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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. ϭϴΖͲϭϬΗц ϯϬΖц 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 5GEVKQP .  PVU 5GEVKQP .  PVU 5GEVKQP .  PVU 5GEVKQP .  PVU 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 5GEVKQPÄ'ZKUVKPI .  ž 5GEVKQPÄ2TQRQUGF .  ž 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.