proposed: cambria hotel - somerville, ma

Owner

Architect

Civil Engineer

StructuralEngineer

LandscapeConsultant

CAMBRIDGE SEVEN ASSOCIATES, INC.Cambridge, MA

DCISomerville, MA

ODEH ENGINEERSProvidence, RI

VERDANT LANDSCAPE ARCHITECTUREBrookline, MA

40 Trinity PlaceBoston, MA

PROPOSED: CAMBRIA HOTEL

LightingConsultant

APEX LIGHTING SOLUTIONSBoston, MA

The Noannet Group

515 Somerville Ave

UPDATED SUBMISSION

OCTOBER 4, 2018

##.# SHEET NAME

0-GENERAL

G0.0 COVER SHEET

1-CIVIL

C1.0 SITE LAYOUT AND UTILITY PLAN

C1.1 GRADING PLAN

C2.0 DETAILS I

C2.1 DETAILS II

2-LANDSCAPE

L1.0 LANDSCAPE PLAN

L2.0 LANDSCAPE PLAN

L3.0 LANDSCAPE PLAN

L4.0 LANDSCAPE LIGHTING PLAN

3-ARCHITECTURAL

A1.0 PARKING

A1.1 FIRST FLOOR PLAN

A1.2 SECOND FLOOR PLAN

A1.3 THIRD FLOOR PLAN

A1.4 FOURTH FLOOR PLAN

A1.5 FIFTH FLOOR PLAN

A1.6 SIXTH FLOOR PLAN

A1.7 ZONING CONSIDERATIONS

A2.1 EXTERIOR ELEVATIONS

A2.2 EXTERIOR ELEVATIONS

A7.1 PERSPECTIVES

A7.2 PERSPECTIVE RENDERINGS

A7.3 PERSPECTIVE RENDERINGS

A7.4 EXISTING SITE PHOTOS

A8.1 SOLAR STUDY

DRAWING INDEX

PROJECTSITE

GENERAL NOTES

ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL CONFORMTO CITY OF SOMERVILLE, DEPT. OF PUBLIC WORKS AND ANY OTHERAGENCY WITH AUTHORITY IN THIS AREA.

CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION. NOCONSTRUCTION DEBRIS SHALL BE ALLOWED TO ACCUMULATE WITHINTHE WORKSITE AND NO DIRT, GRAVEL, ETC. SHALL BE ALLOWED TOACCUMULATE ON THE PUBLIC RIGHT-OF-WAY.

AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THECONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THECONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'SEXPENSE.

SEE SHEET C2.0 FOR CONSTRUCTION NOTES.

PIPE MATERIALS:

(TO BE CONFIRMED WITH MECHANICAL ENGINEER)

STORM DRAIN: CORRUGATED PLASTIC PIPE ASTM F2648 (SIZE AS NOTED)

SEWER: 6" PVC ASTM D3034-SDR 35.

WATER: DOMESTIC: 4"CONCRETE LINED DUCTILE IRON PIPEFIRE: 4" CONCRETE LINED DUCTILE IRON PIPE

ALL WATER LINES SHALL HAVE A MINIMUM OF 5 FEETOF COVER.

Architects and Planners

Consultant Name and Logo

C1.0

SITE LAYOUT &UTILITY PLAN

The Noannet Group

515 SomervilleAve

515 Somerville Ave

GENERAL NOTES

ALL WORK PERFORMED AS PART OF THIS PROJECT SHALL CONFORM TO CITY OF SOMERVILLE,DEPT. OF PUBLIC WORKS, THE AMERICANS WITH DISABILITIES ACT, THE MASSACHUSETTSARCHITECTURAL ACCESS BOARD, AND ANY OTHER AGENCY WITH AUTHORITY IN THIS AREA.

CONTRACTOR TO MAINTAIN WORK AREA IN A CLEAN CONDITION. NO CONSTRUCTION DEBRISSHALL 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'SOPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION ATTHE CONTRACTOR'S EXPENSE.

SEE SHEET C2.0 FOR CONSTRUCTION NOTES.



C1.1

GRADING ANDDRAINAGE PLAN

The Noannet Group

515 SomervilleAve

515 Somerville Ave

(4" MIN THICKNESS FOR PAV'T)TREATMENT & THICKNESSMATCH EXISTING SURFACE

CRUSHED STONE TO BE PLACED AGAINSTPIPE BEDDING CONSISTING OF 1/2 TO 3/4 INCH

LIN 1 FOOT LAYERSPLACED & COMPACTED SUITABLE BACKFILL TO BE

CSTREET BASE

SCREENED GRAVEL TO

EXIST. GROUND

(6" GRAVEL MIN.)

