Owner Architect Civil Engineer Structural Engineer Landscape Consultant CAMBRIDGE SEVEN ASSOCIATES, INC. Cambridge, MA DCI Somerville, MA ODEH ENGINEERS Providence, RI VERDANT LANDSCAPE ARCHITECTURE Brookline, MA 40 Trinity Place Boston, MA PROPOSED: CAMBRIA HOTEL Lighting Consultant APEX LIGHTING SOLUTIONS Boston, 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 PROJECT SITE
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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