Scranton_Connell_Park_Pool_Plans_2024-04-02.pdf

CONSTRUCTION PLANS

for

CONNELL PARK POOL REHABILITATION

PREPARED FOR

CITY OF SCRANTON,

LACKAWANNA COUNTY, PENNSYLVANIA

APRIL 2, 2024

REILLY ASSOCIATES CITY OF SCRANTON

12. “ ”

DATETHOMAS J. REILLY, JR 038652-E

49 SOUTH MAIN STREET, SUITE 200,

PITTSTON, PA 18640

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April 5, 2024

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PORTION OF SCRANTON, PA USGS QUADRANGLE

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AutoCAD SHX Text COMPANY: UGI UTILITIES INC UGI UTILITIES INC ADDRESS: 1 UGI DR 1 UGI DR WILKES BARRE, PA. 18711 CONTACT: AMANDA NIXON AMANDA NIXON EMAIL: anixon@ugi.com anixon@ugi.com PHONE: 570-829-8874 570-829-8874 COMPANY: PPL ELECTRIC UTILITIES CORPORATION PPL ELECTRIC UTILITIES CORPORATION ADDRESS: 437 BLUE CHURCH RD 437 BLUE CHURCH RD PAXINOS, PA. 17860 CONTACT: DOUG HAUPT DOUG HAUPT EMAIL: dlhaupt@pplweb.com dlhaupt@pplweb.com PHONE: 570-490-5684 570-490-5684 COMPANY: PENNSYLVANIA AMERICAN WATER PENNSYLVANIA AMERICAN WATER ADDRESS: 2500 SANITARY DR 2500 SANITARY DR SCRANTON, PA. 18505 CONTACT: JEREMY HULL JEREMY HULL EMAIL: jeremy.hull@amwater.com jeremy.hull@amwater.com PHONE: 570-558-9958 570-558-9958 COMPANY: PENNSYLVANIA AMERICAN WATER PENNSYLVANIA AMERICAN WATER ADDRESS: 2699 STAFFORD AVE 2699 STAFFORD AVE SCRANTON, PA. 18507 CONTACT: MARK BALOH MARK BALOH EMAIL: mark.baloh@amwater.com mark.baloh@amwater.com PHONE: 570-969-7501570-969-7501

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LIST OF PUBLIC UTILITIES

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%%UUSGS MAP

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SCALE: 1" = 2,000'

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%%ULOCATION MAP

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ENGINEER:

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49 SOUTH MAIN STREET, STE 200

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ENGINEERING / ENVIRONMENTAL / SURVEYING

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FAX (570) 654-6880

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PITTSTON, PA. 18640

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TELEPHONE (570) 654-2473

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411 MAIN STREET, STE 102D

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FAX (570) 421-7230

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STROUDSBURG, PA. 18360

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TELEPHONE (570) 421-7320

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%%UPITTSTON OFFICE

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%%USTROUDSBURG OFFICE

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OWNER:

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340 N WASHINGTON STREET SCRANTON, PA 18503 (570) 348-4100

