS SHALL BE GALVANIZED STEEL OR ENCASED 6"

OF CONCRETE ON ALL SIDES.

12"

SUITABLE BACKFILL

MATERIAL COMPACTED

AS SPECIFIED

6"

CONSTRUCT FULL DEPTH PAVEMENT

SECTION OR USE SUITABLE BACKFILL

MATERIAL WITH LOAM AND SEED IN

PERVIOUS AREAS AS SPECIFIED

6"6"6"

ELECTRIC & COMMS TRENCH

30" MIN.

2NOT TO SCALE

CAST IRON VALVE BOX OR INDICATOR POST

AS REQUIRED. CENTER OVER VALVE BONNET

AND KEEP PLUMB UNTIL BACKFILLED

FINISHED STREET GRADE MATCH EXIST

SURFACE TREATMENT. MIN 4"PAV'T

PLACE MASONRY RING

UNDER VALVE BOX ON

COMP. FILL. DO NOT

REST ON VALVE

ACCESS TUBE

SIDEWALK VALVE & BOX

FOR FIRE SERVICE ONLY

SIDEWALK VALVE & BOX

FOR FIRE SERVICE ONLY

SADDLE CONNECTION - PLAN

NOT TO SCALE

STAINLESS STEEL (TYP)

BAND CLAMP

STORM DRAIN PIPE

GASKET

STRAP ON SADDLE

SADDLE (SEE DETAIL

THIS SHEET)

6" MIN. BELOW THE PIPE

EXISTING SERVICE LATERAL

12" MIN. ABOVE AND ON THE SIDES

OF THE PIPES

45°

LINER PIPE

6"

BACKFILL PER

SPECIFICATIONS

PVC HOUSE OR

BUILDING LATERAL

CRUSHED STONE

FLEXIBLE RUBBER ADAPTER (FERNCO) WHEN

CONNECTING TO EXISTING SERVICE

EXCAVATE AS REQUIRED

FINISHED GRADE

12"

NOTES:

1. REPLACE EXISTING SERVICE LINE TO EXTENT SHOWN ON

PLAN/PROFILES AND AS SPECIFIED.

STORM DRAIN CONNECTION

4NOT TO SCALE

DR BY: RLBCHK BY: SBSPROJ NO: 2017-081DATE: SEPTEMBER 11, 2019SCALE:

SHT NO:

SHEET NAME:

STAMP:

REV DESCRIPTION DATE

PROJECT INFO

PROJECT TEAM

ARCHITECT:ARROW STREET10 POST OFFICE SQUARE, SUITE 700NBOSTON, MA 02109617-623-5555

DEVELOPER:KEN YIHE C/O ATTORNEYRICHARD DIGIROLAMO424 BROADWAYSOMERVILLE, MA 02145

180 BROADWAYRESIDENCES5-STORY, 26-UNITS+RETAIL176-184 BROADWAYSOMERVILLE, MA

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COMPACTED SUBGRADE

6" CRUSHED STONE BASE

4" CONCRETE, 6" AT DRIVEAY

DIRECTION OF WALK

(SIZE OF 3/4" TO 1" DIAMETER CRUSHED STONE)

1. PROVIDE

1

2

" CONSTRUCTION CONTROL JOINT WITH PREFORMED EXPANSION MATERIAL

EVERY 20'-0" O.C. MAX.

2. PROVIDE A TOOLED DUMMY JOINT

1

4

"W x

1

2

"D AS NEEDED TO PROVIDE SYMMETRY.

BROOM FINISH PERPENDICULAR TO

NOTES:

TRENCH PATCH - SIDEWALK

DETAILS II

C2.1

N.T.S.

5NOT TO SCALE

COMMON FILL

NOTE:

COMPACTED SUBGRADE

(STRIP LOAM AND ORGANICS)

8" GRAVEL OR

PROCESSED

ROADWAY BASE

1

1

2

" TOP COURSE

MHD M3.11.03

2" BINDER MHD

M3.11.03

ASPHALT PAVEMENT

4NOT TO SCALE

1. SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION.

2. SEE GRADING, DRAINAGE AND EROSION CONTROL PLANS FOR

PAVEMENT SLOPE AND CROSS-SLOPE.

