3-AFD Altoona Stamped CD Drawing Set .pdf
PDF 39 MB Posted
- Attached to
- Altoona Prospect Pool Swimming Pool Renovations
- Solicitation number
- Not on record
- Issued by
- Blair County, Allentown City, Pennsylvania
About this file
Altoona Prospect Pool Swimming Pool Renovations - Contract Drawings
This is a comprehensive set of construction drawings and specifications prepared by Aquatic Facility Design, Inc. for the City of Altoona, Pennsylvania Department of Public Works, detailing the complete renovation of the Altoona Prospect Pool located at 1201 2nd Avenue, Altoona, PA 16602. The project encompasses substantial modifications to an existing 25-meter competitive swimming facility, including construction of a new zero-entry beach area and children's wading section, complete pool shell rehabilitation through sandblasting and repainting, epoxy injection of structural cracks, installation of a new pool deck system, modifications to the existing filter building, rehabilitation of the filtration system, installation of new water features and chemical treatment systems, and construction of a separate splash pad with its own 5,000-gallon collection tank and feature systems. The project scope also includes electrical systems installation for both the main pool and splash pad facilities, with provisions for alternate bids including a solar heating system (seven rows of four-panel Thermax Extreme solar heater panels), complete gutter replacement, competition package hardware, specialty deck finishes, and additional epoxy injection work. An on-site pre-bidder's conference is scheduled for April 14, 2026, at 1:00 P.M. at the pool location, with sealed proposals due electronically via PennBid by 10:00 A.M. on May 5, 2026. The contract term extends through project completion with prevailing wage requirements established by the Pennsylvania Department of Labor and Industry.
A bid bond or certified check equal to ten percent of the total bid amount, valid for sixty days from the bid opening date, is required with proposal submission. The drawings indicate extensive structural concrete work including multiple pool sections with varying depths ranging from 1 foot 6 inches to 10 feet 8 inches, detailed footing systems rated at 3,000 PSI concrete with reinforcement, and specialized pool deck construction with controlled and expansion joints spaced at twenty-foot intervals. Mechanical systems include multiple pump configurations for main pool filtration and features, splash pad filtration and features, and optional solar circulation pumps, with detailed chemical feed and control systems utilizing Neptune Benson equipment for chlorine injection and CO2 pH adjustment. All plumbing connections utilize PVC Schedule 40 and 80 piping with Spears Van Stone flanges and Asahi Pool-Pro or Spears Tru Union ball valves. The electrical design specifies three-phase power distribution through Panel A with dedicated circuits for multiple pump motors ranging from 1 HP to 20 HP, emergency shutdown controls, and GFCI-protected receptacles throughout. The drawings incorporate compliance with current ISPSC, ANSI, NSF, NEC, IBC, Virginia Graeme Baker Pool Spa Safety Act, and Pennsylvania underground utility notification requirements (Act 127 of 2024). All construction materials and equipment shown represent a basis of design with approved equal substitutions permitted upon submittal and designer approval.
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OPENING
PERIMETER
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INTERIOR
INVERT
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SPECIFICATION (S)
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TEMPERED INSULATED GLASS
THICK (NESS)
TEMPERED FLOAT GLASS
STRUCTURAL
STL STEEL
TIG
STO
TFG
SYS
STR
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SQ
SPEC
SIM
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CONTRACTOR
NOTES
ALTOONA PROSPECT POOL
SWIMMING POOL RENOVATIONS
1201 2ND AVE.
ALTOONA, PA 16602
DRAWING LIST
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
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CONTACT: THOMAS REED AQUATIC FACILITY DESIGN, INC. 1-717-692-0539
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CONSULTANTS:
AutoCAD SHX Text IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY THE EXACT LOCATIONS AND SITE CONDITIONS OF ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO THE START OF DEMOLITION OR EXCAVATION. CONTRACTOR SHALL FULFILL ALL NECESSARY REQUIREMENTS AND TAKE ALL NECESSARY PRECAUTIONS/SAFETY MEASURES FOR UNDERGROUND AND OVERHEAD UTILITIES. CONTRACTOR TO PROTECT AND MAINTAIN THE EXISTING UTILITIES SERVICE(S) AT ALL TIMES, DURING ALL PHASES OF THE WORK. FOR EXISTING UTILITIES THAT MAY HAVE TO BE RELOCATED OR REROUTED, SUCH WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY'S SPECIFICATIONS AND RECOMMENDATIONS.
AutoCAD SHX Text Enviromental Planning & Design LLC 100 Ross street, suite 500 Pittsburgh, PA 15219
AutoCAD SHX Text Green Building Engineers Registered Mechanical & Electrical Engineers 2548 Brandywine Lane York, PA 17404
AutoCAD SHX Text IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY THE EXACT LOCATIONS AND SITE CONDITIONS OF ALL UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO THE START OF DEMOLITION OR EXCAVATION. CONTRACTOR SHALL FULFILL ALL NECESSARY REQUIREMENTS AND TAKE ALL NECESSARY PRECAUTIONS/SAFETY MEASURES FOR UNDERGROUND AND OVERHEAD UTILITIES. CONTRACTOR TO PROTECT AND MAINTAIN THE EXISTING UTILITIES SERVICE(S) AT ALL TIMES, DURING ALL PHASES OF THE WORK. FOR EXISTING UTILITIES THAT MAY HAVE TO BE RELOCATED OR REROUTED, SUCH WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE APPROPRIATE UTILITY COMPANY'S SPECIFICATIONS AND RECOMMENDATIONS.
AutoCAD SHX Text ALL CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH CURRENT OSHA REGULATIONS. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR IN THE FIELD. CONTRACTOR TO SECURE CONSTRUCTION SITE DURING ALL PHASES OF CONSTRUCTION. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT ISPSC 2018/NFPA, ANSI/APSP-7 2006, ASME A112.19.8-2007, IBC, IEBC, ACI, IMI, NPC, CTIOA, NEC CODES & VIRGINIA GRAEME BAKER (VGB) POOL SPA SAFETY ACT.
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PROJECT LOCATION MAP
AutoCAD SHX Text James Koppenhaver Registered Professional Engineer 555 Van Reed Road Wyomissing, PA 19610
AutoCAD SHX Text PER PENNSYLVANIA'S UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 127 OF 2024, AS AMENDED BY ACT 121 OF 2008, CONTRACTOR IS REQUIRED TO CONTACT: PENNSYLVANIA ONE CALL SYSTEM, INC. 1-800-242-1776 PRIOR TO EXCAVATION.
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AutoCAD SHX Text 3'-8 " W.D.12" W.D.
