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HomeMy WebLinkAbout8507 Full Plan Set Sheets COVER PAGECONSTRUCTION PLANSC0.00 SPEC22100 Contact: Ron Stewart, RLA BRIERCLIFF PARKPROJECT SITE The John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440 The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. SPEC22100 C0.01 BRIERCLIFF PARKL E G E N D (S T A N D A R D) GENERAL NOTESThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) SPEC22100 C1.00 BRIERCLIFF PARK EXISTING CONDITIONS ANDDEMOLITION PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) VANNO PARKING NO PARKING SPEC22100 C2.00 BRIERCLIFF PARK SITE PLANL E G E N D Know what's below.Callbefore you dig. Site Data Table Existing Zoning:Public Facilities (PF) Proposed Use:Public Facilities Lot Area (Acres/Sq. Ft.)9.065 AC/394,782 SF Development Impact Area 394,858 Total DBH of trees saved 692 Building Area (Gross) (Footprint)481 SF Builing Coverage Percentage > 0.1% Building Height (Stories)1 Total Building SF (Gross)481 SF Max Building Height (Ft.)11' 9" Provided Parking Surface Parking (with ADA Spaces)49 ADA Spaces in Surface Parking 3 Bicycle Spaces 7 Total ADA Spaces 3 Total Parking Spaces Provided 46 Landscape Area (calculated from DIA) Open Space 119,307.27 /51% Landscape area 66,173/ 28% Tree Canopy 101,426/ 43% Impervious Area Building Footprint 481 SF Skate Spot Footprint 4,107 SF Splash Pad Footprint 6,697 SF Area of Sidewalk, Pavement, Playground 37,809.44 SF Total Impervious Area 49,094.44 SF (21%) Required Parking (Existing and Proposed) Surface Parking (with ADA Spaces)50 ADA Spaces in Surface Parking 3 Bicycle Spaces 2 Total ADA Spaces 3 Total Parking Spaces Required 50 The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440PROJECT SITE NOTICE: BRIERCLIFF PARK - DESIGN/BUILDSUBCONTRACTORS SCOPE OF WORK. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) VANNO PARKING NO PARKING SPEC22100 C2.01 BRIERCLIFF PARK ACCESSIBLE PATHThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L E G E N D Know what's below.Callbefore you dig. PROJECT SITE NOTICE: BRIERCLIFF PARK - DESIGN/BUILDSUBCONTRACTORS SCOPE OF WORK. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) VANNO PARKING NO PARKING SPEC22100 C2.02 BRIERCLIFF PARK OVERALL PAVING PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L E G E N D Know what's below.Callbefore you dig.· · · · Expansion Joint For Perimeter Sidewalk PROJECT SITE VANNO PAR K I N G NO PAR K I N G VANNO PAR K I N G NO PAR K I N GSTATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 DIMENSIONING, PAVINGMARKING AND STRIPING PLANBRIERCLIFF PARKSPEC22100 C2.03 Know what'sbelow.Callbefore you dig. NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) BRIGHTON DRIVE (50' R.O.W.) A B C OS1 OS2 OS3 REFER TO AS-BUILTS FOR DRAINAGE AREA SPEC22100 C3.00 BRIERCLIFF PARK EXISTING DRAINAGE AREAMAPThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. C3.01 FOR REFE R E N C E ONLY STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING A B C OS1 OS2 OS3 REFER TO AS-BUILTS FOR DRAINAGE AREA SPEC22100 C3.02 BRIERCLIFF PARK PROPOSED DRAINAGEAREA MAPThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING SPEC22100 C3.03 BRIERCLIFF PARK OVERALL GRADING PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) VANNO PARK I N G NO PARKI N GMATCHLINE SHEET C3.02MATCHLINE SHEET C3.01SPEC22100 C3.04 BRIERCLIFF PARK PARKING LOT ANDSPLASHPAD GRADING PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK. VANNO PAR K I N G NO PAR K I N G SPEC22100 C3.05 BRIERCLIFF PARK DETAILED GRADING PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. L E G E N D NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK. MATCHLINE SHEET C3.02MATCHLINE SHEET C3.01SPEC22100 C3.06 BRIERCLIFF PARK SKATE SPOT GRADINGPLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKI N G NO PARKIN G SPEC22100 C4.00 BRIERCLIFF PARK OVERALL SEWER PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440” Know what's below.Callbefore you dig. SANITARY SEWER SS-1 SPEC22100 C4.01 BRIERCLIFF PARK SEWER PROFILEThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440” Know what's below.Callbefore you dig. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKI N G NO PARKIN G SPEC22100 C4.02 BRIERCLIFF PARK OVERALL WATER PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440SEE DETAIL "A" DETAIL "A" SCALE: 1"=10' ” Know what's below.Callbefore you dig. SANITARY SEWER SS-1 WATER W-1 SPEC22100 C4.03 BRIERCLIFF PARK WATER PROFILEThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440” Know what's below.Callbefore you dig. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) VANNO PARKIN G NO PARKING SPEC22100 C4.04 BRIERCLIFF PARK SITE ELECTRICALThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440DME FILLABLE LOAD SHEET SHALL BE COMPLETED DURING BUILDING PLANS PERMITTING. Know what's below.Callbefore you dig. SEE SHEET L4.10 FOR ELECTRICAL SCHEDULE AND DETAILS. SEE SHEET L4.15 ELECTRIC PLAN FOR LIGHT FIXTURE SCHEDULEAND DETAILS. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKIN G SF1 SF2 F2 F1 F3 SPEC22100 C4.05 BRIERCLIFF PARK OVERALL STORM PLANEXISTING YARD INLET A EXISTINGYARD INLET B EXISTING CULVERT STORM PLAN The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. REFER TO C4.07 FOR FLUME CALCULATIONS FOR AREAS F1, F2, F3, SF1 AND SF2 VANNO PAR K I N G SPEC22100 C4.06 BRIERCLIFF PARK STORM PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. NO PAR K I N G SPEC22100 C4.07 BRIERCLIFF PARK FLUME CALCSSIDEWALK SPANNING FLUME SCALE: 1"=20' REF: C6.06 - D101 FLUME SCALE: 1"=10' REF: C4.07 - 1 The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. STEEL PLATE FLUME SCALE: 1"=10' REF: C4.07 - 2 SPEC22100 C4.08 BRIERCLIFF PARK FLUME CALCSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. SPEC22100 C4.09 BRIERCLIFF PARK YARD INLET CALCSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440SD-6A HGL DOWNSTREAM 611.04 HGL UPDSTREAM 611.02 *DOES NOT OVERTOP INLET HGL=608.69HGL=608.93HGL=610.12HGL=610.44HGL=610.49HGL=610.10HGL=611.02HGL=611.09HGL=611.12Q100=11.2 cfs Q100=21.8 cfs Know what's below.Callbefore you dig. SPEC22100 C4.10 BRIERCLIFF PARK CULVERT CALCSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440**PER THE EXISTING AS-BUILTS, THE EXISTING FLOW THAT WAS USED WAS 156.1 CFS. THIS FLOW WAS USED AS THE CAPACITY FOR OUR MODEL. THE PROPOSED FLOWS AND HGLS ARE LESS THAN AS-BUILTS FLOW. PLAN VIEW SCALE: 1"=20' **THE EXISTING FLOW OF 139.22 CFS PER THE EXISTING DRAINAGE AREA MAP IS LESS THAN AS-BUILTS FLOW. **THE PROPOSED FLOW OF 140.54 CFS PER THE PROPOSED DRAINAGE AREA MAP IS LESS THAN AS-BUILTS FLOW. Know what's below.Callbefore you dig. C4.11 FOR REFE R E N C E ONLY C4.12 FOR REFE R E N C E ONLY UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKIN G SPEC22100 C5.00 BRIERCLIFF PARK EROSION CONTROL PLANThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. SPEC22100 C6.00 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.01 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.02 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.03 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.04 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.05 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.06 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.07 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.08 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.09 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.10 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.11 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.12 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.13 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440DETAIL - GRADE BEAM W/ STONE SEATING (N.T.S.) DETAIL - GRADE BEAM W/O STONE SEATING (N.T.S.) SPEC22100 C6.14 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SPEC22100 C6.15 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440NOTE: FLATWORK ABUTMENT TYPICAL ALL FOUR SIDES. SPEC22100 C6.16 BRIERCLIFF PARK STANDARD CONSTRUCTIONDETAILSThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) VANNO PARKIN G NO PARKIN G OVERALL TREE MITIGATIONAND PRESERVATION PLANBRIERCLIFF PARKSPEC22100 L1.00 .HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what'sbelow.Callbefore you dig. Tree Survey and Assessment: a. JAMES STOWELL a. RON A. STEWART b. RPLS b. RLA c. RPLS #6513 c. RLA #791 d. Field work performed during the month d. N/A of June 2022. e. 940. 634. 7792 e. 214. 213. 4054 I, RON A. STEWART, being a qualified LANDSCAPE ARCHITECT as defined in the Denton Development Code, attest that the identification and dbh of trees identified on the survey are correct and that all trees have been shown, to the best of my knowledge. Signature RON STEWART Date 06/11/2024 NOTE: TREE 320, 322, 380, 520, 522, 529, 1630, 1632, 1642, 1643, 1645, 1646, 1647, 1649, 1650, 1651, 1652, 1653, 1668, 1669, 1671, 1672, 1673, 1674, 1684, TO BE PRESERVED. PROVIDE TREE TRUNK BARK PROTECTION. TREE MITIGATION ANDPRESERVATION PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L1.01The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Tree Inventory TreeNumber Common Name of Tree Avg. CanopySpread (sqft)Landmark TreeCircumference (Inch) Diameter (dbh) Part of 3+ TreeCluster***: Yes/blank Status:Healthy or Dead /Diseased Notes:Classification* Action:Preserve/Remove SiteLocation** xxxx Example: Texas Ash xx xx xx Healthy Tree compromised byEmerald Ash Borer Quality Remove DIA Tree Inventory TreeNumber Common Name of Tree Avg. CanopySpread (sqft)Landmark TreeCircumference (Inch) Diameter (dbh) Part of 3+ TreeCluster***: Yes/blank Status:Healthy or Dead /Diseased Notes:Classification* Action:Preserve/Remove SiteLocation** xxxx Example: Texas Ash xx xx xx Healthy Tree compromised byEmerald Ash Borer Quality Remove DIA Yes Dead/Diseased Heritage Remove CE Healthy Landmark Preserve PH Secondary OFF 312 Live Oak 95.03 5.50 Healthy Non-protected Preserve DIA 313 Bald Cypress 78.53 5.00 Healthy Non-protected Preserve DIA 314 Red Oak 63.61 4.50 Healthy Non-protected Preserve OFF 315 Chinquapin Oak 63.61 4.50 Healthy Non-protected Preserve OFF 316 Chinquapin Oak 50.26 4.00 Healthy Non-protected Preserve OFF 317 Chinese Pistache 50.26 4.00 Healthy Non-protected Preserve OFF 318 Chinese Pistache 50.26 4.00 Healthy Non-protected Preserve OFF 320 Bur Oak 63.61 4.50 Healthy Non-protected Preserve DIA 321 Red Oak 19.63 2.50 Healthy Non-protected Preserve DIA 322 Bur Oak 78.53 5.00 Healthy Non-protected Preserve DIA 355 Red Oak 19.63 2.50 Healthy Non-protected Preserve OFF 356 Red Oak 28.27 3.00 Healthy Non-protected Preserve OFF 357 Chinquapin Oak 38.48 3.50 Healthy Non-protected Preserve OFF 358 Chinquapin Oak 19.63 2.50 Healthy Non-protected Preserve OFF 359 Cedar Elm 38.48 3.50 Healthy Non-protected Preserve OFF 360 Red Oak 50.26 4.00 Healthy Non-protected Preserve OFF 362 Live Oak 50.26 4.00 Healthy Non-protected Preserve OFF 363 Cedar Elm 19.63 2.50 Healthy Non-protected Preserve OFF 366 Live Oak 95.03 5.50 Healthy Non-protected Preserve OFF 367 Bald Cypress 50.26 4.00 Healthy Non-protected Preserve OFF 372 Red Oak 78.53 5.00 Healthy Non-protected Preserve OFF 374 Red Oak 63.61 4.50 Healthy Non-protected Preserve OFF 375 Red Oak 63.61 4.50 Healthy Non-protected Preserve OFF 376 Southern Magnolia 19.63 2.50 Healthy