LONG RADIUS DISCHARGE ELBOW

8"DIA

22"

MEET PROP.

GRADE

CONCRETE

SIDE & BOTTOM

GALVANIZED

STEEL GRATE

H20 LOADING

4"

MEET PROP.

GRADE

22"

FIBERGLASS

CHANNEL

NOTE

MANUFACTURE BY JAY R. SMITH DRAINAGE SYSTEM

CHANNEL NO. 9812-810

WITH LONGITUDINAL TRENCH SLOPE = 1.04%

& 8" BOTTOM OUTLET

10.1"

SECTION VIEW

12

.2

5" T

O 1

3.0

0"

8"

TRENCH DRAIN

1NOT TO SCALE

TOP COURSE

PAVEMENT

PROP. SAWCUT

PROP. HOT MIX ASPHALT

CEMENT CONCRETE

GRAVEL BORROW

EXIST. PAVEMENT

REMOVE 1-1/2"

6"

(MIN.)

(M

IN

.)

6"

6"

(MIN.)

12"

6" REVEAL (TYP.)

OR RELOCATED EXISTING CURB

PROP. GRANITE CURB TYPE VA-4

SEE CEMENT CONC.

(3,000PSI - 3/4" AGGR.)

VERTICAL GRANITE CURB

SIDEWALK DETAIL

RETAIN EXIST.

3NOT TO SCALE

BACK OF SIDEWALK

0'-8" GRAVEL BASE

8'-0"±

CONCRETE

0'-6" CEM.

1

.

5

%

5%

to 1

5%

SLO

PE

SECTION A-A

2.0% MAX

1.5% PREFERRED

LANDING

W

HIGH SIDE TRANSITION

≤7.5

%

8.3

% M

AX

S

L

O

P

E

5

%

t

o

1

5

%

SIDEWALK

8.3

% M

AX

≤7.5

%

ROADWAY

3'-0"

APRON

EDGE OF ROADWAY

0'-6" REVEAL

A

8.3

%

M

AX

≤7.5

%

LOW SIDE TRANSITION

8.3

%

MA

X

≤7.5

%

2

.

0

%

M

A

X

.

A

6.5' MIN.

16'-0" MIN.

P

R

E

F

E

R

R

E

D

3

'

-

3

"

M

I

N

.

NOT TO SCALE

CEMENT CONCRETE DRIVEWAY

2

DR BY: RLBCHK BY: SBSPROJ NO: 2017-081DATE: SEPTEMBER 11, 2019SCALE:

SHT NO:

SHEET NAME:

STAMP:

REV DESCRIPTION DATE

PROJECT INFO

PROJECT TEAM

ARCHITECT:ARROW STREET10 POST OFFICE SQUARE, SUITE 700NBOSTON, MA 02109617-623-5555

DEVELOPER:KEN YIHE C/O ATTORNEYRICHARD DIGIROLAMO424 BROADWAYSOMERVILLE, MA 02145

180 BROADWAYRESIDENCES5-STORY, 26-UNITS+RETAIL176-184 BROADWAYSOMERVILLE, MA

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1/A3.0

1

3/A3.01

4/A3.01

2/A3.0

1

© C

opyr

ight

Arro

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reet

Inc.

Drawing Title

SCALE

Drawing Number

Author

Issue date

Checker

Project Number

Revisions

176 - 182 BROADWAYSOMERVILLE, MA

02145

11/1

3/20

19 1

0:32

:29

AM

As indicated

17015

10/18/2019

A1.01

SITE PLAN &LOCUS

180Broadway

Residences

BUILDINGPROPOSAL

EB

SS

No. Date Description 3/32" = 1'-0"1 SITE & LOCUS PLAN

A A

BB

A A

BB

A A

BB

ZONING SECTION DIAGRAM B-B

ZONING SECTION DIAGRAM A-A

24” and 22” Sycamore Maples

22” and 10” Sycamore Maples - selectively remove two Sycamore Maples on fence line

