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6221C - Construction of WaterWorks Park Wave Pool and Concession, 4.Drawings/ PlansNORTH SP0.0 Title Sheet.dwgCopyright © 2016 The C.T. Brannon Corporation.WEBSITE: www.brannoncorp.comCITY OF DENTON OFFICIALS MAYOR - COUNCIL MEMBER - COUNCIL MEMBER - COUNCIL MEMBER - COUNCIL MEMBER - AT LARGE PLACE 5 - AT LARGE PLACE 6 - PARKS DIRECTOR - AQUATICS MANAGER - CHRIS WATTS KEVIN RODEN SARAH BAGHERI KEELY BRIGGS JOEY HAWKINS DALTON GREGORY KATHLEEN WAZNY EMERSON VOREL TOM KLIMKO AQUATICS CONSULTANTS & CIVIL ENGINEERS THE C.T. BRANNON CORPORATION 1321 SOUTH BROADWAY TYLER, TEXAS 75701 PHONE: (903) 597-2122 ENGINEER OF RECORD: CALVIN T. BRANNON Sheet List Table Sheet Number Sheet Title SP0.0 TITLE SHEET SP0.1 GENERAL NOTES SP0.2 SITE SURVEY SP1.0 WAVE POOL SITE PLAN SP1.1 SITE GRADING PLAN SP1.2 SITE PREPARATION PLAN SP1.3 WAVE POOL SITE UTILITIES & DRAINAGE SP1.4 DECK & JOINTING PLAN SP1.5 SP1.6 SP1.7 SITE EQUIPMENT PLAN SP1.8 LANDSCAPE AND IRRIGATION SP2.0 WAVE POOL PLUMBING PLAN SP3.0 WAVE POOL EQUIPMENT ROOM SP3.1 ADG CAISSON PLAN SP4.0 WAVE POOL SECTIONS SP4.1 SITE DETAILS SP4.2 EROSION CONTROL DETAILS A1.0 CONCESSION STAND EQUIPMENT LAYOUT A2.0 CONCESSION STAND ELEVATIONS A3.0 MECHANICAL ROOM DETAILS A4.0 MECHANICAL ROOM STRUCTURAL A5.0 CONCESSION STRUCTURAL A6.0 CONCESSION ROOFING & TRUSS DETAILS DECK & JOINTING PLAN DECK & JOINTING PLAN M100 CONCESSION MECHANICAL PLAN M200 MECHANICAL NOTES E100 CONCESSION LIGHTING PLAN E200 CONCESSION POWER PLAN E100A EQUIPMENT ROOM LIGHTING PLAN E200A EQUIPMENT ROOM POWER PLAN E300 PANEL SCHEDULES AND RISER DIAGRAMS E400 ELECTRICAL NOTES P100 CONCESSION SANITARY SEWER PLAN P200 CONCESSION DOMESTIC WATER PLAN P300 PLUMBING DETAILS P400 PLUMBING NOTES SU100 SITE ELECTRICAL PLAN SU101 POOL LIGHTING PLAN SU102 SITE COMMUNICATION PLAN 15116 SP0.1 SP0.1 General Notes.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONGENERAL NOTESNOTE: SWIMMING POOL DESIGN SHEETS SHOW ITEMS OF WORK TO BE PERFORMED BY VARIOUS SUB-CONTRACTORS AND TRADESMEN. ALL SUB-CONTRACTORS AND TRADESMEN ARE REQUIRED TO REVIEW EACH OF THESE SHEETS PRIOR TO BEGINNING WORK. POOL CLASS:B (WAVE POOL) WATER SURFACE AREA: PERIMETER: VOLUME: AVG. DEPTH: REQUIRED TURNOVER: ACTUAL TURNOVER: CIRCULATION RATE: CIRCULATION PUMP Hp: FILTER SURFACE AREA: MAX. FILTER CAPACITY: MAXIMUM BATHER LOAD: TOTAL MAIN DRAIN FLOW MAIN DRAIN CAPACITY 13,308 S.F. 514'-0" 298,650 GAL. 3.25 FT. 4.50 HOURS 2.93 HOURS 1,700 GPM 40 Hp 160 S.F. 3,200 GPM 880 PERSONS 1,700 GPM 6,552 GPM REMARKSNO.DATE------------------GENERAL NOTES:PLUMBING NOTES: EQUIPMENT ROOM NOTES: REQUIRED SIGNS OWNER SHALL APPROVE ALL SIGNS. SIGNS REQUIRED MUST BE IN PLAIN VIEW. ADDITIONAL SIGNS ARE DEFINED AND REQUIRED IN THE ENCLOSED PLAN SET. CHEMICAL STORAGE PROVIDE SIGN ON CHEMICAL ENCLOSURE GATE STATING "DANGER: POOL CHEMICALS" PROVIDE NFPA 704 MARKING SYSTEM IDENTIFICATION PLACARD ON GATE OF POOL EQUIPMENT ENCLOSURE. EMERGENCY TELEPHONE A SIGN MUST BE POSTED IN THE IMMEDIATE VICINITY OF EACH POOL STATING THE LOCATION OF THE EMERGENCY TELEPHONE LOCATION. CONTACT THE APPROPRIATE AUTHORITIES WITH RESPECT TO LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO WORK IN THE AREA. ONE CALL: 1-800-669-8344 NOTE: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. RELOCATION OF UTILITIES IS REQUIRED UNDER THIS PROJECT. UTILITY NOTES: CLEAR AND GRUB TOPSOIL FROM THE SITE. GRADE SITE TO NATIVE SOIL TO PERFORM THE WORK . SCRAPE THE SITE SO NO ORGANIC MATERIAL REMAINS BENEATH NEW CONCRETE FLATWORK AREAS. WATER THE NATIVE SOIL PRIOR TO CONSTRUCTION SO THAT THE MOISTURE CONTENT OF THE SOIL IS APPROXIMATELY 20%. WHERE FILL OR NATIVE SOIL REPLACEMENT IS REQUIRED CONTRACTOR SHALL INSTALL A SELECT FILL MATERIAL HAVING A PLASTICITY INDEX (P.I.) BETWEEN 5 AND 15 AND A LIQUID LIMIT (L.L.) OF LESS THAN 35. COMPACT THE MATERIAL IN 9" LIFTS TO 95% STANDARD PROCTOR DENSITY AT +/-3% OPTIMUM MOISTURE CONTENT. EXCESS TOPSOIL SHALL BE STOCKPILED ON SITE AT THE OWNER'S DISCRETION WITH SILT FENCE INSTALLED ON THE DOWN HILL SIDE OF THE STOCK PILE. SOILS NOTES: NOTE: THE POOL SHALL HAVE AVAILABLE TO BATHERS A WATER SOURCE OF POTABLE QUALITY, A TELEPHONE WITHIN 200 FT OF THE POOL, A HOSE BIB TO WASH DOWN THE DECK, TWO SETS OF LIFE SAVING EQUIPMENT AS FOLLOWS: A 12' LONG SHEPHERD'S CROOK NON-CONDUCTIVE AND NON-TELESCOPING, A USCG RING BUOY WITH 50' OF 3 8" DIA ROPE (PROVIDED BY OWNER). THE FOLLOWING SIGNS ARE REQUIRED: SIGN ON GATES AND DOORS INDICATING NEAREST PHONE LOCATION SIGN STATING "IN CASE OF EMERGENCY CALL 911" IN 1" LETTERING SIGN DESCRIBING LOCATION OF PHONE INSIDE THE POOL ENCLOSURE. SIGN STATING "NO DIVING" AND INTERNATIONAL SYMBOL (4" LETTERS) SIGN STATING "NO DIVING" INSIDE POOL ENCLOSURE. (4" LETTERS) SIGN STATING "CHILDREN SHOULD NOT USE POOL WITHOUT ADULT SUPERVISION" INSIDE POOL ENCLOSURE (2" LETTERS) 1. ALL METAL COMPONENTS OF POOL TO BE BONDED PER 2014 NEC ARTICLE 680. 2. STRUCTURAL DETAILS ARE MEASURED TO FINISHED CONCRETE; WATER DEPTH AND OVERALL POOL DIMENSIONS ARE MEASURED TO FINISHED PLASTER OR TILE FINISH. 3. THE INTENT OF THE PROJECT IS TO PROVIDE A WATER TIGHT VESSEL(S). 4. SLOPE FLOORS AS SHOWN ON PLANS, BUT POOL FLOOR SLOPES SHALL NOT EXCEED 1:12 (8.33%) 5. DECK SLOPES, OTHER THAN DESIGNATED STEPS AND RAMPS, SHALL NOT EXCEED (2.00%) IN ANY DIRECTION. 6. 'EJ' DENOTES SELF-LEVELING URETHANE EXPANSION JOINT. DECK INSTALLER SHALL INSTALL EXP. JOINT MATERIALS. 7. ALL CORNERS PROTRUDING INTO POOLS SHALL HAVE A RADIUS OF 2" OR LARGER. 8. ALL WORK SHALL BE DONE IN CONFORMANCE WITH INTERNATIONAL BUILDING CODE AS REVISED AND ADOPTED BY THE CITY OF DENTON, TEXAS. 9. PRIOR TO BEGINNING CONSTRUCTION OF THE POOLS, THE CONTRACTOR MUST OBTAIN A PERMIT FOR CONSTRUCTION. 10. WRITTEN DIMENSIONS GOVERN OVER SCALED DIMENSIONS. 11. GENERAL NOTES ON THIS SHEET DO NOT DEFINE ALL WORK REQUIRED IN THE PROJECT. CONTRACTORS SHALL REFER TO ALL PLANS AND SPECIFICATIONS FOR FULL DEFINITION OF WORK FOR THE PROJECT. 12. POOL DIMENSIONAL TOLERANCE FOR WATER DEPTH AND STAIR RISERS IS TO BE +/- 14". 13. TESTING FOR WORK & MATERIALS ON THE PROJECT WILL BE PERFORMED BY THE OWNER. IF THE MATERIAL BEING TESTED FAILS IN THE ANY WAY THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURTHER TESTING AND ANY ADDITIONAL WORK TO MEET THE DESIGN REQUIREMENTS. 14. WATER PROOF, WATERTIGHT, IMPERVIOUS, AND/OR IMPERMEABLE AS SPECIFIED FOR THIS PROJECT ARE ALL DEFINED AS A COMPLETED AND FILLED WATER VESSEL WITH A MEASURABLE LOSS OF LESS THAN 25GPD PER 1,000 SQUARE FEET OF WATER SURFACE AREA, EXCLUSIVE OF EVAPORATION. WATER LOSSES FROM ALL SOURCES SHALL BE MEASURED BY THE POOL CONTRACTOR USING A METHOD APPROVED BY THE ENGINEER. THE POOL CONTRACTOR SHALL RECORD AND SEND RESULTS OF THE LOSS TESTING TO THE ENGINEER. IF TESTING INDICATES EXCESSIVE LOSSES THEN THE POOL CONTRACTOR SHALL SUBMIT TO THE ENGINEER A REMEDIATION PLAN FOR APPROVAL AND, ONCE APPROVED, PROCEED TO REMEDIATE WATER LOSSES. 1. INSTALL BLUE WHITE DIGIFLOW F2000 BATTERY POWERED FLOW METER ON ALL PUMP DISCHARGE LINES. FLOW METERS ARE ORDERED BY TYPE OF PIPE (SCHEDULE AND DIAMETER). INSTALL ON CLAMP FURNISHED WITH THE METER. INSTALL ONLY ON FILTERED WATER RETURN AND ONLY AFTER THE FILTER. 2. INSTALL COMBINATION VACUUM/PRESSURE GAUGE AT EACH PUMP INTAKE AND A PRESSURE GAUGE AS CLOSE TO THE PUMP DISCHARGE AS POSSIBLE FOR ALL PUMPS. 2.1 PRESSURE GAGE: WEKSLER 60 MM LIQUID FILLED S.S. BOTTOM MOUNT WITH SNUBBER AND S.S. PET COCK. 0-60 PSI 2.2 COMBINATION GAGE: WEKSLER 60 MM LIQUID FILLED S.S. BOTTOM MOUNT WITH SNUBBER AND S.S. PET COCK. 0-60PSI/0-30 IN. Hg 3. FILTERS MUST BE FURNISHED WITH MANUFACTURER'S GAGE PANEL AND CONNECTED AS REQUIRED BY MANUFACTURER. SMALL CARTRIDGE AND VERTICAL SAND FILTERS LESS THAN 42 INCHES DIAMETER SHALL HAVE TOP MOUNT MANUAL AIR BLEED WITH LIQUID FILLED PRESSURE GAGE PER ITEM 2 ABOVE. 4. PLUMBING 3-INCH AND LARGER NOMINAL DIAMETER SHALL BE SUPPORTED OFF THE FLOOR WITH UNISTRUT GALVANIZED PIPE STANDS AND PIPE STRAPS TO A MAXIMUM HEIGHT OF 6'-0" CLEAR ABOVE FLOOR. HIGHER PLUMBING SHALL BE SUPPORTED FROM THE CEILING WITH CLEVIS STYLE HANGERS. PIPE SHALL BE BRACED IN TWO PLANES AND SHALL NOT SWAY UNDER HAND PRESSURE APPLIED IN ANY DIRECTION. PIPE SUPPORT SPACING SHALL NOT EXCEED 60 INCHES FOR 8 INCH AND LARGER DIAMETER, 48 INCHES FOR 4- AND 6-INCH PIPE, NOR 36-INCHES FOR SMALLER PIPE. 5. SMALLER PIPE (2-1/2-INCH AND SMALLER) SHALL BE SUPPORTED WITH CLIC-X SERRATED NYLON CLIPS MOUNTED ON THE WALL OR CEILING DIRECTLY OR (WHEN TWO OR MORE PIPE ARE INSTALLED PARALLEL ) ON GALVANIZED UNISTRUT STAND-OFF BRACKETS. PIPE SUPPORT SPACING SHALL NOT EXCEED 36-INCHES FOR SMALLER PIPE. 6. ALL PUMP STRAINERS TO BE PROVIDED WITH SPARE STRAINER BASKET. 