16A-002 Look Park Fountain Restoration - PLANSPhone (413) 582-7000 Fax (413) 582-70054 Allen Place Northampton, Massachusetts 01060Group, Inc.DesignBerkshireTheLandscape ArchitectureLand SurveyingPlanningCivil EngineeringPrepared By:Florence, Massachusetts 01062Existing ConditionsSectionsDemolition Plan & ElevationL.5L.4March 1, 2017Sheet IndexL.3L.1Date:0QTVJCORVQP/CUUCEJWUGVVUPrepared For:Set No.Locus MapBoard of Trustees300 North Main StreetL.2Frank Newhall Look Memorial ParkProposed Plan & ElevationSectionsFrank Newhall Look Memorial Park
3/4" IRRIGATION LINEBY RECORDCONCRETE WALKPRECAST CONC. STEPSPRECAST POOL COPINGENTRY ROADPUMP HOUSEMASONRY WALL & PIERSIRON GATESMISSING GATEGRANITE MONUMENT (2)MASONRY COLUMN, TYP.EX. FOUNTAIN & BOWLEX. SHRUBSIRON FENCINGWATER & ELEC. SERVICESBY RECORDCURVED FENCE SECTIONFOUNTAIN POOLRevisionsLandscape ArchitectureCivil EngineeringPlanningBerkshireGroup, Inc.DesignTheLand SurveyingL.1ExistingConditionsFOUNTAIN RESTORATION
EXISTING SHRUBS TO BE
REMOVED BY OTHERS
DEMOLISH & DIPOSE OF EXISTING PUMP
HOUSE INCLUDING WALLS, ROOF, FLOOR,
PLUMBING & ELECTRICAL EQUIPMENT.
RETURN SALVAGEABLE ITEMS TO OWNER.
REMAINING HOLE TO BE FILLED WITH
COMPACTED GRAVEL FILL, 6" LOAM &
SEEDED.
DISCONNECT & CAP EX.
WATER & ELECTRICAL
SERVICE FOR REUSE.
COORD. W/ PARK STAFF.
REMOVE & DISPOSE OF
EXISTING BRICK &
MASONRY PIERS &
FOOTINGS. TYPICAL.
IRON FENCING TO
REMAIN, TYPICAL
REMOVE & SALVAGE IRON
FENCING & GATES,
TYPICAL
REMOVE & SALVAGE
IRON FENCING & GATES,
TYPICAL
IRON FENCING TO
REMAIN, TYPICAL
DISMANTLE, NUMBER &
CATALOG EXISTING
PRECAST CAPSTONES.
SURVEY, REMOVE & SALVAGE
USGS BENCHMARK.
TO BE RESET BY LICENSED
SURVEYOR.
REMOVE EX. WALK.
STONE MONUMENTS TO
REMAIN, TYPICAL
REMOVE EX. CONCRETE
BASE & FOOTING.
REMOVE & SALVAGE
PRECAST STAIR TREADS.
TYPICAL.
REMOVE EX. CONCRETE
BASE & FOOTING.
TYPICAL.
REMOVE & DISPOSE OF
EXISTING BRICK &
MASONRY FOOTINGS,
TYPICAL.
REMOVE & SALVAGE
PRECAST CAPSTONES
DISMANTLE & SALVAGE
EX. FOUNTAIN BASIN.
DISPOSE OF EX.
PLUMBING & PIPING.
REMOVE BASE.
REMOVE EXISTING
CONCRETE & MASONRY
FOOTING, TYPICAL.
CUT & CAP EX. IRRIGATION
LINE FOR REUSE.
REMOVE & DISPOSE OF
MASONRY BRICK WALLS
INCLUDING TILES. REMOVE
FOOTINGS TO POOL EDGE.
DISMANTLE, NUMBER &
CATALOG ALL EXISTING
PRECAST STONE CAPS &
PIERS, TYPICAL
EXISTING CONCRETE POOL
TO REMAIN. CONFIRM
LIMITS IN FIELD WITH L.A.