MATCH EXISTING

EXCAVATION IN LEDGEEXCAVATION IN EARTH

8"

COMPACTED IN ONE FT LIFTSONE FT ABOVE PIPE CROWN

CL 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 GRADEAND ONE FOOT ABOVE THE CROWN

OF THE PIPE (SHEETING NOTREQUIRED FOR TRENCHES WITH

DEPTHS LESS THAN 4 FEET.)

ALL JOINTSMORTAR

4'-6" SUMP

CB (CATCH BASIN)

FRAME ENCASED INCEM. CONC.

BINDER GRADE WITH ACHAMFER CUT TORECEIVE TOP COURSE

1" CLEAR

5" MIN.

"V" OPENINGS

PROVIDE

8"2'-0"DIA.

5" MIN.

PIPE +2"CLEARANCE

OUTSIDE OF

HOOD

2 NOT TO SCALEUTILITY TRENCH1 NOT TO SCALE

MUNICIPAL STANDARD CATCHBASIN FRAME AND GRATE

18"-24" TAPEREDSECTION

ALL REINFORCEMENTAS PER LOCAL STDS.

HEIGHT OF RISERSECTIONS VARYFROM 1'-4'

DIA. PIPE30" MAX.

DMH (DRAIN MANHOLE)

OF

PIP

EO

UTS

IDE

+2" C

LEA

R

2'-0" DIA.

4'-0" DIA.

HE

IGH

T O

F R

ISE

RS

EC

TIO

NS

VA

RY

FRO

M 1

'-4'

TAP

ER

ED

18"-

24"

SE

CTI

ON

1" CLEAR

2" CLEAR.

8"MIN.

5" MIN.

3 NOT TO SCALE

MUNICIPAL STANDARDFRAME & COVER

RIM TO BE FLUSHWITH PAVEMENT

BRICKS MAY BE USEDFOR GRADEADJUSTMENTS FRAMETO BE SET IN FULLBED OF MORTAR

MORTAR ALL JOINTS

MIN. 0.12 SQ. IN. STEELPER VERTICAL FOOT,PLACED ACCORDINGTO A.A.S.H.T.O.DESIGNATION M199

FLOOR OF STRUCTURE TOBE HEADERS LAID FLAT

1-#3 BAR AROUNDOPENINGS FOR PIPES18"+. 1" COVER

BRICK CHIPS AND MORTAROR CLASS "A" CEM. CONC.

INVERTED ARCH WITHBRICKS LAID ON EDGE

PROVIDE "V" OPENINGS

6.0" MIN.

30.5"

6.0"

12.0' MAX.BURIAL DEPTH

58.0" MIN.CENTER TO CENTER 52.0"12.0" MIN.

6.0" MIN.

RECHARGER 330XLHDHEAVY DUTY CHAMBER

NATURALLY COMPACTED FILL

FINISHED GRADE

4 OZ. NON-WOVEN FILTER FABRIC AROUND STONE.TOP AND SIDES MANDATORY; BOTTOM PERENGINEER'S DESIGN PREFERENCE

HVLV FC-24 FEED CONNECTOR WHERE SPECIFIED

1-2 INCH DIA.WASHED, CRUSHED STONE

CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATHHVLV FC-24 FEED CONNECTORS WHEN UTILIZING INTERNALMANIFOLD AND BENEATH ALL INLET PIPES

ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH ACOLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THECHAMBER.ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED INACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERALREGULATIONS

GENERAL NOTESRECHARGER 330XL HD BY CULTEC, INC. OF BROOKFIELD, CT.STORAGE PROVIDED = 11.32 CF/FT PER DESIGN UNIT.REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATIONGUIDELINES.THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHENINSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATIONINSTRUCTIONS

DESIGN ENGINEER RESPONSIBLE FOR ENSURING THEREQUIRED BEARING CAPACITY OF SUB-GRADE SOILS (TYP.)

INFILTRATION TRENCH6 NOT TO SCALE

PAVEMENTOR FINISHED GRADE

12" MIN.