Non-protected Preserve OFF 377 Southern Magnolia 19.63 2.50 Healthy Non-protected Preserve OFF 378 Southern Magnolia 19.63 2.50 Healthy Non-protected Preserve OFF 379 Cedar Elm 63.61 4.50 Healthy Non-protected Preserve OFF 380 Cedar Elm 63.61 4.50 Healthy Non-protected Preserve DIA 381 Cedar Elm 28.27 3.00 Healthy Non-protected Preserve OFF 382 Live Oak 95.03 5.50 Healthy Non-protected Preserve OFF 383 Live Oak 78.53 5.00 Healthy Non-protected Preserve DIA 384 Bald Cypress 50.26 4.00 Healthy Non-protected Preserve DIA 385 Bald Cypress 63.61 4.50 Healthy Non-protected Preserve OFF 386 Red Oak 78.53 5.00 Healthy Non-protected Preserve OFF 387 Chinquapin Oak 50.26 4.00 Healthy Non-protected Preserve OFF 388 Chinese Pistache 113.09 6.00 Healthy Quality Preserve OFF 389 Red Oak 50.26 4.00 Healthy Non-protected Preserve DIA 390 Bur Oak 95.03 5.50 Healthy Non-protected Preserve DIA 391 Crape Myrtle 113.09 6.00 Healthy Non-protected Preserve DIA 392 Crape Myrtle 113.09 6.00 Healthy Non-protected Preserve DIA 393 Crape Myrtle 78.53 5.00 Healthy Non-protected Preserve DIA 410 Bald Cypress 28.27 3.00 Dead/Diseased Non-protected Remove OFF 413 Cedar Elm 78.53 5.00 Healthy Non-protected Preserve DIA 424 Southern Magnolia 78.53 5.00 Healthy Non-protected Preserve OFF 425 Chinquapin Oak 50.26 4.00 Healthy Non-protected Preserve OFF 426 Chinese Pistache 50.26 4.00 Healthy Non-protected Preserve OFF 427 Chinese Pistache 28.27 3.00 Healthy Non-protected Preserve DIA 428 Chinese Pistache 28.27 3.00 Healthy Non-protected Remove DIA 429 Cedar Elm 28.27 3.00 Healthy Non-protected Remove DIA 430 Chinquapin Oak 19.63 2.50 Healthy Non-protected Remove DIA 431 Cedar Elm 19.63 2.50 Healthy Non-protected Remove DIA 432 Cedar Elm 19.63 2.50 Healthy Non-protected Preserve DIA 433 Southern Magnolia 19.63 2.50 Healthy Non-protected Preserve DIA 434 Cedar Elm 78.53 5.00 Healthy Non-protected Preserve DIA 435 Cedar Elm 63.61 4.50 Healthy Non-protected Preserve DIA 436 Chinese Pistache 28.27 3.00 Healthy Non-protected Preserve DIA 437 Red Oak 19.63 2.50 Healthy Non-protected Preserve OFF 438 Red Oak 12.56 2.00 Healthy Non-protected Preserve OFF 453 Live Oak 38.48 3.50 Healthy Non-protected Preserve OFF 454 Live Oak 50.26 4.00 Healthy Non-protected Preserve OFF 458 Chinquapin Oak 38.48 3.50 Healthy Non-protected Preserve DIA 459 Chinquapin Oak 50.26 4.00 Healthy Non-protected Preserve DIA 460 Bur Oak 50.26 4.00 Healthy Non-protected Preserve DIA 471 Red Oak 63.61 4.50 Healthy Non-protected Preserve DIA 473 Bur Oak 50.26 4.00 Healthy Non-protected Preserve DIA 474 Chinese Pistache 63.61 4.50 Healthy Non-protected Preserve DIA 516 Bald Cypress 530.92 13.00 Healthy Quality Preserve DIA 520 Bald Cypress 1075.21 18.50 Healthy Heritage Preserve DIA 522 Bald Cypress 804.24 16.00 Healthy Quality Preserve DIA 529 Chinese Pistache 3216.99 32.00 Healthy Heritage Preserve OFF 595 Post Oak 380.13 11.00 Yes Healthy Heritage Preserve DIA 596 Post Oak 1134.11 19.00 Yes Healthy Heritage Preserve DIA 597 Post Oak 1194.59 19.50 Yes Healthy Heritage Preserve DIA 598 Post Oak 1134.11 19.00 Yes Healthy Heritage Preserve DIA 1628 Post Oak 2463 28.00 Yes Healthy Heritage Preserve DIA 1629 Post Oak 530.92 13.00 Healthy Heritage Preserve DIA 1630 Bald Cypress 1194.59 19.50 Healthy Heritage Preserve DIA 1631 Post Oak 1385.44 21.00 Healthy Heritage Preserve OFF 1632 Post Oak 907.92 17.00 Healthy Heritage Preserve OFF 1633 Post Oak 1320.25 20.50 Healthy Heritage Preserve OFF 1634 Post Oak 962.11 17.50 Healthy Heritage Preserve OFF 1635 Chinese Pistache 530.92 13.00 Healthy Quality Preserve OFF 1636 Chinese Pistache 346.36 10.50 Healthy Quality Preserve OFF 1637 Cedar Elm 855.29 16.50 Healthy Quality Preserve OFF 1638 Chinese Pistache 314.15 10.00 Healthy Quality Preserve OFF 1639 Chinese Pistache 254.46 9.00 Healthy Quality Preserve OFF 1640 Post Oak 1734.94 23.50 Healthy Heritage Preserve OFF 1641 Post Oak 907.92 17.00 Healthy Heritage Preserve DIA 1642 Post Oak 2123.71 26.00 Healthy Heritage Preserve DIA 1643 Bald Cypress 1014.87 18.00 Healthy Quality Preserve DIA 1644 Bald Cypress 855.29 16.50 Healthy Quality Preserve DIA 1645 Bald Cypress 1520.53 22.00 Healthy Heritage Preserve DIA 1646 Bald Cypress 1963.49 25.00 Healthy Heritage Preserve DIA 1647 Bald Cypress 1452.2 21.50 Healthy Heritage Preserve DIA 1648 Bald Cypress 660.51 14.50 Healthy Quality Preserve DIA 1649 Post Oak 1809.55 24.00 Healthy Heritage Preserve DIA 1650 Post Oak 1661.9 23.00 Healthy Heritage Preserve DIA 1651 Post Oak 1734.94 23.50 Healthy Heritage Preserve DIA 1652 Post Oak 1385.44 21.00 Healthy Heritage Preserve DIA 1653 Post Oak 907.92 17.00 Healthy Heritage Preserve DIA 1654 Chinese Pistache 380.13 11.00 Healthy Quality Preserve OFF 1655 Chinese Pistache 380.13 11.00 Healthy Quality Preserve OFF 1656 Chinese Pistache 490.87 12.50 Healthy Quality Preserve OFF 1657 Chinese Pistache 201.06 8.00 Healthy Quality Preserve DIA 1658 Chinese Pistache 176.71 7.50 Healthy Quality Preserve DIA 1659 Chinese Pistache 254.46 9.00 Healthy Quality Preserve DIA 1660 Chinese Pistache 283.52 9.50 Healthy Quality Preserve DIA 1661 Chinese Pistache 226.98 8.50 Healthy Quality Preserve DIA 1662 Chinese Pistache 346.36 10.50 Healthy Quality Preserve OFF 1663 Chinese Pistache 201.06 8.00 Healthy Quality Preserve OFF 1664 Chinese Pistache 201.06 8.00 Healthy Quality Preserve OFF 1665 Chinese Pistache 380.13 11.00 Healthy Quality Preserve OFF 1666 Chinese Pistache 254.46 9.00 Healthy Quality Preserve OFF 1667 Red Oak 153.93 7.00 Healthy Quality Preserve OFF 1668 Post Oak 1963.49 25.00 Healthy Heritage Preserve OFF 1669 Post Oak 1734.94 23.50 Healthy Heritage Preserve DIA 1670 Post Oak 1385.44 21.00 Dead/Diseased Non-protected Preserve DIA 1671 Post Oak 1734.94 23.50 Healthy Heritage Preserve DIA 1672 Post Oak 1452.2 21.50 Healthy Heritage Preserve OFF 1673 Post Oak 1734.94 23.50 Healthy Heritage Preserve DIA 1674 Post Oak 4417.86 27.50 Healthy Heritage Preserve DIA 1675 Red Oak 314.15 10.00 Healthy Quality Preserve DIA 1676 Chinese Pistache 380.13 11.00 Healthy Quality Preserve DIA 1677 Chinese Pistache 314.15 10.00 Healthy Quality Preserve DIA 1678 Chinese Pistache 415.47 11.50 Healthy Quality Preserve DIA 1679 Red Oak 176.71 7.50 Healthy Quality Preserve DIA 1680 Post Oak 1661.9 23.00 Yes Healthy Heritage Preserve DIA 1681 Post Oak 1014.87 18.00 Yes Healthy Heritage Preserve DIA 1684 Bald Cypress 706.85 15.00 Healthy Quality Preserve DIA Know what'sbelow.Callbefore you dig. TREE MITIGATION ANDPRESERVATION PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L1.02The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440All Trees Total dbh 1299.50 Total healthy dbh 1275.5 Total dead dbh 24 Total healthy dbh in DIA 815.5 Total Healthy dbh in CE 0 Total Healthy dbh in PH 0 Total Healthy Preserved in DIA 804.5 Total Healthy CE Preserved dbh 0 Total Healthy PH Preserved dbh 0 Total Healthy CE/PH Preserved dbh 0 Total healthy CE Preserved 6+ dbh 0 Total healthy PH Preserved 6+ dbh 0 Total healthy CE/PH Preserved 6+ dbh 0 Total Trees Preserved dbh 1285.5 Landmark Trees (healthy) Total (healthy) Count:0 Total (healthy) Circumference:0 Heritage & Quality Trees (healthy) Total Heritage dbh in DIA:506.5 Total Heritage in CE:0 Total Heritage in PH:0 Total Preserved Heritage dbh in DIA:506.5 Total Quality dbh in DIA:185.5 Total Quality dbh in CE:0 Total Quality dbh in PH:0 Total Preserved Quality dbh in DIA:185.5 Total Protected dbh in DIA:692 Total Preserved Protected dbh in DIA 692 Secondary(healthy) Total Count In DIA:0 Total dbh in DIA:0 Non-Protected (healthy) Total dbh in DIA:123.5 Cluster Trees Total Heritage dbh Preserved :137.5 Total Quality dbh Preserved:0 Total Secondary dbh Preserved:0 Total Preserved dbh:137.5 Know what'sbelow.Callbefore you dig. Tree Mitigation Worksheet(30% Preservation - Non-Residential and Mixed-Use) dbh Total (Healthy)dbh 1275.5 Total (Healthy)Non-Protecteddbh 124 Dead Tree dbh 24 Total (Healthy)Heritage/Quality dbh 692 RequiredPreservation(30%)207.6 ProvidedHeritage/QualityPreservation dbh:692 RequiredPreservation dbhAchieved?Yes Protected Trees Removed Type dbhRemoved ReplacementRatio CalculatedDBH Heritage 0 2.5:1 0 Quality 0 2:1 0 Subtotal 0 TreesRemoved ReplacementRatio CalculatedDBH Secondary 0 4":1 tree 0 Total 0 PreliminaryMitigation dbh 40%Reduction 0 Trees Preserved Type dbhPreserved PreservationCredit Landmark in DIA 0 4:1 0 Heritage in DIA 506.5 3:1 1519.5 Quality in DIA 185.5 2:1 371 Secondary in DIA 0 0.5:1 0 Addt'l ClusterCredit 137.5 1.15:1 158.125 Total 692 2048.625 Mitigation dbh -2048.625 *Note: Secondary preservation credit cannot exceed 50% of the dbh of preservedprotected trees. The formula will not return a result for "Secondary PreservationCredit" that is higher than permitted. TREE PROTECTION NOTES: KEEP OUT! TREE PROTECTION AREA. NO ENTRY. ·NO HEAVY EQUIPMENT ·NO DUMPING ·NO PARKING ·NO GRADING ·NO STORAGE FOR TREE PROTECTION INSPECTION REQUESTS, PLEASE CALL HAYWOOD MORGAN, URBAN FORESTER, AT 940-349-8337 AND MARSHALL MCGEE, CITY ARBORIST, AT 940-349-8430 TO SCHEDULE AND HAVE YOUR PERMIT NUMBER READY TO PROVIDE TO STAFF. CONTRACTOR TOINSTALL SIGN PER CITYREQUIREMENTS. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKING OVERALL HARDSCAPEPLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.00The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK SPLASH PAD Splash Pad 1. General contractor to provide: a. Provide 2” domestic water supply to within 5’-0” of splash pad point of connection. b. Provide 8” sanitary sewer connection to within 5’-0” discharge from holding tank and filter discharge. c. Required power to within 5’-0” of the prefab building. 2. Kraftsman or approved equal to provide; a. Provide additional boring samples to confirm geotech report. includingthe restroom /mechanical room base. b. Bring the subgrade to +/- 1” and to geotechnical specifications for backfill and compaction, and provide the associated light standard. c. Shop drawings for city approval for full construction drawings within the limits scope as defined in the drawings. d. All fine grading and concrete within limits of scope e. Materials and placement of 18”x18”x5’-0” monolithic stone seatwall. f. All underground and above ground mep within limits of scope. g. All coordination with corworth (or approved equal) for interior layout of equipment within the prefab building. h. All apparatus as per the concept drawings i. All labor and materials for shade structures within the limits of the splash pad boundaries. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING HARDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.01The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 BRIGHTON DRIVE (50' R.O.W.) BRIGHTON DRIVE (50' R.O.W.)STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING HARDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.02The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING HARDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.03The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) VANNO PARK I N G NO PARK I N G UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) VANNO PARK I N G NO PARK I N GSTATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING HARDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.04The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440NOTICE: BRIERCLIFF PARK - DESIGN/BUILDSUBCONTRACTORS SCOPE OF WORK Splash Pad 1. General contractor to provide: a. Provide 2" domestic water supply to within 5'-0" of splash pad point of connection. b. Provide 8" sanitary sewer connection to within 5'-0" discharge from holding tank and filter discharge.c. Required power to within 5'-0" of the prefab building. 