PROPOSED: CAMBRIA HOTEL - Somerville, MA
Transcript of 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.
Architects and Planners
Consultant Name and Logo
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
Consultant Name and Logo
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.
Architects and Planners
Consultant Name and Logo
C2.1
DETAILS II
The Noannet Group
515 SomervilleAve
515 Somerville Ave
L1.0
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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Checked
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Architects and Planners
1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007
Consultant Name and Logo
1/16" = 1'-0"
10/4
/2018 1
:15:0
5 P
M
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"
Job #
Project
Drawn By
Date
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Drawing Title
Checked
Number Revision Date
Architects and Planners
1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007
Consultant Name and Logo
1/16" = 1'-0"
10/4
/2018 1
:15:0
8 P
M
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"
Job #
Project
Drawn By
Date
Scale
Drawing Title
Checked
Number Revision Date
Architects and Planners
1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007
Consultant Name and Logo
1/16" = 1'-0"
10/4
/2018 1
:15:1
0 P
M
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
Job #
Project
Drawn By
Date
Scale
Drawing Title
Checked
Number Revision Date
Architects and Planners
1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007
Consultant Name and Logo
1/16" = 1'-0"
10/4
/2018 1
:15:1
0 P
M
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 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 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
Job #
Project
Drawn By
Date
Scale
Drawing Title
Checked
Number Revision Date
Architects and Planners
1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007
Consultant Name and Logo
1/16" = 1'-0"
10/4
/2018 1
:15:1
1 P
M
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 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 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
Job #
Project
Drawn By
Date
Scale
Drawing Title
Checked
Number Revision Date
Architects and Planners
1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007
Consultant Name and Logo
1/16" = 1'-0"
10/4
/2018 1
:15:1
2 P
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
Number Revision Date
Architects and Planners
1050 Massachusetts AvenueCambridge, MA 02138617 492-7000 Fax 492-7007
Consultant Name and Logo
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