with permission of abutter

PROPOSED PLANT LIST Trees: 6 QP Quercus palustris ‘Green Pillar’ Fastigiate Pin Oak 6-7’ ht. B&BShrubs: 2 CM Clematis ‘Montana Rubens’ Pink Montana Clematis 2 gal. Pots 3 CV Clematis virginiana Virgins Bower Clematis 2 gal. Pots 8 CA Clethra alnifolia Summersweet 5 gal. Pots8 HP Hydrangeapaniculata‘Grandiflora’ PanicleHydrangea 48”ht.3 IG Ilex glabra ‘Shamrock’ Shamrock Inberry 24” ht. Pots7 IM Ilex meserveae ‘Blue Girl’ Blue Holly (provide 1 male) 5 gal. 36-42”3 VD Viburnum dentatum Arrowwood Viburnum 4-5’ B&BPerennials: 25 an Athyrium niponicum ‘Pictum’ Japanese Painted Fern 2 gal. Pots75 cm Carex morrowii ‘Ice Dance’ Variegated Sedge 2 gal. Pots60 gm Geranium macrorrizhum ‘Bevan’s Variety’ Bevans Geranium 2 gal. Pots40 hm Hakonochloa macra ‘Aureola’ Japanese Forest Grass 2 gal. Pots100 ls Liriope spicata Lilyturf 1 gal. Pots8 nr Nepeta racemosa ‘Walkers Low’ Catmint 2 gal. PotsSedum-Mix Blanket by Sempergreen - Approx. 216 sq.ft.

accent unit pavers- match color of Broadway standard pavers

1’ x 4’ precast concrete pedestal pavers on deck, typ.

2’ x 2’ precast concrete pedestal pavers on deck, typ.

permeable cast stone pavers(wide joints)

Virgin’s Bower Vine

Panicle Hydrangea

Variegated Sedge

Japanese Painted Fern

Summersweet

Arrowwood Viburnum

Blue Holly

Horizontal Board Fence

CA-8

B R O

A D

W A

Y

IM-7

HP-5

Provide 6’ ht. Cedar Wood Board fencing along property line

End of garage structure below, typ.

QP-2

180 BROADWAY RESIDENCES, SOMERVILLE, MA

OCTOBER 18, 2019

ILLUSTRATIVE LANDSCAPE PLAN

Columnar trees along Property Line

Line of Easement concretepaving

BikeStorage

Shed

Ramp to Garage

Provide 6’ ht. Cedar Wood Board fencing along property line

Provide 6’ ht. Cedar Wood Board fencing

along property line

Remove 10” Ailanthus

QP-4

IG-3

VD-3

HP-3

approx. 12’ x 18’

sedum mat

Japanese Forest Grass

Fastigiate Sweet Gum

Precast concrete or wood pedestal pavers

Roof Deck Plan4th Floor Plan

Rectangular Planters with Green Screens and Wind

Attenuating Screens

Contrete Pedestal pavers

Roof Deck PatioExtensive Green Roof

Ipe Wood Pavers

ROOF TOP GARDENS 180 BROADWAY RESIDENCES,

SOMERVILLE, MA OCTOBER 18, 2019

UP

UP

1/A

3.0

1

3/A3.01

4/A3.01

PROPERTYY LINE

120' - 2"

LINE OF EASEMENT

1

2

3 4 5 6 7 8 9

1011

12

13

15

17

18

14

16

21

2220

19

18' - 11"

20' -

7"

18' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

9' -

0"

8' -

0"

8' -

0"

9' -

0"

8' -

0"

9' -

0"18' - 0" 20' - 0 3/4" 18' - 0"

8' -

6"

-12.5'

-14.5'

-11.5'

-8.5'

9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0"

3/8" / 1'-0"

1" /

1'-0

"

5/8"

/ 1'

-0"

16' -

0"

8' - 0"

COMPACT

COMPACT

COMPACT

COMPACT

18' - 0"

STAIRS

STAIRS

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

7/2

019 5

:27:2

2 P

M 1/8" = 1'-0"

17015

10/18/2019

A2.11

FLOOR PLAN -BASEMENT

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

1/8" = 1'-0"2BASEMENT

No. Date Description

DN

UP

DNUP

1/A

3.0

1

3/A3.01

4/A3.01

2/A

3.0

1

PROPERTYY LINE

LINE OF EASEMENT

20' SETBACK

20' SETBACK

20' - 0"