2. Kraftsman or approved equal to provide; a. Provide Additional Boring Samples to confirm Geotech report. Including the restroom/mechanical room base. b. Bring the subgrade to +/- 1" and to geotechnical specifications for backfill and compaction, and provide the associated light standard.c. Shop drawings for city approval for full construction drawings within the limits scope as defined in the drawings. d. All fine grading and concrete within limits of scope e. Materials and placement of 18"x18"x5'-0" monolithic stone seatwall. f. All underground and above ground MEP within limits of scope. g. All coordination with Corworth (or approved equal) for interior layout of equipment within the prefab building. h. All apparatus as per the concept drawings i. All labor and materials for shade structures within the limits of the splash padboundaries. STATE SCHOOL ROADUNICOR N L A K E B O U L E V A R D (65' R.O. W . ) VANNO PARK I N G NO PARK I N G STATE SCHOOL ROADUNICOR N L A K E B O U L E V A R D (65' R.O. W . ) VANNO PARK I N G NO PARK I N G STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING HARDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.05The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKINGSTATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING HARDSCAPE PLAN - NEWTRAIL DIMENSION PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.06The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 HARDSCAPE PLAN - SPLASHPAD DIMENSION PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L2.07 NOTICE: BRIERCLIFF PARK - DESIGN/BUILDSUBCONTRACTORS SCOPE OF WORK STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKING OVERALL LANDSCAPEPLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L3.00The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig.                 (1) RO (2) RO (3) DW BG2 RE-ESTABLISHMENT (APPROX. 4' FROM EDGE OF CONCRETE ON BOTH SIDES) EXISTING TREE (2) RO (1) BC (1) BC (1) BC (3) SM (1) PH (1) STREET TREE (1) STREET TREE (1) EXISTING STREET TREE (1) EXISTING STREET TREE (2) EXISTING STREET TREE (2) EXISTING STREET TREE (3) EXISTING STREET TREE (3) EXISTING STREET TREE (1) EXISTING STREET TREE DIA DIA DIA property boundary property boundary SINGLE-FAMILY DETACHED (1) UP (3) YH landscape buffer 210'60'210' (4) buffer tree (1) existing buffer treeSTATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING SYMBOL CODE COMMON / BOTANICAL NAME TREES AB Brandywine Red Maple Acer rubrum `Brandywine` SM Southern Magnolia Magnolia grandiflora RO Shumard Red Oak Quercus shumardii BC Bald Cypress Taxodium distichum UP Princeton American Elm Ulmus americana `Princeton` ORNAMENTAL TREES DW Desert Willow Chilopsis linearis PH Possumhaw Holly Ilex decidua YH Yaupon Holly Ilex vomitoria SHRUBS TS Texas Sage Leucophyllum frutescens ‘Green Cloud’ GRASSES CL Inland Sea Oats Chasmanthium latifolium PM Pink Muhly Muhlenbergia capillaris MF Mexican Feathergrass Nassella tenuissima LB Little Bluestem Schizachyrium scoparium PERENNIALS COR Lanceleaf Coreopsis Coreopsis lanceolata CI Copper Iris Iris fulva SHRUB AREAS EH Horsetail Equisetum hyemale GROUND COVERS BG2 Buffalograss Bouteloua dactyloides FF Frogfruit Phyla nodiflora PLANT LEGEND LANDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L3.01The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. SYMBOL CODE COMMON / BOTANICAL NAME TREES AB Brandywine Red Maple Acer rubrum `Brandywine` SM Southern Magnolia Magnolia grandiflora RO Shumard Red Oak Quercus shumardii BC Bald Cypress Taxodium distichum UP Princeton American Elm Ulmus americana `Princeton` ORNAMENTAL TREES DW Desert Willow Chilopsis linearis PH Possumhaw Holly Ilex decidua YH Yaupon Holly Ilex vomitoria SHRUBS TS Texas Sage Leucophyllum frutescens ‘Green Cloud’ GRASSES CL Inland Sea Oats Chasmanthium latifolium PM Pink Muhly Muhlenbergia capillaris MF Mexican Feathergrass Nassella tenuissima LB Little Bluestem Schizachyrium scoparium PERENNIALS COR Lanceleaf Coreopsis Coreopsis lanceolata CI Copper Iris Iris fulva SHRUB AREAS EH Horsetail Equisetum hyemale GROUND COVERS BG2 Buffalograss Bouteloua dactyloides FF Frogfruit Phyla nodiflora PLANT LEGEND BRIGHTON DRIVE (50' R.O.W.) BRIGHTON DRIVE (50' R.O.W.) (1) RO BG2 RE-ESTABLISHMENT (3) SM (16) CI EXISTING TREE BG2 RE-ESTABLISHMENT (APPROX. 4' FROM EDGE OF CONCRETE ON BOTH SIDES) maintenance notice: NO-MOW zone AND PRIVET REMOVAL AREA (SEE LANDSCAPE NOTES ON L3.02) (3) UP (2) RO DIA DIA DIA DIA property boundary SINGLE-FAMILY DETACHED SINGLE-FAMILY DETACHED (1) UP (2) SM (3) YH landscape buffer landscape buffer 244'87'60'210' (1) existing buffer tree (1) existing buffer tree (1) buffer tree (2) buffer tree (2) buffer tree (1) buffer tree (1) DW (2) DW (1) PH (1) UP STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING LANDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L3.02The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. SYMBOL CODE COMMON / BOTANICAL NAME TREES AB Brandywine Red Maple Acer rubrum `Brandywine` SM Southern Magnolia Magnolia grandiflora RO Shumard Red Oak Quercus shumardii BC Bald Cypress Taxodium distichum UP Princeton American Elm Ulmus americana `Princeton` ORNAMENTAL TREES DW Desert Willow Chilopsis linearis PH Possumhaw Holly Ilex decidua YH Yaupon Holly Ilex vomitoria SHRUBS TS Texas Sage Leucophyllum frutescens ‘Green Cloud’ GRASSES CL Inland Sea Oats Chasmanthium latifolium PM Pink Muhly Muhlenbergia capillaris MF Mexican Feathergrass Nassella tenuissima LB Little Bluestem Schizachyrium scoparium PERENNIALS COR Lanceleaf Coreopsis Coreopsis lanceolata CI Copper Iris Iris fulva SHRUB AREAS EH Horsetail Equisetum hyemale GROUND COVERS BG2 Buffalograss Bouteloua dactyloides FF Frogfruit Phyla nodiflora PLANT LEGEND (1) RO (16) CI EXISTING TREE BG2 RE-ESTABLISHMENT (APPROX. 4' FROM EDGE OF CONCRETE ON BOTH SIDES) BG2 RE-ESTABLISHMENT (APPROX. 4' FROM EDGE OF CONCRETE ON BOTH SIDES) BG2 RE-ESTABLISHMENT (APPROX. 4' FROM EDGE OF CONCRETE ON BOTH SIDES) BG2 RE-ESTABLISHMENT (APPROX. 4' FROM EDGE OF CONCRETE) RESTORE ALL AREA TO A MAX. OF 3:1 SLOPE. ESTABLISH BG2 2' ON EITHER SIDE OF LOWPOINT CENTERLINE. (2) UP (1) PH (2) RO DIA DIA DIA DIA property boundary property boundary SINGLE-FAMILY DETACHED landscape buffer 87'244' (3) existing buffer tree (2) buffer tree (1) buffer tree (2) buffer tree STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING LANDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L3.03The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. VANNO PARKI N G NO PARKI N G VANNO PARKI N G NO PARKI N G BG2 RE-ESTABLISHMENT EXISTING TREE BG2 RE-ESTABLISHMENT (1) RELOCATED EXISTING TREE 431 (159) FF ref enlargement plan this sheet (1) AB (1) AB (1) AB (1) AB (1) AB (1) AB (2) EXISTING STREET TREE (2) EXISTING STREET TREE (2) EXISTING STREET TREE (3) EXISTING STREET TREE (1) EXISTING STREET TREE (2) parking TREE (1) parking TREE (1) parking TREE DIA DIA DIA property boundary (1) parking TREE (1) AB BG2 RE-ESTABLISHMENT BG2 RE-ESTABLISHMENT DIA (1) UP (1) AB (1) UP SYMBOL CODE COMMON / BOTANICAL NAME TREES AB Brandywine Red Maple Acer rubrum `Brandywine` SM Southern Magnolia Magnolia grandiflora RO Shumard Red Oak Quercus shumardii BC Bald Cypress Taxodium distichum UP Princeton American Elm Ulmus americana `Princeton` ORNAMENTAL TREES DW Desert Willow Chilopsis linearis PH Possumhaw Holly Ilex decidua YH Yaupon Holly Ilex vomitoria SHRUBS TS Texas Sage Leucophyllum frutescens ‘Green Cloud’ GRASSES CL Inland Sea Oats Chasmanthium latifolium PM Pink Muhly Muhlenbergia capillaris MF Mexican Feathergrass Nassella tenuissima LB Little Bluestem Schizachyrium scoparium PERENNIALS COR Lanceleaf Coreopsis Coreopsis lanceolata CI Copper Iris Iris fulva SHRUB AREAS EH Horsetail Equisetum hyemale GROUND COVERS BG2 Buffalograss Bouteloua dactyloides FF Frogfruit Phyla nodiflora PLANT LEGENDSTATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING (15) LB (1) PM (1) PM (40) COR (26) CL (16) CI (25) MF (13) CI (169) EH (116) FF BIO-RETENTION/ RAIN GARDEN (REF.L4.00-10) epic edging LANDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L3.04The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what'sbelow.Callbefore you dig. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . )STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O.W . ) (1) PM (1) PM EXISTING TREE EXISTING TREE BG2 RE-ESTABLISHMENT (APPROX. 4' FROM EDGE OF CONCRETE) RESTORE ALL AREA TO A MAX. OF 3:1 SLOPE. ESTABLISH BG2 2' ON EITHER SIDE OF LOWPOINT CENTERLINE. RESTORE ALL AREA TO A MAX. OF 3:1 SLOPE. ESTABLISH BG2 2' ON EITHER SIDE OF LOWPOINT CENTERLINE. (1) AB (1) AB DIA DIA DIA property boundary property boundary BG2 RE-ESTABLISHMENT DIA STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKING NO PARKING SYMBOL CODE COMMON / BOTANICAL NAME TREES AB Brandywine Red Maple Acer rubrum `Brandywine` SM Southern Magnolia Magnolia grandiflora RO Shumard Red Oak Quercus shumardii BC Bald Cypress Taxodium distichum UP Princeton American Elm Ulmus americana `Princeton` ORNAMENTAL TREES DW Desert Willow Chilopsis linearis PH Possumhaw Holly Ilex decidua YH Yaupon Holly Ilex vomitoria SHRUBS TS Texas Sage Leucophyllum frutescens ‘Green Cloud’ GRASSES CL Inland Sea Oats Chasmanthium latifolium PM Pink Muhly Muhlenbergia capillaris MF Mexican Feathergrass Nassella tenuissima LB Little Bluestem Schizachyrium scoparium PERENNIALS COR Lanceleaf Coreopsis Coreopsis lanceolata CI Copper Iris Iris fulva SHRUB AREAS EH Horsetail Equisetum hyemale GROUND COVERS BG2 Buffalograss Bouteloua dactyloides FF Frogfruit Phyla nodiflora PLANT LEGEND LANDSCAPE PLANBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L3.05The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. SYMBOL CODE QTY COMMON / BOTANICAL NAME CAL HGT REMARKS TREES BC 3 Bald Cypress Taxodium distichum 3"10`-12`PER PLAN AB 8 Brandywine Red Maple Acer rubrum `Brandywine`3"10`-12`PER PLAN UP 9 Princeton American Elm Ulmus americana `Princeton`3"10`-12`PER PLAN RO 9 Shumard Red Oak Quercus shumardii 3"10`-12`PER PLAN SM 8 Southern Magnolia Magnolia grandiflora 30 GAL 8`-10`PER PLAN ORNAMENTAL TREES DW 6 Desert Willow Chilopsis linearis 15 GAL 7`-8`PER PLAN PH 3 Possumhaw Holly Ilex decidua 20 GAL 7`-8`PER PLAN YH 6 Yaupon Holly Ilex vomitoria 20 GAL 7`-8`MULTI-TRUNK SYMBOL CODE QTY COMMON / BOTANICAL NAME CONTAINER HEIGHT SPREAD REMARKS SHRUBS TS 44 Texas Sage Leucophyllum frutescens ‘Green Cloud’7 gal 36" 36"FULL GRASSES CL 26 Inland Sea Oats Chasmanthium latifolium 3 gal 24" min 18"FULL LB 15 Little Bluestem Schizachyrium scoparium 3 gal 18"12"FULL MF 25 Mexican Feathergrass Nassella tenuissima 3 gal 18" 18"FULL PM 2 Pink Muhly Muhlenbergia capillaris 3 gal 24" min 18"FULL PERENNIALS CI 29 Copper Iris Iris fulva 3 gal 18"12"FULL COR 40 Lanceleaf Coreopsis Coreopsis lanceolata 1 GAL 12" 12"FULL SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT SPACING SHRUB AREAS EH 169 Horsetail Equisetum hyemale 5 GAL 12" o.c. SYMBOL CODE QTY COMMON / BOTANICAL NAME CONT HEIGHT SPREAD SPACING GROUND COVERS BG2 42,425 sf Buffalograss Bouteloua dactyloides SOD FF 275 Frogfruit Phyla nodiflora 4" pot 6"12"12" o.c. PLANT SCHEDULE LANDSCAPE NOTESBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100 L3.06The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Overall Site Data Table Required Proposed Lot size in square feet DIA 394,858 Zoning District PF *Development Impact Area in square feet.234,011 Landscape area (in square feet and percentage)35,102 15%66,173 28% Tree Canopy at maturity (includes preserved tree canopy as approved by the Tree Preservation Plan). NOTE: TREE CANOPY CALCULATION IS BASED ON DIA.35,102 15%101,426 43% Number of Street Trees (1 Tree per 40')19 23 Irrigation Notes: Irrigation will comply with City of Denton Site Design Criteria Manual Planting Data Table Planting material (Species)Number Size at planting Expected Canopy(Trees only) Bald Cypress / Taxodium distichum 3 3"3,768 American Elm / Ulmus americana 'Princeton'9 3"11,304 Shumard Red Oak / Quercus shumardii 9 3"11,304 Brandywine Red Maple / Acer rubrum 'Brandywine'8 3"5,656 Cedar Elm / Ulmus crassifolia 5 EXISTING 6,280 Chinquapin Oak / Quercus muehlenbergii 2 EXISTING 2,512 Bur Oak / Quercus macrocarpa 5 EXISTING 6,280 Shumard Red Oak / Quercus shumardii 5 EXISTING 6,280 Post Oak / Quercus stellata 20 EXISTING 25,120 Live Oak / Quercus virginiana 2 EXISTING 2,512 Chinese Pistache / Pistacia chinensis 13 EXISTING 16,328 Bald Cypress / Taxodium distichum 13 EXISTING 4,082 Total 101,426 Table 7.G: Buffer Points Buffer Element Points Provided Solid opaque screening fence, minimum 6 feet in height, single-faced 5 0 Vinyl, composite, double-faced solid wood, or similarnon-masonry screening fence, minimum 6 feet in height 10 0 Solid masonry wall, minimum 6 feet in height 20 0 5 or more additional feet in landscaped buffer width beyondrequired minimum 5 5 3 ornamental trees for every 50 linear feet of buffer (meetingplanting standards of Site Design Criteria Manual)5 0 3 ornamental trees for every 25 linear feet of buffer (meetingplanting standards of Site Design Criteria Manual)10 0 5 shrubs for every 20 linear feet of buffer (5-gallon size)5 0 5 shrubs for every 20 linear feet of buffer (10-gallon size)10 0 1 large canopy tree for every 30 linear feet of buffer(minimum 3-inch caliper)10 10 Preservation of existing Landmark, Heritage, Quality, orSecondary trees within at least 50 percent of the buffer area 5 0 Total Points Provided =15 Buffer Data Table (Table 7.G) - 15 Points Required Required Buffer Points Proposed Buffer Elements Proposed Buffer Points North Property Boundary 15 5 or more additional feet inlandscaped buffer width beyond required minimum. 1 large canopy treefor every 30 linear feet of buffer (minimum 3-inch caliper) 15 East Property Boundary N/A 0 South Property Boundary N/A 0 West Property Boundary N/A 0 Landscape Area Point Table (Table 7.E) Section A. Right-of-Way Elements (Minimum 2 unless no front parking, then 1)Points Provided A landscaped berm with a maximum 3:1 side slope on both sides.5 0 One large canopy tree planted every 40 linear feet.5 0 Three small accent trees clustered every 30 linear feet when space does not permit large canopy trees.5 0 A minimum three-foot high continuous hedge of evergreen shrubs.5 5 A minimum three-foot high continuous wall made of any combination of wrought iron, masonry, or stone. If wrought iron is used, vinesshall be planted every 10 feet on center on the wrought iron to create a more opaque wall.5 0 Section B. Parking Lot Landscaping Elements(Minimum 2)Points Internal landscape islands with an area of at least nine feet by 18 feet containing at least one large canopy tree placed evenly at an average of one for every ten spaces (or portion thereof). For lots of ten spaces or less, at least one internal landscape island isrequired but does not have to be centrally located within a row of parking spaces.5 5 End caps with an area of at least 9-feet by 18-feet containing at least one large canopy tree.5 5 A landscape median of at least 8-feet wide running the length of a parking row and containing at least one large tree per 30 linear feet.5 0 Section C. Other Site Landscaping Elements Points A minimum 10-foot wide area provided for the length of the building frontage between the front of the building and the parking lot and containing a five-foot wide landscaped area abutting the building wall. This area may be paved as a walkway if pots or planters are provided along at least 75 percent of the building frontage.3 0 Each planted tree meets or exceeds four caliper inches at the time of planting.5 0 At least 75 percent of plants proposed are drought-tolerant as indicated in the approved landscape plant list or adaptive to Denton'splan hardiness zone as determined by the US Department of Agriculture.5 5 Landscape area provided exceeds required minimum by an additional 10 percent or more.3 0 No more than 30 percent of landscaped areas are covered in turf grass.3 0 Tree canopy exceeding minimum requirement by an additional 25 percent or more.3 3 A mixture of bioswales, grassed swales, bioretention facilities, and sand filter (low-impact design techniques pursuant to Subsection 7.7.5C.3) as described in this section. If designed as part of a parking lot island or median, points may be counted for both elements.7 7 Living walls/vertical gardens provided in a designated pedestrian area or as an architectural feature of a principal building wall. Living walls must account for at least 25 percent of the wall face.5 0 Rooftop vegetation provided as part of an engineered green roof accounting for at least 25 percent of the roof area.5 0 Butterfly or pollinator gardens that include native milkweed and nectar plants that are provided as part of a designated pedestrianamenity or plaza area and that comprise at least five percent of the required overall landscape area. Butterfly and pollinator gardens are encouraged due to Denton's designation as a Monarch City.5 0 Total Points Provided =30 LANDSCAPE ANDHARDSCAPE DETAILSBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L4.00 ™ ™ NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK. STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKING STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) BRIGHTON DRIVE (50' R.O.W.) VANNO PARKIN G NO PARKING BRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTThe John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440Know what's below.Callbefore you dig. SKATE SPOT: 1. This is an add alternate. 2.If the add alternate is not accepted, the general contractor is to leave the existing grades as is for theentry sidewalks and skate spot subgrade and delete the associated light standard and irrigation. 3.If the add alternate is accepted: a. General contractor to bring the subgrade to +/- 1”and to geotechnical specifications for backfill and compaction, and provide the associated light standard. b. Skate Parks of America or approved equal to provide: i. Shop drawings for city approval for full construction drawings within the limits scope as defined in the drawings. ii. All backfill for raised event grading and meet geotechnical standards for backfill and compaction iii.All concrete base paving for skate spot and connecting sidewalks as per the concept drawings. iv.All apparatus as per the concept drawings. v. All labor and materials to complete the skate spot within the limits of scope as per the drawings. SPLASH PAD: Splash Pad 1. General contractor to provide: a. Provide 2" domestic water supply to within 5'-0" of splash pad point of connection. b. Provide 8" sanitary sewer connection to within 5'-0" discharge from holding tank and filter discharge. c. Required power to within 5'-0" of the prefab building. 2. Kraftsman or approved equal to provide; a. Provide Additional Boring Samples to confirm Geotech report. Including the restroom /mechanical room base. b. Bring the subgrade to +/- 1" and to geotechnical specifications for backfill and compaction, and provide the associated light standard. c. Shop drawings for city approval for full construction drawings within the limits scope as defined in the drawings. d. All fine grading and concrete within limits of scope e. Materials and placement of 18"x18"x5'-0" monolithic stone seatwall. f. All underground and above ground MEP within limits of scope. g. All coordination with Corworth (or approved equal) for interior layout of equipment within the prefab building. h. All apparatus as per the concept drawings i. All labor and materials for shade structures within the limits of the splash pad boundaries. PLAYGROUND RENOVATION: Whirlix or approved equal to provide:1. Shop drawings for city approval for full construction drawings within the limits scope as defined in thedrawings. 2.Excavation of existing Engineered Wood Fiber for basebid of artificial turf and any required repairs to the existing subsurface drainage system. 3. Removal of existing equipment as defined in the drawings 4.Installation of new playground equipment as per the concept drawings5.Installation of new shade structures as per the concept drawings 6. Based Bid-Installation of Forever Lawn anti-static turf with supplier's subsurface impact resistance ADA system as per Forever Lawn specifications. 7. Add alternate bid- Installation of Vitriturf poured in place surface system as per Vitriturf specifications. 8. Add alternate bid-installation of Engineered Wood Fiber as per detail. 9. All labor and materials to complete the playground within the limits of scope as per the drawings. PREFABRICATED RESTROOM/EQUIPMENT ROOM BUILDING: Prefabricated Restroom/Equipment Room Building- Corworth or approved equal to provide: 1. General contractor to provide: a. Bring the subgrade to +/- 1/4" and to geotechnical specifications for backfill and compaction and provide the associated light standard.b. Provide concrete beam and subgrade preparation as per the structural engineering plans for the foundation.c. Coordination with Kraftsman and Corworth for MEP under the foundation. d. Provide 2" domestic water supply to within 5'-0" of splash pad point ofconnection. e. Provide 8" sanitary sewer connection to within 5'-0" for restroom fixtures. a.Required power to with 5'-0" of the prefab building. Contractor to coordinate with Denton Municipal Electrical for required load calculations for the entiresite. b. 5'-0" sidewalk surrounding the north, west and south sides of the building. 