24" MIN.SQUARE

14.5"

10.25"

NEENAH FOUNDRY MODEL R-5900-A(OR EQUAL) HEAVY DUTY FRAME AND LID

6.0" SDR-35 / SCH 40 PVC(INSERTED 8.0" INTO CHAMBER)

TRIM CHAMBER INSPECTION PORT KNOCK-OUT TOMATCH O.D. OF 6.0" INSPECTION PORT PIPE

6.0" SDR-35 / SCH. 40 PVC COUPLING

6.0" SDR-35 / SCH. 40 PVC RISER

6.0" SDR-35 / SCH. 40 PVC ENDCAP CLEAN-OUTADAPTER W/ SCREW-IN CAP

FIELD PLACED CLASS "C" CONCRETE

12.0" SDR-35 / SCH. 40 PVC COLLAR

MAINTAIN 6.0" CLEARANCE BETWEEN HEAVYDUTY LID AND PVC CLEAN-OUT CAP

7 NOT TO SCALE

SEE NOTE 3

2'-6"

3'-0"

6'-1

"

6"1'-0"

2'-0"

BAFFLE WALL DETAIL

SECTION SIDE VIEW

3'-2"

6"

3'-0"

7"

3"

3'-0"

SECTION B-B VIEW

4'-4"

1'-0"

12" DIA PIPE (OUTLET)

2'-0"

5 NOT TO SCALEPARTICLE SEPERATOR - 1,500 GALLON TANK

NOTES:1. CONCRETE: 5,000 PSI MINIMUM AFTER 28 DAYS.2. DESIGNED FOR H-20 LOADING.3. TONGUE & GROOVE JOINT SEALED WITH BUTYL RESIN.

5'-0" DIA.(6FT O.D. DMH)

PIPE SURFACE DRAIN WHEN POURING CONCRETE BASENOTE: PROVIDE SUPPORT FOR EXISTING 15"

SECTION A-A

5" MIN.

EXIST.PIPE

A

SE

CTI

ON

S V

AR

YH

EIG

HT

OF

RIS

ER

FRO

M 1

'-4'

TAP

ER

ED

18"-

24"

SE

CTI

ON

A

MAX.

1" CLEAR

8"DIA.

2'-0"

4'-0" DIA.

CONCRETE BASE

CONCRETE FILL

PER 1 FOOTFLAT AT A SLOPE OF 1"SHELF TO BE BRICK LAID

PIPE TO BE REMOVEDAPPROX. LIMIT OF SEWER

OF EXISTING PIPEPOURED TO BOTTOM6" MIN. CONC. BASE

OR CLASS "A" CEM. CONC.BRICK CHIPS AND MORTAR

MORTAR ALL JOINTS

FULL BED OF MORTARFRAME TO BE SET IN

BRICKS MAY BE USED

PER VERTICAL FOOT,

A.A.S.H.T.O. DESIGNATIONPLACED ACCORDING TO

MIN. 0.12 SQ. IN. STEEL

FOR GRADE ADJUSTMENTS

EXIST. PIPE DIAMETERREMOVE TOP HALF OF

M199

2 COURSE MIN.

WITH PAVEMENTRIM TO BE FLUSH

4 NOT TO SCALEDMH OVER EXISTING PIPE

4'-0" DIA.OR

5'-0" DIA. WHEREDOUBLE GRATE

FRAME & COVERDRAIN MANHOLE COVER TO READ DMHSEWER MANHOLE COVER TO READ SMH Architects and Planners


C2.0

DETAILS I

The Noannet Group

515 SomervilleAve

515 Somerville Ave

WATER SERVICE CONNECTION2 NOT TO SCALE

ALL

WA

TER

CO

MP

ON

EN

TS

CONC. THRUSTBLOCK

12" WATER MAIN

(MUELLER H-615)MJxMJxFL TAPPING SLEEVE

5'-0

" MIN

. CO

VE

R

BLOCKING

IN FIELD

FOUNDATIONTO

LENGTH TO BE DETERMINED

D.I.C.L. PIPE

(MUELLER H-687)