STAIRS

STAIRS

EGRESSHALL

3163 SF

COMMERCIAL

144 SF

LOBBY

1 1/2" / 1'-0"1"

/ 1'

-0"

18' - 11"

18' -

8"LINE OF BUILDING

OVERHEAD

TRASH

UTILITIES

EGRESS

BIKESTORAGE

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

7/2

019 5

:27:2

2 P

M 1/8" = 1'-0"

17015

10/18/2019

A2.12

FLOOR PLAN -LEVEL 1

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

No. Date Description

1/8" = 1'-0"1LEVEL 1

DN

UP

DN

UP

PROPERTY LINE 20' SETBACK

BALCONY

BALCONY

LINE OF EASEMENT

ELEC.

UTILITIES

723 SF

1 BEDUNIT201

715 SF

1 BEDUNIT202

745 SF

1 BEDUNIT203

1512 SF

3 BEDUNIT205

860 SF

2 BEDUNIT204

CORRIDOR

BALCONY

19' -

10"

77' -

3 1

/8"

12' -

2 3

/4"

13' -

1 1

/2"

12' -

4 1

/8"

13' -

0"

12' -

4 3

/4"

13' -

0"

25' -

4 3

/4"

25' -

4 1

/8"

25' -

4 1

/8"

5' -

0"

BIKE SHED ROOF BELOW

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

7/2

019 5

:27:2

3 P

M 1/8" = 1'-0"

17015

10/18/2019

A2.13

FLOOR PLAN -LEVEL 2

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

No. Date Description

1/8" = 1'-0"2LEVEL 2

DN

DN

PROPERTY LINE 20' SETBACK

LINE OF EASEMENT

717 SF

1 BEDUNIT302

767 SF

1 BEDUNIT303

860 SF

2 BEDUNIT304

1512 SF

3 BEDUNIT305

STORAGE

BALCONY

BALCONY

ELEC.

CORRIDOR

STAIRS

STAIRS

2' - 2"

5' -

0"

5' - 0"

4' -

9 3

/4"

5' - 0"

712 SF

1 BEDUNIT301

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

7/2

019 5

:27:2

4 P

M 1/8" = 1'-0"

17015

10/18/2019

A2.14

FLOOR PLAN -LEVEL 3

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

No. Date Description

1/8" = 1'-0"1LEVEL 3

PROPERTY LINE35' - 0" SETBACK ABOVE 35' - 0" ELEVATION

20' - 0" SETBACK

BALCONY

LINE OF EASEMENT

691 SF

1 BEDUNIT401

709 SF

1 BEDUNIT402

745 SF

1 BEDUNIT403

ELEC.

CORRIDOR

818 SF

2 BEDUNIT404

670 SF

1 BEDUNIT405

STAIRS

STAIRS

5' - 0"

5' - 3 3/8"

PLANTED AREAPRIVATE TERRACE

SHARED TERRACE

BALCONY

BALCONY

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

7/2

019 5

:27:2

5 P

M 1/8" = 1'-0"

17015

10/18/2019

A2.15

FLOOR PLAN -LEVEL 4

180Broadway

Residences

BUILDINGPROPOSAL

Author

Checker

No. Date Description

1/8" = 1'-0"1LEVEL 4

UP

UP

PROPERTY LINE35' - 0" SETBACK ABOVE 35' - 0" ELEVATION

TERRACE BELOW

LINE OF EASEMENT

640 SF

1 BEDUNIT501

678 SF

1 BEDUNIT502

723 SF

1 BEDUNIT503

818 SF

2 BEDUNIT504

670 SF

1 BEDUNIT505

ELEC.