DISMANTLE, NUMBER &
CATALOG EXISTING
PRECAST STONE CAPS,
TYPICAL
REMOVE & DISPOSE OF EXISTING
BRICK & MASONRY PIERS &
FOOTINGS. TYPICAL.
ALTERNATE #1 - CONCRETE
FOUNDATION TO REMAIN.
ALTERNATE #4 - PIERS TO REMAIN.
REMOVE & DISPOSE OF
EXISTING BRICK & MASONRY
PIERS & FOOTINGS. TYPICAL.
ALTERNATE #1 - CONCRETE
FOUNDATION TO REMAIN.
ALTERNATE #4 - PIERS TO
REMAIN.
LOAM & SEED ALL
DISTURBED AREAS
DISMANTLE, NUMBER & CATALOG ALL EXISTING
PRECAST CAPSTONES & PIERS, TYPICAL
DISMANTLE & SALVAGE EX. FOUNTAIN BASIN.
DISPOSE OF EX. PLUMBING & PIPING.
REMOVE BASE.
DISMANTLE, NUMBER & CATALOG EXISTING
PRECAST POOL COPING ALONG TOP.
REMOVE & SALVAGE PRECAST STAIR TREADS,
TYPICAL. RETURN TO OWNER.
REMOVE & DISPOSE OF
MASONRY BRICK WALLS
INCLUDING TILES. &
FOOTINGS, TYPICAL.
REMOVE & DISPOSE OF
MASONRY STEPS, TYPICAL.
DISMANTLE, NUMBER &
CATALOG ALL EXISTING PRECAST
FACING ON PIERS, TYPICAL.
REMOVE & SALVAGE
IRON GATES & CURVED
FENCE SECTIONS.
(not shown) TYPICAL.
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.Design
The
Land Surveying
L.2
Demolition
Plan & Elevation
FOUNTAIN RESTORATION
PLAN
ELEVATION Scale: 1"=2'
Scale: 1"=5'
ADD LOAM TO RAISE GRADE
APPROX. 12" ALONG FRONT OF
WALL & TAPER TO MEAT
EXISTING GRADE. ADD NEW
SEED & PLANTINGS.
POUR NEW CONCRETE WALL &
FOOTING. MATCH EX. WIDTH.
RESET SALVAGED CAPSTONES
ON NEW MORTAR BED.
ALTERNATE #1 - EX.
FOUNDATION WALL TO REMAIN
POUR NEW CONCRETE WALL &
FOOTING. MATCH EXISTING
DIMENSIONS.
POUR NEW MASONRY CORE.
APPLY NEW BRICK FACING TO
MATCH EXISTING. RESET
SALVAGED PRECAST CAPSTONE.
ALTERNATE #1 - EX. FOOTINGS TO
REMAIN.
ALTERNATE #4 - RETAIN EX. PIERS
POUR NEW CONCRETE FOOTING
& FOUNDATION. CONSTRUCT
NEW MASONRY CORE. APPLY
NEW BRICK FACING TO MATCH
EXISTING. INSTALL SALVAGED
PRECAST FACING & CAPSTONES.
TYPICAL.
ALTERNATE #1 - EXISTING
FOUNDATIONS TO REMAIN.
POUR NEW CONCRETE POOL.
RESET CAPSTONE ON NEW
MORTAR BED.
POUR NEW CONCRETE WALL &
FOOTING. MATCH EXISTING
DIMENSIONS
REFINISH & REINSTALL SALVAGED
IRON (3) GATES & (2) CURVED
FENCE SECTIONS. TYPICAL.
ALTERNATE #3 - FABRICATE &
INSTALL NEW STEEL GATE TO
REPLACE MISSING GATE. MATCH
EXISTING.