7. PROVIDE CONCRETE HOUSEKEEPING PAD BENEATH ALL PUMPS. HOUSEKEEPING PAD SHALL BE A MINIMUM OF 4" HIGH BUT MAY VARY IN HEIGHT TO ALIGN THE PUMP INTAKE TO PLUMBING SHOWN ON THE DRAWINGS. 8. ALL PIPING IN THE MECHANICAL ROOM SHALL HAVE FLOW DIRECTIONAL ARROW TAPE INDICATING THE DIRECTION OF FLOW. 9. MOTORS FOR CIRCULATION AND FEATURE PUMPS SHALL BE PREMIUM EFFICIENT MOTOR DESIGN AS DEFINED BY NEMA PREMIUM PROGRAM. 10. VALVES 2-1/2" AND SMALLER: TRU UNION BALL VALVES. GLUED-IN SOCKET VALVES ARE UNACCEPTABLE. 11. VALVES 3" AND LARGER: WAFER STYLE PVC FLANGE BUTTER FLY VALVE WITH STAINLESS SHAFT AND LOCKING HANDLE. VALVES 8-INCH AND LARGER SHALL HAVE WHEEL ACTUATOR IN LIEU OF HANDLES. ASAHI, HAYWARD, NEPTUNE OR EQUAL. 1. INSTALL 3 4" PVC "WINTERIZING" BALL VALVES ON POOL PLUMBING SO ALL PLUMBING CAN BE DRAINED DURING THE OFF-SEASON OR FOR MAINTENANCE. 2. AVOID INSTALLING ANY LINE WITH AN AIR ENTRAPPING HIGH POINT WHEN UNAVOIDABLE, INSTALL AN APCO AUTOMATIC AIR RELEASE VALVE ON A CLAMP-ON SADDLE AT THE HIGH POINT OF ANY LOOPING PUMP DISCHARGE LINES. 3. BURIED POOL PLUMBING (CONCEALED, NOT EXPOSED) TO CONFORM TO ASTM D-1785 TYPE 1, GRADE 1, SCHEDULE 80 PVC PROVIDE PIPE SYSTEM THAT IS WATERTIGHT TO A PRESSURE OF 40 PSI . ASTM D-2665 DWV PIPE DOES NOT MEET THIS SPECIFICATION UNLESS THE PIPE IS DUAL MARKED WITH D-1785 AS WELL. 4. EXPOSED POOL PIPING IN MECHANICAL ROOMS, GARAGES, PLENUMS, AND SIMILAR LOCATIONS SHALL CONFORM TO ASTM D-1785 TYPE 1, GRADE 1, SCHEDULE 80 PVC. 5. ALL PIPE FOR THIS PROJECT SHALL BE OF NEW MANUFACTURE AND NOT WEATHERED OR DAMAGED IN ANY WAY WHEN DELIVERED TO THE PROJECT. 6. REFER TO MEP DRAWINGS FOR POTABLE WATER LINES, AND BACKWASH DRAIN LINES TO BE EXTENDED TO EACH POOL EQUIPMENT ROOM. 7. ALL PLUMBING PENETRATIONS THROUGH CONCRETE POOL STRUCTURES OR BASINS INTENDED TO HOLD WATER SHALL HAVE NO-LEAK FLANGES. CORED PENETRATIONS THROUGH PIT OR BASEMENT WALLS SHALL BE FILLED WITH LINK-SEAL GASKETS AND WATER TIGHT. 8. PIPE LAYOUT SHOWN IS REPRESENTATIVE OF THE INTENDED GENERAL PIPE ROUTING, WITH ALLOWANCE FOR MINOR REALIGNMENTS AS REQUIRED BY FIELD CONDITIONS. PIPE SHALL BE INSTALLED WITH THE LEAST AMOUNT OF FITTINGS POSSIBLE. CONTRACTOR SHALL REQUEST ANY CHANGE TO THE LAYOUT AND PROVIDE REDLINE DOCUMENTATION TO THE ENGINEER. 9. ALL INDIVIDUAL FILTERED RETURN INLET BRANCH LINES TO BE 2" UNLESS NOTED OTHERWISE. 10. ALL INDIVIDUAL SKIMMER BRANCH LINES TO BE 2" UNLESS NOTED OTHERWISE. 11. ALL POOL MAIN DRAIN SUMPS, FRAMES, AND GRATES MUST COMPLY WITH VIRGINIA GRAEME BAKER ACT. (SWIMMING POOL SAFETY ACT OF 2007). SUCTION DEVICES SHALL COMPLY WITH ANSI/APSP-16 VGB STANDARD. 12. BURIED POOL PLUMBING BENEATH DECKS AND LANDSCAPE SHALL HAVE 24" OF COVER MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE. 13. POOL PLUMBING LOCATED BENEATH THE POOL FLOOR SHALL BE CONCRETE ENCASED AND INTEGRAL WITH THE POOL FLOOR. PLUMBING BENEATH POOL FLOOR SHALL NOT ENCROACH IN THE NORMAL THICKNESS OF THE FLOOR. 14.NO POOL PIPING SHALL BE RUN WITHIN AND PARALLEL TO POOL WALLS EXCEPT FOR SHORT BRANCHES OFF OF MANIFOLDS LOCATED OUTSIDE THE POOL SHELL. 15. POOL FITTINGS SHALL BE INSTALLED WITH THE WALL OR RETURN FITTING FLUSH WITH THE FINISHED POOL WALL. THE SCOOP NORMALLY LEFT BY SHOTCRETERS AROUND FITTING PIPE SHALL NOT BE BACKFILLED WITH PLASTER BUT RATHER WITH NON-SHRINK GROUT. POOL RETURN FITTINGS SHALL FIT TIGHTLY WITH NO DISCERNIBLE "BUMP". NEITHER SHALL THE EYEBALL OR OTHER FITTING INSERT PROJECT FROM THE FINISHED POOL SURFACE SUCH THAT A GAP OF 116" OR GREATER IS VISIBLE BEHIND THE FITTING. THE ENGINEER MAY REJECT ANY FITTING THAT PROJECTS FROM OR IS RECESSED INTO THE PLANE OF THE POOL WALL OR FLOOR. GENERAL STRUCTURAL NOTES 1. POOL SHELLS SHALL BE INSTALLED WITH SHOTCRETE OR CAST IN PLACE CONCRETE. REFER TO SPECIFICATIONS FOR CONCRETE MIX AND COMPRESSIVE STRENGTH REQUIREMENTS. 2. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM DEFORMED BARS SUPPORTED ON PERMANENT STEEL OR NYLON BAR CHAIRS, BRICK OR CONCRETE MASONRY SUPPORTS DO NOT MEET THIS SPECIFICATIONS! 3. MINIMUM SPLICE LENGTH SHALL BE 50 TIMES THE BAR DIAMETER OR 18 INCHES, WHICHEVER IS GREATER. IN ACCORDANCE WITH THE A.C.I. MINIMUM COVER FOR REINFORCING STEEL IN CONCRETE IS 3" WHEN ADJACENT TO SOILS AND 1-1/2" FROM SURFACES EXPOSED TO WEATHER OR POOL WATER.. 4. FORM OILS OR CURING COMPOUNDS ARE NOT ALLOWABLE ON SURFACES THAT WILL RECEIVE PLASTER, PAINT, OR TILE FINISHES. WATER BASED CURING COMPOUNDS MAY BE USED PROVIDED THE SURFACE IS TREATED WELL AND SAND OR WATER BLASTED PRIOR TO THE APPLICATION OF PAINT, OR TILE. 5. CURE AND PLACE CONCRETE IN ACCORDANCE WITH 2006 ACI STANDARDS. 6. SHOTCRETE MIX AND INSTALLATION SHALL CONFORM TO 2006 ACI STANDARDS FOR SHOTCRETE CONSTRUCTION, WET FORMED PROCESS. 7. CAST IN PLACE FORMED CONCRETE IS REQUIRED FOR MECHANICAL ROOM, PITS, BLOWER CAISSONS, CONCRETE DUCTS, AND 'BACK OF HOUSE' FLOORS. 8. DRY PROCESS SHOTCRETE (GUNITE) IS NOT PERMITTED ON THIS PROJECT WITHOUT EXPRESS WRITTEN CONSENT OF THE ENGINEER. (1) DO NOT PRESUME SUBSTITUTION OF ANY MATERIALS OR EQUIPMENT IN THIS POOL AND SPA PROJECT. SUBSTITUTIONS ARE MADE ONLY WITH PERMISSION OF THE ENGINEER IN WRITING. SUBSTITUTIONS WILL NOT BE CONSIDERED PRIOR TO BIDDING. (2) THE BIDDER AND POOL CONTRACTOR SHALL REFER TO ALL SHEETS IN THE POOL DRAWINGS AND ALL WRITTEN SPECIFICATIONS IN THE PROJECT MANUAL. ANY CALL-OUT FOR MATERIALS OR EQUIPMENT IN ANY ONE OF THEM IS DEEMED A REQUIREMENT WHETHER OR NOT THAT CALL-OUT IS FOUND IN OTHER VIEWS, SCHEMATICS, OR SPECIFICATIONS. (3) ANY ITEM REQUIRED BY THE LOCAL OR STATE HEALTH CODE SHALL BE PROVIDED AS PART OF THIS PROJECT WHETHER OR NOT IT IS SPECIFICALLY CALLED OUT ON THE PLANS OR SPECIFICATIONS. (4) COORDINATE WORK WITH OTHER TRADES. (5)THESE PLANS CONTAIN WORK THAT REQUIRE THE SERVICES AND SKILLS OF OTHER TRADES OTHER THAN THE POOL SUBCONTRACTOR. ALL TRADES ARE ADVISED TO INSPECT THE POOL DOCUMENTS TO AVOID GAPS AND OVERLAPS IN PRICING. BIDDING NOTES:GENERAL POOL ELECTRICAL NOTES: 1) ALL UNDERWATER LIGHTING CONDUIT IS WATERTIGHT SCHEDULE 80 PVC UNLESS NOTED OTHERWISE. 2) CONDUIT SHALL NOT RUN WITHIN THE WALLS OR FLOOR PARALLEL TO WALLS AND FLOOR BUT SHALL PENETRATE AT RIGHT ANGLES TO MINIMIZE CONDUIT LENGTH EMBEDED. 3) ELECTRICAL CONTRACTOR TO RUN LIGHTING CONDUIT FROM THE LIGHTING NICHE OR STUB CONDUIT IN THE POOL WALL TO J. BOX OR LOW VOLTAGE TRANSFORMER PLACED AT LEAST 10 INCHES MINIMUM ABOVE THE OVERFLOW RIM OF THE POOL . J. BOX IS BY ELECTRICAL AND NOT BY POOL CONTRACTOR. THE POOL CONTRACTOR SHALL INSTALL THE UNDERWATER LIGHTING FIXTURE COMPLETE WITH SUBMERSIBLE CONDUCTOR CABLE FROM THE POOL TO J.BOX OR LOW VOLTAGE TRANSFORMER. CIRCUITING FROM J. BOX TO PANEL BY ELECTRICAL AND NOT BY POOL CONTRACTOR. 4) ELECTRICIAN SHALL PROVIDE A SUBPANEL IN THE POOL MECHANICAL SPACES. REFER TO ELECTRICAL SPECIFICATIONS FOR PANEL REQUIREMENTS. PROVIDE CONDUIT AND WIRE POOL PUMPS AND OTHER EQUIPMENT TO THE SUBPANEL. 5) ELECTRICAL CONTRACTOR TO PROVIDE LIGHTING, VENTILATION, CONVENIENCE OUTLETS AND GENERAL POWER DISTRIBUTION WITHIN THE POOL MECHANICAL ROOM, SITE, AND ENCLOSURES AS SHOWN IN THIS PLAN SET. 6) LOW VOLTAGE WIRING BY ELECTRICAL CONTRACTOR INCLUDING PROVIDING LOW VOLTAGE TRANSFORMERS CALLED OUT ON THESE PLANS. 7) ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL EQUIPOTENTIAL BONDING FOR ALL METAL PARTS PER NEC ARTICLE 680. THE FOLLOWING LIST IS INTENDED TO ASSIST THE CONTRACTOR BUT IS NOT NECESSARILY ALL INCLUSIVE. REFER TO N.E.C. THE FOLLOWING ITEMS MUST BE BONDED: METAL LADDERS, HAND RAILS, AND THEIR ANCHORAGE SLEEVES METAL LIGHT NICHES, LUMINAIRES POOL EQUIPMENT, MOTORS, HEATERS, AND OTHER METAL COMPONENTS. DECK REINFORCING STEEL GRID POOL AND SPA REINFORCING STEEL GRID METAL DOORS, WINDOWS, STEEL STRUCTURES WITHIN 5'-0" OF THE POOL WATER METAL SLEEVES AND PARTS FOR HANDICAPPED LIFT. ANY OTHER METAL PART WITHIN 5'-0" OF THE WATER IN EXCESS OF 4 SQUARE INCHES OR PROJECTING INTO THE POOL BY MORE THAN 1" 8) FOR THIS PROJECT THE BONDING GRID IS THE REINFORCING STEEL IN THE POOL SHELL. 9) CONNECT ALL METAL PARTS TO THE BONDING GRID WITH #8 BARE COPPER WIRE. CLAMP TO REINFORCING STEEL WITH U.L. LISTED COMPRESSION SCREW CLAMPS. WRAPPING WIRE IS NOT ACCEPTABLE. 10) BOND THE POOL REINFORCING STEEL TO THE DECK IN AT LEAST SIX EVENLY SPACED LOCATIONS AROUND THE POOL. TIE WIRE IS NOT SUFFICIENT. 11) ANY ELECTRICAL WORK NOT SPECIFICALLY REQUIRED OF THE POOL CONTRACTOR IS THE RESPONSIBILITY OF THE BUILDING ELECTRICAL CONTRACTOR. IT IS THE INTENT OF THE CONSTRUCTION DOCUMENTS THAT ALL ELECTRICALLY POWERED DEVICES BE BOTH POWERED AND PROPERLY GROUNDED AND WORKING PROPERLY. 