STAIRS

5' - 3 3/8"

STAIRS

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

7/2

019 5

:27:2

5 P

M 1/8" = 1'-0"

17015

10/18/2019

A2.16

FLOOR PLAN -LEVEL 5

180Broadway

Residences

BUILDINGPROPOSAL

Author

Checker

No. Date Description

1/8" = 1'-0"1LEVEL 5

DN

DN

PROPERTY LINE35' - 0" SETBACK ABOVE 35' - 0" ELEVATION

EDGE OF BUILDING @ LEVEL 4

AREA OF ROOF DECK

MECHANICAL HVAC AREA

STAIRS

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

7/2

019 5

:27:2

6 P

M 1/8" = 1'-0"

17015

10/18/2019

A2.17

ROOF PLAN

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

No. Date Description

1/8" = 1'-0"1ROOF

LEVEL 2

14' - 0"

ROOF

55' - 0"

LEVEL 1

0"

LEVEL 3

24' - 0"

LEVEL 4

34' - 0"

LEVEL 5

44' - 0"

PARAPET

58' - 6"

OPEN TO

BEYOND

PROPERTY

LINE

TAN BRICK

RED BRICK

PTD ALUM REVEAL

PTD METAL COPING

VERTICAL WOOD

SIDING

METAL RAILINGS

CLEAR STOREFRONT

GLAZING

RED BRICK

RED BRICK

PTD CONCRETE

LEVEL 2

14' - 0"

ROOF

55' - 0"

LEVEL 1

0"

LEVEL 3

24' - 0"

LEVEL 4

34' - 0"

LEVEL 5

44' - 0"

PARAPET

58' - 6"

CLEAR STOREFRONT

GLAZING

RED BRICK

VERTICAL WOOD SIDING

METAL RAILINGS

PTD ALUM REVEAL

TAN BRICK

RED BRICK

METAL RAILING

RED BRICK

VERTICAL WOOD

SIDING

PTD ALUM REVEAL

PTD CONC. COLUMN

TAN BRICK

TAN BRICK

LEVEL 1

0"

TAN BRICKRED BRICK

PTD MTL REVEAL

VERTICAL WOOD SIDING

METAL RAILINGS

RED BRICK

PTD ALUM TRIM

METAL GUARDRAIL

TAN BRICK

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/1

8/2

019 1

2:0

1:2

1P

M

1/8" = 1'-0"

17015

10/18/2019

A3.01

BUILDINGELEVATIONS

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

1/8" = 1'-0"1NORTH ELEVATION

1/8" = 1'-0"3WEST ELEVATION

1/8" = 1'-0"4EAST ELEVATION

1/8" = 1'-0"2SOUTH ELEVATION

No. Date Description

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/2

2/2

019 9

:41:1

1 A

M

12" = 1'-0"

17015

10/18/2019

A9.02

PERSPECTIVERENDERING

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

No. Date Description

12" = 1'-0"1STREET VIEW RENDERING - NE CORNER

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reet

Inc.

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Author

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Project Number

Revisions

176 - 182 BROADWAYSOMERVILLE, MA

02145

11/1

3/20

19 1

0:41

:40

AM

12" = 1'-0"

17015

10/18/2019

A9.03

PERSPECTIVERENDERING

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

No. Date Description

1 BROADWAY VIEW - NORTHEAST 2 BROADWAY VIEW - NORTH WEST

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176 - 182 BROADWAYSOMERVILLE, MA

02145

10/2

1/2

019 5

:10:5

4 P

M 12" = 1'-0"

17015

10/18/2019

A9.04

PERSPECTIVERENDERING

180Broadway

Residences

BUILDINGPROPOSAL

HK

SS

No. Date Description

12" = 1'-0"1REAR VIEW - SW CORNER

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Inc.

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176 - 182 BROADWAYSOMERVILLE, MA

02145

11/1

3/20

19 1

1:02

:43

AM

1/8" = 1'-0"

17015

10/18/2019

A9.05

PERSPECTIVERENDERINGS

180Broadway

Residences

BUILDINGPROPOSAL

Author

Checker

No. Date Description

1/8" = 1'-0"1 BROADWAY VIEW - GROUND LEVEL

1/8" = 1'-0"2 AERIAL VIEW LOOKING EAST

LOT LOCATION

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176 - 182 BROADWAYSOMERVILLE, MA

02145

9/6

/2017 1

:26:0

8 P

M

12" = 1'-0"

17015

09/05/2017

SP

NEIGHBORHOODPHOTOS

180Broadway

Residences

BUILDINGPROPOSAL

Author

Checker

No. Date Description

1EXISTING STREETSCAPE

2NEIGHBORHOOD PHOTOS

12" = 1'-0"3STREETSCAPE STUDY