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INSTALL NEW PUMP, PIPING &
FOUNTAIN FEATURE
NEW LANDSCAPE PLANTINGS
SEE PLANT LIST
RECONNECT EXISTING
ELECTRIC & WATER SERVICES
TO NEW FOUNTAIN FEATURE
DEMOLISH & FILL EXISTING
PUMP HOUSE & PIT
RESET USGS BOUND ON NEW
CONCRETE FOOTING
POUR NEW CONCRETE FOOTING
& FOUNDATION. MATCH WIDTH
& HEIGHT.
REFINISH & REINSTALL SALVAGED
IRON (3) GATES & (2) CURVED
FENCE SECTIONS. TYPICAL.
NEW 24" DRY WELL & 4" DRAIN
LINE FOR FOUNTAIN DRAINING.
INSTALL RISER AND AT GRATE
AT GRADE.
CONSTRUCT NEW MASONRY CORE
ON NEW BASE & FOOTING. INSTALL
SALVAGED PRECAST FACING &
CAPSTONES. TYPICAL.
POUR NEW CONCRETE WALL &
FOOTING. MATCH EX. WIDTH. RESET
SALVAGED CAPSTONES ON NEW
MORTAR BED. PROVIDE VERTICAL
CONTROL JOINTS IN LINE WITH
CAPSTONES.
POUR NEW CONCRETE FOOTING &
BASE. CONSTRUCT NEW MASONRY
CORE. APPLY NEW BRICK FACING TO
MATCH EXISTING. INSTALL
SALVAGED PRECAST FACING &
CAPSTONES. TYPICAL.
PROVIDE DOWELED EXPANSION
JOINT. FILL WITH FOAM BACKER ROD
AND SANDED CAULK EXPANSION
SEALANT. TYPICAL OF 4.
FINISH GRADE
ADD LOAM TO RAISE GRADE APPROX.
12" ALONG FRONT OF WALL.
NEW CONCRETE FOOTINGS
SANDBLAST, PRIME & PAINT
REMOVED IRON GATES AND
FENCING. REINSTALL WITH NEW
HARDWARE & HINGES AS NEEDED.
CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR APPROVAL. TYPICAL.
NEW 6' DIA. PRECAST STRUCTURE
BASE FOR FOUNTAIN POOL.
INCLUDES RECIRCULATING PUMP,
FOUNTAIN NOZZLE, PLUMBING,
ELECTRICAL. SEE ALSO SHEET L.5.
ALL HORIZONTAL MASONRY
JOINTING TO BE SEALED & CAULKED.
TYPICAL.
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.Design
The
Land Surveying
L.3
Proposed
Plan & Elevation
FOUNTAIN RESTORATION
GENERAL PLAN
ELEVATION Scale: 1"=2'
Scale: 1"=5'
PLANT LIST
SYM. QTY NAME SIZE
4 Pennisetum alopecuroides (Fountain Grass) 2 gal.
45 Vaccinium corymbosum (Lowbush Blueberry) 2 gal.
CONCRETE WALL, 4000 PSI
ALL EXPOSED FACES SHALL BE
FINISHED GRADE LOAM & SEED
12''
24''
UNDISTURBED OR
COMPACTED SUBGRADE
CONC. FOOTING, 3000 PSI
EACH WAY
#4 REBAR @ 12'' O.C.
95% MIN. DENSITY
COMPACTED 3/4" STONE BASE
A SACK RUBBED FINISH
1" RADIUSTYP.
ϮϭΗц
30''
UNDISTURBED OR
COMPACTED SUBGRADE
CONC. FOOTING, 3000 PSI
EACH WAY
#4 REBAR @ 12'' O.C.
95% MIN. DENSITY
COMPACTED 3/4" STONE BASE
STONE FACING WHERE APPLICABLE.
RESET SALVAGED PRECAST
NEW CMU MASONRY CORE
NEW BRICK FACING AROUND
VERTICALLY. DRILL & EPOXY
#5 REBAR @ 18" O.C.