12) RIGID CONDUIT BURY DEPTH REQUIREMENTS: REF. TABLE 300.5 OF THE NEC LOCATION DIRECT BURY METAL SCH 80 PVC BELOW PARKING, DRIVEWAYS 24" 24" 24" AT POOL DECK WITH CONC. >4" THICK 18" 4" 4" IN BUILDING 0" 0" 0" LANDSCAPPING, SODDED, GRASS, AREAS 24" 6" 18" 13) PROVIDE A 20A/120V ALL WEATHER CONVENIENCE OUTLETS AROUND POOLS WITHIN 25 FEET OF THE WATER AND NOT MORE THAN 100 FEET APART. ALL CIRCUITS TO BE GFCI. 14) UNDERGROUND POWER, OTHER THAN TO UNDERWATER LIGHTS SHALL NOT BE RUN WITHIN 5'-0" OF THE POOL WATER UNLESS IT IS INSTALLED IN WATER TIGHT CONDUIT. CONCRETE SPECIFICATION FOR WAVE POOLS: ·CAST IN PLACE STRUCTURAL INCLUDING FLOOR SLABS, RETAINING WALLS POOL FLOORS, POOL WALLS, CAISSONS, AND PITS. ·SHOTCRETE FOR POOLS, WET PROCESS ·MISC. CONCRETE FOR HOUSEKEEPING PADS, STOOPS, FENCE POSTS, PUMP BASES, POOL DECK, AND FOOTINGS. ·4,000PSI & (5.5 SACKS/CY OR 517#/CY) MAX. 0.45-0.49 W.C. RATIO WATER REDUCING AGENT (SUPER PLASTICIZER) ·4,200PSI & MIN (7 SACKS/CY OR 658#/CY) ·3,000PSI & MIN (5 SACKS/CY OR 470#/CY) 0.45-0.49 W.C. RATIO. WATER QUALITY NOTES: REQUIREMENTS OF THE STATE HEALTH DEPARTMENT(S) (STATE AND LOCAL) IN WHICH THE PROJECT IS LOCATED SHALL BE FOLLOWED AT ALL TIMES. POOL CONTRACTOR SHALL MAKE ARRANGEMENTS FOR CLEAN, POTABLE WATER AND FILL POOL FROM WATER SERVICES AND HYDRANTS FURNISHED BY OTHERS. WATER FURNISHED BY OTHERS SHALL CONTAIN LESS THAN 0.3PPM COPPER AND IRON. IF THE PERMANENT WATER SOURCE DOES NOT MEET THIS QUALITY OF WATER THE POOL CONTRACTOR SHALL SUPPLY METAL SEQUESTERING AGENTS FOR 14 DAYS AFTER FILLING THE POOL. THE OWNER SHALL FURNISH AND MAINTAIN SEQUESTERING AGENTS FROM THE 15TH DAY ON. THE POOL SHALL BE LEFT BALANCED AS FOLLOWS: pH BETWEEN 7.2 AND 7.8 Cl 1-3 ppm FAC ALKALINTY 80-120 ppm LSI -1 < LSI < 1 (RECOMMEND WWW. POOLCALCULATOR.COM FOR SIMPLE CALCULATIONS.) CLARITY CLEAR; NO DISCERNABLE TURBIDITY. 1. MINIMUM 1 X 6 NOMINAL BACK FORMS SHALL BE SET AND BRACED AGAINST THE EARTH TO FORM THE BACK OF THE BOND BEAM. IN EXPOSED WALLS WHERE BACKFILL WILL NOT COVER WALLS, THE CONCRETE SHALL BE FORMED FULL DEPTH WITH SUBSTANTIAL PLYWOOD FORMS (NOT PEGBOARD OR MASONITE) AND SECURED AGAINST MOVEMENT UNDER THE PRESSURE OF SHOTCRETE. THE SAME APPLIES TO DAM WALLS OR PENINSULAS. FORM ONE SIDE AND BUILD OUT. 2. TAUT WIRE SUCH AS PIANO WIRE SHALL BE STRUNG ALONG THE TOP FRONT EDGE OF THE BOND BEAM AT PROPER ALIGNMENT AND GRADE TO SERVE AS A GUIDE WHEN SHOOTING WALLS. ADEQUATE WIRE OR STAKES SHALL BE SET IN POOL FLOORS TO INSURE ADEQUATE FLOOR THICKNESS DURING SHOOTING. 3. PROCESS THE SHOTCRETE SHOOT CONTINUOUSLY BUILDING UP THE CONCRETE LAYER UPON LAYER WITH THE NOZZLE PERPENDICULAR TO THE SURFACE BEING SHOT AT ALL TIMES. DO NOT SWEEP THE GUN. DO NOT INCORPORATE REBOUND INTO THE POOL REMOVE IT FROM THE POOL IMMEDIATELY. ANY CARVED CONCRETE TRIMMINGS SHALL BE IMMEDIATELY REMOVED FROM THE POOL. HAND PACKING OR TAMPING LOOSE CONCRETE IS NOT ACCEPTABLE. DO NOT USE TRIMMINGS TO BUILD STEPS OR BENCHES. 4. WALLS SHALL BE PLUMB FROM THE GUIDE WIRE DOWN TO THE FLOOR. 5. RADIUS ALL FLOORS: MINIMUM 12 INCH RADIUS FOR WALLS 3 TO 5 FEET TALL. MINIMUM 6 INCH RADIUS FOR WALLS 1'-6" TO 2'-11" IN HEIGHT BUT WITH SMOOTH TRANSITIONS TO VARYING RADII AS DEPTH INCREASES. RADIUS STEP COVES ON 2" RADIUS AND STAIR NOSINGS ON 1" RADIUS. 6. THE FACE OF CURVED STAIR RISERS SHALL BE SMOOTH WITHOUT DISTORTION OR SEGMENTS. THE NOSINGS SHALL BE UNIFORM. THE RISERS SHALL BE PLUMB AND OF EVEN HEIGHT. 7. CAST IN PLACE CONCRETE SHALL CONTAIN HIGH RANGE WATER REDUCING ADMIXTURE (SUPER PLASTICIZER). REFER TO MANUFACTURER FOR DOSAGE REQUIREMENTS. SYMBOL LEGEND NOTE: Bearings of lines shown hereon are referenced to Grid North of the Texas Coordinate System of 1983 (North Central Zone; NAD83 (2011) Epoch 2010) as derived locally from Western Data Systems Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) survey methods. Elevations are referenced to NAVD88, as derived from said RTK observations. Orthometric heights were calculated by applying the Geoid12A model to ellipsoid heights. This drawing represents grid values. The averaged combined scale factor of 1.000150630 may be used to scale from grid to surface. This Survey was prepared without the benefit of a Title Commitment or Report. Additional easements, encumbrances and/or other matters of record may affect this tract that are not shown hereon. The utility information shown hereon represents visible, above ground evidence only. The existence and/or location of underground utilities has not verified or designated. Additional utilities may affect this tract that are not depicted hereon. TOPOGRAPHIC SURVEY CITY OF DENTON WATER WORKS PARK PART OF LOT 1, BLOCK A C.H. COLLINS ATHLETIC COMPLEX CITY OF DENTON DENTON COUNTY, TEXAS JUNE 3, 2016 1517 Centre Place Drive, Suite 320 Denton, Texas 76205 940.383.4177 ph 940.383.8026 fx www.tnpinc.com T.B.P.L.S. Firm No. 10011601 SCALE: 1" = 40' 15116 SP0.1 SP0.3 Site Survey.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONSITE SURVEY------------------ MOPSINK EWH E E TRAN CO2 SW 676.36 +/-SKATE PARKPROJECT SIGN 20 X 40 SHADE STRUCTURE TEMPORARY SILT CONTROL FENCE BOLLARDS AND NETTING REFER TO SP4.1 FOR DETAILS BOLLARDS AND NETTING ALONG RETAIN WALL REFER SP4.1 FOR DETAILS WAVE POOL SITE PLAN1SCALE: 1" = 10' 15116 SP1.0 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONWAVE POOL SITE PLAN------------------POOL FLOOR SLOPES 20 H :1V ZERO DEPTH ENTRYSTATIC WATER LINEWAVE CAISSONSBLOWER ROOM ELEC CABANAS NEW WAVE POOL EQUIPMENT ROOM PROPOSED STAIRS NEW CONCESSION BUILDING TUBE STORAGE FOOD SERVICE CART LOCATION EXISTING MECHANICAL BUILDING TEMPORARY SILT FENCE REROUTED EASEMENT LOCATION RELOCATED FENCE MOPSIN KE WHE E TRAN CO2 SW 678.54 SW 678.50 T/G678.78 MATCH: NO STEP 679.06+/- SW 678.77SW 678.30 T/WALL 679.92 T/WALL 679.42 T/WALL 680.60 662 664 665 666 667 668 669 670 671 6 716 7 2 6 7 3 6746756766776 7 8 F.F. 675.50 EDGE/DECK 677.80 EDGE/DECK 677.80 EDGE/DECK 678.00 EDGE/DECK 678.33 T/DECK 678.15 POOL WALL SLOPES 2% BEGINNING HERE. 14" PER FT. BEGIN SLOPING WALL AT 1.20% T/COPING 680.34 T/COPING 679.77 T/COPING 679.65 CROSS SLOPE N.T.E. 2% EDGE/DECK 679.48 EDGE/DECK 679.48 S/W 671.30 S/W 679.77 F.F. 671.60 S/W 679.60S/W 679.60 S/W 679.65 S/W 679.60 S/W 679.48 ED G E O F D EC K O N 2.0% EDGE/DECK 679.10 EDGE/DECK 678.60 S/W 679.60 S/W 679.10 2% V A L L E Y O N -1 .0 0 % T/DECK 678.40 VALLEY HIGH POINT 678.60 S/W 678.30 S/W 678.43 STOOP 678.62 SW 676.36 +/- T/RET WALL 678.00T/WALL 681.60 T/CONC. 671.50 T/WALL 681.60 T/CONC. 674.99 +/- T/CONC. 671.89 T/CONC. 672.87 T/CONC. 672.87T/CONC. 671.89 T/CONC. 673.72 T/CONC. 673.72 T/CONC. 674.79 T/CONC. 674.79 6" CONC. DRIVE 18 X 18 C.I. GRATE CONCRETE STORM DRAIN T/G 677.50 INV. 676.00 8" CORR. P.E. PIPE ON 2.22%CONC. HDWL. FOR 8" CORR. P.E. PIPE INV. 670.00 INV. 8" 671.11 INV. 8" 672.22 INV. 8" 673.33 INV. 8" 674.44 INV. 8" 675.558" X 8" X 8" TEE INV. 674.73 8 X 8 X 8 TEE INV. 673.66 6" P.E. PIPE 18 X 18 C.I. GRATE CONCRETE STORM DRAIN T/G 677.50 INV. 676.00 8" P.E. PIPE DRAIN6" G 677.60 DECK 679.00 DECK678.68 DECK 678.80 DECK 679.15 668669670671672673674 675 676 677 DECK 679.60 DECK 679.60 SW 679.34 679DECK 678.90 EDGE/DECK 678.49 677 676 675 674 673 672 671671 6 75 6 74 6 7 3 6 7 2671 670 669 668 667 T/WALL 681.60 T/RET WALL 677.00 END T/RET WALL 676.00 T/CONC 676.88 T/CONC. 677.00 VALLEY 678.00 T/COPING 679.00 T/COPING 679.91SW 678.91678 E .J. E .J.E.J.A/C E.J .E.J.E.J.E.J.E.J.E.J.E.J.E.J. E.J.SKATE PARKPROJECT SIGN 8" P.E. PIPE STM 8" TEE INV 674.73 20 X 40 SHADE STRUCTURE TEMPORARY SILT CONTROL FENCE BOLLARDS AND NETTING REFER TO SP4.1 FOR DETAILS BOLLARDS AND NETTING ALONG RETAIN WALL REFER SP4.1 FOR DETAILS VARIES5'-1 1/2" TO 1'-0"8"8"KEYSTONE COMPAC - STRAIGHT SPLIT. SERIES II. 8"H X 18"W X 12"D CRUSHED STONE LEVELING PAD 1'-0" 6" THICK CONCRETE DRIVE UNIT CORE FILL. 3/4" CRUSHED STONE. FINISHED GRADE. MECHANICALLY COMPACTED FILL VARIES8'-8" TO 1'-0"8"8"KEYSTONE COMPAC - STRAIGHT SPLIT. SERIES II. 8"H X 18"W X 12"D CRUSHED STONE LEVELING PAD 1'-0" UNIT CORE FILL. 3/4" CRUSHED STONE. POOL STRUCTURE REFER TO SECTIONS ON SHEET SP4.0 VARIES 5'-0"8'-0" MIN GEOSYNTHETIC REINFORCEMENT (AMOCO 2044 OR EQUAL) POOL DECK.3'-812"CONCRETE POST FOOTING 16" Ø BOLLARD & NETTING REF. DETAIL 7/SP4.1 REQ'D WHERE H > 18" MECHANICALLY COMPACTED FILL MECHANICALLY COMPACTED FILL SP1.1 SITE GRADING PLAN1SCALE: 1" = 20' 15116 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/1/2016ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONSITE GRADING PLAN------------------RIM 678.60+ RIM 678.60+ + RIM 678.60 + RIM 678.60 + FLR 673.60 + FLR 673.60 + FLR 672.60 + FLR 672.60 + FLR 671.60 + FLR 671.60F.F. 671.60F.F. 671.60+ FLR 672.60 + FLR 673.60 STATIC W.S. EL. 677.60 680.60 T/WALL 680.60 T/COPING 680.60 T/WALL S.W. 671.00 S.W. 671.00 + T/COPING 678.80 + T/COPING 678.80 MATCH F.F. 678.70 T/WALL 680.24 + FLR 674.60 + FLR 675.60 + FLR 676.60+ FLR 673.60 + FLR 671.60 T/CAISSON 681.60 + FLR 673.60 S/W 671.30 S/W 671.30 MATCH ERECT SILT FENCE ERECT