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COVER SHEET AND INDEX

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DESCRIPTION

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LAST REVISED

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SITE PLAN

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PROJECT LOCATION

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AERIAL IMAGERY

AutoCAD SHX Text THE FOLLOWING SCOPE OF WORK FOR THIS PROJECT IS INTENDED TO DESCRIBE COMPLETE SCOPE OF WORK FOR THIS PROJECT IS INTENDED TO DESCRIBE COMPLETE FOR THIS PROJECT IS INTENDED TO DESCRIBE COMPLETE FUNCTIONAL SYSTEMS TO BE CONSTRUCTED/REHABILITATED. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, LABOR, EQUIPMENT AND MEANS NECESSARY TO FURNISH THE COMPLETE, FUNCTIONAL SYSTEMS DESCRIBED. MATERIAL, EQUIPMENT AND LABOR OBVIOUSLY A PART OF THE WORK AND/OR NECESSARY FOR THE PROPER OPERATION, A COMPLETE AND/OR FUNCTIONING SYSTEM AND INSTALLATION OF SAME, ALTHOUGH NOT SPECIFICALLY INDICATED BELOW, OR IN THE DRAWINGS OR CONTRACT DOCUMENTS, SHALL BE PROVIDED AS IF CALLED FOR IN DETAIL WITHOUT ADDITIONAL COST TO OWNER. ALL WORK SHALL BE FUNCTIONING AS INTENDED AT THE END OF THE PROJECT WORK. SCOPE OF WORK: : 1. REMOVE EXISTING DIVING BOARD BASE STRUCTURE. REMOVE EXISTING DIVING BOARD BASE STRUCTURE. 2. WATER BLAST ENTIRE POOL SURFACE. THIS PROCESS MUST REMOVE ALL PAINT, LOOSE WATER BLAST ENTIRE POOL SURFACE. THIS PROCESS MUST REMOVE ALL PAINT, LOOSE MATERIAL AND SOFT SPOTS IN THE SURFACE AND PREPARE THE SURFACE FOR BONDING OF A NEW PLASTER COAT. THE WATER BLASTING PROCESS MUST ADHERE TO THE FOLLOWING: o THE MINIMUM PRESSURE FOR BLASTING JET SHALL BE 35,000 PSI. THE MINIMUM PRESSURE FOR BLASTING JET SHALL BE 35,000 PSI. o PLUG DRAINS PRIOR TO BEGINNING THIS OPERATION. PLUG DRAINS PRIOR TO BEGINNING THIS OPERATION. o REMOVE ALL DEBRIS FROM THE POOL AND DRAIN. THESE OPERATIONS MUST INCLUDE, REMOVE ALL DEBRIS FROM THE POOL AND DRAIN. THESE OPERATIONS MUST INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: PUMP WASTEWATER CONTAINING DEBRIS THROUGH A FABRIC FILTER COLLECTOR TO NEARBY LAWN AREA. BROOM CLEAN WHEN DRY. FRAGMENTED MATERIALS ENTERING THE MAIN DRAIN SUMPS SHALL BE VACUUMED OUT AND THE SUMPS CLEANED. . 3. TEST THE PREPARED SURFACE FOR ANY FURTHER STRUCTURAL DEFECTS BY HAMMER TEST THE PREPARED SURFACE FOR ANY FURTHER STRUCTURAL DEFECTS BY HAMMER PINGING. 4. LAP LANE TILES & TARGETS: CUT, BREAK AND REMOVE EXISTING LAP LANE TILES ON POOL LAP LANE TILES & TARGETS: CUT, BREAK AND REMOVE EXISTING LAP LANE TILES ON POOL FLOOR AND ADJACENT TILE TARGETS ON WALLS. CLEAN, FILL AND ROUGH-TROWEL SAME VOIDS TO ADJACENT FLOOR PLANE WITH POLYMER-FORTIFIED MORTAR. 