CAP ON NEW MORTAR BED
RESET SALVAGED PRECAST
BRICK & MASONRY WING WALLS
DEMOLISH AND REBUILD
ON BOTH SIDES. DISASSEMBLE FROM
TOP DOWN TO VERIFY & CONFIRM ALL
DIMENSIONS IN FIELD PRIOR TO DEMOLITION.
EXISTING CONCRETE
ALTERNATE #1
FOUNDATION TO REMAIN
AS NEEDED
PROVIDE BRICK TIES
INTO CONCRETE FOUNDATION.
SEE NOTES.
CONC. FOUNDATION, 4000 PSI
PROVIDE STEPPED FOUNDATION.
EMBED REBAR 6" MIN.
4'-6"
UNDISTURBED OR
COMPACTED SUBGRADE
CONC. FOOTING, 3000 PSI
EACH WAY
#4 REBAR @ 12'' O.C.
95% MIN. DENSITY
COMPACTED 3/4" STONE BASE
STONE FACING WHERE APPLICABLE
RESET SALVAGED PRECAST
EXISTING CONCRETE
ALTERNATE #1
FOUNDATION TO REMAIN
EXISTING PIERS TO REMAIN.
ALTERNATE #2
PRECAST & CMU MASONRY PIERS
DEMOLISH AND REBUILD
ON BOTH SIDES. DISASSEMBLE FROM
TOP DOWN TO VERIFY & CONFIRM ALL
DIMENSIONS IN FIELD PRIOR TO DEMOLITION.
CLEAN EX. PRECAST & REPOINT
AS NEEDED.
VERTICALLY. DRILL & EPOXY
#5 REBAR @ 18" O.C.
INTO CONCRETE FOUNDATION.
CONC. FOUNDATION, 4000 PSI
EMBED REBAR 6" MIN.
30''
UNDISTURBED OR
COMPACTED SUBGRADE
CONC. FOOTING, 3000 PSI
EACH WAY
#4 REBAR @ 12'' O.C.
95% MIN. DENSITY
COMPACTED 3/4" STONE BASE
BASE. MATCH EX. HEIGHTS.
NEW OR SALVAGED PRECAST
EXISTING CONCRETE
ALTERNATE #1
FOUNDATION TO REMAIN
NEW BRICK & MASONRY CORE.
NEW BRICK FACING AROUND
CAP ON NEW MORTAR BED.
RESET SALVAGED PRECAST
BRICK, TILE & MASONRY WALLS
DEMOLISH AND REBUILD
ON BOTH SIDES. DISASSEMBLE FROM
TOP DOWN TO VERIFY & CONFIRM ALL
DIMENSIONS IN FIELD PRIOR TO DEMOLITION.
SEE NOTES.
RESET ALL PRECAST PER EXISTING LAYOUT
INCLUDING TILE FRAMING, COLUMNS & CAPSTONES.
FRONT & BACK AT REGULAR INTERVALS.
PROVIDE SOLDIER COURSE BRICKS
MORTAR EMBEDDED #5 REBAR 'CHANNEL'.
REPLACE BRICK COURSE W/
AND REVEALS
MATCH FRONT ELEVATIONS
RUN CONTINUOUS ALONG WALL LENGTH
DRILL & EPOXY ENDS INTO ADJACENT PIERS.
ALL HORIZONTAL JOINTS ALONG
CAP SHALL BE SEALED WITH CAULKING.
TYPICAL OF TWO.
SCRATCH COAT & WIRE LATH.
NEW CERAMIC TILE OVER BOND COAT,
SEE NOTES.
CONC. FOUNDATION, 4000 PSI
ALL EXPOSED CONCRETE FACES
SHALL BE A SACK RUBBED FINISH
MATCH RADIUS OF
SALVAGED WALL
CAPS ALONG FRONT
POOL TO CONSTRUCT NEW FOUNDATION.
DEMOLISH EDGES OF EXISTING
EXTENT OF EXISTING FOUNTAIN POOL IS UNKNOWN.