SILT FENCE KEYSTONE RETAINING WALL DETAILS2SCALE: 34" = 1'-0" SP1.1 DETAIL 2 SP1.1DETAIL 3KEYSTONE RETAINING WALL DETAILS3SCALE: 12" = 1'-0" REMOVE CURB WHERE CONFLICTING WITH NEW CONCRETE DECK RELOCATE U.G. ELEC.BY D.M.E.RELOCATE PARK BENCHES TO LOCATION DETERMINED BY CITY RELOCATE CONDUIT & 120VAC AND 480VAC CIRCUITS TO CLEAR BUILDING SITE RELOCATE CONDUITS & CIRCUITS TO CLEAR NEW STAIRS INSTALL SILT CONTROL FENCING REMOVE C/L FENCE AND CONC. RUNNER TO LIMITS SHOWN REMOVE POOL WALL FOR FUTURE STEPS INSTALL SILT CONTROL FENCING PER DETAILS ON EC-1. EROSION CONTROL FENCING MUST PRECEDE STRIPPING OF ANY TURF OR REMOVAL OF TREES FROM THE SITE. MAINTAIN UNTIL SUBSTANTIAL COMPLETION WHEN APPROVED BY THE ENGINEER FOR REMOVAL.SKATE PARKPROJECT SIGN 1" W.L.1" W.L.2" 2"GV 1" GV 2"WM PROVIDE 2" TAP ON RELOCATED 8" W.L.1" W.L. POST HYDRANT & H.B. POST HYDRANT & HOSE BIB1" W.L. 1" W.L.3"4"4"4"4" SANITARYSEWER DRAINBOLLARDS AND NETTING REFER TO SP4.1 FOR DETAILS BOLLARDS AND NETTING ALONG RETAIN WALLREFER SP4.1 FOR DETAILS DALTON GREGORY WAVE POOL & CONCESSION BUILDING CITY OF DENTON A 2014 BOND CAPITAL PROJECT O P E N I N G M A Y , 2 0 1 7 CHRIS WATTS, MAYOR KATHLEEN WAZNY JOEY HAWKINS SARAH BAGHERI KEELY BRIGGS KEVIN RODEN CITY COUNCIL EMERSON VOREL, DIR. PARKS & RECREATION CONTRACTOR NAME CONTRACTOR ADDRESS CONTRACTOR PHONE 8'-0"4'-0"3'-0"3 4" MDO SIGN BOARD PLYWOOD ON 4 X 4 WOLM. SYP POSTS. MIN. 3'-0" BURY ON POSTS. SITE PREPARATION PLAN1SCALE: 1" = 20' 15116 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/1/2016ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONSITE PREPARATION PLAN------------------CLEAR AND GRUB: REMOVE TREE AND STUMP REMOVE TREE AND STUMP REMOVE FENCING AND CONC. RUNNER IN SHADED AREA SP1.2 RELOCATE 8" WATER LINE WET CONNECTION TO CUT INTO EXISTING LINE WET CONNECTION TO CUT INTO EXISTING LINE REMOVE WATERLINE CONFLICTING WITH POOL SHELL; ELSE ABANDON IN PLACE PRESERVE AND PROTECT TREES NOT INDICATED ON THIS SHEET FOR REMOVAL. INCLUDING DEMOLITION REMOVE GATE/FENCE AS NECESSARY FOR ACCESS. OPTIONAL PROJECT ACCESS HERE. OPTIONAL ENTRY FOR PROJECT ACCESS. REMOVE FENCE & INSTALL TEMPORARY SECURITY GATE SITE PREPARATION NOTES: (1) SITE ACCESS IS THROUGH ONE OR BOTH ACCESS POINTS SHOWN HEREON. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE FENCING AND/OR GATES FOR TEMPORARY ACCESS AND RESTORE THESE AT COMPLETION OF THE WORK. OTHER ACCESS POINTS WILL NOT BE CONSIDERED. (2) CONTRACTOR WILL REPAIR CONCRETE DAMAGED DURING THE COURSE OF ACCESSING THE SITE. (3) CONTRACTOR MAY NOT TRACK MUD INTO THE PARKING LOT OR SERVICE ROADS. (4) CONTRACTOR SHALL DESIGNATE A CONCRETE WASH-OUT PIT TO BE LINED WITH POLYETHYLENE AND USED FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL REMOVE THE CONCRETE RESIDUE BEFORE FINAL COMPLETION. (5) DAMAGE TO THE LANDSCAPE, SKATEBOARD PARK, FENCING, EXISTING POOL FACILITIES AND BUILDINGS IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE RESTORED AT CONTRACTOR'S EXPENSE. (6) THE SKATEBOARD PARK WILL REMAIN IN USE DURING THE PROJECT AND CONTRACTOR SHALL PROTECT USERS AND PROPERTY. (7) AN INTERNAL CONSTRUCTION FENCE INSIDE THE PRESENT WATER PARK IS NOT NECESSARY UNLESS CONTRACTOR UNEXPECTEDLY FAILS TO COMPLETE THE WORK PRIOR TO THE SWIMMING SEASON. IF THE WORK EXTENDS PAST MAY 1, 2017, A TEMPORARY CONSTRUCTION FENCE 6'-0" HIGH (CHAINLINK) SHALL BE ERECTED TO SEPARATE THE EXISTING WATER PARK FROM THE NEW WORK. REQUIRED PROJECT SIGN2SCALE: 1" = 1'-0" REFER SP1.3 FOR NEW UTILITY LINES 4" SAN. SEWER 4" SAN. SEWER MOPSINK E WH E E TRAN C O2 SW 676.36 +/-SKATE PARKPROJECT SIGN 1" W.L.1" W.L.2" 2"GV 1" GV 2"WM PROVIDE 2" TAP ON RELOCATED 8" W.L.1" W.L. POST HYDRANT & H.B. POST HYDRANT & HOSE BIB 8" P.E. PIPE STM 8" TEE INV 674.73 GT 20 X 40 SHADE STRUCTURE TEMPORARY SILT CONTROL FENCE1" W.L. 1" W.L.3"4"4"4"4" SANITARYSEWER DRAINBOLLARDS AND NETTING REFER TO SP4.1 FOR DETAILS BOLLARDS AND NETTING ALONG RETAIN WALLREFER SP4.1 FOR DETAILS 2'-0"1" W.L. UTILITIES & DRAINAGE SITE PLAN1SCALE: 1" = 20' 15116 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONWAVE POOL SITE UTILITIES & DRAINAGE------------------SP1.3 FROST PROOF HYDRANT2SCALE: 1" = 1'-0" PROFLO PFXEM7502 FROST PROOF POST YARD HYDRANT WITH HOSEBIB. 2 FT. BURY; STANDS 28" TALL. 51.5" OVERALL LENGTH. 3 4" NPT INLET PAD-LOCKABLE LEVER 24" X 24" X 4" NON-REINF. CONC. PAD CENTERED ON HYDRANT 18X18 GRATE ON PREFAB CONC. DRAIN BOX. T/G 677.50 INV. OUT 676.00 18X18 GRATE ON PREFAB CONC. DRAIN BOX. T/G 677.50 INV. OUT 676.00F.F. 675.50 F.F. 678.70 INSTALL 8" P.E. PIPE STM SWR ON 2.22% GRADE CONC. HEADWALL FOR 8" P.E. PIPE INV. 670.00 CONNECT 4" WASTE INTO M.H. AT 674.00 INV. EXISTING M.H. INV. 663.38 EXISTING 6" SAN. SEWER EXISTING 6" C.O. 665.24 INV. EXTEND 4" SAN. SEWER SERVICE SDR 26 PVC EXISTING XFMR EXISTING MECH. ROOM DBL C.O. MOPSIN KE WH E ET RA NCO2 SW 678.54 SW 678.50 MATCH: NO STEP 679.06+/- SW 678.77 SW 678.30 T/WALL 679.92 T/WALL 679.42 POOL WALL SLOPES 2% BEGINNING HERE. 14" PER FT. W 679.60 ED G E O F D EC K O N 2.0%EDGE/DECK 679.10 EDGE/DECK 678.60 S/W 679.60 S/W 679.10 2% V A L L E Y O N -1 .0 0 % T/DECK 678.40 VALLEY HIGH POINT 678.60 S/W 678.30 S/W 678.43 STOOP 678.62 SW 676.36 +/- ONC. 674.99 +/- T/CONC. 674.79 18 X 18 C.I. GRATE CONCRETE STORM DRAIN T/G 677.50 INV. 676.008" CORR. P.E. PIPE ON 2.22% INV. 8" 672.22 INV. 8" 673.33 INV. 8" 674.44 INV. 8" 675.55 8" X 8" X 8" TEE INV. 674.73 8 X 8 X 8 TEE INV. 673.66 6" P.E. PIPE 18 X 18 C.I. GRATE CONCRETE STORM DRAIN T/G 677.50 INV. 676.00 8" P.E. PIPE DRAIN6" T WALL 677.00 END T/RET WALL 676.00 T/CONC 676.88 T/CONC. 677.00 VALLEY 678.0012'-0"E .J .E .J .E.J.A/C E .J .E.J.E. J .E.J.E.J.E.J. 8" P.E. PIPE STM 8" TEE INV 674.73 2 4'-0" COMP. WOOD SCREENING FENCE WAVE POOL DECK & WALK PLAN1SCALE: 18" = 1'-0" 15116 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONDECK & JOINTING PLAN------------------POOL FLOOR SLOPES 20 H :1V ZERO DEPTH ENTRYSTATIC WATER LINE SP1.4 RIM 678.60+ STATIC W.S. EL. 677.60 + T/COPING 678.80 + FLR 677.10 RIM 678.60+ + FLR 676.60 + FLR 676.10 + FLR 675.60 + FLR 675.10 + FLR 675.60 + FLR 676.10 + FLR 676.60 + FLR 677.10 + FLR 677.60 + FLR 675.10 + FLR 674.60 + FLR 674.60+ FLR 674.10 EDGE/DECK 677.80 EDGE/DECK 677.80 EDGE/DECK 678.00 EDGE/DECK 678.33 T/DECK 678.15 BEGIN SLOPING WALL AT 1.20% T/COPING 680.34 T/COPING 679.77 T/COPING 679.65 CROSS SLOPE N.T.E. 2% EDGE/DECK 679.48 T/DECK 678.40 G 677.60 DECK 679.00 DECK678.68 DECK 678.80 DECK 679.15 DECK 679.60 SW 679.34 DECK 678.90 EDGE/DECK 678.49 T/COPING 679.00 T/COPING 679.91SW 678.91 TIE NEW CHAINLINK FENCE TO EXISTING NEW FENCE AND CONC. MOWING STRIP 154'-6" CABANAS E.J.E.J.E.J.E .J. E.J. 41'-0"R10'-0"R1 0'-0 " 2 6'- 0 " R3'-0" R3'-0" 2 0 '-5 " 6 '-0 "5'-3"23'-0" E.J. E.J. 20 X 40 SHADE STRUCTURE BOLLARDS AND NETTING REFER TO SP4.1 FOR DETAILS WAVE POOL DECK & WALK PLAN1SCALE: 18" = 1'-0" 15116 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONDECK & JOINTING PLAN------------------POOL FLOOR SLOPES 20 H :1V ZERO DEPTH ENTRYSTATIC WATER LINE SP1.5 + RIM 678.60 STATIC W.S. EL. 677.60 + T/COPING 678.80 + RIM 678.60 + RIM 678.60 + RIM 678.60 + RIM 678.60 + FLR 678.10+ FLR 677.60+ FLR 677.10+ FLR 676.60 + FLR 676.10 + FLR 675.60 + FLR 675.10 + FLR 674.60 + FLR 674.10 + FLR 673.60 + FLR 673.60 + FLR 674.10 + FLR 674.60 + FLR 675.10 + FLR 675.60 + FLR 676.10 + FLR 676.60 + FLR 677.10 + FLR 677.60 + FLR 678.10 SW 678.30 T/WALL 679.92 T/WALL 679.42 T/WALL 680.60 POOL WALL SLOPES 2% BEGINNING HERE. 1 4" PER FT. BEGIN SLOPING WALL AT 1.20% EDGE/DECK 679.48 S/W 671.30 S/W 679.77 F.F. 671.60 S/W 679.60S/W 679.60 S/W 679.65 S/W 679.60 S/W 679.48 E DG E O F DE CK O N 2.0%EDGE/DECK 679.10 EDGE/DECK 678.60 S/W 679.60 S/W 679.10 2% SW 676.36 +/- T/RET WALL 678.00 T/WALL 681.60 T/CONC. 671.50 T/WALL 681.60 T/CONC. 674.99 +/- T/CONC. 671.89 T/CONC. 672.87 T/CONC. 672.87T/CONC. 671.89 T/CONC. 673.72 T/CONC. 673.72 T/CONC. 674.79 T/CONC. 674.79 6" CONC. DRIVE 8" CORR. P.E. PIPE ON 2.22% CONC. HDWL. FOR 8" CORR. P.E. PIPE INV. 670.00 INV. 8" 671.11 INV. 8" 672.22 INV. 8" 673.33 8 X 8 X 8 TEE INV. 673.66 6" P.E. PIPE DECK 679.60 T/WALL 681.60 T/RET WALL 677.00 END T/RET WALL 676.00 T/CONC 676.88 T/CONC. 677.00 VALLEY 678.00 CONSTRUCT 6" THICK CONCRETE DRIVE 12'-0"154'-6" 26'-0"15'-0"69'-0"6'-0"6'-0"E .J .A/C E .J .E.J.5'-3"E.J. E.J. E.J. E.J. E.J.E.J.E.J. E.J. 2 4'-0" COMP. WOOD SCREENING FENCE BOLLARDS AND NETTING ALONG RETAIN WALL REFER SP4.1 FOR DETAILS WAVE POOL DECK & WALK PLAN1SCALE: 18" = 1'-0" 15116 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONDECK & JOINTING PLAN------------------POOL FLOOR SLOPES 20 H :1V STATIC WATER LINE SP1.6 STAIR ELEVATION PLAN2SCALE: 38" = 1'-0" RIM 678.60 ++ 671.25+ 671.88+ 672.51+ 673.14+ 673.77+ 674.4013 @ 7.55"+ 674.44+ 675.07+ 675.70+ 676.33+ 676.96+ 677.59+ 678.22+ 678.85SEE DETAIL 2 SEE DETAIL 2 STATIC W.S. EL. 677.60 T/COPING 678.80 + + FLR 678.10 + FLR 677.60 + FLR 677.10 + FLR 676.60 + FLR 676.10 + FLR 675.60 + FLR 675.10 + FLR 674.60 STAIR/FENCE SIDE ELEVATION3SCALE: 14" = 1'-0" 6" CURB RUNNER ABOVE STAIRS 15116 SP1.7 SP1.8 Site Equipment Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONSITE EQUIPMENT PLAN------------------WAVE POOL SITE PLAN1SCALE: 1" = 10' EQUIPMENT SCHEDULE KEY MANUFACTURE R DEVICE MODEL NUMBER DESCRIPTION A LAWSON FLOOR RETURN MLD FW 02 ADJUSTABLE FLOOR INLET; 2" BRANCH FITTING; CAPACITY 70 GPM 100% OPEN WITH 2" FITTING. B NATARE CORPORATION GRATING COMFORT FLOW GPM GRATING CONTRACTOR TO FURNISH AND INSTALL ENVIRONMENTALLY STABILIZED MARINE GRADE POLYMER GRATING. 