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BATH HOUSE
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CONCESSIONS
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FILTER BUILDING
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5,000 GALLON COLLECTION TANK
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SLOPE
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2'-0 " 12" DEEP LANDING
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SPLASH PAD
AutoCAD SHX Text GENERAL NOTES: 1. ANY DISCREPANCIES IN DIMENSIONS ON DRAWINGS, OR CLARITY OF NOTES TO BE BROUGHT ANY DISCREPANCIES IN DIMENSIONS ON DRAWINGS, OR CLARITY OF NOTES TO BE BROUGHT TO THE ATTENTION OF THE CONSULTANT FOR VERIFICATION. 2. ALL BIDDERS REQUIRED TO SUBMIT BID PRICES FOR ALL BIDS AND ALTERNATE BIDS. ALL BIDDERS REQUIRED TO SUBMIT BID PRICES FOR ALL BIDS AND ALTERNATE BIDS. 3. ALL CONSTRUCTION TO BE COMPLETED IN COMPLIANCE WITH ISPSC, ANSI, NSF, NEC, AND ALL CONSTRUCTION TO BE COMPLETED IN COMPLIANCE WITH ISPSC, ANSI, NSF, NEC, AND ALL STATE AND LOCAL CODES, AS WELL AS THE IBC. 4. ALL EQUIPMENT/STRUCTURES SPECIFIC TO CURRENT WORK BEING PERFORMED TO BE ALL EQUIPMENT/STRUCTURES SPECIFIC TO CURRENT WORK BEING PERFORMED TO BE GROUNDED/BONDED AS PER NEC AND ALL APPLICABLE CODES W/MIN. #8 BARE COPPER WIRE. CONTRACTOR IS RESPONSIBLE TO SUPPLY ANY SCHEMATIC DRAWINGS REQUIRED BY CODE ENFORCEMENT. CONTRACTOR TO HAVE ELECTRIC- GROUNDING/BONDING INSPECTED BY THIRD PARTY AND A CERTIFICATE ISSUED FOR VERIFICATION TO THE OWNER. 5. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL SAFETY SIGNAGE AS CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL SAFETY SIGNAGE AS REQUIRED BY ALL STATE AND LOCAL CODES. FILTRATION & CHEMICAL ROOMS TO HAVE APPROPRIATE CHEMICAL STORAGE SIGNAGE POSTED ON DOOR. 6. CONTRACTOR TO SUPPLY PORTA-JOHN'S CONTRACTOR TO SUPPLY PORTA-JOHN'S 7. CONTRACTOR TO MAINTAIN DUMPSTERS ON SITE FOR ALL CONSTRUCTION DEBRIS AND CONTRACTOR TO MAINTAIN DUMPSTERS ON SITE FOR ALL CONSTRUCTION DEBRIS AND EXCESS CONCRETE DEBRIS. NO BURIAL OF ANY TYPE OF DEBRIS OF ANY SIZE OR QUANTITY WILL BE PERMITTED. 8. OWNER TO SUPPLY POWER AND WATER TO SITE. CONTRACTOR TO MAINTAIN AND WINTERIZE OWNER TO SUPPLY POWER AND WATER TO SITE. CONTRACTOR TO MAINTAIN AND WINTERIZE SYSTEMS IF APPLICABLE DURING CONSTRUCTION. 9. ALL PRODUCTS AND EQUIPMENT SHOWN ARE BASIS OF DESIGN. EQUALS MAY BE SUBMITTED. ALL PRODUCTS AND EQUIPMENT SHOWN ARE BASIS OF DESIGN. EQUALS MAY BE SUBMITTED. SUBMITTALS TO BE PROVIDED FOR ALL PRODUCTS FOR APPROVAL BY THE DESIGNER PRIOR TO BID.
AutoCAD SHX Text CONSTRUCTION NOTES: 1. CONSTRUCTION OF NEW POOL TO CONSIST OF BUT NOT LIMITED TO: CONSTRUCTION OF NEW POOL TO CONSIST OF BUT NOT LIMITED TO: A. ADDITION OF BEACH ENTRY & CHILDREN'S AREA TO MAIN POOL ADDITION OF BEACH ENTRY & CHILDREN'S AREA TO MAIN POOL B. SANDBLAST OF POOL & REPAINT SANDBLAST OF POOL & REPAINT C. EPOXY INJECTION OF SHELL CRACKS EPOXY INJECTION OF SHELL CRACKS D. PATCH REPAIR OF POOL SHELL PATCH REPAIR OF POOL SHELL E. RECAULK OF EXISTING POOL JOINTS AND CONCRETE & CAULK JOINT UNDER EXISTING RECAULK OF EXISTING POOL JOINTS AND CONCRETE & CAULK JOINT UNDER EXISTING GUTTER F. NEW POOL DECKING NEW POOL DECKING G. MODIFICATIONS TO FILTER BUILDING MODIFICATIONS TO FILTER BUILDING H. REHAB OF FILTRATION SYSTEM REHAB OF FILTRATION SYSTEM I. INSTALLATION OF FEATURE AND CHEMICAL SYSTEMS INSTALLATION OF FEATURE AND CHEMICAL SYSTEMS J. INSTALLATION OF NEW SPLASH PAD, RESERVOIR TANK, DECKING AND ALL SYSTEMS INSTALLATION OF NEW SPLASH PAD, RESERVOIR TANK, DECKING AND ALL SYSTEMS K. ELECTRICAL SYSTEMS FOR POOL & SPLASH PAD ELECTRICAL SYSTEMS FOR POOL & SPLASH PAD 2. ALL MATERIALS SHALL BE INSTALLED AND WORK PORTIONS CONSTRUCTED BY WORKERS SKILLED IN THEIR TRADES. ALL WORK PORTIONS SHALL PRESENT A NEAT AND MECHANICAL APPEARANCE, NOT ONLY IN COMPLETION, BUT AT EACH STEP AND SUB STEP OF CONSTRUCTION. 