POOL EDGE MAY BE USED FOR FORM BOARDS.
NEW POURED CONCRETE
FOUNTAIN POOL. SEE SECTION 2/L.5
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.Design
The
Land Surveying
L.4
Sections
FOUNTAIN RESTORATION
SECTION REFERENCES
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DISMANTLE, NUMBER & CATALOG EXISTING
PRECAST COPING ALONG POOL.
CAP SHALL BE SEALED WITH CAULKING.
REMOVE CENTRAL FOUNTAIN PEDESTAL
AND FOUNTAIN PIPING & MECHANICAL
CONNECTIONS. SALVAGE EX. CERAMIC BASIN
& RETURN TO OWNER.
REMOVE & SALVAGE EXISTING
STAIR TREADS. DEMOLISH EX.
POOL TO CONSTRUCT NEW FOUNDATION.
DEMOLISH EDGES OF EXISTING
EXTENT OF EXISTING FOUNTAIN POOL IS UNKNOWN.
POOL EDGE MAY BE USED AS CONCRETE FORM.
EXISTING FOUNTAIN POOL BASIN TO REMAIN
WHERE POSSIBLE
REMOVE EX. FOUNTAIN POOL TO ALLOW
INSTALLATION OF NEW BASIN. SEE BELOW.
EXISTING PIER(S) TO BE DEMOLISHED.
SEE SHEETS L.2 - L.4
ALSO SEE SHEET L.2 FOR ADDITIONAL INFORMATION
REMOVE EXISTING PLUMBING
AND FOUNTAIN PIPING.
CONCRETE BASE.
ALTERNATE #1 AVOIDS THE NEED FOR THIS WORK.
4'-6"30''
UNDISTURBED OR
COMPACTED SUBGRADE
CONC. FOOTING, 3000 PSI
EACH WAY
#4 REBAR @ 12'' O.C.
95% MIN. DENSITY
COMPACTED 3/4" STONE BASE
RESET SALVAGED PRECAST CAPS ON NEW
EXISTING CONCRETE
ALTERNATE #1
FOUNDATION TO REMAIN.
MORTAR BED. ALL HORIZONTAL JOINTS ALONG
CAP SHALL BE SEALED WITH CAULKING.
NEW 6' DIAMETER PRECAST CONCRETE
STRUCTURE BASE. PROVIDE 1" CHAMFERS
& A FLAT & FINISHED TOP SURFACE.
POUR NEW 4" CONCRETE POOL BASIN
W/ 4000 PSI CONCRETE & 6x6x10 WIRE MESH.
SEAL W/ PENETRATING WATERPROOFING SEALER
ALL EXPOSED CONCRETE FACES
SHALL BE A SACK RUBED FINISH.
POOL TO CONSTRUCT NEW FOUNDATION.
DEMOLISH EDGES OF EXISTING
EXTENT OF EXISTING FOUNTAIN POOL IS UNKNOWN.
POOL EDGE MAY BE USED AS CONCRETE FORM.
PROVIDE VERTICAL CONTROL
CONC. FOUNDATION, 4000 PSI.
JOINTS IN LINE WITH
95% MIN. DENSITY
COMPACTED 3/4" STONE BASE
NEW SUBMERSIBLE RECIRCULATING PUMP,
WATER FILL CONTROLS, & FOUNTAIN
SPRAY PIPING & NOZZLE
NEW 1" PVC ELECTRICAL CONDUIT
FROM CONTROL PANEL. ENSURE WATER-
TIGHT PENETRATIONS & CONNECTIONS, TYP.
NEW ELECTRICAL CONTROL PANEL
APPROX. WATER LEVEL
NEW 2" DIA. OVERFLOW STANDPIPE DRAIN
SET 1" ABOVE AVE. WATER LEVEL.