12" NOMINAL WIDTH, 3/4" THICK, PARALLEL SLOTS C NOT USED --- -- --- D NATIONAL POOL TILE GROUP DELINEATION LINE --4" WIDE BAND TO DELINEATE THE 3'-0" & 5'-0" WATER DEPTH LOCATIONS WHEN WATER IS AT REST. LINE TO EXTEND TO TOP OF WAVE POOL WALL. E LAWSON MAIN DRAIN FI-SG-1872 CAST IN PLACE SUMP WITH UV STABILIZED HIGH GRADE INJECTION MOLDED PVC. COMPLIANT & TESTED TO ASME 112.19.8.2007 AND VGB 2008 CERTIFIED. RATED FOR 3,276 GPM EA. (TWO REQUIRED) REFER TO W500 FOR DETAILS F KDI PARAGON PENTAIR CUP ANCHOR 70316SE STAINLESS STEEL CUP ANCHOR WITH TRIANGULAR EYE BOLT. EYE BOLT IS REMOVABLE & REPLACEABLE. INSTALL FLUSH WITH POOL WALL AT STATIC WATER LEVEL. G NATIONAL POOL TILE GROUP DECK TILE NO SERIES & AB SERIES NUMERICAL DEFINITION OF WATER DEPTH PER THE FORMAT FOLLOWING: "3 FT 6 IN" FOR WATER DEPTH AT TILE LOCATION. CONTRASTING TEXT ON SLIP RESISTANT TILE SET FLUSH IN DECK. SEE DETAIL ON W501 H NATIONAL POOL TILE GROUP DECK TILE MG SERIES 6"X6" SLIP RESISTANT TILE SET FLUSH IN DECK. INTERNATIONAL NO DIVING SYMBOL SEE DETAIL ON W501 J NATIONAL POOL TILE GROUP DECK TILE TMG SERIES 'NO DIVING' TEXT ON SINGULAR SLIP RESISTANT TILE SET FLUSH IN DECK. SEE DETAIL ON W501 K NATIONAL POOL TILE GROUP WATER LINE TILE DEPTH MARKER NO SERIES & AB SERIES NUMERICAL DEFINITION OF WATER DEPTH PER THE FORMAT FOLLOWING: "3 FT 6 IN" FOR WATER DEPTH AT TILE LOCATION. CONTRASTING TEXT ON SMOOTH TILE SET FLUSH WITH WATERLINE TILE. FROST PROOF TILE REQUIRED. L PENTAIR LIFELINE CUSTOM 5/8" DIA BRAIDED POLYETHYLENE ROPE BLUE/WHITE WITH CPB SWIVEL ROPE HOOKS AND POLYETHYLENE HANDI-LOCK FLOATS COLORS BLUE/WHITE (3"X5"). FLOATS SHALL BE 30" SPACING AND BE FASTENED IN PLACE. INSTALL WITH SLACK IN LINE TO ALLOW WAVE ACTION. M S.R. SMITH POOL LADDER 10108 1.90OD X 0.145" S.S. CROSS BRACED LADDER;35" DEEP; 20" C-C RAILS; 5-STEP; 316L WITH EP-100F S.S. ESCUTCHEON COVERS & AS-100B BRONZE WEDGE ANCHORS. N PENTAIR U.W. LIGHTS INTELLIBRITE 5G 60130X 5G WHITE LED POOL LIGHT - INTELLIBRITE - 500 WATT EQUIVALENT 12V INTELLIBRITE, 31 REQUIRED. O RESORT CABANAS POOL CABANA 12X12 12 FT X 12 FT PRE-ENGINEERED CABANA WITH 8'-0" UPRIGHT LEG CLEARANCE. SHADE STRUCTURES BY OWNER. P USA SHADE LARGE SHADE CANOPY 36X20 SINGLE FULL CANTILEVER SHADE CANOPY - 36 FEET WID, 20 FEET DEEP, 10 FEET HIGH. SHADE STRUCTURES BY OWNER. Q KAD-LED SITE LIGHTING ---KAD LED 60C 1000 50K R4 MVOLT : KAD LED, 60 LED, 1 AMP MVOLT DRIVER, 5000K, TYPE 4 OPTICS. R RECREONICS LIFEGUARD CHAIR 42-615 TAILWIND LG500 RECYCLED PLASTIC LIFEGUARD CHAIR, COLOR TO BE WHITE. S ECOFINISH POOL FINISH ---ECOFINISH AQUABRITE FOR ENTIRE WAVE POOL FLOOR AND WALLS. COLOR TO BE SELECTED BY OWNER. A A A A A A A A A A A A A A A A A A A A A A A A A B B B E E L L F F D J H G K J H G J H G J H G K K K K K K K K G H J G H J G H J G H J G H J N N N N N NNN N N N N N N N N N N N N N AA A A A A A A A A A A A A A A A A A A A A A A A A F F L L L L FF M M AA L L O O O O O O O O O O 120V TWO OUTLET FREE STANDING WEATHERPROOF POWER SOURCE TYP. ALL CABANAS M M Q Q Q Q Q 120V TWO OUTLET FREE STANDING WEATHERPROOF POWER SOURCE TYP. ALL CABANAS R R SSO SSO EMERGENCY SHUT OFF FOR WAVE POOL EQUIPMENT TYP. ALL LIFEGUARD STATIONS RESET SYSTEM BUTTON THIS STATION ONLY A A A A A A A A A A A A A A A A A A A A A A A A A F F J H G K J H G K J H G K J H G K J H GK K G H J N PAINTED RACING LANES OF CONTRASTING COLOR TO BE SELECTED BY OWNER P P MOPSIN KE WHE E TRAN CO2 SKATE PARKPROJECT SIGN TEMPORARY SILT CONTROL FENCE BOLLARDS AND NETTING REFER TO SP4.1 FOR DETAILS BOLLARDS AND NETTING ALONG RETAIN WALL REFER SP4.1 FOR DETAILS SITE SODDING AND IRRIGATION1SCALE: 1" = 20' 15116 SP1.0 Wave Pool Site Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/12/2016ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONLANDSCAPE AND IRRIGATION------------------SP1.8 ERECT SILT FENCE FURNISH AND INSTALL COMMON BERMUDAGRASS SOD OVER RAKED AND LOOSENED SOIL BASE. FERTILIZE AND WATER PER SPECS. INSTALL NEW 6'-0" CHAIN LINK FENCE TO MATCH EXISTING 2 2 12 2 12 34 3 4 EXTEND TO BED CAP 34 3 4 ADJUST TO NEW GRADES PLUG OR CAP KILL & RE-ROUTE 3 3 3 KILL & RE-ROUTE 3 RE-ROUTED MAIN 2 3 2 KILL; REMOVE HEADS 3 4 3 4 12 12 12 1 2 12 34 3 4 2 2 34 34 34 34 1-14 34 2 2 KILL; REMOVE HEADS KILL; REMOVE HEADS 3 2 12 3 2 IRRIGATOR TO DESIGN AND INSTALL NEW SYSTEM FOR THIS SIDE OF POOL IRRIGATOR TO DESIGN AND INSTALL SYSTEM FOR THIS ISLAND KILL; REMOVE HEADS KILL; REMOVE HEADS 2 2 IRRIGATOR TO DESIGN AND INSTALL NEW SYSTEM FOR THIS SIDE OF POOL IRRIGATOR TO DESIGN AND INSTALL SYSTEM FOR THIS LANDSCAPE ISLAND IRRIGATION NOTES: 1) THE SYSTEM SHOWN IS FROM THE ORIGINAL IRRIGATION PLANS FOR THE PROJECT AND MAY OR MAY NOT REFLECT AS BUILT CONDITIONS. THE ENGINEER HAS ATTEMPTED TO SHOW RELOCATIONS AND REMOVALS BASED ON THIS PLAN TO SHOW THE GENERAL SCOPE OF THE PLAN. THIS SHEET IS NOT INTENDED TO SHOW ALL WORK WHICH MAY BE NECESSARY TO IRRIGATE THE PARK. 2) THE INTENT IS TO REMOVE (OR ABANDON IN PLACE) ALL LINES UNDER DECKS, BUILDINGS, EMBANKMENTS, OR POOLS AND INITIATE OR MAINTAIN AUTOMATED IRRIGATION TO REMAINING GRASS AND BED AREAS. 3) THE IRRIGATOR SHALL DESIGN AND INSTALL NEW COVERAGE ZONES TO FULLY IRRIGATE THE GRASS AND BED AREAS. SUBMIT A PLAN TO SCALE TO THE ENGINEER FOR APPROVAL. 4) ALL NEW MATERIALS SHALL BE USED. HEADS, PIPE AND FITTINGS MAY NOT BE RE-USED IF REMOVED. 5) MAINTAIN OR EXTEND LOW VOLTAGE WIRING AS NEEDED TO OPERATE THE SYSTEM. 6) PIPE NOT IN THE WAY OF CONSTRUCTION MAY BE ABANDONED. 7) IRRIGATOR MAY CHOOSE FROM POP UPS, FIXED SHRUB HEADS, OR GEAR-DRIVEN ROTARY HEADS. PULSATING OR IMPACT DRIVEN HEADS ARE NOT TO BE USED. RAIN-BIRD, HUNTER, TORO OR AN APPROVED EQUAL. SUBMIT CUT SHEETS ON HEADS FOR APPROVAL OF THE ENGINEER. 8) PIPE AND FITTINGS SHALL BE SCHEDULE 40 PVC CONFORMING TO ASTM D-1781 FOR PRESSURE RATED I.P.S. PIPE. POLYETHYLENE PIPE SHALL NOT BE USED. RISER NIPPLES SHALL BE PVC AND NOT POLYETHYLENE. LARGE AREA 25'R OR GREATER GEAR DRIVEN HEADS SHALL BE ON SWING JOINTS. 9) ADJUST HEADS TO FINISHED GROUND ELEVATION BELOW MOWER HEIGHT. 10) DO NOT ALLOW HEADS TO SPRAY CONCRETE DECKS OR POOLS. 11) COORDINATE ZONES WITH OWNER'S TIMER EQUIPMENT AND INSTRUCT OWNER'S STAFF IN FINAL ZONE CONFIGURATION. WAVE POOL PLUMBING PLAN1SCALE: 1" = 10' 15116 SP2.0 SP2.0 Wave Pool Plumbing Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONWAVE POOL PLUMBING PLANREMARKSNO.DATE------------------THE BRANN O N CO R PORATIONEW S NWAVE POOL MECHANICAL ROOM 12" FILTERED RETURN12" GUTTER14" MAIN DRAIN12" GUTTER12" FR 12" FR 12" FR 12" FR 10" FR 10" FR 10" FR 10" FR 8" FR 8" FR 6" DROPOUT 6" DROPOUT 6" DROPOUT 6" DROPOUT10" SK12" SK10" SK10" SK2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR2" FR3" FR3" FR3" FR2" FR2" FR4" FR4" FR4" FR4" FR4" FR4" FR4" FR4" FR8" FR8" FR2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR8" FR8" FR8" FR2" FR 2" FR2" FR2" FR2" FR2" FR2" FR2" FR2" FR2" FR2" FR 2" FR 2" FR 2" FR 2" FR 2" FR2" FR 2" FR 2" FR 2" FR 2" FR2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 2" FR 12" MAIN DRAIN12" GUTTER12" GUTTER8"X12" RED. 12" FEATURED RETURN 12" BFV1 12" CHEMICAL LOOP 12" BFV12" BFV12" BFVFD FD 3" C.I. 3" C.I.1-1/2" VTR1-1/2" VTR3" C.I.12" BFV8" BFV 8" CV MECHANICAL ROOM PLAN1SCALE: 38" = 1'-0" 15116 SP3.0 SP3.0 Wave Pool Equipment Room.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONWAVE POOL EQUIPMENT ROOMREMARKSNO.DATE------------------MECHANICAL SCHEMATIC2SCALE: NOT TO SCALE 1 2 30"Hg/0-60PSI LIQUID FILLED WEKSLER 3.5" DIA. COMPOUND GAUGE. FURNISH WITH PRESSURE GAUGE COCK WIKA OR EQUAL 0-60PSI LIQUID FILLED WEKSLER 3.5" DIA GAUGE. FURNISH WITH WIKA OR EQUAL PRESSURE GAUGE COCK. 3 GF SIGNET 2551 MAGMETER FLOW SENSOR WITH FACE. INSTALL ON HORIZONTAL PIPE. 1" 12" BFV 1" BFV 1" BV 1" BV C H INCLUDED WITH PULSAR SYSTEM G 1" CV 1" 1"3/4"40 HP CIRC. PUMP 80 SQ.FT. HORIZONTAL SAND FILTER SURGE TANK BEACH ENTRY WAVE POOL 12" BFV 8" BFV 8" BACKWASH 12X6 ECC. RED. STRAINER 2 1 3 3 BACK WASH SUMP TO SANITARY SEWER TRAPPED & VENTED TUBING MUST BE INSTALLED IN UNGLUED 34" CONDUIT VENTURI WYE STRAINER CHEM. SYSTEM: RE-USE PULSAR, ACID PUMP AND MONITOR: RE-PIPE ALL WITH NEW PIPE, FITTINGS & VALVES CONTAINMENT 2" WATER SUPPLY S LEVEL CONTROLLER CITY WATER SUPPLY AIR GAP W.P. GFIC 12" MD 12" GUTTER FLOOR RETURNSTO PROMINENT CONTROLLER12" FR8" CV 12" GUTTER 80 SQ.FT. HORIZONTAL SAND FILTER EQUIPMENT SCHEDULE KEY MANUFACTURER DEVICE MODEL NUMBER DESCRIPTION A AURORA CIRCULATION PUMP ---FURNISH AND INSTALL ONE 6X6X11 324T STG ENDSUC 60 HP PUMP, RATED FOR 1,700 GPM AT 60 FT OF HEAD AT 1750RPM, 10.125" IMPELLER. 