5. POOL EXPANSION JOINT: REMOVE EXISTING PARGE AND CAULK MATERIAL FROM EXPANSION POOL EXPANSION JOINT: REMOVE EXISTING PARGE AND CAULK MATERIAL FROM EXPANSION JOINT BETWEEN SHALLOW AND DEEP SECTIONS OF POOL (APPROX 1" WIDE). INSTALL A 6" BAND OF TILE ON BOTH SIDES OF THE EXPANSION JOINT, CONTINUING UP BOTH WALLS AT EXPANSION JOINT, CONTINUING UP BOTH WALLS AT THIS POINT. FINISHED SURFACE OF TILE TO BE EQUAL TO HEIGHT OF ADJACENT FINISHED PLASTER. TILE BAND TO BE CONTRASTING COLOR TO PLASTER, BLACK OR DARK BLUE. TILE BAND TO ACT DUALLY AS DEMARKING BREAK LINE BETWEEN SHALLOW AND DEEP SECTIONS OF POOL. CLEAN THEN CAULK 1" EXPANSION JOINT WITH POLYSULFIDE JOINT SEALANT. 6. TEST GUTTER RETURN MANIFOLD FOR LEAKS AND WELD AS NECESSARY. TEST GUTTER RETURN MANIFOLD FOR LEAKS AND WELD AS NECESSARY. 7. RESEAL GUTTER/POOL JOINT BY PERFORMING THE FOLLOWING: RESEAL GUTTER/POOL JOINT BY PERFORMING THE FOLLOWING: o CUT A 1” X 2” DEEP SLOT IN THE POOL AT BOTTOM OF GUTTER. CUT A 1” X 2” DEEP SLOT IN THE POOL AT BOTTOM OF GUTTER. X 2” DEEP SLOT IN THE POOL AT BOTTOM OF GUTTER. DEEP SLOT IN THE POOL AT BOTTOM OF GUTTER. o REPACK WITH NON-SHRINK GROUT. REPACK WITH NON-SHRINK GROUT. o CREATE A “V” SHAPE JOINT AND REGLET TO RECEIVE A CAULKING TYPE SEALANT. CREATE A “V” SHAPE JOINT AND REGLET TO RECEIVE A CAULKING TYPE SEALANT. V” SHAPE JOINT AND REGLET TO RECEIVE A CAULKING TYPE SEALANT. SHAPE JOINT AND REGLET TO RECEIVE A CAULKING TYPE SEALANT. o CAULK WITH POLYSULFIDE CAULKING. CAULK WITH POLYSULFIDE CAULKING. 8. INSTALL 2" WIDE TILE MARKINGS AT EDGE OF TREADS ON ENTRY STEPS. THESE ARE TO BE INSTALL 2" WIDE TILE MARKINGS AT EDGE OF TREADS ON ENTRY STEPS. THESE ARE TO BE INSTALLED 2” BACK FROM LEADING EDGE (NOSE). TILE TO BE SKID-RESISTANT, UNGLAZED, BACK FROM LEADING EDGE (NOSE). TILE TO BE SKID-RESISTANT, UNGLAZED, DALTILE KEYSTONE SERIES OR EQUAL. THE COLOR OF THE MARKINGS SHALL CONTRAST WITH THE POOL SURFACE AND SHALL BE SELECTED BY OWNER FROM STANDARD AND MID-RANGE PRODUCTS. 9. RE-PLASTER POOL INTERIOR WITH “WHITE PLASTER” AS FOLLOWS: RE-PLASTER POOL INTERIOR WITH “WHITE PLASTER” AS FOLLOWS: WHITE PLASTER” AS FOLLOWS: AS FOLLOWS: o CLEANING THE POOL VIA PRESSURE WASHING ALL RESIDUAL DEBRIS, PRIOR TO BOND CLEANING THE POOL VIA PRESSURE WASHING ALL RESIDUAL DEBRIS, PRIOR TO BOND COATING AND PLASTERING. REMOVE WASTEWATER AND DEBRIS BY METHODS PREVIOUSLY SPECIFIED IN “WATER BLASTING” AND BY VACUUM EXTRACTION AND BY WATER BLASTING” AND BY VACUUM EXTRACTION AND BY AND BY VACUUM EXTRACTION AND BY ANY OTHER METHOD TO ENSURE A PROPER SURFACE CONDITION FOR BONDING. o APPLY A BONDING AGENT SUCH AS SCRATCH KOTE 2000 BY MULTICOAT PER APPLY A BONDING AGENT SUCH AS SCRATCH KOTE 2000 BY MULTICOAT PER MANUFACTURER'S INSTRUCTIONS. o AFTER APPLYING A BONDING AGENT, INSTALL PLASTER 1/4” TO 3/8” AVERAGE AFTER APPLYING A BONDING AGENT, INSTALL PLASTER 1/4” TO 3/8” AVERAGE TO 3/8” AVERAGE AVERAGE THICKNESS. o PLASTER MIX SHALL BE APPROXIMATELY 2/3 CRUSHED MARBLE (“MARBLE DUST”) TO PLASTER MIX SHALL BE APPROXIMATELY 2/3 CRUSHED MARBLE (“MARBLE DUST”) TO MARBLE DUST”) TO ) TO 1/3 WHITE CEMENT, MIXED TO A CONSISTENCY OF PANCAKE BATTER. 