MJxFL GATE VALVETAPPING VALVE W/ RESILIENT SEAT

FINISHED STREET GRADEMATCH EXIST SURFACETREATMENT. MIN 4"PAV'T

VALVE BONNET AND KEEP PLUMBPOST AS REQUIRED. CENTER OVERCAST IRON VALVE BOX OR INDICATOR

UNTIL BACKFILLED

VALVE BOX & COVERMUNICIPAL STANDARD

PLACE MASONRY RING

BLOCKING

D.I.C.L. PIPE

ON COMP. FILL. DO NOT REST ON VALVE

UNDER VALVE BOX ACCESS TUBE

LEAVE BURRIED OPEN POSITION

(MUELLER H-687)MJxFL GATE VALVE

SADDLE CONNECTION - PLAN NOT TO SCALE

STAINLESS STEEL (TYP)BAND CLAMP

SEWER PIPE

GASKET

STRAP ON SADDLE

SADDLE (SEE DETAILTHIS SHEET)

NOT TO SCALE

6" MIN. BELOW THE PIPE

EXISTING SERVICE LATERAL

12" MIN. ABOVE AND ON THE SIDESOF THE PIPES

45°

LINER PIPE

6"

BACKFILL PERSPECIFICATIONS

PVC HOUSE ORBUILDING LATERAL

CRUSHED STONE

FLEXIBLE RUBBER ADAPTER (FERNCO) WHENCONNECTING TO EXISTING SERVICE

EXCAVATE AS REQUIRED

FINISHED GRADE

12"

NOTES:1. REPLACE EXISTING SERVICE LINE TO EXTENT SHOWN ONPLAN/PROFILES AND AS SPECIFIED.

SADDLE CONNECTION - SECTION

SANITARY SEWER SERVICE1 NOT TO SCALE

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 12" CONSTRUCTION CONTROL JOINT WITH PREFORMED EXPANSION MATERIAL EVERY

10'-0" O.C. MAX.

2. PROVIDE A TOOLED DUMMY JOINT 14"W x 12"D AS NEEDED TO PROVIDE SYMMETRY.

BROOM FINISH PERPENDICULAR TO

NOTES:

VERTICAL GRANITE CURB (NEW OR RESET)

(CLASS "D" 4000 PSI)CEMENT CONCRETEHIGH EARLY STRENGTH

CONC. W/ SAME

SEAL W/ IR

EXIST. PAVEMENT

PROP. SAWCUT

REPLACE EXIST. BIT.

TOP COURSEPROP. BIT. CONC.

3/4" CRUSHED STONE BASE

6"

TRENCH

2"6"

6"

6"

LIMIT

4"

MUNICIPAL STDS.

6" REVEAL (TYP.)

CEM. CONC. SIDEWALK

PROP./EXIST. VA-4 GRANITE CURB

12"BEYOND

SEAL ALL JOINTS AS PER

1.5% CROSS SLOPE

7.5%*

VARIES

5% TO 15% SLOPEROADWAY

LEGEND:

1.5%*

PATH OF TRAVEL

3'-0" MIN.

W

EDGE OF ROADWAY

2 FT

W

1.5%

*

DRIVEWAY OPENING

5% T

O 15%

1 INCH LIP

SLOPE 1.

5%*

PLAN

C

SECTION C-C

GRAN CURB CORNERTYPE A (TYP.)1.

5%*

7.5%*

8" GRAVEL BASE

6" REVEAL

2 FT

1 INCH LIP

SLOPE

CROSS

LSL = LEFT SIDE FRONT TRANSITION LENGTH

W = SIDEWALK WIDTH

* = TOLERANCE FOR CONSTRUCTION ±0.5%

ROADWAY DOWNGRADE

3'-0"

MIN

.

LSLLEFT SIDE TRANSITION

RSLRIGHT SIDETRANSITION

RSL = RIGHT SIDE FRONT TRANSITION LENGTH

REFERENCE POINT @ CENTER (TYP)

CC=6" SIDEWALK THICKNESSAT DRIVEWAYS

CEMENT CONCRETE PAVEMENT4 NOT TO SCALE

3 NOT TO SCALE

DRIVEWAY APRON5 NOT TO SCALE

PARKING STALL STRIPING

PARKING STALL

9'-0"HANDICAP

PARKING STALLSTANDARD

9'-0"

5' MIN

18'-0

"

TO BE CENTERED IN SPACEBLUE IN BACKGROUND)

WHITE LINES,4" WIDE PAINTED

2'-0" (TYP)

(AS SHOWN ON THE PLAN)INSTALL R7-8

REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT.