480V/3 PHASE. EPOXY PAINT VOLUTE. B MERMADE FRP ECCENTRIC REDUCING STRAINER 12X6 SWIMMING POOL STRAINER HOUSING, FIBERGLASS REINFORCED PLASTIC CONSTRUCTION, PRESSURE TESTED TO 50 PSI. FEATURES INCLUDE : ISOPHTHALIC FIBERGLASS RESIN, QUICK OPENING LATCHES, SEE THRU LID, 316 STAINLESS STEEL V-WIRE BASKET WITH 3/16 SQUARE HOLES AND 62% OPEN AREA. FURNISH WITH SPARE STRAINER BASKET. C NATIONAL LINE OR EQUAL HORIZONTAL SAND FILTER NFS-60-A -800 FURNISH AND INSTALL TWO 50 PSI RATED 60" HORIZONTAL SAND FILTER WITH 80 SQ.FT. FILTER AREA EACH; DESIGN FLOW RATE 2,900 GPM NOT TO EXCEED 3,200 GPM MAX. 8" FACE PIPING. FURNISH WITH MYSTIC WHITE II FILTER SAND BY U.S. SILICA; FURNISH GAGES ON INFLUENT AND EFFLUENT SIDE IN GAGE PANEL; INSTALL 34" MANUAL BALL VALVE ON TOP OF FILTER FOR MANUAL AIR RELEASE. FURNISH WITH SEMI AUTOMATED FACE PIPING/BACKWASH KIT (NFS-60-SFUP-0800-A). D ARCH WATERWORKS CHLORINATOR PULSAR 500 CHLORINATOR TREATS 50,000-600,000 GAL UNSTABILIZED, 100,000-1,600,000 GAL. STABILIZED. FURNISH WITH CHEMICAL BOOSTER PUMP, FLOW SWITCH, VENTURI FEED SYSTEM, AND CONTROL PANEL (115VAC/15A). 300 LB BRIQUETTE CAPACITY. FEEDS 25-500 LBS AVAILABLE CHLORINE PER DAY E PROMINENT WATER CHEM CONTROLLER DCM500 PLUMB SAMPLING LOOP COMPLETELY; INSTALL AND CALIBRATE PH AND ORP SENSORS; REPLACE ALL CHEMICAL TUBING; NO MORE THAN 5'-0" TUBING EXPOSED ON EACH END. INSTALL TUBING IN 3 4" UNGLUED PVC CONDUIT BRACKETED TO WALL WITH CLIC-X NYLON BRACKETS. PROVIDE SENSORS FOR TWO FLOW METERS. F PROMINENT pH CONTROL CONCEPT PLUS CONCEPT PLUS SERIES COVERS A CAPACITY RANGE OF 0.18 TO 3.93 GPH (0.7 TO 14.9 LPH) AT PRESSURES UP TO 232 PSI G PIG SPILL CONTAINMENT PAK987 HEAVY DUTY POLY SPILL CONTAINMENT PALLET, HOLDS ONE 55-GAL. STEEL OR POLY DRUMS WITH 61 GAL. SUMP CAPACITY. 800 LOAD CAPACITY. 40"WX40"LX12.5"H H NEPTUNE BENSON OR EQUAL ANTI-VORTEX PLATE AVPLATE12PVC CONTRACTOR TO FURNISH AND INSTALL PVC DISC ANTIVORTEX PLATE 4" ABOVE THE BALANCE TANK FLOOR. I AQUATICCONTROL WATER LEVEL CONTROLLER ELC-800R WATER LEVEL CONTROLLER, SURGE TANK SENSING PROBE FOR POOL LEVEL SENSING AND FILL CONTROL. 120V, 60Hz, NEMA 4X HOUSING. FILL ON/ DELAY. FURNISH AND INSTALL WITH 24VAC SOLENOID VALVE, MAX 30VA. CONNECT TO POTABLE WATER SUPPLY J ETS UV UV TREATMENT ECF-230-12V UV SWIM RATED FOR 2,046 GPM, 6kW, 480V, 3PH MEDIUM PRESSURE LAMPS WITH 12" FLANGE FITTINGS. INSTALL WITH CABINET UNIT. A B H C D D E F G 8" BACKWASH 3 8" BACKWASH MANIFOLD 8" BACKWASH MANIFOLD 8" 8"8" 12" FILTERED RETURN SINGLE COMPARTMENT S.S. BASIN SINK. DRAIN TO SANITARY SEWER. EMERGENCY WASH STATION: SHOWER WITH PULL LEVER HANDLE W/FLOOR DRAIN 8" BACKWASH TO EXISTING SURGE TANK IN WATER WORKS PUMP ROOM 12" FLOAT ACUATED VALVE J HANOVIA UVC UV CONTROL UNIT H.B. I FLOOR DRAINS: ZURN GR-FR05NI-C3N-PS-CC CAST IRON BODY, NICKEL STRAINER; 5" Ø X 3" NO HUB OUTLET; ADJUSTABLE STRAINER.1" WL1" WL2" WL 2" WL G.V.G.V. G.V. 2" WL WATTS 909QT 2" RPZ BACKFLOW PREVENTER ABOVE FLOOR. 2" MANUAL FILL LINE WITH 1-1/2" SOLENOID AUTO FILL 2" BV2" BV 2" BV 2" DIAPHRAGM S.V. 4 " C .I. S O IL P IP E 4" C.I. SOIL PIPESECURE TO WALL W/ UNISTRUT AND PIPE CLAMPS. 1'-0" 10'-8" 1'-0" 8'-0"8"8"23'-2"6'-0"31'-10"8"9'-4"8"1'-0"7'-0"1'-0"6'-0"1'-0"8"9'-4"8"7'-4"8"23'-4"23'-4"11'-2"11'-2"4'-1"4'-1"4'-1"23'-4"14'-6"23'-2"3'-1078"26'-0"71'-0" LOUVERED INTAKE WALL MOUNTED A/C UNIT 2'-6"1'-2"1'-2"1'-0"1'-8"1'-0"6" 15116 SP3.1 SP3.1 ADG Caisson Plan.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONADG CAISSON PLANREMARKSNO.DATE------------------HATCH REPRESENTS PERLITE FILLED 8X16X8 CMU REINFORCED WALL #4 @ 12" O.C.E.W. #3 STIRRUP 12" C-C WATER STOP ALONG FLOOR AND WALL BETWEEN CAISSON AND WAVE POOL WATER STOP WATER STOP #4 @ 12" O.C.E.W. DASHED LINE REPRESENTS LIMITS OF WATER STOP ZURN GR-FR05NI-C3N-PS-CC ADJ. 5" Ø X 3" C.I. FLOOR DRAIN W/ ADJ. STRAINER (TYPICAL) 3" C.I. SOIL PIPE 4" C.I. SOIL PIPE 4" 4" 3"3" 3" DWV VENT THROUGH DECK + 16" WITH RAIN CAP P-TRAP 3" CLR.2" CLR.2" CLR.2" CLR 10" 3" CLR.2" CLR. 24" MIN.8"2" CLR.HR6" MIN(2) #4 TOP BARS #4 BENT BARS 10" C-C 34" TOOLED CHAMFER (TYP.) PAINTED SURFACE #4 BARS 10" O.C.E.W. 10" 3'-4"H8"1'-0"3" CLR.R 1'-0" M IN.PAINTED SURFACE #4 BARS 10" O.C.E.W. #4 BARS 10" O.C.E.W. 3" CLR. 10" 3'-4" 2" CLR.8"1'-0"3" CLR.2" CLR. R 1'-4" M IN .(2) #4 TOP BARS #4 BARS 14" O.C.E.W. #4 BARS 10" O.C.E.W. #4 BARS 10" O.C.E.W.8"3'-1"1'-4" #3 STIRRUPS 12" C-C (3) #4 BOTTOM BARS (CONT.) 10" 2" CLR.1-1/2" CLR. 1'-0"2'-5"1'-10"H34" FORMED CHAMFER (CONT.) #4 BARS 12" O.C.E.W. #4 BARS 6" O.C.E.W.8"30" MIN. SECOND FLOORFIRST POUR #4 BARS 10" O.C.E.W. POOL CAISSON APRON CENTERBULB PVC OR SBR 9" X 3 8" NOM. WATER STOP. CONTINUOUS. EXTEND ALL CAISSON WALL HORIZ. #4 BARS 40" INTO POOL WALLS AND TIE TO REINF. 1'-4"6"3'-1"4" #4 BARS 10" C-C DECK: REFER TO CIVIL SHEETS #3 STIRRUPS 12" C-C 14'-0" (2) #4 TOP BARS CONT.8"(3) #4 BOTTOM BARS CONT. #4 BOTTOM BARS CONT.8"201 1'-4" MAX - 4" MINMIDWAY BETWEENDROPOUTS8"93 8"8" 1.5" GRATE LEDGE #4 BARS 10" O.C.E.W. 9"X3/8" CENTER BULB PVC OR SBR W.S. (CONT.)HE.J.34" CLOSED-CELL JOINT FILLER URETHANE SEALANT #4 BARS 10" O.C.E.W. 201 AQUABRITE ECOFINISH OVER CONCRETE4"1'-0"VARIES 1'-0" VARIES 1'-0" PLAN VIEW CAISSON APRON POOL 4"1'-0" AQUABRITE ON EXPOSED PARAPET BACK FORMED 20+/-1 WAVE SECTION STATIC WATER LEVEL POOL FLOOR GRADE BEAM AT 3' DEPTH. REF. DETAIL 4 PAINT 4" WIDE DELINEATION LINE OF CONTRASTING COLOR 11'-4"8'-10"75'-5"8'-0"TRANSITION VERTICAL WALL TO CURVED COVE IN SHOTCRETE WALL OVER 10'-0" 10 SP4.0 EJ7SP4.059'-91 2" 1'-0"9'-31 2"10"9'-31 4"10"9'-31 4"10"9'-31 4"10"9'-31 4"10"9'-31 4"1'-0"11'-4"2'-11"2" X 2" X 0.192 TYPE 304 S.S. LOCK CRIMP MESH WELDED TO L 2 X 2 X 1 4 FRAME CAISSON PARTITIONS 10" 212"2'-11"(18) 6" X 5 8" S.S. HILTI EXP. ANCHOR @16" CENTERS FULL FRAME PERIMETER GRATING SUPPLIED BY ADG. REFER TO ADG FOR SPECS. 1" X 14" WELD @ 12" TYPICAL OF 6 OPENINGS. EA. 9'-314" L. LESS 18" ALL SIDES FOR INSERTION INTO OPENING FOR BIDDING ONLY - SCREEN AND FRAME BY ADG. 15116 SP4.0 SP4.0 Wave Pool Sections.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONWAVE POOL SECTIONSREMARKSNO.DATE------------------SIDEWALL CONTAINMENT SECTION H = 0'-0" - 2'-0"1 SCALE: 1/2" = 1'-0" SIDEWALL CONTAINMENT SECTION H = 2'-1" - 4'-0"2 SCALE: 1/2" = 1'-0" SIDEWALL CONTAINMENT SECTION H = 4'-1" - 8'-10"3 SCALE: 1/2" = 1'-0" POOL FLOOR GRADE BEAM4SCALE: 1/2" = 1'-0" ZERO DEPTH TRENCH AND GRADE BEAM5 SCALE: 1/2" = 1'-0" WAVE POOL FLOOR JOINT6 7 SCALE: 1/2" = 1'-0" C.I.P RETAINING WALL8SCALE: 1/2" = 1'-0"WALL C.I.P. - SHOTCRETE JUNCTURE DETAIL PLAN VIEW WAVE POOL SECTION9SCALE: 1/8" = 1'-0" SP4.0 1 SP4.0 2 SP4.0 3 SP4.0 3 WAVE POOL SECTION10SCALE: 1/4" = 1'-0" CAISSON SCREEN11SCALE: 1-1 2" = 1'-0" 5 8" X 6" S.S. HILTI EXP. ANCHORS EA. FRAME 16" C-C EPOXY SET DEPTH MARKER TILES AT TOP OF WALL 3 4" URETHANE SEALED EXP. JT. ALL DECKS AGAINST POOL DET. 5/SP4.0 URETHANE SEALED EXP. JOINT CLOSED CELL FOAM POOL CAISSON SHOTCRETE WALLS/POURED FLOORS CAST IN PLACE FORMED CONCRETE POURED FLOOR @ CAISSON APRON SCALE: 1/2" = 1'-0" 4"2" COVER#3 BARS 12" O.C.E.W.4"2" COVER#3 BARS 12" O.C.E.W.2"1'-0"6" THE TOP OF SUBGRADE SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY (ASTM D 698) AT BETWEEN OPTIMUM MOISTURE CONTENT AND OPTIMUM MOISTURE +4%. THE SUBGRADE SHALL PASS A PROOF ROLLING TEST. 1/2" TOOLED RADIUS (TYP.)6"2" COVERREFER TO POOL SECTION 12" CHAMFER POOL DECK (2) CONTINUOUS #4 BARS ADDITIONAL #4 HAIR PIN @ 16" C-C VARIES1'-6"9"#3 STIRRUP 12" C-C 6 - #4 BARS SPACED EVENLY IN STIRRUP2"1/2" TOOLED RADIUS (TYP.)N.L.T. 44"6'-0"N.T.E. 4"6" REFER TO POOL SECTION VARIES12" CHAMFER ADDITIONAL #4 HAIR PIN @ 16" C-C CONTINUOUS #4 BARS POOL DECK 15116 SP4.1 SP4.1 Site Details.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONSITE DETAILSREMARKSNO.DATE------------------CONCRETE PAVING AND WALK NOTES: 1) DO NOT PLACE CONCRETE IN STANDING WATER OR ON SOFT SUBGRADES. 2) THICKNESSES SHOWN ARE ACTUAL MINIMUMS AND NOT NOMINAL FORMING MATERIAL THICKNESS. 3) DO NOT PLACE CONCRETE WHEN TEMPERATURES ARE 35 DEGREES AND FALLING OR EXPECTED BELOW FREEZING WITHIN 8 HOURS OF PLACEMENT WITHOUT PROVIDING HEATERS OR INSULATION BLANKETS.. 4) NYLON BAR CHAIRS ARE REQUIRED. BRICKS, BATTS, STAKES, OR SIMILAR MAKESHIFT SUPPORTS ARE NOT PERMITTED. INSTALL BAR CHAIRS NOT MORE THAN 36" C-C EACH WAY. 5) MAINTAIN COVER; BEND DOWN WIRE TIES. 6) BARS SHALL BE FREE OF MUD OR SCALE. CLEAN BARS IF NECESSARY PRIOR TO PLACING CONCRETE. 