DRAIN TO OUTLET TO DAYLIGHT AT BACK
OF WALL. PROVIDE 2'x2'x2' STONE SPLASH PAD
AND WATER MAKE-UP UNIT INCLUDING FLOAT
ACTUATED VALVE TO ADD LOST WATER.
CONNECT TO EXISTING ELEC. SERVICE.
NEW 1" STEEL WATER SUPPLY (2) FROM EXISTING
SERVICE. PROVIDE MANUAL GATE VALVE
& AUTOMATIC WATER FILL VALVE.
NEW FOUNTAIN NOZZLE, PIPING, & GLOBE VALVE.
MOUNT TO FLOOR OF FOUNTAIN POOL.
TO WATER SERV.
4" STEEL DRAIN PIPE FROM FOUNTAIN
BASIN TO ALLOW FOR THE EMPTYING
OF THE WATER FEATURE. PROVIDE
ACCESSIBLE & REMOVABLE CAP
AT INLET END. PITCH TO DRAIN.
PROVIDE (4) - 2" x 4" NOTCH THROUGH
PRECAST STRUCTURE FOR WATER LEVEL
BALANCING. SPACE EQUALLY & ALIGN W/
BOTTOM ELEVATION OF OUTER POOL.
NEW PIER. SEE SHEET L.4
CAULK & SEAL ALL VERTICAL JOINTS
TO BE WATER TIGHT. TYPICAL.
PANEL TO INCLUDE LOCKING WEATHERPROOF BOX.
* ELEC. CONDUIT & DRAIN PIPE
SHALL BE TRENCHED AND INSTALLED
IN EX. CONCRETE POOL.
UNDER ALTERNATE #1 - CONDUIT/PIPE
SHALL BE CORED THROUGH EX. WALLS.
FLOWABLE FILL OVER
EX. CONCRETE POOL
CAPSTONE JOINTS.
FROM WATER SERV.
1" STEEL PIPE
MASTER GATE
VALVE
1" SERVICE TO AUTO
FILL CONTROL VALVE
GATE VALVE
FOR MANUAL FILL
GATE VALVE
FOR AUTO FILL
SHUT OFF
1" SERVICE FOR
MANUAL FILL
SEE RISER DIAGRAM BELOW.
VAULT
EX. ELECTRICAL SERVICE
HAND/OFF/AUTO
SELECTOR SWITCH
TIMER
GATE VALVE
FOR FLOW CONTROL
RECIRCULATING
PUMP
FOUNTAIN NOZZLE
FOUNTAIN BASIN
FLOWABLE FILL OVER
EX. CONCRETE POOL
AT THE BASE OF THE OUTLET PIPE.
TO DRY WELL
SEE NOTE
Revisions
Landscape Architecture
Civil Engineering
Planning
Berkshire
Group, Inc.Design
The
Land Surveying
L.5
Sections
FOUNTAIN RESTORATION
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1. SUBMERSIBLE PUMP SHALL BE Barnes SFU31 AS MANUFACTURED BY CRANE PUMPS.
2. AUTO WATER LEVEL FILL VALVE SHALL CONSIST OF A BRASS, PIPE MOUNTED FLOAT VALVE
AND POLYETHYLENE FLOAT. AUTO FILL FLOAT SHALL BE CONTAINED IN A VANDAL
3. FOUNTAIN NOZZLE SHALL BE MODEL RJC-100 AS MANUFACTURED BY ROMAN FOUNTAINS.
PROOF PROTECTION BASKET FASTENED TO THE CONCRETE POOL.
4. DRY WELL FOR THE FOUNTAIN BASIN DRAIN SHALL BE LOCATED A MINIMUM OF 12'
BEYOND THE BACK WALL OF THE FOUNTAIN AND SHALL CONSIST OF THE FOLLOWING:
- 24" DIA. PLASTIC DRYWELL (FloWell or equal) WITH RISER AND SURFACE GRATE.
- SET ON A 24" DEEP CRUSHED STONE BASE & 12" CRUSHED STONE ALL AROUND.