3. MONOLITHIC POOL CONSTRUCTION WILL NOT BE AN ACCEPTABLE METHOD OF CONSTRUCTION FOR THIS PROJECT. FOOTINGS MUST BE FORMED, PUDDLE FOOTINGS ARE NOT AN ACCEPTABLE METHOD. ALL EXPANSION, CONSTRUCTION AND CONTROL JOINTS ARE TO BE CONSTRUCTED AS DESIGNED. NO JOINTS ARE TO BE ELIMINATED OR MODIFIED WITHOUT WRITTEN CONSENT OF CONSULTANT. 4. ALL CONCRETE MIXES TO BE SUBMITTED TO CONSULTANT FOR APPROVAL. 5. ALL CONCRETE CONSTRUCTION FLOOR SLABS AND WALLS TO BE CONTINUOUS POURS/SHOTS FROM EXPANSION OR CONSTRUCTION JOINT TO EXPANSION OR CONSTRUCTION JOINT. NO COLD JOINTING OF POURS/SHOTS WILL BE PERMITTED. ALL FLOOR POURS TO BE VIBRATED. ALL FLOOR POURS TO BE VIBRATED. 6. POOL WALLS AND FLOOR TO BE SANDBLASTED - CONSULT TO APPROVE METHOD. POOL WALLS AND FLOOR TO BE SANDBLASTED - CONSULT TO APPROVE METHOD. 7. UNLESS OTHERWISE NOTED, ALL SHELL VOIDS, WEAK, HOLLOW OR STAINED AREAS TO BE UNLESS OTHERWISE NOTED, ALL SHELL VOIDS, WEAK, HOLLOW OR STAINED AREAS TO BE REPAIRED W/ A 50% WHITE BAR SAND / 50% WHITE PORTLAND W/ DARAWELD-C MODIFIER. ALL SHELL CRACKS TO BE V NOTCHED AND REPAIRED. ALL EXPOSED AGGREGATE TO BE COATED W/ 2 COATS THORO-SEAL T-4002-WHITE. ALL SURFACES TO BE PAINTED TO BE LITE ACID WASHED W/10% MURIATIC ACID / WATER SOLUTION. POOL TO BE PAINTED WITH 3 COATS OF SAU-SEA ECO-CHOICE PREMIUM ULTRA HIGH GLOSS RUBBER (COLOR: BRIGHT WHITE). COLOR: 321 BLACK FOR RACE LANES, TARGETS, BREAK LINES ON THE FLOOR & WALLS. 8. ALL CRACKS IN EXISTING SHELL WHICH REMAINS EXPOSED AFTER CONSTRUCTION OF ALL CRACKS IN EXISTING SHELL WHICH REMAINS EXPOSED AFTER CONSTRUCTION OF CHILDRENS AREA AND A.D.A CORRIDOR SHALL BE EPOXY INJECTED FOR BONDING AND WATER PROOFING. BASE BID SHALL PROVIDE FOR 500 FEET OF CRACKS. 500 FEET OF CRACKS. FEET OF CRACKS. 9. ALL EXISTING IN POOL CAULK JOINTS WHICH REMAIN EXPOSED AFTER NEW CONSTRUCTION ALL EXISTING IN POOL CAULK JOINTS WHICH REMAIN EXPOSED AFTER NEW CONSTRUCTION SHALL BE RAKED AND CLEANED AND FILLED WITH THE APPROPRIATE SIZE BACKER ROD AND FINISHED WITH VULKEM 116 CAULK. 10. ALL SURFACES TO BE PAINTED TO BE LITE ACID WASHED W/10% MURIATIC ACID/WATER ALL SURFACES TO BE PAINTED TO BE LITE ACID WASHED W/10% MURIATIC ACID/WATER SOLUTION. POOL TO BE PAINTED W/ 3 COATS OF SAU-SEA ECO-CHOICE PREMIUM ULTRA HIGH GLOSS RUBBER (COLOR: BRIGHT WHITE). COLOR: 321 BLACK FOR RACE LANES, TARGETS, BREAK LINES, DEPTH MARKINGS ON THE FLOOR & WALLS. ALL SLOPED AREAS TO RECEIVE NON-SKID TREATMENT. 11. ALL CURING COMPOUNDS IN MIX OR APPLIED TO CONCRETE MUST BE ACCEPTING OF PAINT ALL CURING COMPOUNDS IN MIX OR APPLIED TO CONCRETE MUST BE ACCEPTING OF PAINT AND APPROVED BY CONSULTANT. 12. CONCRETE/SHOTCRETE THAT IS TO ACCEPT PAINT REQUIRES A CURING TIME OF 30 DAYS CONCRETE/SHOTCRETE THAT IS TO ACCEPT PAINT REQUIRES A CURING TIME OF 30 DAYS PRIOR TO PAINTING. NO CURING COMPOUNDS TO BE USED ON THESE AREAS WITHOUT APPROVAL. 13. ALL TILE TO BE PER FINISH SCHEDULE. ALL TILE APPLICATIONS TO BE BONDED WITH ALL TILE TO BE PER FINISH SCHEDULE. ALL TILE APPLICATIONS TO BE BONDED WITH LATICRETE 254 THIN SET. GROUT TO BE LATICRETE SPECTRALOCK. 14. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER MANUFACTURERS GUIDE LINES. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER MANUFACTURERS GUIDE LINES. 15. CONTRACTOR TO PROVIDE AND PLACE NEW PVC GUTTER GRATING. SAMPLES TO BE PROVIDED CONTRACTOR TO PROVIDE AND PLACE NEW PVC GUTTER GRATING. SAMPLES TO BE PROVIDED FOR APPROVAL. 16. OWNER IS RESPONSIBLE FOR BUILDING OR OTHER PERMIT FEES. OWNER IS RESPONSIBLE FOR BUILDING OR OTHER PERMIT FEES. 17. CONTRACTOR TO THOROUGHLY CLEAN THE ENTIRE SITE AT COMPLETION OF CONSTRUCTION CONTRACTOR TO THOROUGHLY CLEAN THE ENTIRE SITE AT COMPLETION OF CONSTRUCTION AND HAVE POOL READY FOR WATER. 18. OWNER TO PROVIDE POOL FILL WATER & TREATMENT CHEMICALS. CONTRACTOR TO PROVIDE OWNER TO PROVIDE POOL FILL WATER & TREATMENT CHEMICALS. CONTRACTOR TO PROVIDE COMPLETE SYSTEMS START UP/ADJUSTMENT, BALANCE WATER AND TO VERIFY THAT ALL EQUIPMENT IS FULLY OPERATIONAL & FUNCTIONAL. CONTRACTOR TO INSTRUCT POOL STAFF ON ALL SYSTEMS, EQUIPMENT OPERATION & MAINTENANCE PROCEDURES. 18. CONTRACTOR TO PROVIDE AS BUILT DRAWINGS IF ANY VARIATION FROM THE DESIGN IS APPROVED.