7) IF INCREASED WORKABILITY IS NECESSARY, INSTALL APPROVED WATER REDUCING AGENTS AND NOT WATER TO OBTAIN SLUMP. 8) SEE PAVING PLAN C401 FOR EXPANSION JOINT PLACEMENT, PAVEMENT THICKNESSES, AND COLORED CONCRETE APPLICATIONS. STANDARD SIDEWALK DETAIL1SCALE: 1" = 1'-0" SIDEWALK GRADE BEAM DETAIL2SCALE: 1" = 1'-0" POOL DECK SIDEWALK DETAIL4SCALE: 1" = 1'-0" HEAVY DUTY ROAD PAVING SECTION3SCALE: 1" = 1'-0" FENCE MOW STRIP DETAIL5SCALE: 1" = 1'-0" NOT USED6SCALE: NTS STEP AND HANDRAIL DETAILS10SCALE: NTS 6" Ø x 6'-0" PRESS. TREATED WOOD BOLLARDS; DOMED MATERIALS: ROPE: INCORD PROMANILA 1-1/4" DIAMETER NETTING: INCORD PSN#120 3-1/2" DIAGONAL U.V. INHIBITED INDUSTRIAL GRADE POLYAMIDE 5 MM CORD NETTING. MEETS REQUIREMENTS OF ASTM F-2375-09 TIES: BLACK O.3" WIDE U.V. STABILIZED NYLON SERATED LOCK WIRE TIES; CUT OFF ENDS BACK TO THE LOCK. SECURE ROPE TO POSTS WITH CONCEALED NAILS PLACE NETTING AWAY FROM DROP OFF NETTED GAURD RAIL DETAILS7SCALE: 1/2" = 1'-0" POOL COPING DETAIL8SCALE: 1 1/2" = 1'-0" CHAINLINK FENCE DETAILS9SCALE: NTS 15116 SP4.2 SP4.2 Erosion Control Details.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONEROSION CONTROL DETAILSREMARKSNO.DATE------------------EROSION CONTROL DETAIL (EC2) FS FD FD FS FD FD FS 11 8 10 14 20 6 7 12 /13 14 15 16 9 9 22 24 25 23 25 5 5 3 3 3 3 16 9 1 2 17 17 17 17 19 18 21 H-1 EXTERIOR WEATHERPROOF 120V OUTLET FOR FUTURE OUTDOOR FANS 31'-7" 51 2" 51 2" 1'-10"3'-4"2'-0"45'-10"31'-7" 51 2"512"9'-0" 8'-4"15'-81 2"3 1/2"14'-3"8'-0"512"6'-11"2'-0"3'-4" 17'-7"6'-9"9'-712"10'-0"10'-0"10'-0"VERIFY ROUGH OPENING WITH MANUFACTURER 13'-238"13'-238"13'-258"2'-778"2'-838"12'-7" 51 2" 18 GA. 304 S.S. BACKSPLASH FROM COUNTER TO HOOD SKIRT FRP OVER 1 2" GYP. BD 12" GYP. BD T, B & P FRP OVER 1 2" GYP.BD. FRP OVER 12" GYP. BD END FRP OVER GYP. 12" GYP. BD. T, B & P S.S. COUNTERTOP 16 GAUGE MIN. OVER 34" PLYWOOD EPOXY PAINTED CEILING; SEALED CONCRETE FLOOR REFER PAINTING SPECS. STUD PARTITION TO CEILING 23'-10"8'-0"8'-0" 4'-0" X 6'-0" H WALK GATE COMPOSITE WOOD FENCE AND POST SYSTEM 6'-0" H TREX-FENCING SEE SHEET A2.0 5" CONC. SLAB REINF. W/#4 BARS @ 12" C-C E.J. CONNECTS TO S.WALK FRZ. COND.COOL. COND. A/COND. CONDENSER & A.H.U. 3070 HM DOOR AND FRAME TRASH 6'-4"DISCONTINUESTONEVENEERHARDIE PLANK SIDING TO FLOOR IN ALCOVE 2 X 4 STUD WALL 84" TALL 34" PLYWOOD W/ HARDIE PLANK SIDING. 1 X 8 HARDIE BOARD CAP 1'-8"1'-138"5'-612"SLOPES AWAY FROM BUILDING 14" PER FT. CONCESSION STAND BUILDING & EQUIPMENT1SCALE: 38" = 1'-0"15116 A1.0 C1.0 Concession Stand Equipment Layout.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONCONCESSION STAND EQUIPMENT LAYOUTREMARKSNO.DATE------------------ STANDING SEAM METAL ROOF (GALVA LUME) HARDIE SHIP LAP PLANKING HARDIE TRIM HARDIE FASCIA 8 X 8 R.S. CEDAR MANUF. STONE RIDGE TRIM RAKE TRIM FOUNTAIN ALCOVE 5'-4" 12 5 12 5 HARDIE FASCIA 12'-8"2'-0" PAINTED GALVANIZED FIXED GABLE LOUVER WITH INSECT SCREEN SCREENED ENCLOSURE GALV-LUME STANDING SEAM ROOF 30# ROOFING FELT 3 4" G.P. RADIANT BARRIER T&G PLYWOOD DECK PRE- ENGINEERED TRUSS 10'-112"32"(2) 2 X 6 HEADER 2 X 6 SILL R-30 BATT INSUL. IN ATTIC 8'-612"1'-91 2" 2 X 12 BETWEEN STUDS TO SUPPORT TRELLIS GIRDERS. NOT CONTINUOUS. HARDIE TRIM AROUND SERVICE WINDOWS 35"1'-4" Copyright © 2016. Trex Fencing Post Profile: Cut View / Elevation View TREX SECLUSIONS Top Rail Interlocking Picket Post Cap AluminumBottom Rail Fence Bracket Bottom Rail Cover Concrete Fill1. INSTALLATION TO BE COMPLETED PER MANUFACTURER'S SPECIFICATION. 2. THIS DRAWING IS PROVIDED FOR PLANNING PURPOSES. REFER TO MANUFACTURER'S INSTALLATIONS FOR CONSTRUCTION DETAILS. 3. REFER TO MANUFACTURER'S WEBSITE FOR PRODUCT INFORMATION. 4. DRAWING NOT TO SCALE. 6'3'-0"1'-0" 8'-0" MAX. 7'-7" NORMAL 6'-0"SLOPE 1 8" PER FT.7'-0"CONCESSION STAND FRONT ELEVATION1SCALE: 1 4" = 1'-0" 15116 A2.0 C1.0 Concession Stand Equipment Layout.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 08/01/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONCONCESSION STAND ELEVATIONSREMARKSNO.DATE------------------CONCESSION STAND LEFT ELEVATION2SCALE: 1 4" = 1'-0" CONCESSION STAND RIGHT ELEVATION3SCALE: 1 4" = 1'-0" CONCESSION STAND WALL SECTIONS4SCALE: 34" = 1'-0" HARDIE FASCIA HARDIE PERFORATED SOFFIT. CONTINUOUS 1 X 4 HARDIE BOARD CROWN MOLD (PAINTED) MARLITE FRP BOARD OVER 1 2" DRYWALL. OMIT FRP IN CLOSET AND AROUND COOLER/ FREEZER. 2X 6 STUD FRAMING 3 4" CDX PLYWOOD FULL PERIMETER 1" INSULATION SHEATHING R-5 TYVEK COMMERCIAL BLDG. WRAP HARDIE HORIZ. SHIP LAP PLANKING MANUF. STONE VENEER 2 X 6 WOLM. SYP PLATE ANCHOR WITH 58" Ø X 8" EXP. BOLTS 24" C-C FULL PERIMETER 1 X 6 HARDIE BOARD COVE BASE (PAINTED) TYPICAL WALL SECTION TYPICAL SERVICE WINDOW SECTION TRELLIS SECTION (2) 2 X 10 CEDAR R.S. 2 X 4 R.S. CEDAR @ 16" C-C BOX BEAM OF 2 X 8 R.S. CEDAR 8 X 8 R.S. CEDAR COLUMN (4) R-19 BATT INSUL. R-19 BATT INSUL. R-19 BATT INSUL. MANUF. STONE VENEER PLASTIC LAMINATE OVER 34" CDX PLYWD. COUNTER TOP FULL WIDTH OF WINDOW. LAMINATE EDGES SHEET METAL FLASHING AND TRIM HARDIE SOFFITT SIMPSON STRONGTIE H33 CLIP EACH SIDE OF EACH GIRDER SIMPSON STRONGTIE APT OUTDOOR ACCENT T-STRAP EACH SIDE OF POST SIMPSON STRONGTIE ABAZ44 1" STAND OFF BASE. TRIM WITH WOOD. SIMPSON STRONGTIE H1 GIRDER TO HEADER CONNECTOR 12" GYP. BOARD (T, B & P) 3070 HM DOOR AND HM FRAME 6-FT. EQUIPMENT SCREENING FENCE5SCALE: 1 2" = 1'-0" E.W.C. ALCOVE6SCALE: 34" = 1'-0" KITCHEN EXTEND THE BRICK LEDGE 20" 1 X 6 HARDIE TRIM 8" HARDIE PLANK SHIP LAP 1 X 8 HARDIE CAP TWO E.W.C. ONE SPOUT AT 30" ONE SPOUT AT 38" PER T.D.L.R. REQMTS. PROVIDE BLOCKING BEHIND FOUNTAIN FOR SECURE MOUNTING WALKWAY FOR THE FIRST 5'-0" N.T.E. 2% AWAY FROM THE BUILDING AND 0% PARALLEL TO THE BUILDING SELF CLOSING HORIZ. SLIDING SERVICE WINDOW EXTR. DOOR/WINDOW DETAIL7 EXTR. SIDING DETAIL8 EXTR. SIDING OUTSIDE CORNER DETAIL9 10'-0"CAST IN PLACE CONC. SURGE PIT 8'-0" CHAINLINK FENCE AND GATES 9 GA. X 1-1/2" WOVEN MESH TOP AND BOTTOM RAILS. DBL 8'-0" GATE CHAINLINK FENCE HARDIE SIDING AND TRIM HARDIE FASCIA STANDING SEAM METAL ROOF PAINTED CMU WATERPROOF CMU BELOW GRADE T/SURGE TANK 8'-0"(2) 2 X 12 LINTEL 2 X 8 OPEN 12 5 12 5 15 COURSES @ 8" = 10'-0" 1-1/2" Ø GALV. HANDRAIL MOUNTED EACH SIDE OF NORTH STAIRS AND BUILDING SIDE OF SOUTH STAIRS. GALV. WALL MOUNTING BRACKETS N.T.E. 6'-0" C-C 35" ABOVE NOSING OF STAIR TREADS. 36'-0" 8"5'-8" 8" 8'-4" 8"25'-8"7'-0"7'-0"1'-0"1'-0" 7'-8"'12'-4"1'-0" 8"8"1'-0"INSTALL #5 VERTICAL BAR IN CONCRETE FILLED CELLS INSTALL #5 VERTICAL BAR IN CONCRETE FILLED CELLS (2) 2 X 12 LINTEL SITS ATOP MASONRY WALLS CONCRETE MASON WALL: TRUSS TYPE JOINT REINF. EVERY 3RD COURSE. WATERPROOFING WHERE EXPOSED TO EARTH. PAINT ABOVE. CAST IN PLACE CONCRETE SURGE PIT WATERPROOF SURGE PIT INTERIOR AQUA FIN 1KS T/WALL 8'-0" A.F.F. F.F. 671.60 T/WALL 681.60 T/WALL 681.60 T/WALL 677.60T/WALL 677.60 6'-0" CHAINLINK FENCE AND GATE T/WALL 681.60 T/WALL 681.60 4" THICK HOUSEKEEPING PAD UNDER FILERS 8'-8"3'-8"PAINTED CMU WALL 2 X 6 STUD FRAME @ 16" C-C 34" CDX PLYWD HARDIE PLANK SHIP LAP SIDING 34" CDX PLYWOOD 5 8" A.B. 32" C-CCONC. FILLED CHANNEL BLOCK W/ #5 BAR CONTINUOUS CAST IN PLACE CONC. WALL WATERPROOF INTERIOR WATERPROOF MASONRY BELOW GRADE #5 BARS IN GROUT FILLED CELLS FULL HEIGHT OF WALL 8 X 16 X 12 CMU PAINTED MASONRY SIKASWELL WATERSTOP CAULK GROUTED VOID 15116 A3.0 C1.0 Concession Stand Equipment Layout.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 08/01/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONMECHANCIAL ROOM DETAILSREMARKSNO.DATE------------------FLOOR PLAN-MECHANICAL BLDG.1 SCALE: 14" = 1'-0" SOUTH ELEVATION-MECHANICAL BLDG.2 SCALE: 14" = 1'-0" EAST ELEVATION-MECHANICAL BLDG.3 SCALE: 14" = 1'-0" WEST ELEVATION-MECHANICAL BLDG.4 SCALE: 14" = 1'-0" PAINTED CMU 8 X 16 SEE PLAN FOR THICKNESS OF WALL STANDING SEAM METAL ROOF OVER 3 4" G.P. RADIANT BARRIER PLYWOOD DECK HARDIE PLANK SHIP LAP SIDING AND TRIM (PAINT) PAINTED GALVANIZED FIXED GABLE LOUVERS WITH INSECT SCREEN STANDING SEAM ROOF 30# ROOFING FELT 3 4" G.P. RADIANT BARRIER PLYWD. PAINT INTERIOR W/ S-W LOXON XP MASONRY PAINT PAINT UP TO EARTH FILL LINE WITH AQUAFIN1KS PAINT EXPOSED EXTERIOR W/ S-W LOXON XP MASONRY PAINT PRE-ENGINEERED TRUSS WATERPROOF CMU BELOW GRADE WALL SECTION-MECHANICAL BLDG.5 SCALE: 34" = 1'-0" PLAN VIEW - MASONRY AT CONCRETE WALL JUNCTURE6 SCALE: 1-1/2" = 1'-0" 2'-6"#4 @ 12" O.C.E.W. TYP. WALL AND FLOOR 10'-4"10'-0"OPERATING WATER LEVEL 1'-0"1'-0"1'-6"2'-6"12'-4"10'-0"WATERSTOP AROUND PERIMETER OF SURGE TANK WATERSTOP AROUND PERIMETER OF SURGE TANK 25'-8"2'-0"1'-6"1'-3"9"12'-3"2'-0"1'-6"4'-0"2'-0"1'-6"1'-3"9"2'-0"1'-6" #4 @ 10" O.C.E.W. #4 @ 10" O.C.E.W. 25'-8"36'-0"1'-6"8'-11"5'-11"12'-7" 11'-1" DASHED LINE REPRESENTS 18" WIDE GRADE BEAM 1'-6"1'-6"1'-6"1'-6"SURGE TANK WALLS 1'-6"1'-6" 13'-0"7'-10"16'-0"12'-0" FILTER MAINTENANCE PAD 6'-2"4'-6"3'-0"2'-0"PUMP MAINTENANCE PAD FOUNDATION SECTION THROUGH SURGE TANK2SCALE: 12" = 1'-0" 15116 A4.0 A4.0 Mechanical Room Structural.