2. Corworth or approved equal to provide: a. Shop drawings for city approval for full construction drawings within the limits scope as defined in the drawings. b. Placement of building on the grade beam foundation. c. All underground and above ground MEP within limits of scope. d. All coordination with Kraftsman and General Contractor for interior layout of equipment and foundation penetrations and subsurface utilities within the prefab building and building footprint. e. All labor and materials to compete the Prefabricated Restroom/EquipmentRoom Building within the limits of scope as per the drawings. SUBCONTRACTORSSCOPE OF WORKSPEC22100 L4.01 NOTICE: ADDITIONAL COORDINATION FOR SPLASH PAD SCOPE OF WORK REQUIRED(CONTACT KRAFTSMAN) . L4.02 HARDSCAPE DETAILS -SPLASH PADBRIERCLIFF PARKSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTNOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK.KRAFTSMAN'S DRAWINGS ARE 90%. FINAL 100%DRAWINGS TO BE SUPPLIED TO CITY OF DENTONPRIOR TO CONSTRUCTION. L4.02.5 HARDSCAPE DETAILS -SPLASH PADBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440CONTRACTORS SCOPE OF WORK SPLASH PAD: Splash Pad1.General contractor to provide:a.Provide 2” domestic water supply to within 5'-0” of splash pad point of connection.b.Provide 8” sanitary sewer connection to within 5'-0” discharge from holding tank and filterdischarge.c.Required power to within 5'-0” of the prefab building.2.Kraftsman or approved equal to provide;a.Provide Additional Boring Samples to confirm Geotech report. Including the restroom/mechanical room base.b.Bring the subgrade to +/- 1” and to geotechnical specifications for backfill and compaction,and provide the associated light standard.c.Shop drawings for city approval for full construction drawings within the limits scope asdefined in the drawings.d.All fine grading and concrete within limits of scopee.Materials and placement of 18”x18”x5'-0” monolithic stone seatwall.f.All underground and above ground MEP within limits of scope.g.All coordination with Corworth (or approved equal) for interior layout of equipment withinthe prefab building.h.All apparatus as per the concept drawingsi.All labor and materials for shade structures within the limits of the splash pad boundaries SECTION 13 14 14 AQUATIC PLAY EQUIPMENT PART 1 GENERAL 1.01 SECTION INCLUDES A. Aquatic play equipment. B. Activation devices for aquatic play equipment. C. Controllers for aquatic play equipment. D. Distribution Manifold 1.02 SUBMITTALS A. See Administrative Requirements for submittal procedures. B. Product Data: Manufacturer's descriptive literature for specified systems, including all components. C. Shop Drawings: Indicate component connection details and details of interface with adjacent construction and equipment. D. Certificates: Certify that products of this section meet or exceed specified requirements. E. Manufacturer's Instructions: Indicate installation instructions for specified equipment including each component. F. Operation and Maintenance Data: Submit manufacturer's operation and maintenance instruction for specified equipment. 1.03 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with not less than five (5) years of documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum of three (3) years experience. C. Products Requiring Electrical Connection: Listed and classified by Underwriters' laboratories (UL) as suitable for the purpose specified and indicated. 1.04 REFERENCES A. This installation shall comply with all applicable provisions of the latest edition of the following codes: NEC National Electrical Code NFPA National Fire Protection Association UBC Uniform Building Code UPC Uniform Plumbing Code B. Materials furnished hereunder shall comply with the latest edition of applicable standard specifications published by the following organizations: ASTM American Society for Testing and Materials ANSI American National Standards Institute ASME American Society of Mechanical Engineers ASSE American Society of Sanitary Engineering AWWA American Water Works Association CS Commercial Standards NEMA National Electrical Manufacturers Association NSF National Sanitation Foundation 1.05 SYSTEM DESCRIPTION A. Furnish and install aquatic playground materials, apparatus, tools, equipment, transportation, temporary construction, and special or occasional services as required to affect a complete working installation, as shown on the Drawings and described in the Specifications. B. Work included: 1.Aquatic playground equipment, valves, and piping. 2.Plumbing and electrical services including water, waste, and power supply to designated points of connection with site utilities. 1.06 PRODUCT HANDLING A. Protection: 1.Equipment shall be boxed, crated, or otherwise completely enclosed and protected during shipment, handling, and storage. Equipment shall be protected from exposure to the elements and shall be kept thoroughly dry at all times prior to installation. Pumps motors, electrical equipment, and other equipment having anti-friction or sleeve bearings shall be stored in weather-tight warehouses that are maintained at a temperature of at least 60 degrees F. 2.Painted surfaces shall be protected against impact, abrasion, discoloration, and other damage. Painted surfaces that are damaged prior to acceptance of equipment shall be repainted to the satisfaction of Kraftsman Commercial Playgrounds and Water Parks. 3.Electrical equipment controls, and insulation shall be protected against moisture or water damage. Space heaters and sump pumps provided in the equipment shall be kept connected and operating at all times until the equipment is placed in service. 4.Store materials under cover and elevated above grade. B. Replacements: 1. In the event of damage, immediately make all repairs and replacements necessary to the approval of Kraftsman Commercial Playgrounds and Water Parks at no additional cost to the Owner. PART 2 PRODUCTS 2.01 GENERAL A. Equipment not listed within these Specifications or on Drawings as furnished by the equipment supplier but required for the complete installation of the water feature mechanical or electrical systems, shall be furnished by the Contractor. B. Products shown on the Drawings, but not listed in this Section, shall be provided in accordance with information shown on the Drawings and the General Provisions of this part of the Specification. 2.02 AQUATIC PLAY EQUIPMENT MANUFACTURER A. Aquatic play equipment manufacturer shall be: Water Odyssey™ by Fountain People,Inc., P.O. Box 807, 4600 Highway 123, San Marcos, TX 78666, telephone (512) 392-1155, facsimile (512) 392-1154. B. Local Water Odyssey™ Representative: Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com (continued on next page) NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK.KRAFTSMAN'S DRAWINGS ARE 90%. FINAL 100%DRAWINGS TO BE SUPPLIED TO CITY OF DENTONPRIOR TO CONSTRUCTION. L4.03 HARDSCAPE - SPLASH PAD- SPECIFICATIONSBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 101944401. 2.03 AQUATIC PLAY EQUIPMENT MANUFACTURER'S RESPONSIBILITY A. Aquatic playground materials and component parts shall be guaranteed to be free from defects of materials and workmanship, for a period (two years) from date of shipment. Additional warranties shall include; 1.Coating system shall be warranted for a period of (two years) against peeling or fading under normal environmental conditions. 2.Stainless steel pipe and anchor bases shall be guaranteed against structural failure for a period of (twenty-five) years under normal usage. Controller shall be guaranteed against failure for a period of (three years) under normal usage. 2.04 AQUATIC PLAY EQUIPMENT A. All aquatic play equipment, systems and design shall be from a single source manufacturer located in the United States of America. B. Spray components shall be designed to operate at the specified flow rates. C. Anchoring, mounting and assembly hardware shall be constructed of 304/304L Stainless Steel, cast Bronze or Red Brass. All anchoring systems shall include an integrated leveling system facilitating a flat surface installation free of non-compliant protrusions. Exposed and accessible hardware shall be tamper resistant, vandal deterring, theft resistant and shall require a special tool for removal D. Top Plates, Component Heads and Spray Nozzles shall be constructed of materials resistant to vandalism, deterrent to theft, require special tools for removal and free from degradation in transmitting pressurized, chemically treated, potable water. Top Plates, Component Heads and Nozzles constructed of Stainless Steel, Bronze or Red Brass shall be given preference. E. Where color coated finishes are appropriate or specified, the color coating shall be Aqua Armor™; an elastomeric polymer that is vandal resistant, UV resistant and resistant to degradation in the presence of chemicals at measureable levels typically used to maintain proper water quality levels in swimming pools. F. Accessible edges shall be rounded, beveled or otherwise designed to prevent safety hazards. All components and component parts shall be designed to ensure a safe play environment with no pinch points, head entrapments or protrusion hazards. All products shall be designed in accordance and compliant with ASTM F1487, ASTM F2461 and CSA Z614-98 standards for public playgrounds and aquatic playgrounds. G. All play equipment shall be bonded/grounded per the requirements of NEC article 680 and the codes of the local jurisdiction of authority concerning non-residential, permanently installed swimming pools or fountains. H. Concrete footings shall be as shown on the Drawings and specified. The Contractor shall provide all labor, material and equipment to construct the concrete footings as shown and shall conform with concrete design specifications. I.Play Feature Equipment List: 1 Each C017 ColorCast™ Half Splash Water Odyssey™ 1 Each C022 ColorCast™ Triple Bit Water Odyssey™ 1 Each W238 Water Ring, set of four Water Odyssey™ 1 Each W080C Roll-A-Rail™, Conserving Water Odyssey™ 1 Each MS14-2A Massive Splash™ Water Odyssey™ 1 Each W326-2 Mission Hill Shower Water Odyssey™ 2 Each W326-3 Mission Hill Spill Water Odyssey™ 1 Each W058C-3 Water Fence™, Conserving Water Odyssey™ 1 Each W097C-4 Oner N' Under™, Conserving Water Odyssey™ 1 Each W012C Water Cage™, Conserving Water Odyssey™ 2 Each W085 Splash-O-Lator™ Water Odyssey™ 1 Each W093 Water Weave™ Water Odyssey™ 5 Each W280 Popp Dropp™ Water Odyssey™ 1 Each W036C Baby Long Legs™, Conserving Water Odyssey™ 1 Each W218 Bug Buggle™ Water Odyssey™ 3 Each W011 Jet Way™ Water Odyssey™ 5 Each W086C Directional Eyeball Jet, Conserving Water Odyssey™ 1 Each W009 Touch & Go™ Vibration Bollard Water Odyssey™ 2.05 FEATURE A.C017 Half Splash 1. Anchor Base: The (1) below grade anchor base shall be constructed of type 304 stainless steel to mate with a component's shaft base plate. The anchor base shall each have a bonding/grounding connection and 2" FPT inlet. The anchor base shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts, washers and a wooden pour template. 2. Construction Cover: The temporary cover shall be an adhesive polyethylene tape. 3. Shaft: The above grade frame shall be constructed of 3" type 304 stainless steel pipe with 3" machined type 304 flanged base plate. 4. Gasket: The leak preventing seal shall be an O-Ring of 70 durometer EPDM 5. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 6. Dimensions: Approximate dimensions shall be 3' H x 1'3" W x 2' 8" L. 7. Nozzles: Nozzle shall be stainless steel flat fan jet. 8. Interactive water effect: The spray pattern shall be clear domed sheet of water. 9. Hydraulic Requirements: The designed operational water supply shall be 20GPM @ 3PSI. 10. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 11. ColorCast™ Accent: A color impregnated, rigid urethane polymer with resistance to chlorine and UV. 12. Safety and Compliance: the spray feature meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 13. Age Group Design Standards: The spray feature shall be designed for all ages. 14. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com , Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com B.C022 Triple Bit 1. Anchor Base: The (1) below grade anchor base shall be constructed of type 304 stainless steel to mate with a component's shaft base plate. The anchor base shall each have a bonding/grounding connection and 2" FPT inlet. The anchor base shall be supplied with pour template. 2. Construction Cover: The temporary cover shall be an adhesive polyethylene tape. 3. Shaft: The above grade frame shall be constructed of 3" type 304 stainless steel pipe with 3" machined type 304 flanged base plate. 4. Joint: Shall be a precision machined Delrin® flow control joint factory adjusted to 360° directional flow. 5. Body: Shall be type 304 stainless steel manifold housed in a vandal-resistant polymer body. 6. Gasket: The leak preventing seal shall be an O-Ring of 70 durometer EPDM 7. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 8. Dimensions: Approximate dimensions shall be 2'8" H x 1'6" W x 1' 10" L. 9. Nozzles: Nozzle shall be machined PVC. 10. Interactive water effect: The spray pattern shall be multiple spray effect that is soft to touch and gentle on impact. 11. Hydraulic Requirements: The designed operational water supply shall be 6GPM @ 3PSI. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 12. ColorCast™ Accent: A color impregnated, rigid urethane polymer with resistance to chlorine and UV. 13. Age Group Design Standards: The spray feature shall be designed for all ages. 14. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com C.W238 Water Ring, set of four 1. Anchor Base: The (8) below grade anchor bases shall be constructed of type 304 stainless steel to mate with a component's shaft base plate. The anchor base shall each have a bonding/grounding connection and 2" FPT inlet. The anchor base shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts, washers and a wooden pour template. 2. Construction Cover: The temporary cover shall be an adhesive polyethylene tape. 3. Shaft: The above grade frame shall be constructed of 3" type 304 stainless steel pipe with 3" machined type 304 flanged base plate. 4. Body: Shall be type 304 stainless steel manifold housed in a vandal-resistant polymer body. 5. Gasket: The leak preventing seal shall be an O-Ring of 70 durometer EPDM 6. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 7. Dimensions: Approximate dimensions shall be 5'1" H x 3'9" W x 3.5" L. 8. Nozzles: 24 total nozzles shall be stainless steel flat spray jets. 9. Interactive water effect: The spray pattern shall be multiple spray effect that is soft to touch and gentle on impact. 10. Hydraulic Requirements: The designed operational water supply shall be 40GPM @ 10PSI. 11. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 12. Age Group Design Standards: The spray feature shall be designed for all ages. 13. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 14. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com D.W080C-HW Roll-A-Rail™ Conserving With Hand Wheel 1. Anchor Base: The below grade anchor base shall be constructed of type 304 stainless steel to mate with a component's shaft base plate. The anchor base shall have a bonding/grounding connection and 2" FPT inlet. It shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts, washers and a wooden pour template. The temporary construction cover shall be an adhesive polyethylene tape. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Construction Material: The above grade center shaft shall be constructed of 4" type 304 stainless steel pipe with 4" machined type 304 base plate. The elbows shall be type 304 stainless steel, the closed end base shall be supplied with 4 stainless steel concrete anchors, 18/8 stainless steel tamper-resistant screws, and a threaded drain plug. The joints shall be Derlin® and bronze. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat 4. Gaskets: The leak preventing seal shall be an O-Ring of 70 durometer EPDM. 5. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 6. Nozzle: The nozzles shall be 13 stainless steel precision jets. 7. Hydraulic Requirements: The designed operational water supply shall be a maximum 6-10GPM @ 3-7PSI. 8. Interactive Water Effect: The effect shall be a row of solid stream jets on a rotatable manifold. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The approximate dimension height shall be 2' 10". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com E.MS14-2A Massive Splash (One Bucket) 1. Anchor Base: The (2) below grade anchor bases shall be constructed of type 304 stainless steel to mate with a component's shaft base plate. Each anchor base shall each have a bonding/grounding connection and 2" FPT inlet. The anchor bases shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts, washers and a wooden pour template. 2. Construction Cover: The temporary cover(s) shall be an adhesive polyethylene tape. 3. Shafts: The vertical shafts shall be (2) 6 5/8" diameter type 304L stainless steel pipe with machined 304L base plate. The horizontal shafts shall be (2) 2 3/8" diameter type 304L stainless steel pipe with sealed alignment joints. 4. Bucket(s): (1) bucket with 15 gallon capacity heavy-duty fiber-reinforced plastic with sealed bearings and integral water feed. Bucket shall be protected with chemical and UV-resistant sealer top coat. 5. Bearings: The bearings shall be constructed of Polyoxmethylene copolymer (POM-C). 6. Deflectors: The Deflector shall be a high impact, enhanced UV-resistant polymethyl methacrylate (PMMA). 7. Gasket: The leak preventing seal shall be an O-Ring of 70 durometer EPDM. 8. Seals: Ethylene propylene diene monomer rubber (EPDM). 9. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 10. Nozzles: The Nozzles shall be (6) precision machined 304L stainless steel orifices. 11. Interactive water effect: Shall be four dumping bucket effects each independently regulated by volume of flow to base and 6 solid stream effects from upper ligatures. 12. Hydraulic Requirements: The designed operational water supply shall be 10-25GPM (38-95 LPM) @ 6-8PSI (.4-.6 BAR), emitting 15-17 Gallons per dump. 13. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 14. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com \ 15. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com F.W326-2 Mission Hill Shower 1. Anchor Base: The below grade anchor base shall be constructed of type 304 stainless steel to mate with a component's shaft base plate. The anchor base shall have a bonding/grounding connection and 2" FPT inlet. It shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts, washers and a wooden pour template. The temporary construction cover shall be an adhesive polyethylene tape Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Construction Material: The shaft shall be 4" type 304 stainless steel pipe with a double bend and machined type 304 base plate. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat 4. Gaskets: The leak preventing seal shall be an O-Ring of 70 durometer EPDM 5. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 6. Nozzle: The nozzles shall be machined cast bronze and brass construction. 7. Hydraulic Requirements: The designed operational water supply shall be a maximum 50GPM @ 20PSI 8. Interactive Water Effect: The spray pattern shall be gushing spray effect. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The approximate dimension height shall be 8'8". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com G. W326-3 Mission Hill Spill 1. 1. Anchor Base: The below grade anchor base shall be constructed of type 304 stainless steel to mate with a component's shaft base plate. The anchor base shall have a bonding/grounding connection and 2" FPT inlet. It shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts, washers and a wooden pour template. The temporary construction cover shall be an adhesive polyethylene tape Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Construction Material: The shaft shall be 4" type 304 stainless steel pipe with a double bend and machined type 304 base plate. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat 4. Gaskets: The leak preventing seal shall be an O-Ring of 70 durometer EPDM 5. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 6. Nozzle: The nozzles shall be machined cast bronze and brass construction. 7. Hydraulic Requirements: The designed operational water supply shall be a maximum 40GPM @ 8PSI 8. Interactive Water Effect: The spray pattern shall be multiple streams nozzle effect. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The approximate dimension height shall be 11'. 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com H. W058C-1 Water Fence™ Conserving 1. Housing: The below grade linear manifold shall be constructed of schedule 40 red brass pipe with bonding/grounding connection and (2) 1 1/2" MPT inlets. It shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts and washers. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 3. Nozzle: The 3 nozzles shall be precision machined stainless steel. 4. Hydraulic Requirements: The designed operational water supply shall be 2GPM @ 3PSI and produce a spray height of 4'. 5. Interactive Water Effect: The spray pattern shall be an ascending vertical row of water streams. There shall be one stream per nozzle and three per manifold length. 6. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 7. Dimensions: The length of this feature shall be 1'03". 8. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 9. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com I.W097C-4 Over N' Under™ Conserving 1. Housing: The below grade linear manifold shall be constructed of schedule 40 red brass pipe with bonding/grounding connection and (2) 1 1/2" MPT inlets. It shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts and washers. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 2 ⅝" diameter brass stock with ¼" thick top flange. The top plate nozzle insert shall have 2"NPS (straight) threads. 3. Finish: The finish shall be polished brass. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: The nozzle shall be constructed of precision machined brass. There shall be one nozzle per foot of manifold length. 7. Hydraulic Requirements: The designed operational water supply shall be 4-16GPM @ 2-5PSI and produce a spray height of 2'-8', reference drawings. 8. Interactive Water Effect: The spray pattern shall be a row of 4 streams of water adjustable from vertical to 60 degrees. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 2 5/8". The approximate length of this feature shall be 3'6". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com J.W012C Water Cage™ Conserving 1. Housing: The below grade linear manifold shall be constructed of schedule 40 red brass pipe with bonding/grounding connection and (2) 1 1/2" MPT inlets. It shall be supplied with 3/8" threaded, 18/8 stainless steel anchor/leveling bolts with nuts and washers. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 3. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 4. Nozzle: The 30 nozzles shall be precision machined stainless steel. 5. Hydraulic Requirements: The designed operational water supply shall be 12-21GPM @ 2-4PSI and produce a spray height of 2'-6', reference drawings. 