THE REQUIREMENTS OF AASHTO M248-TYPE N. PAINT SHALL1. ALL PAINT SHALL BE FAST DRYING WHITE TRAFFIC PAINT, MEET

2. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE

BE APPLIED AS SPECIFIED BY MANUFACTURER.

NOTE:

8' FOR VAN

WHITE LINES (TYP)

(SYMBOL PAINTED WHITE,

6" WIDE PAINTED

HANDICAP SYMBOL

45° ANGLE (TYP)

7 NOT TO SCALE

COMMON FILLNOTE:

COMPACTED SUBGRADE(STRIP LOAM AND ORGANICS)

8" GRAVEL ORPROCESSEDROADWAY BASE

1 12" TOP COURSE

MHD M3.11.032" BINDER MHDM3.11.03

BITUMINOUS CONCRETE PAVEMENT6 NOT TO SCALE

1. SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION.2. SEE GRADING PLAN FOR PAVEMENT SLOPE AND CROSS-SLOPE.



C2.1

DETAILS II

The Noannet Group

515 SomervilleAve

515 Somerville Ave

GRANITE SETTSUNIT PAVING BAND

VEHICULAR PAVERSAT DROPOFF

L2.0LIGHTED BOLLARD

3’ DIA. PLANTER 6’ BENCH, ‘BANCAL’

GREEN SCREENS WITHVINES

STORMWATER DRAIN TO PRETREATMENT SWALE

L3.0

EXTERIOR SEATING

GT - HONEYLOCUSTQP - PIN OAK

FOUR SEASON STREETSCAPE PLANTINGS

Apex Lighting SolutionsBoston, MA877-886-2843

L4.0

Lighting

20'-0"

STAIR 1

STAIR 2

10 SPACES 10 SPACES

9 SPACES

10 SPACES

10 SPACES

4 SPACES

5 SPACES

14 SPACES

8 SPACES

TOTAL PARKING:80 SELF PARK SPACES(OR 127 WITH VALET PARKING)

POOL ABOVE

CURB AT SOMERVILLE AVE. ABOVE

CURB AT LAURELSTREET ABOVE

CURB AT SERVICEDRIVEWAY ABOVE

CURB AT HOTELDRIVEWAY ABOVE

SURFACE LEVELPARKING

RAMPUP

R 28'-0"

PROPERTY LINE

MECH.

20'-0"

BIKE PARKING

20'-0"

20'-0"

BIKE PARKING

15

'-0"

Job #

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Scale

Drawing Title

Checked

Number Revision Date


1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007


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A1.0

PARKING

The Noannet Group

515 SomervilleAve

GJJB

OCTOBER 4, 2018

0000

515 Somerville Ave

1/16" = 1'-0"1

BASEMENT

1

A2.2

3

A2.1

2

A2.2

2

A2.1

BOHADMINISTRATION

LAUNDRY/BOH

KITCHEN

MEETING ROOM

RESTAURANT

LOBBY

RESTROOM

FITNESS

POOL

STAIR 1

STAIR 2

EXTERIORSEATING

DR

OP

-OF

FLOADING

13,362 NET SFEXTERIORSEATING

BOHENGINEERING

BAR

BOH

PRE-FUNCTION

RESTROOM

POOL EQ.

SPA

STORAGE

SERVICE CORRIDOR

BOH

RE

CE

PTIO

N

RESTROOM

RESTROOM

CO

AT

S

ST

OR

.

SOMERVILLE AVENUE

LA

UR

EL

ST

RE

ET

80'-6"

37'-3"

61'-8"

179'-5"

TRASH

15 FEET

15 FEET

2'-10"

7'-8"

20'-11"

26'-2"

30 FEET

30 FEET

PRIVATEDINING

STAIR 3

168'-8"

109'-9"

20'-10"

13'-2"

6'-0"

15

'-0"

9'-1"

10'-2"

11'-8"

6'-11"

89'-4"

29'-4"

125'-7"

20'-0"

21

'-4"

BUILDINGABOVE

BUILDINGABOVE

34

'-0"

22'-2"

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A1.1

FIRST FLOOR PLAN

The Noannet Group

515 SomervilleAve

GJJB

OCTOBER 4, 2018

0000

515 Somerville Ave

1/16" = 1'-0"1

1 - First Floor

1

A2.2

3

A2.1

2

A2.2

2

A2.1

44

4

6

5

38 KEYS PER FLOOR

ROOFBELOW

STAIR 2

16,596 NET SF

181'-9"