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSREMARKSNO.DATEPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONMECHANICAL ROOM STRUCTURAL------------------FOUNDATION SECTION THROUGH FLOOR3SCALE: 12" = 1'-0" EQUIPMENT ROOM FOUNDATION PLAN1SCALE: 12" = 1'-0" 31'-11" 8'-4"21'-8"5'-1112"8" 29'-8"22'-2"45'-11"14'-5"10'-4"26'-1112"9'-4" 25'-9" 15'-9" 1'-4" 11'-67 8"1'-4" 1'-51 2" 2'-3"11'-6"10'-0"8'-1"15'-7"6'-4"10'-4" 3'-4"13'-0"2'-3" 15'-9"13'-6"1'-10"10"6'-4"1'-8" EXTEND BRICK LEDGE AND GRADE BEAM FOR WATER COOLERS 1'-10"412"1'-0"2'-6"112"51 2" 1'-8" VAPOR BARRIER 2'-0"412"1'-4"2'-0"412"1'-4" 6 MIL VAPOR BARRIER5"6"5"1'-0" WOLM. 2 X 6 FRAMING STRUCTURAL STYRENE INSULATION 6 MIL POLY V.B. #4 BARS12" C-CE.W. #4 BARS12" C-CE.W.2'-6"1'-4" VAPOR BARRIER 1'-0" #4 BARS12" C-CE.W.5"6"5"CONCRETE FOUNDATION PLAN1SCALE: 38" = 1'-0" 15116 A5.0 C2.0 Concession Structural & CMU.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONCONCESSION STRUCTURALREMARKSNO.DATE------------------LIMIT OF SELECT FILL1 C2.0 C2.0 C2.0 4 DROP SLAB FOR FREEZER DEPRESS F.S. RIM 3 4" DEPRESS F.S. RIM 12"DEPRESS F.S. RIM 1 2"C2.0C2.0 C2.05C2.05C2.06C2.06DEPRESS F.S. RIM 12" PERIMETER BEAM3SCALE: 1" = 1'-0" INTERIOR GRADE BEAM4SCALE: 1" = 1'-0" #3 STIRRUPS 16" C-C FULL PERIMETER (2) CONTINUOUS #4 BARS (2) CONTINUOUS #4 BARS#4 BARS 12" C-C E.W.C2.03INTERIOR GRADE BEAM5SCALE: 1" = 1'-0" (3) CONTINUOUS #4 BARS #4 BARS 12" C-C E.W. #3 STIRRUPS 16" C-C FULL PERIMETER INTERIOR GRADE BEAM6SCALE: 1" = 1'-0"AT FREEZER SLAB EXTERIOR GRADE BEAM7SCALE: 1" = 1'-0"AT WALK IN FREEZER SLAB WITH BRICK LEDGE #4 BARS 12" C-C E.W. (2) CONTINUOUS #4 BARS #3 STIRRUPS 16" C-C FULL PERIMETER (4) CONTINUOUS #4 BARS FS FD FD FS FD FD FS 6'-9"30'-9"2'-0"2'-0" 5 12 5 12 10'-0" A.F.F. PLATE DBL. 2 X 6 #2 SYP 2 X 4 #3 SYP CONTINUOUS WEB BRACING @ L/2 EACH MEMBER SHOWN 2 X 4 #3 SYP CONTINUOUS HORIZ. B.CHORD BRACING @ 3'-1" C-C 6'-9"30'-9"2'-0"2'-0" 5 12 5 12 2"X6" @ 16" C-C STUD WALL FIELD FRAME 10'-0" A.F.F. PLATE DBL. 2 X 6 #2 SYP 2 X 4 #3 SYP FIRE BLOCKING 48" C-C H8 SIMPSON STRONGTIE CONNECTOR EA. STUD H6 SIMPSON STRONGTIE CONNECTOR EA. STUD 15116 A6.0 C3.0 Concession Roofing & Truss Details.dwgDENTON, TEXAS 762082400 LONG ROADCONSTRUCTION AND PERMIT REVIEW DCJ/CTB 8/18/16ISSUE DATE: DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO. ISSUED FOR:tx engr firm reg. f-242WAVE POOL & CONCESSION BUILDINGCITY OF DENTONCONCESSION ROOFING & TRUSS DETAILSREMARKSNO.DATE------------------CONCESSION STAND TRUSS PLAN1SCALE: 38" = 1'-0" TRUSS T12SCALE: 14" = 1'-0" GABLE G13SCALE: 14" = 1'-0" NOTE: TRUSSES SHOWN ARE FOR DIMENSIONAL REFERENCE ONLY. TRUSS MANUFACTURER TO PROVIDE CONSTRUCTION DRAWINGS CERTIFIED BY TRUSS STRUCTURAL ENGINEER. FETYPE KBULK DRYSTORAGE/JANITOR105MOPSINKFOODSERVICE104FSWHCO2 COOLER/FREEZER103FSFSATTICACCESSHB350A350A400B400A400AEF-1400B1000R11000R1RTHP-1100ADIFFUSER & GRILLE SCHEDULEACFMCFMR1BCFMKITCHEN OUTSIDE AIR & BALANCE SCHEDULE6180508/12/20161511616137 Concession Mechanical.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: 1/4" = 1'-0"CONCESSIONS MECHANICAL PLANM1001M100CONCESSIONS MECHANICAL PLAN “”GENERAL MECHANICAL NOTESSCALE: NTSTYPICAL REGISTER CALLOUTSA100100R1M1002SCALE: NTSCEILING EXHAUST FAN DETAILM1003SCALE: NTSHORIZONTAL SUPPLY & RETURN DUCTSM1002PACKAGED HVAC UNIT DETAIL WITH 6180508/12/20161511616137 Concession Mechanical.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --M200MECHANICAL NOTES SCALE: NTSHANGER DETAILM3.02SCALE: NTSHANGER DETAILM3.01SCALE: NTSDUCT DETAILM3.03SCALE: NTSDUCT DETAILM3.04KITCHEN HOODS AND DUCT REQUIREMENTSPROVIDE A COMPLETE HOOD/DUCT SYSTEM AS FOLLOWS:MECHANICAL SPECS LIGHTING FIXTURE SCHEDULENOTE 1:NOTE 1NOTE 1LEGENDEXITELECTRICAL NOTESFETYPE KBULK DRYSTORAGE/JANITOR105MOPSINKFOODSERVICE104FSWHCO2 COOLER/FREEZER103FSFSATTICACCESSHBEXITSCALE: NTSUNOBSTRUCTED FORWARD REACHE1003ASCALE: NTSUNOBSTRUCTED FORWARD REACHE1003BSCALE: NTSUNOBSTRUCTED SIDE REACHE1003CSCALE: NTSUNOBSTRUCTED HIGH SIDE REACHE1003DSCALE: NTSOBSTRUCTED FORWARD REACHE1003ESCALE: NTSOBSTRUCTED HIGH SIDE REACHE1003E6180508/12/20161511616137 Concession Lighting.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: 1/4" = 1'-0"CONCESSIONS LIGHTING PLANE1001E100CONCESSIONS LIGHTING PLAN SCALE: NTSTYPICAL DEVICE LABELINGE1002SCALE: NTSE1003ADA DEVICE MOUNTING HEIGHTS FETYPE KBULK DRYSTORAGE/JANITOR105MOPSINKFOODSERVICE104FSWHCO2 COOLER/FREEZER103FSFSATTICACCESSHBSCALE: NTSUNOBSTRUCTED FORWARD REACHE2003ASCALE: NTSUNOBSTRUCTED FORWARD REACHE2003BSCALE: NTSUNOBSTRUCTED SIDE REACHE2003CSCALE: NTSUNOBSTRUCTED HIGH SIDE REACHE2003DSCALE: NTSOBSTRUCTED FORWARD REACHE2003ESCALE: NTSOBSTRUCTED HIGH SIDE REACHE2003ELEGENDEXITELECTRICAL NOTES6180508/12/20161511616137 Concession Power.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: 1/4" = 1'-0"CONCESSIONS POWER PLANE2001SCALE: NTSTYPICAL DEVICE LABELINGE2002SCALE: NTSTYPICAL PANEL LABELINGE2004E200CONCESSIONS POWER PLANSCALE: NTSE2003ADA DEVICE MOUNTING HEIGHTS LIGHTING FIXTURE SCHEDULENOTE 1:NOTE 1NOTE 1LEGENDEXITELECTRICAL NOTESEXITSCALE: NTSUNOBSTRUCTED FORWARD REACHE100A3ASCALE: NTSUNOBSTRUCTED FORWARD REACHE100A3BSCALE: NTSUNOBSTRUCTED SIDE REACHE100A3CSCALE: NTSUNOBSTRUCTED HIGH SIDE REACHE100A3DSCALE: NTSOBSTRUCTED FORWARD REACHE100A3ESCALE: NTSOBSTRUCTED HIGH SIDE REACHE100A3EEXITEXIT6180508/12/20161511616137 Equipment Room Lighting.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: 1/4" = 1'-0"EQUIPMENT ROOM LIGHTING PLANE100A1E100AEQUIOMENT ROOM LIGHTING PLAN SCALE: NTSTYPICAL DEVICE LABELINGE100A2SCALE: NTSE100A3ADA DEVICE MOUNTING HEIGHTS SCALE: NTSUNOBSTRUCTED FORWARD REACHE2003ASCALE: NTSUNOBSTRUCTED FORWARD REACHE2003BSCALE: NTSUNOBSTRUCTED SIDE REACHE2003CSCALE: NTSUNOBSTRUCTED HIGH SIDE REACHE2003DSCALE: NTSOBSTRUCTED FORWARD REACHE2003ESCALE: NTSOBSTRUCTED HIGH SIDE REACHE2003ELEGENDEXITELECTRICAL NOTESEQUIPMENT SCHEDULE EXHAUST FAN ,INTAKE LOUVER, AND IN WALL UNIT 6180508/12/20161511616137 Equipment Room Power.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: NTSTYPICAL DEVICE LABELINGE200A2SCALE: NTSTYPICAL PANEL LABELINGE200A4E200AEQUIPMENT ROOM POWER PLANSCALE: NTSE200A3ADA DEVICE MOUNTING HEIGHTSE200A1EQUIPMENT ROOM POWER PLANSCALE: 1/4" = 1'-0"SCALE: NTSPUMP MOTOR CONNECTION DETAIL E200A5 WIRE SCHEDULE6180508/12/20161511616137 Concession Power.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: NTSRISER DIAGRAME3001E300PANEL SCHEDULES AND RISER DIAGRAM 6180508/12/20161511616137 Concession Power.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --ELECTRICAL SPECSE400ELECTRICAL NOTES FETYPE KBULK DRYSTORAGE/JANITOR105MOPSINKFOODSERVICE104FSWHCO2 COOLER/FREEZER103FSFSATTICACCESS1181014206712 /1314151699222425232555333344441691217171717191821H-1HB2627SAMPLEWELL IF REQ.BY AHJDBLGCODBLGCOGREASE TRAP (TYLERPRODUCTS OR EQUAL)CALCULATIONS REQUIRE AMINIMUM 750 GALLONVERIFY REQUIREMENTSWITH AHJPLUMBING SYMBOL LEGENDPIPING INDICATIONSPIPING IDENTIFICATIONVALVE IDENTIFICATIONEQUIPMENT IDENTIFICATION6180508/12/20161511616137 Concession Plumbing.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: 1/4" = 1'-0"SANITARY SEWER PLANP1001P100CONCESSIONS SANITARY SEWER PLANSCALE: NTSCONCESSION EQUIPMENT LISTP1002 FETYPE KBULK DRYSTORAGE/JANITOR105MOPSINKFOODSERVICE104FSWHCO2 COOLER/FREEZER103FSFSATTICACCESS1181014206712 /1314151699222425232555333344441691217171717191821H-1HB2627PLUMBING SYMBOL LEGENDPIPING INDICATIONSPIPING IDENTIFICATIONVALVE IDENTIFICATIONEQUIPMENT IDENTIFICATION6180508/12/20161511616137 Concession Plumbing.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --SCALE: 1/4" = 1'-0"DOMESTIC WATER PLANP2001P200CONCESSIONS DOMESTIC WATER PLANGENERAL NOTESSCALE: NTSCONCESSION EQUIPMENT LISTP2002 6180508/12/20161511616137 Concession Plumbing.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. BRANNON CORP.WWW.BRANNONCORP.COM(903) 597-2122SHEET NO.ISSUED FOR:Brannon Corpaquatic consultants tx engr firm reg. f-242CITY OF DENTON DENTON WAVE POOL REMARKSNO.DATE -- -- -- -- -- -- -- -- --P300PLUMBING DETAILS SCALE: NTSGENERIC END OF LINE CLEAN OUTP3003SCALE: NTSGENERIC TRAP PRIMER DETAILP3001SCALE: NTSMAIN WATER VALVEP3002SCALE: NTSTOTAL LOAD VALUEP3.07SCALE: NTSELECTRIC WATER HEATER DETAILP3004DOUBLE CLEAN-OUT DETAILSCALE: NTSP3005P30063 - BAY POT SINKSCALE: NTS 6180508/12/20161511616137 Concession Plumbing.dwg DENTON, TEXAS 76208 2400 LONG ROADSETBIDDINGPLAN MEP08/15/16ISSUE DATE:DESIGNED BY:REVISIONSPROJECT NO.1321 SOUTH BROADWAYTYLER, TEXAS 75702 THE C.T. 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