10. FULL DECK REPLACEMENT: REMOVE AND REPLACE ENTIRE CONCRETE DECK AS SHOWN ON FULL DECK REPLACEMENT: REMOVE AND REPLACE ENTIRE CONCRETE DECK AS SHOWN ON THE DRAWINGS. PRESERVE AND REINSTALL METAL INSERT THAT ARE CURRENTLY USED AS PRESERVE AND REINSTALL METAL INSERT THAT ARE CURRENTLY USED AS PRESERVE AND REINSTALL METAL INSERT THAT ARE CURRENTLY USED AS DIRECTED BY OWNER. BOND METAL INSERTS TO THE POOL GROUNDING SYSTEM WHERE LOCATED WITHIN 5' OF THE PERIMETER GUTTER SYSTEM. WHERE CONCRETE IS LOCATED WITHIN 5' OF PERIMETER GUTTER: 1) TIE REINFORCING MESH TOGETHER WITH STEEL TIE WIRE AT 12" SPACING, AND 2) BOND WIRE MESH TO THE POOL GROUNDING SYSTEM. 11. INSTALL DEPTH MARKINGS ON DECK (PAINTED) AND ON VERTICAL FACE OF GUTTER USING INSTALL DEPTH MARKINGS ON DECK (PAINTED) AND ON VERTICAL FACE OF GUTTER USING VINYL SELF-ADHERED LETTERS IN THE FOLLOWING LOCATIONS: o 25' SPACING ALONG PERIMETER, AND 25' SPACING ALONG PERIMETER, AND o AT EVERY CHANGE IN DIRECTION, AND AT EVERY CHANGE IN DIRECTION, AND o AT EVERY 1' OF DEPTH CHANGE AT EVERY 1' OF DEPTH CHANGE NO DIVING” PAINT MARKINGS MUST BE PLACED WHERE WATER IS LESS THAN 5' DEEP. PAINT MARKINGS MUST BE PLACED WHERE WATER IS LESS THAN 5' DEEP. 13. REMOVE AND INSTALL NEW 6'X10'X8' DEEP BALANCE TANK IN NEW LOCATION. INCLUDE: REMOVE AND INSTALL NEW 6'X10'X8' DEEP BALANCE TANK IN NEW LOCATION. INCLUDE: o EXTENDING GUTTER DRAINS TO NEW TANK EXTENDING GUTTER DRAINS TO NEW TANK o REPAIRING RETURN PIPING FROM FILTER AS NECESSARY. REPAIRING RETURN PIPING FROM FILTER AS NECESSARY. o A 30”X30” AUTOMATICALLY LOCKING ALUMINUM HATCH. A 30”X30” AUTOMATICALLY LOCKING ALUMINUM HATCH. X30” AUTOMATICALLY LOCKING ALUMINUM HATCH. AUTOMATICALLY LOCKING ALUMINUM HATCH. 14. INSTALL NEW 8” SCHEDULE 80 PVC SUCTION LINE/MAIN DRAIN AS SHOWN ON DRAWING. INSTALL NEW 8” SCHEDULE 80 PVC SUCTION LINE/MAIN DRAIN AS SHOWN ON DRAWING. SCHEDULE 80 PVC SUCTION LINE/MAIN DRAIN AS SHOWN ON DRAWING. RELINE EXISTING 8” IRON PIPING BENEATH POOL WITH CIPP LINING. INCLUDE: IRON PIPING BENEATH POOL WITH CIPP LINING. INCLUDE: o (1) 8” GATE VALVE, 316 STAINLESS STEEL, NON-RISING STEM, WITH OPERATING NUT (1) 8” GATE VALVE, 316 STAINLESS STEEL, NON-RISING STEM, WITH OPERATING NUT GATE VALVE, 316 STAINLESS STEEL, NON-RISING STEM, WITH OPERATING NUT AND EXTENSION TO THE TOP SLAB. o (2) 6” GATE VALVES, 316 STAINLESS STEEL, NON-RISING STEM, WITH OPERATING NUT (2) 6” GATE VALVES, 316 STAINLESS STEEL, NON-RISING STEM, WITH OPERATING NUT GATE VALVES, 316 STAINLESS STEEL, NON-RISING STEM, WITH OPERATING NUT AND EXTENSION TO THE TOP SLAB. o (1) 6” MODULATING FLOAT VALVE, SCH 80 PVC & STAINLESS STEEL