STAIR 1

15

BOH

BOH

. 29'-0"

5'-0". 29'-0"

Guest RoomGuest Room Guest Room Guest Room Guest Room Guest Room Guest Room Guest Room Guest Room Guest Room Guest Room Guest Room Guest Room Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest RoomGuest RoomGuest RoomGuest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

30'-2"

89'-11"

120'-1"

109'-11"

197'-2"

SOMERVILLE AVENUE

LA

UR

EL

ST

RE

ET

15 FEET

30 FEET

15 FEET

30 FEET

29'-0"5'-0"

29'-0"

14'-1"

33'-2"

5'-0"

32'-11"

10'-4"

. 64'-4"

. 53'-1"

64'-4"

STAIR 3

. 29'-1"

. 31'-4"

. 26'-9"

. 29'-0"

TY

PIC

AL

12'-6"

TYPICAL

12'-6"

TY

PIC

AL

12'-6"

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A1.2

SECOND FLOOR PLAN

The Noannet Group

515 SomervilleAve

GJJB

OCTOBER 4, 2018

0000

515 Somerville Ave

1/16" = 1'-0"1

2 - Second Floor

1

A2.2

3

A2.1

2

A2.2

2

A2.1181'-9"

4

4

4

6

15

5

38 KEYSPER FLOOR

STAIR 1

STAIR 2

16,596 NET SF

BOH BOH

SOMERVILLE AVENUE

LA

UR

EL

ST

RE

ET

30'-2"

197'-2"

Guest RoomGuest RoomGuest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest Room Guest RoomGuest RoomGuest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room Guest Room

15 FEET

30 FEET

15 FEET

30 FEET

120'-1"

109'-11"

STAIR 3

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A1.3

THIRD FLOOR PLAN

The Noannet Group

515 SomervilleAve

GJJB

OCTOBER 4, 2018

0000

515 Somerville Ave

1/16" = 1'-0"1

3 - Third Floor

1

A2.2

3

A2.1

2

A2.2

2

A2.1

STAIR 1

STAIR 2

16,596 NET SF

BOH BOH

SOMERVILLE AVENUE

LA

UR

EL

ST

RE

ET

4

4

4

6

15

5

38 KEYSPER FLOOR


Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest Room Guest RoomGuest RoomGuest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

181'-9"

30'-2"

197'-2"

120'-1"

109'-11"

15 FEET

30 FEET

15 FEET

30 FEET

STAIR 3

Guest Room

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A1.4

FOURTH FLOOR PLAN

The Noannet Group

515 SomervilleAve

GJJB

OCTOBER 4, 2018

0000

515 Somerville Ave

1/16" = 1'-0"1

4 - Fourth Floor

1

A2.2

3

A2.1

2

A2.2

2

A2.1

STAIR 1

STAIR 2

16,596 NET SF

BOHBOH

SOMERVILLE AVENUE

LA

UR

EL

ST

RE

ET

4

4

4

6

15

5

38 KEYSPER FLOOR


Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest RoomGuest Room Guest RoomGuest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room Guest Room Guest Room Guest Room

181'-9"

30'-2"

197'-2"

15 FEET

30 FEET

15 FEET

30 FEET

109'-11"

120'-1"

STAIR 3

Guest Room

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M

A1.5

FIFTH FLOOR PLAN

The Noannet Group

515 SomervilleAve

GJJB

OCTOBER 4, 2018

0000

515 Somerville Ave

1/16" = 1'-0"1

5 - Fifth Floor

1

A2.2

3

A2.1

2

A2.2

2

A2.1

2

A1.7

3

A1.7

STAIR 1

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

47

12 KEYS

MECHANICALEQUIPMENT

ROOF

Guest Room

Guest Room

Guest Room

Guest Room

Guest Room

STAIR 3

TERRACE

TERRACE

5,445 NET SF

15 FEET

30 FEET

15 FEET

30 FEET

. 64'-4"

102'-11"

BOH

Job #

Project

Drawn By

Date

Scale

Drawing Title

Checked





1/16" = 1'-0"

10/4

/2018 1

:15:1

3 P

M

A1.6

SIXTH FLOOR PLAN

The Noannet Group

515 SomervilleAve

GJJB

OCTOBER 4, 2018

0000

515 Somerville Ave

1/16" = 1'-0"1

6 - Sixth Floor

proposed: cambria hotel - somerville, ma

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