6. Interactive Water Effect: The spray pattern shall be a circle of vertical water streams. 7. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 8. Dimensions: The nozzles shall create a circle with a 4' diameter. NOTICE: BRIERCLIFF PARK - DESIGN/BUILDSUBCONTRACTORS SCOPE OF WORK. L4.04 HARDSCAPE - SPLASH PAD- SPECIFICATIONSBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 101944409.As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 10. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com K. W085 Splash-O-Lator™ 1. Housing: The below grade canister shall be constructed of 20 gauge deep-drawn type 304 stainless steel with bonding/grounding connection and 1" FPT inlet. It shall be supplied with 3/8" threaded anchor/leveling bolts with nuts, washers and a wooden pour template. The housing stabilizers and plate anchors shall be ½" x 5" machined brass with 30° hook bend. The temporary construction cover shall be a reusable flat 7" diameter HDPE (high density polyethylene) plate. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 7" diameter, slightly domed, cast bronze plate with interchangeable nozzle assembly. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: The interchangeable nozzle for 7" diameter operational plates shall be constructed of precision machined brass. 7. Hydraulic Requirements: The designed operational water supply shall be 7-10GPM @ 3-4PSI and produce a spray height of 4'-8', reference drawings. 8. Interactive Water Effect: The spray pattern shall be a surging splash effect. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 7". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com A.W093 Water Weave™ 1. Housing: The below grade canister shall be constructed of 20 gauge deep-drawn type 304 stainless steel with bonding/grounding connection and 2" FPT inlet. It shall be supplied with 3/8" threaded anchor/leveling bolts with nuts, washers and a wooden pour template. The housing stabilizers and plate anchors shall be ½" x 5" machined brass with 30° hook bend. The temporary construction cover shall be a reusable flat 13" diameter HDPE (high density polyethylene) plate. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 13" diameter, slightly domed, cast bronze plate with interchangeable nozzle assembly. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: The 18 nozzles for the operational plate shall be constructed of precision machined brass. 7. Hydraulic Requirements: The designed operational water supply shall be 10-17GPM @ 1-4PSI and produce a spray height of 2'-6', reference drawings. 8. Interactive Water Effect: The spray pattern shall be basket weave pattern of streams of water. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 13". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com B.W280 Popp Dropp™ 1. Housing: The below grade canister shall be constructed of 20 gauge deep-drawn type 304 stainless steel with bonding/grounding connection and 1" FPT inlet. It shall be supplied with 3/8" threaded anchor/leveling bolts with nuts, washers and a wooden pour template. The housing stabilizers and plate anchors shall be ½" x 5" machined brass with 30° hook bend. The temporary construction cover shall be a reusable flat 7" diameter HDPE (high density polyethylene) plate. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 7" diameter, slightly domed, cast bronze plate with interchangeable nozzle assembly. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: The interchangeable nozzle for 7" diameter operational plates shall be constructed of precision machined brass. 7. Hydraulic Requirements: The designed operational water supply shall be 3-6GPM @ 7-11PSI and produce a spray height of 4'-12', reference drawings. 8. Interactive Water Effect: The spray pattern shall be a vertical aerated stream of water. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 7". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com N.W093 Water Weave™ 1. Housing: The below grade canister shall be constructed of 20 gauge deep-drawn type 304 stainless steel with bonding/grounding connection and 2" FPT inlet. It shall be supplied with 3/8" threaded anchor/leveling bolts with nuts, washers and a wooden pour template. The housing stabilizers and plate anchors shall be ½" x 5" machined brass with 30° hook bend. The temporary construction cover shall be a reusable flat 13" diameter HDPE (high density polyethylene) plate. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 13" diameter, slightly domed, cast bronze plate with interchangeable nozzle assembly. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: The 18 nozzles for the operational plate shall be constructed of precision machined brass. 7. Hydraulic Requirements: The designed operational water supply shall be 10-17GPM @ 1-4PSI and produce a spray height of 2'-6', reference drawings. 8. Interactive Water Effect: The spray pattern shall be basket weave pattern of streams of water. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 13". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com O.W036C Baby Long Legs™ Conserving 1. Housing: The below grade canister shall be constructed of 20 gauge deep-drawn type 304 stainless steel with bonding/grounding connection and 1" FPT inlet. It shall be supplied with 3/8" threaded anchor/leveling bolts with nuts, washers and a wooden pour template. The housing stabilizers and plate anchors shall be ½" x 5" machined brass with 30° hook bend. The temporary construction cover shall be a reusable flat 7" diameter HDPE (high density polyethylene) plate. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 7" diameter, slightly domed, cast bronze plate with interchangeable nozzle assembly. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: The interchangeable nozzle for 7" diameter operational plates shall be constructed of precision machined brass. 7. Hydraulic Requirements: The designed operational water supply shall be 2.5-6GPM @ 2-6PSI and produce a spray height of 2'-10", reference drawings. 8. Interactive Water Effect: The spray pattern shall be an array of outward arching streams or water. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 7". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com P. W218 Bug Buggle™ 1. Housing: The below grade canister shall be constructed of 20 gauge deep-drawn type 304 stainless steel with bonding/grounding connection and 1" FPT inlet. It shall be supplied with 3/8" threaded anchor/leveling bolts with nuts, washers and a wooden pour template. The housing stabilizers and plate anchors shall be ½" x 5" machined brass with 30° hook bend. The temporary construction cover shall be a reusable flat 7" diameter HDPE (high density polyethylene) plate. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 7" diameter, slightly domed, cast bronze plate with interchangeable nozzle assembly. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: Shall be 8 precision machined brass nozzles arranged on an interchangeable top plate. 7. Hydraulic Requirements: The designed operational water supply shall be 8-24GPM @ 2-4PSI and produce a spray height of 2'-6', reference drawings. 8. Interactive Water Effect: The spray pattern shall be 8 arched sold stream sprays. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 7". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com Q.W011 Jet Way™ 1. Housing: The below grade canister shall be constructed of 20 gauge deep-drawn type 304 stainless steel with bonding/grounding connection and 1" FPT inlet. It shall be supplied with 3/8" threaded anchor/leveling bolts with nuts, washers and a wooden pour template. The housing stabilizers and plate anchors shall be ½" x 5" machined brass with 30° hook bend. The temporary construction cover shall be a reusable flat 7" diameter HDPE (high density polyethylene) plate. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 7" diameter, slightly domed, cast bronze plate with interchangeable nozzle assembly. 3. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Gaskets: The leak preventing seal shall be an O-Ring of 70 Durometer EPDM. 6. Nozzle: The interchangeable nozzle for 7" diameter operational plates shall be constructed of precision machined brass. 7. Hydraulic Requirements: The designed operational water supply shall be 6-12GPM @ 2-6PSI and produce a spray height of 2'-6", reference drawings. 8. Interactive Water Effect: The spray pattern shall be a vertical stream spray. 9. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 10. Dimensions: The top plate diameter shall be 7". 11. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 12. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com R.W086C Directional Eyeball Jet™ Conserving 1. Housing: The below grade housing shall be constructed of machined cast bronze. The housing shall have a bonding/grounding connection and ¾" FPT inlet. It shall be supplied with ¼"-20 threaded anchor/leveling bolts with nuts, washers and a wooden pour template. Bonding/grounding shall be compliant with codes of the jurisdiction having authority. 2. Top Plate: The operational cover shall be a 2 ⅝" diameter brass stock with ¼" thick top flange. Overall length shall be approximately 1". The Top Plate nozzle insert shall have 2"NPS (straight) threads. 3. Finish: The finish shall be polished brass. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Nozzle: The interchangeable top plate nozzle insert shall be machined polished brass with integral flow stabilizer. 6. Hydraulic Requirements: The designed operational water supply shall be 1-3GPM @ 2-4PSI and produce a spray height of 2'-6', reference drawings. 7. Interactive Water Effect: The spray pattern shall be a solid stream of water with 30 degrees of vertical adjustability on a 360 degree horizontal axis. 8. Safety and Compliance: Product meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 9. Dimensions: The top plate shall be 2 ⅝". 10. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 11. Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com 2.06 AQUATIC PLAY ACTIVATION DEVICES A. Activation devices must be wired. B. Activation devices shall be housed in machined PVC housings with standard heavy-duty urethane coating system. C. Housing: Machined from solid PVC stock. D. Anchors: (3) stainless steel concrete anchors, supplied. E. Finish: Textured elastomeric urethane with a UV and chlorine resistant sealer coat. F.Fasteners: Tamper-resistant type 18/8 stainless steel. G. Transmitter: Solid state with encoded signal and integral omni-directional antenna. H. Activator Power: CR2477, 3 Volt lithium battery. I. Equipment List:1 Each W009 Water Odyssey™ Wired Touch N' Go J.W009 Touch N' Go™ Wired Hard Case 1. Shaft: The above grade shaft, and base plate shall be constructed of 4" type 304 stainless steel with bonding/grounding connection. 2. Base Plate: Shall be type 304 stainless steel. 3. Anchors: Anchors shall be (4) stainless steel concrete anchors supplied by the manufacturer. 4. Fasteners: All accessible fasteners shall be tamper-resistant 18/8 stainless steel. 5. Activator Housing: Activator housing shall be machined PVC with no tactile button. 6. Activator Cord: Shall be supplied with 150' of 18/3 type SJTOW submersible cable pre-wired to activator button, supplied. 