AutoCAD SHX Text ALTERNATE BIDS ALTERNATE BID # 1 (ADD): SOLAR PANELS AND RECIRCULATION SYSTEM ALTERNATE BID # 2 (ADD): PRICE TO REPLACE REMAINDER OF CURRENT SS GUTTER WITH NEW GUTTER. REPLACEMENT GRATING IN BASE BID SHOULD BE DEDUCTED UNDER THIS ALTERNATE. ALTERNATE BID # 3 (ADD): COMPETITION PACKAGE AT MAIN POOL.(DECK SOCKETS IN BASE BID.) ALTERNATE BID # 4 (ADD): SUNDEK CONCRETE FINISH ON ALL NEW DECKING SURROUNDING THE POOL. ALTERNATE BID # 5 (ADD): PRICE PER LINEAL FOOT OF ADDITIONAL EPOXY INJECTION.
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
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NEW POOL SITE PLAN
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SCALE: 3/32"=1'-0"
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SLOPE
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34 METER DURAFLEX DIVE STAND W/ 12' COMMERCIAL BOARD
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34 METER DURAFLEX DIVE STAND W/ 12' COMMERCIAL BOARD
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(8) POOL LADDERS
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1'-6" DEEP WADING AREA
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FLOATABLE 8'-0" SNAKE
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FLOATABLE 8'-0" SHARK
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FLOATABLE LOG RAFT
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SLIP-RESISTANT TILE BENCH TOP
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MISSION HILL SHOWER SPRAY
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DECORATIVE STAINLESS STEEL BARRIER RAIL
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INTERMEDIATE AGE SWIMMING & WATER PLAY AREA
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SUNFISH TOT SLIDE
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(6) 25 METER RACE LANE COMPETITION AREA
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DEEP WELL DIVING AREA
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DECK SPRAY
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NATURAL STRUCTURES MODEL 1677 CLOSED FLUME SLIDE
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(7) RACE RACE LANE LINES
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BUOY LINE
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42" TABLE W/9' UMBRELLA
AutoCAD SHX Text 10'-8" W.D.
AutoCAD SHX Text 8'-2 " W.D.12" W.D.
AutoCAD SHX Text 4'-1 " W.D.12" W.D.
AutoCAD SHX Text 4'-11" W.D.
AutoCAD SHX Text 4'-11 " W.D.12" W.D.
AutoCAD SHX Text 3'-7 " W.D.34" W.D.
AutoCAD SHX Text 8'-2 " W.D.12" W.D.
AutoCAD SHX Text 4'-11" W.D.
AutoCAD SHX Text 4'-10 " W.D.34" W.D.
AutoCAD SHX Text 4'-3" W.D.
AutoCAD SHX Text 3'-8 " W.D.12" W.D.
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SLOPE
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2'-0 " 12" DEEP LANDING
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STAINLESS STEEL ADA HANDRAILS
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FIXED LIFEGUARD CHAIR TYP. (QTY. 1)
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SEE DETAIL 3/SP-3.9
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POP JETS (8)
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MOVABLE LIFEGUARD CHAIR TYP.
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(6) BACK STOKE FLAG SOCKETS
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NEW POOL ENLARGED SITE PLAN
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SCALE: 1/8"=1'-0"
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MH
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SLOPE
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(E)18 DE 30" X 60" FILTER CARTRIDGES
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ZERO ENTRY DETAIL SEE SP-3.4/1
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NEW POOL DIMENSIONAL PLAN
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SCALE: 1/8"=1'-0"
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BATH HOUSE
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CONCESSIONS
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FILTER BUILDING
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SEE 2-3/SPD-3.3 FLOOR DEMO DETAIL
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SEE 1/SPD-3.3 FOR DEMO DETAIL
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SEE 2-3/SPD-3.3 FLOOR DEMO DETAIL
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SAW CUT MINIMUM 6" AWAY FROM POOL PERIMETER TO CLEAR GUTTER SUPPORTS
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SAW CUT MINIMUM 6" AWAY FROM POOL PERIMETER TO CLEAR GUTTER SUPPORTS
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SAW CUT MINIMUM 6" AWAY FROM POOL PERIMETER TO CLEAR GUTTER SUPPORTS
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SEE 4/SPD-3.3 FOR DEMO DETAIL
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SHED TO BE REMOVED
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ASPHALT TO BE REMOVED
AutoCAD SHX Text INDICATED DEMO AREA OF EXISTING MAIN POOL SHELL SECTIONS, TO INCLUDE POOL GUTTER, ALL GUTTER SUCTION PIPING, ALL DRAINS AND THEIR PIPING, ALL RETURN WATER PIPING. DEMO AREA OF EXISTING MAIN POOL DECK. DEMO / REMOVAL OF EXISTING SLIDE AND ASSOCIATED PIPING. DEMO / REMOVAL OF EXISTING DIVE STAND AND BOARD.
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DEMO SYMBOLS KEY
AutoCAD SHX Text GENERAL DEMOLITION NOTES: GENERAL DEMOLITION NOTES: 1. CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE COMMENCEMENT OF DEMOLITION. CALL BEFORE YOU DIG. 2. CONTRACTOR TO DEMOLISH, REMOVE, AND DISPOSE OF CONTRACTOR TO DEMOLISH, REMOVE, AND DISPOSE OF EXISTING CONSTRUCTION AS NOTED. 3. CONTRACTOR TO UTILIZE LEGAL DISPOSAL SITE FOR ALL CONTRACTOR TO UTILIZE LEGAL DISPOSAL SITE FOR ALL CONSTRUCTION DEBRIS, MISC. DEBRIS AND EXCESS CONCRETE DEBRIS. 4. CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF GROUND/SOIL EROSION AND PROTECT ANY EXISTING REMAINING DECK AND SURROUNDING AREAS WITH SILT SOCK OR OTHER METHODS AS REQUIRED. 5. CONTRACTOR TO SUBMIT SOIL/EROSION PLAN FOR CONTRACTOR TO SUBMIT SOIL/EROSION PLAN FOR APPROVAL IF REQUIRED BY LOCAL GOVERNMENT. 6. ALL ACCESSES AND ROUTES TO AND FROM CONSTRUCTION ALL ACCESSES AND ROUTES TO AND FROM CONSTRUCTION AREA TO BE APPROVED BY THE OWNER AND CONSULTANT PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION. ALL ACCESS AREAS AND ANY ADDITIONAL AREAS DISTURBED DURING DEMOLITION AND CONSTRUCTION TO BE RESTORED/REPAIRED TO ORIGINAL CONDITION. 7. ANY ADDITIONAL AREA OF DECK, SIDEWALK, OR BUILDINGS ANY ADDITIONAL AREA OF DECK, SIDEWALK, OR BUILDINGS THE CONTRACTOR DAMAGES DURING DEMOLITION OR CONSTRUCTION, CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL CONDITION. 8. CONTRACTOR TO SECURE SITE DURING ALL PHASES OF CONTRACTOR TO SECURE SITE DURING ALL PHASES OF CONSTRUCTION. 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMO PERMITS THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMO PERMITS AND FEES. 10. CONTRACTOR TO SUPPLY PORTA-JOHN'S.CONTRACTOR TO SUPPLY PORTA-JOHN'S.
AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE COMMENCEMENT OF DEMOLITION. CALL BEFORE YOU DIG. 2. MAIN POOL AND DECK DEMOLITION TO CONSIST OF BUT NOT BE MAIN POOL AND DECK DEMOLITION TO CONSIST OF BUT NOT BE LIMITED TO: A. REMOVAL AND DISPOSAL OF EXISTING POOL LADDERS AND LIFE REMOVAL AND DISPOSAL OF EXISTING POOL LADDERS AND LIFE GUARD CHAIRS. B. REMOVAL AND DISPOSAL OF THE EXISTING POOL DECK. REMOVAL AND DISPOSAL OF THE EXISTING POOL DECK. C. REMOVAL AND DISPOSAL OF THE EXISTING POOL SHELL,AS REMOVAL AND DISPOSAL OF THE EXISTING POOL SHELL,AS DETAILED. 3. CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF SOIL CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF SOIL EROSION AND PROTECT THE EXISTING AREAS SURROUNDING THE POOL AREA WITH SILT SOCK. CONTRACTOR TO SUBMIT SOIL EROSION PLAN FOR APPROVAL TO OWNER AND CONSULTANT IF REQUIRED BY THE LOCAL GOVERNMENT. 4. SILT SOCK TO BE PLACED IN AREAS OF THE SITE TO PROTECT SILT SOCK TO BE PLACED IN AREAS OF THE SITE TO PROTECT PARKING AREAS AND ACCESS ROADS. 5. CONTRACTOR TO PROPERLY AND LEGALLY DISPOSE OF ALL CONTRACTOR TO PROPERLY AND LEGALLY DISPOSE OF ALL MATERIALS OFF SITE DURING DEMOLITION. 6. ANY ADDITIONAL LAWN AREA, SIDEWALK, OR BUILDINGS THE ANY ADDITIONAL LAWN AREA, SIDEWALK, OR BUILDINGS THE CONTRACTOR DAMAGES DURING DEMOLITION OR CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING.
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EXISTING POOL DEMOLITION PLAN
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SCALE: 3/32"=1'-0"
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SPD-3.2
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SPD-3.3
AutoCAD SHX Text INDICATED DEMO AREA OF EXISTING MAIN POOL SHELL SECTIONS, TO INCLUDE POOL GUTTER, ALL GUTTER SUCTION PIPING, ALL DRAINS AND THEIR PIPING, ALL RETURN WATER PIPING. DEMO AREA OF EXISTING MAIN POOL DECK. DEMO / REMOVAL OF EXISTING SLIDE AND ASSOCIATED PIPING. DEMO / REMOVAL OF EXISTING DIVE STAND AND BOARD.
AutoCAD SHX Text
DEMO SYMBOLS KEY
AutoCAD SHX Text GENERAL DEMOLITION NOTES: GENERAL DEMOLITION NOTES: 1. CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE COMMENCEMENT OF DEMOLITION. CALL BEFORE YOU DIG. 2. CONTRACTOR TO DEMOLISH, REMOVE, AND DISPOSE OF CONTRACTOR TO DEMOLISH, REMOVE, AND DISPOSE OF EXISTING CONSTRUCTION AS NOTED. 3. CONTRACTOR TO UTILIZE LEGAL DISPOSAL SITE FOR ALL CONTRACTOR TO UTILIZE LEGAL DISPOSAL SITE FOR ALL CONSTRUCTION DEBRIS, MISC. DEBRIS AND EXCESS CONCRETE DEBRIS. 4. CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF GROUND/SOIL EROSION AND PROTECT ANY EXISTING REMAINING DECK AND SURROUNDING AREAS WITH SILT SOCK OR OTHER METHODS AS REQUIRED. 5. CONTRACTOR TO SUBMIT SOIL/EROSION PLAN FOR CONTRACTOR TO SUBMIT SOIL/EROSION PLAN FOR APPROVAL IF REQUIRED BY LOCAL GOVERNMENT. 6. ALL ACCESSES AND ROUTES TO AND FROM CONSTRUCTION ALL ACCESSES AND ROUTES TO AND FROM CONSTRUCTION AREA TO BE APPROVED BY THE OWNER AND CONSULTANT PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCTION. ALL ACCESS AREAS AND ANY ADDITIONAL AREAS DISTURBED DURING DEMOLITION AND CONSTRUCTION TO BE RESTORED/REPAIRED TO ORIGINAL CONDITION. 7. ANY ADDITIONAL AREA OF DECK, SIDEWALK, OR BUILDINGS ANY ADDITIONAL AREA OF DECK, SIDEWALK, OR BUILDINGS THE CONTRACTOR DAMAGES DURING DEMOLITION OR CONSTRUCTION, CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL CONDITION. 8. CONTRACTOR TO SECURE SITE DURING ALL PHASES OF CONTRACTOR TO SECURE SITE DURING ALL PHASES OF CONSTRUCTION. 9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMO PERMITS THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMO PERMITS AND FEES. 10. CONTRACTOR TO SUPPLY PORTA-JOHN'S.CONTRACTOR TO SUPPLY PORTA-JOHN'S.
AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE CONTRACTOR TO REVIEW ALL DRAWING PAGES BEFORE COMMENCEMENT OF DEMOLITION. CALL BEFORE YOU DIG. 2. MAIN POOL AND DECK DEMOLITION TO CONSIST OF BUT NOT BE MAIN POOL AND DECK DEMOLITION TO CONSIST OF BUT NOT BE LIMITED TO: A. REMOVAL AND DISPOSAL OF EXISTING POOL LADDERS AND LIFE REMOVAL AND DISPOSAL OF EXISTING POOL LADDERS AND LIFE GUARD CHAIRS. B. REMOVAL AND DISPOSAL OF THE EXISTING POOL DECK. REMOVAL AND DISPOSAL OF THE EXISTING POOL DECK. C. REMOVAL AND DISPOSAL OF THE EXISTING POOL SHELL,AS REMOVAL AND DISPOSAL OF THE EXISTING POOL SHELL,AS DETAILED. 3. CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF SOIL CONTRACTOR TO USE CAUTION TO PREVENT ANY TYPE OF SOIL EROSION AND PROTECT THE EXISTING AREAS SURROUNDING THE POOL AREA WITH SILT SOCK. CONTRACTOR TO SUBMIT SOIL EROSION PLAN FOR APPROVAL TO OWNER AND CONSULTANT IF REQUIRED BY THE LOCAL GOVERNMENT. 4. SILT SOCK TO BE PLACED IN AREAS OF THE SITE TO PROTECT SILT SOCK TO BE PLACED IN AREAS OF THE SITE TO PROTECT PARKING AREAS AND ACCESS ROADS. 5. CONTRACTOR TO PROPERLY AND LEGALLY DISPOSE OF ALL CONTRACTOR TO PROPERLY AND LEGALLY DISPOSE OF ALL MATERIALS OFF SITE DURING DEMOLITION. 6. ANY ADDITIONAL LAWN AREA, SIDEWALK, OR BUILDINGS THE ANY ADDITIONAL LAWN AREA, SIDEWALK, OR BUILDINGS THE CONTRACTOR DAMAGES DURING DEMOLITION OR CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING.
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
EXISTING POOL GUTTER & WALL DEMOLITION DETAIL
AutoCAD SHX Text
SCALE: NTS
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AutoCAD SHX Text
SPD-3.3
AutoCAD SHX Text
EXISTING POOL DEMOLITION SECTION FOR NEW ADA RAMP
AutoCAD SHX Text
SCALE: NTS
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AutoCAD SHX Text
SPD-3.3
AutoCAD SHX Text
EXISTING POOL DEMOLITION SECTION AT DEEP WELL
AutoCAD SHX Text
SCALE: NTS
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AutoCAD SHX Text
SPD-3.3
AutoCAD SHX Text
EXISTING POOL DEMOLITION SECTION FOR NEW WADING AREA
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SCALE: NTS
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SPD-3.3
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AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
SP-3.3
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.3
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.3A
AutoCAD SHX Text
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
NEW POOL SECTIONS PLAN
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SCALE: 1/8"=1'-0"
AutoCAD SHX Text
SP-3.2
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AutoCAD SHX Text
FLOOR 8" THK. 4,000 PSI CONC W/W.W.F.
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WATER LEVEL
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6" LEDGE TYP. INSIDE OF DIVIDER WALL
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WATER LEVEL
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EXISTING FLOOR
AutoCAD SHX Text
WATER LEVEL
AutoCAD SHX Text 1"
AutoCAD SHX Text 12"
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TOP OF DECK
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S.S. GUTTER THIS AREA (NOT SHOWN)
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12" #5 GFRP BAR X 6" INSERTED INTO EACH SIDE OF JOINT @ 2'-0" C/C
AutoCAD SHX Text
DIVIDER WALL 4,000 PSI CONC #5 BAR 12" C/C
AutoCAD SHX Text 12" ZIP STRIP FOAM W/CETCO WATERSTOP-RX 101, SEALED W/DECK-O-SEAL GUN GRADE CAULK W/ PRIMER.
AutoCAD SHX Text
TILE TOP AND 1'-1 " 12" DECORATIVE TILE BAND EACH SIDE, SEE FINISH SCHEDULE
AutoCAD SHX Text
48" HIGH DECORATIVE RAIL SEE DETAIL SP-3.4A/3
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2B STONE
AutoCAD SHX Text
ZERO ENTRY SEE DETAIL SP-3.4/1
AutoCAD SHX Text
OF WALL
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2B STONE
AutoCAD SHX Text 2'-6" X 6" WIDE FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (3) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text 1'-6" WIDE 3,000 PSI CONCRETE W/ ULTRAFIBER 500 SUPPORT WALL W/ (2) ROWS OF #5 BAR EVENLY SPACED
AutoCAD SHX Text 2'-6" WIDEX 6" FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (3) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text
CETCO WATERSTOP RX101
AutoCAD SHX Text 12" #5 BAR X 7" INSERTED INTO WALL AND 5" INSERTED INTO FOOTING @ 2'-0" C/C STAGGERED
AutoCAD SHX Text
FLOOR DETAIL SEE SP-3.4/4
AutoCAD SHX Text
2B STONE
AutoCAD SHX Text 7 " FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 12" FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 500, SCREED FLAT WITH FINISH ACCEPTABLE TO TILE ADHESION W/ WWF 4x4x " DIA. CENTERED 14" DIA. CENTERED IN FLOOR, SUPPORTED BY BOLSTERS.
AutoCAD SHX Text
TOP OF S.S. GUTTER & DECK
AutoCAD SHX Text 8" FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 500, HAND FLOATED, TROWELED & DOUBLE EDGED W/ LIGHT BROOM FINISH - SUITABLE FOR BARE FEET, AND ACCEPTABLE FOR PAINT. W/ 4x4x " 14" DIA. W.W.F. DOUBLE MATS CENTERED IN FLOOR, SUPPORTED BY BOLSTERS. EXPOSED AGGREGATE WILL NOT BE ACCEPTABLE
AutoCAD SHX Text
2B STONE
AutoCAD SHX Text 3'-6" WIDE X 6" FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (4) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text 2'-6" X 6" WIDE FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (3) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text
LEVEL
AutoCAD SHX Text
WATER LEVEL
AutoCAD SHX Text 1"
AutoCAD SHX Text 12"
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NEW FLOOR
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EXISTING FLOOR
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 12"
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TOP OF S.S. GUTTER & DECK
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WATER LEVEL
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WATER LEVEL
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TOP OF DECK
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S.S. GUTTER
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ZERO ENTRY SEE DETAIL SP-3.4/1
AutoCAD SHX Text
2B STONE
AutoCAD SHX Text 2'-6" WIDE X 6" FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (3) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text 2'-0" WIDE 3,000 PSI CONCRETE W/ ULTRAFIBER 500 SUPPORT WALL W/ (2) ROWS OF #5 BAR EVENLY SPACED
AutoCAD SHX Text 1'-6" WIDE 3,000 PSI CONCRETE W/ ULTRAFIBER 500 SUPPORT WALL W/ (2) ROWS OF #5 BAR EVENLY SPACED
AutoCAD SHX Text 2'-6" WIDE 3,000 PSI CONCRETE W/ ULTRAFIBER 500 SUPPORT WALL W/ (2) ROWS OF #5 BAR EVENLY SPACED
AutoCAD SHX Text 2'-6" WIDE X 6" FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (3) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text
FLOOR DETAIL SEE SP-3.4/4
AutoCAD SHX Text 1'-6" WIDE 3,000 PSI CONCRETE W/ ULTRAFIBER 500 SUPPORT WALL W/ (2) ROWS OF #5 BAR EVENLY SPACED
AutoCAD SHX Text
2B STONE
AutoCAD SHX Text 8" FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 500, HAND FLOATED, TROWELED & DOUBLE EDGED W/ LIGHT BROOM FINISH - SUITABLE FOR BARE FEET, AND ACCEPTABLE FOR PAINT. W/ 4x4x " 14" DIA. W.W.F. DOUBLE MATS CENTERED IN FLOOR, SUPPORTED BY BOLSTERS. EXPOSED AGGREGATE WILL NOT BE ACCEPTABLE
AutoCAD SHX Text 7 " FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 12" FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 500, SCREED FLAT WITH FINISH ACCEPTABLE TO TILE ADHESION W/ WWF 4x4x " DIA. CENTERED 14" DIA. CENTERED IN FLOOR, SUPPORTED BY BOLSTERS.