HARDWARE, (1) 6” MODULATING FLOAT VALVE, SCH 80 PVC & STAINLESS STEEL HARDWARE, MODULATING FLOAT VALVE, SCH 80 PVC & STAINLESS STEEL HARDWARE, SIMILAR TO NEPTUNE-BENSON VERTICAL DIVERSION FLOAT VALVE. o ALL FITTINGS AND TRANSITIONS, FLANGES, ELBOWS AND ALL OTHER MATERIALS ALL FITTINGS AND TRANSITIONS, FLANGES, ELBOWS AND ALL OTHER MATERIALS NECESSARY FOR COMPLETING THE ENTIRE PIPING SYSTEM REPLACEMENT/RELINING. o GROUND/BOND NEW METAL VALVES, REMAINING EXISTING IRON PIPELINE AND THE GROUND/BOND NEW METAL VALVES, REMAINING EXISTING IRON PIPELINE AND THE CIRCULATION PUMP TO THE EXISTING POOL GROUNDING SYSTEM. o CONTRACTOR TO VERIFY THE CIRCULATION PUMP IS POWERED BY A GFCI BRANCH CONTRACTOR TO VERIFY THE CIRCULATION PUMP IS POWERED BY A GFCI BRANCH CIRCUIT AND THAT ANY METAL VALVE IN THE PIPELINE IS BONDED TO THE PUMP (INSIDE OR OUTSIDE THE MAINTENANCE BUILDING/PUMP HOUSE). 15. NEW GROUNDING WIRE: INSTALL NEW GROUND WIRE AROUND POOL AND REBOND ALL NEW GROUNDING WIRE: INSTALL NEW GROUND WIRE AROUND POOL AND REBOND ALL REQUIRED OBJECTS TO IT PER CURRENT PA UCC, ICC CODES, NEC REQUIREMENTS, AND THE SCOPE OF WORK AND SPECIFICATIONS SHOWN ON SHEET 6 OF THIS PLAN SET. 16. THE POOL SHALL PASS A CERTIFIED GROUNDING TEST. CONTRACTOR SHALL HAVE A THE POOL SHALL PASS A CERTIFIED GROUNDING TEST. CONTRACTOR SHALL HAVE A SHALL PASS A CERTIFIED GROUNDING TEST. CONTRACTOR SHALL HAVE A GROUNDING TEST PERFORMED BY A 3RD PARTY TESTING COMPANY ACCEPTABLE TO THE OWNER. 17. REMOVE PAVED SWALES BY PAVILION AND INSTALL DRAINAGE PIPING SYSTEM. REGRADE REMOVE PAVED SWALES BY PAVILION AND INSTALL DRAINAGE PIPING SYSTEM. REGRADE LAWN AREA TO YARD DRAINS. REESTABLISH GRASS BY PLACING A MINIMUM OF 6" OF TOPSOIL WITH SOIL AMENDMENTS, SEED AND MULCH. 18. REMOVE PAVED SWALE NEAR EXISTING DIVING BOARD AND REGRADE LAWN TO DRAIN. REMOVE PAVED SWALE NEAR EXISTING DIVING BOARD AND REGRADE LAWN TO DRAIN. REESTABLISH GRASS BY PLACING A MINIMUM OF 6" OF TOPSOIL WITH SOIL AMENDMENTS, SEED AND MULCH. ALTERNATE: 1. INSTALL NEW 10” SCHEDULE 80 PVC SUCTION LINE/MAIN DRAIN AS SHOWN ON DRAWING INSTALL NEW 10” SCHEDULE 80 PVC SUCTION LINE/MAIN DRAIN AS SHOWN ON DRAWING SCHEDULE 80 PVC SUCTION LINE/MAIN DRAIN AS SHOWN ON DRAWING INSTEAD OF THE 8” PIPELINE IN BASE BID. RELINE EXISTING 10” IRON PIPING BENEATH PIPELINE IN BASE BID. RELINE EXISTING 10” IRON PIPING BENEATH IRON PIPING BENEATH POOL WITH CIPP LINING, IN LIEU OF THE 8” PIPELINE IN BASE BID. LINE MUST REDUCE TO PIPELINE IN BASE BID. LINE MUST REDUCE TO 8” PRIOR TO BUILDING PENETRATION. PRIOR TO BUILDING PENETRATION.

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CONSTRUCTION DETAILS

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AutoCAD SHX Text tel: 570.421.7320 fax: 570.421.7230 www.reillyengineering.com

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