AutoCAD SHX Text 3'-6" WIDE X 6" FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (4) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text 2'-6" WIDE X 6" FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (3) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text 3'-0" WIDE X 6" FOOTING 3,000, PSI. CONCRETE W/ ULTRAFIBER 500 W/ (3) #5 BARS @ 12" C/C LENGTHWISE IN FOOTING W/#5 CROSS PIECE TIES @ 24" C/C
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
NEW POOL SECTIONS
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SCALE: 1/8"=1'-0"
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SP-3.3
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NEW POOL SECTIONS
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SCALE: 1/8"=1'-0"
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SP-3.3
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AutoCAD SHX Text
8" RAMP FLOOR
AutoCAD SHX Text
6" LEDGE TYP. INSIDE OF DIVIDER WALL
AutoCAD SHX Text
CETCO WATERSTOP RX101
AutoCAD SHX Text
TILE TOP AND 1'-1 " 12" DECORATIVE TILE BAND EACH SIDE, SEE FINISH SCHEDULE
AutoCAD SHX Text
48" HIGH DECORATIVE RAIL SEE DETAIL SP-3.4A/3
AutoCAD SHX Text
8" WADING AREA FLOOR
AutoCAD SHX Text
DIVIDER WALL 4,000 PSI CONC #5 BAR 12" C/C
AutoCAD SHX Text
6" OF 2B STONE UNDER POOL FLOOR
AutoCAD SHX Text 12" #5 BAR X 7" INSERTED INTO WALL AND 5" INSERTED INTO FOOTING @ 2'-0" C/C STAGGERED
AutoCAD SHX Text
12" #5 GFRP BAR X 6" INSERTED INTO EACH SIDE OF JOINT @ 2'-0" C/C
AutoCAD SHX Text 12" ZIP STRIP FOAM W/CETCO WATERSTOP-RX 101, SEALED W/VULKEM 116 GUN GRADE CAULK.
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
NEW POOL SECTIONS
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SCALE: 1/8"=1'-0"
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SP-3.3A
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AutoCAD SHX Text
WATER LEVEL
AutoCAD SHX Text
NEW FLOOR
AutoCAD SHX Text
TOP OF DECK
AutoCAD SHX Text
12" ZIP STRIP FOAM EXPANSION JOINT SEE SP-3.4/4
AutoCAD SHX Text S.S. FLOOR MOUNTED GUTTER TO MATCH EXISTING PROFILE W/ WELDED BLANKED OFF RETURNS
AutoCAD SHX Text
SLIP RESISTANT DECORATIVE TILE (SEE FINISH SCHEDULE) SP.3.5/1
AutoCAD SHX Text 7 " FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 12" FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 500, SCREED FLAT WITH FINISH ACCEPTABLE TO TILE ADHESION W/ WWF 4x4x " DIA. CENTERED 14" DIA. CENTERED IN FLOOR, SUPPORTED BY BOLSTERS.
AutoCAD SHX Text 8" FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 500, HAND FLOATED, TROWELED & DOUBLE EDGED W/ LIGHT BROOM FINISH - SUITABLE FOR BARE FEET, AND ACCEPTABLE FOR PAINT. W/ 4x4x " 14" DIA. W.W.F. DOUBLE MATS CENTERED IN FLOOR, SUPPORTED BY BOLSTERS. EXPOSED AGGREGATE WILL NOT BE ACCEPTABLE
AutoCAD SHX Text
NON-SKID PAINT ON RAMP
AutoCAD SHX Text 2'-0" WIDE 3,000 PSI CONCRETE W/ ULTRAFIBER 500 SUPPORT WALL W/ (2) ROWS OF #5 BAR @ 8" C/C CONTINUOUS
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
2B STONE TYP.
AutoCAD SHX Text
12" #5 GFRP BAR X 6" INSERTED INTO EACH SIDE OF JOINT @ 2'-0" C/C
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6" 2B STONE MIN. TYP.
AutoCAD SHX Text
PAINTED FINISH
AutoCAD SHX Text CAULKING NOTES: 1. POOL IS TO BE PAINTED WITH 3 COATS BEFORE CAULKING 2. CARE IS TO BE TAKEN NOT TO MAR NEWLY PAINTED SURFACE. 3. CARE IS TO BE TAKEN NOT TO PAINT ON THE SIDES OF THE JOINT OR INTO THE JOINT, BUT ON THE FACE OF THE FLOOR AND WALLS. 4. JOINTS SHOULD BE TAPED ON EITHER SIDE PRIOR TO CAULKING 5. JOINTS SHALL NOT BE PAINTED AFTER CAULKING.
AutoCAD SHX Text
12" ZIP STRIP FOAM W/CETCO WATERSTOP-RX 101, SEALED W/VULKEM 116 GUN GRADE CAULK
AutoCAD SHX Text 8" FLOOR 4,000 PSI CONCRETE W/ ULTRAFIBER 500, HAND FLOATED, TROWELED & DOUBLE EDGED W/ LIGHT BROOM FINISH - SUITABLE FOR BARE FEET, AND ACCEPTABLE FOR PAINT. W/ 4x4x " DIA. W.W.F. DOUBLE 14" DIA. W.W.F. DOUBLE MATS CENTERED IN FLOOR, SUPPORTED BY BOLSTERS. EXPOSED AGGREGATE WILL NOT BE ACCEPTABLE
AutoCAD SHX Text
TOP OF S.S. GUTTER & DECK
AutoCAD SHX Text
WATER LEVEL
AutoCAD SHX Text
4" MIN. OF 2B STONE UNDER POOL DECK
AutoCAD SHX Text 4" DECK 3,500 PSI CONC. W/6X6X #10 DIA. W.W.F. TO BE TO BE HAND FLOATED, TROWELED & DOUBLE EDGED W/ LIGHT BROOM FINISH
AutoCAD SHX Text
5,000 PSI SHOTCRETE (TYP. ALL GUTTER)
AutoCAD SHX Text 12" ZIP STRIP FOAM EXPANSION JOINT SEALED WITH SIKAFLEX 1A CAULK W/ PRIMER SEE SP-2.4/3
AutoCAD SHX Text
TOOL JOINT SEALED W/ VULKEM 116 GUN GRADE CAULK
AutoCAD SHX Text
TOP OF S.S. GUTTER & DECK
AutoCAD SHX Text
WATER LEVEL
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
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ZERO ENTRY DETAIL
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SCALE: 1"=1'-0"
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AutoCAD SHX Text
SP-3.4
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FLOOR JOINT CONSTRUCTION WITH FOOTING
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SCALE: 3/4"=1'-0"
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SP-3.4
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EXISTING WALL DETAIL
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SCALE: 3/4"=1'-0"
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SP-3.4
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EXISTING WALL DETAIL W/ ALT #2 GUTTER
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SCALE: 3/4"=1'-0"
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SP-3.4
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AutoCAD SHX Text
TOP OF WALL / BENCH
AutoCAD SHX Text NOTE: : POST SPACING TO HAVE EQUAL SPACES TO SUIT EACH RAIL RUN WITH MAXIMUM POST SPACING 4'-0" DESIGN TO BE TYPICAL BOTH RUNS
AutoCAD SHX Text 1" SQUARE STAINLESS STEEL POSTS AND RAIL BY FISHING CREEK FORGE (SEE FINISH SCHEDULE FOR POWDER COAT COLOR)
AutoCAD SHX Text
38" STAINLESS STEELHORIZONTAL WAVE MOTIF
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
1.50" X .120 WALL THICKNESS316L STAINLESS STEEL PIPE HAND RAIL AND POSTS TYP.
AutoCAD SHX Text 2 " x " 316L STAINLESS 12" x " 316L STAINLESS 14" 316L STAINLESS STEEL BENT BAR BRACKET TYP.
AutoCAD SHX Text
BRONZE SOCKET TYP.
AutoCAD SHX Text
S.S. GUTTER
AutoCAD SHX Text
TILE TOP AND 10" DECORATIVE TILE BAND EACH SIDE SEE FINISH SCHEDULE
AutoCAD SHX Text
48" CONCRETE PIER 4,000 PSICONC. W/ ULTRA FIBER 500
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WATER LINE
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12"# 5 BAR INSERT & EPOXY 6" INTO FLOOR AND EXTEND 6" INTO BENCH @ 1'-0" C/C
AutoCAD SHX Text
CETCO WATERSTOP-RX 101
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CETCO WATERSTOP-RX 101
AutoCAD SHX Text
SCH.80 PVC SOCKET
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UMBRELLA POLE
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LEVEL
AutoCAD SHX Text 1"
AutoCAD SHX Text 12"
AutoCAD SHX Text
NEW FLOOR
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EXISTING FLOOR
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 12"
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TOP OF S.S. GUTTER & DECK
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WATER LEVEL
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2B STONE
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2B STONE
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SP-3.4A
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AutoCAD SHX Text
TOP OF DECK
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WATER LEVEL
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2B STONE
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2B STONE
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2B STONE
AutoCAD SHX Text
2B STONE
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
BARRIER RAIL DETAIL
AutoCAD SHX Text
SCALE: 3/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.4A
AutoCAD SHX Text
DETAIL AT CONCRETE BENCH WITH SUNSHADE
AutoCAD SHX Text
SCALE: 3/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.4A
AutoCAD SHX Text
DETAIL AT A.DA RAMP
AutoCAD SHX Text
SCALE: 3/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.4A
AutoCAD SHX Text
DETAIL AT A.D.A RAMP
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text
SP-3.4A
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AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
MAIN POOL FEATURE SCHEDULE
AutoCAD SHX Text
SCALE: 1/8"=1'-0"
AutoCAD SHX Text
SP-3.5
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SP-3.5A
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
MAIN SLIDE FEATURE CUT SHEET
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
FISH SLIDE FEATURE CUT SHEET
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
PADDOCK DECK SPRAY FEATURE CUT SHEET
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
MISSION HILL SHOWER FEATURE CUT SHEET
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
POP JETS FEATURE CUT SHEET
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.5A
AutoCAD SHX Text
SP-3.5A
AutoCAD SHX Text
SP-3.5A
AutoCAD SHX Text
SP-3.5A
SP-3.5A
Log Raft Floatable Shark Floatable
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SP-3.5B
AutoCAD SHX Text N:\Server\Altoona - Prospect Pool\Drawings\AFD -Prospect Pool - CD Working File.dwg\Randi Mcnair\3/26/2026\Randi Mcnair\3/26/2026Randi Mcnair\3/26/2026\3/26/20263/26/2026
AutoCAD SHX Text
PARAFLYTE LIFEGUARD CHAIR
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SENTARY LIFE GUARD CHAIR
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SNAKE FLOATABLE
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.5B
AutoCAD SHX Text
SP-3.5B
AutoCAD SHX Text
SP-3.5B
AutoCAD SHX Text
RAFT FLOATABLE
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SP-3.5B
AutoCAD SHX Text
SHARK FLOATABLE
AutoCAD SHX Text
SCALE: 3/32"=1'-0"
AutoCAD SHX Text
SP-3.5B
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SP-3.6
AutoCAD SHX Text
5,000 GALLON COLLECTION TANK
AutoCAD SHX Text
MH
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text N
AutoCAD SHX Text
(E)18 DE 30" X 60" FILTER CARTRIDGES
AutoCAD SHX Text
20'-0" ±CENTER TO CENTER
AutoCAD SHX Text
20'-0" ±CENTER TO CENTER
AutoCAD SHX Text
CONTROL JOINT DETAIL SEE SP-3.6/3
AutoCAD SHX Text
20'-0" ±CENTER TO CENTER
AutoCAD SHX Text
20'-0" ±CENTER TO CENTER
AutoCAD SHX Text
EXPANSION JOINT DETAIL SEE SP-3.6/2
AutoCAD SHX Text
TRENCH DRAIN DETAIL SEE SP-3.6/4
AutoCAD SHX Text
TRENCH DRAIN DETAIL SEE SP-3.6/4
AutoCAD SHX Text
TRENCH DRAIN DETAIL SEE SP-3.6/4
AutoCAD SHX…
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