7. Finish: When specified for solid, patterned or theme painted coloring the component shall be coated with Aqua Armor™; a UV stabilized, textured structural elastomeric polymer with a UV and chlorine resistant sealer coat. 8. Safety and Compliance: Spray feature meets ASTM safety standards, is ADA compliant, and inspected by a Certified Playground Safety Inspector prior to shipment of product. 9. Kraftsman Commercial Playgrounds and Water Parks Aquatic Play Equipment 13 14 14 - 14 10. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com 11. Supplied and Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com 2.07 DISTRIBUTION MANIFOLD A. Distribution Header: 4" type 304L stainless steel pipe with flanged connection on both ends. B. Solenoid Valves: High strength glass-filled body with stainless steel hardware and 24VAC UL Recognized solenoid. C. Balancing Valves: True union ball valve, Schedule 80 PVC. D. Water Hammer Arrestor: 2" Copper and brass construction with pre-set operating pressure of 10-35 psi. E. Drain Valve: ¾" Cast bronze hose bib. F. Pressure Gauge: Discharge Pressure Gauge: 0-60 psi. G. Mounting Brackets: Type 304 stainless steel with ½" stainless steel u-bolt. H. Equipment List:1 Each WMF-16P Water Odyssey™ Distribution Manifold I. WMF-16-P Distribution Manifold 1. Distribution Header: The distribution manifold header shall be 4" type 304 stainless steel pipe with flanged connections on both ends. 2. Water Hammer Arrestor: The water hammer arrestor shall be 2" copper and brass construction with pre-set operating pressure of 10-35 PSI. 3. Drain Valve: The distribution manifold header shall have a ¾" hose bib style drain valve constructed of cast bronze. 4. Pressure Gauge: The distribution manifold header shall have a 0-60 PSI discharge side pressure gauge 5. Solenoid Valves: The distribution manifold header shall have 16 solenoid valves, Normally Closed, 24 VAC, UL Recognized. 6. Balancing Valves: The distribution manifold header shall include 16 true union ball valves constructed of schedule 80 PVC for balancing and throttling the discharges. 7. Mounting Brackets: Shall be supplied with (3) type 304 stainless steel with (3) ½" stainless steel u-bolt. 8. As manufactured by Water Odyssey™/ Fountain People, Inc., P.O. Box 807, San Marcos TX, 78667, 4600 Hwy. 123, San Marcos TX, 78666, telephone: 512-392-1155, facsimile: 512-392-1154, website: www.waterodyssey.com. 9. Supplied and Installed by Kraftsman Commercial Playgrounds and Water Parks (Certified Water Odyssey Installer) 19535 Haude Rd. Spring, TX 77388 800-451-4869 website: www.kraftsmanplay.com PART 3 EXECUTION 3.01 SITE AND DRAWING EXAMINATION Contractors submitting a proposal for this work shall first examine the site of the proposed work that they may fully understand facilities, difficulties, and restrictions attending the execution of the contract. No subsequent allowances shall be made because of omission, error, or negligence in connection with this provision. Contractors submitting a proposal for this work shall carefully examine the architectural and structural Drawings and Specifications. Questions pertaining to work that do not appear to be sufficiently detailed or explained, or pertaining to the true meaning of any part of the Drawings or Specifications, or discrepancies found existing in or between the Specifications and Drawings, shall be referred to Kraftsman Commercial Playgrounds and Water Parks for clarification or correction. 3.02 COORDINATION The Contractor shall cooperate with subcontractors of other trades, whose work is in any way affected by, or affects the work under this Section. The Contractor shall coordinate the work under this Section with that of other trades to affect a complete installation consistent with the requirements and intent of the Drawings and Specifications. The Contractor shall furnish materials so as to avoid delay in the progress of the work and shall store them as to prevent interference with other work. 3.03 GENERAL INSTALLATION Install and connect all equipment in accordance with manufacturer's instructions and recommendations unless otherwise noted. If specified installation is contrary to manufacturer's instructions, cease installation of affected components or systems. Notify Project Manager and the Architect and do not resume installation without clear instructions. Protect pipes, conduits, and equipment from damage due to inclement weather. Parts to be cast in concrete shall be located as detailed on the Plans and shall be rigidly supported to resist loads imposed during concrete pour. Water pipe lines shall be flushed free of debris as follows: Completely drain water feature piping and equipment. Remove construction debris and thoroughly sweep all reservoirs and play area clean. Do not flush debris from play area into system drainage system. 3.04 DEFECTIVE WORK AND MATERIALS Materials or work found to be defective or not in strict conformity with the drawings, or different from the requirements of the Drawings and Specifications, or defaced or injured, shall be removed and satisfactory material and work substituted. 3.05 CLEAN-UP Upon completion of the work of this Section, the Contractor shall remove unused equipment and implements of service, and leave the entire areainvolved in a neat, clean, and acceptable condition as approved by the Owner. Soiled, abraded, or discolored surfaces of the aquatic play area shall be cleaned and left free from blemishes or defects. 3.06 TESTS AND ADJUSTMENTS A. General: The Contractor shall test equipment installed by him to show that it complies with specified requirements. Testing shall be done in a manner approved by the Architect. B. Electrical tests: B.1. Electrical circuits, feeders, and equipment shall be tested and proven free of faulty grounds, open circuits, or shorts, as required by local codes. B.2. Contractor shall, at his expense, make the aquatic playground operational and make tests, adjustments, and corrections, until it is shown to be in proper operating condition. NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK. L4.05 HARDSCAPE - SPLASH PAD- SPECIFICATIONSBRIERCLIFF PARK.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440 SECTION 13 31 23TENSIONED FABRIC STRUCTURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General conditions and division 1 SpecificationSections apply to this section. 1.2 SUMMARYThe shade structure contractor shall be responsible for the design, engineering, fabrication, supply and installation of the work specified here in. The intent of this specification is to have only one single contractor be responsible for all the above functions. 1.3 REFERENCES A. Manufacturing facilities that fabricate the steel and fabrics canopies of the Shade Structures must be ISO 9001 Certified to perform these tasks. B. The Shade Structures must comply with the latest revision of the applicable codes and regulations including the International Building Code (IBC) 2012. C. American Society of Testing materials (ASTM). D. American Welding Society: Structural Welding Code AWS D1.1-AWS Structural Welding Code-Steel. 1.4 SUBMITTALS A. Provide proof of installed reference sites with structures of similar scope of project and installation that areengineered to IBC specifications. Include in reference list of structure dimensions with install date andproject location. B. Provide a minimum of 15 fabric samples to demonstrate fabric color range and powder coat paint colorselections. C. Provide proof of all quality assurance items including:1.1. Copy of ISO 9001 Certification.1.2. Proof of general liability, professional liability, and umbrella insurance as per section 1.5C. 1.3. Proof of a minimum of $6,000,000 aggregate bonding capacity as per Section 1.5D.1.4. Proof of a Corporate Safety Program along with an injury and Illness Prevention Program. 1.5. Proof of an Annual Maintenance Inspection Program.1.6. Proof of a Corporate Quality Control Manual as per Section 1.5F 1.5 QUALITY ASSURANCE A. A single shade contractor shall design, engineer, manufacture, and erect the shade structure(s). B. All bidders shall have at least 15 years' experience in the design, engineering, manufacturing, andinstallation of shade structures. C. All bidders shall engineer to IBC 2012 requirements with similar scope. D. All bidders shall be able to provide proof of a minimum of $1,000,000 general/public liability insurance, $3,000,000 professional liability (PL) insurance, and an additional $5,000,000 umbrella/excess liabilityinsurance. E. All bidders shall be licensed and bonded with a minimum bonding capacity of $6,000,000. F. Steel and fabric shade manufacturing shops must provide a copy of their ISO 9001 Certificate. G. The shade structure contractor shall have a Corporate Quality Control program and manual describing theircomplete quality assurance program. H. All bidders must have an in-house warranty and service department to assist in repairs and service calls. 1.6 PROJECT CONDITIONS Field Measurements: Verify layout information for the shade structure(s) shown on the project drawings in relationto the property survey and existing structures, and verify locations by field measurements prior to construction forthe shade structures. 1.7 WARRANTY A. The successful bidder shall provide a 12-month warranty on all labor and materials. B. A supplemental limited warranty from the manufacture shall be provided for 20 years Non-Prorated against Structural Integrity of the steel components and 10 years Non-Prorated on the fabric canopy(s). PART 2 - PRODUCTS 2.1 GENERAL A. Scope 1. QTY 1 Four-Dome Curved Dugout Cantilever 52' x 15' x 10' 2. QTY 1 Three-Dome Curved Dugout Cantilever 42' x 15' x 10' 3. QTY 1 Two-Dome Curved Dugout Cantilever 30' x 15' x 10' B. Manufacturer The proposed shade structure(s) to be manufactured by Superior Recreational Products Shade Division, also recognized as (SRP Shade or Superior Shade) or approved equal, shall be modular and pre-fabricated, and includethe structural steel frame, fabric roof, steel cables and all fasteners. 1. SRP Shade 1050 Columbia Dr. Carrollton, GA 30117 (866) 959-8004 www.SRPShade.com 2. Or Equal: Standard for approved equal. Ten (10) days prior approval required for substitution of product design, materials and features specified above. Submittals must include plans, drawings, cut sheets, material datasheets, testing results and samples. Bids failing to meet this requirement will be deemed non-responsive. C. Materials 1. Fabric Specifications Manufactured as ALNET ExtraBlock A. The fabric knit is to be made using Monofilament and tape HDPE yarns. B. UV shade fabric is made of UV stabilized materials. C. The high-density polyethylene material shall be manufactured with tensioned fabric structures in mind. D. Shade fabric has a weight Ave. of 9.6oz. sq. yd. E. Material to be Rachel-knitted to ensure material will not unravel if cut. F. Burst Strength of 363 lb. (ASTM 3786) G. Cloth meets fire resistance tests as follows: 1. Alnet Extra Block: California State fire Marshall Reg. #F-93501 2. Others: NFPA 701-99 (Test Method 2). ASTM E-84 H.Fabric Properties: 1.Tear Tests (lbs/ft): WARP 33 and WEFT 36 (ASTM D2261) 2.Burst Test (lbs ft): 363 lbs. (ASTM D3787) 3.Fabric Weight (oz/sqFT) Average: 1.02 to 1.07 4. Roll Length 150' 5.Roll Size: 63" x 16.5" 6.Weight: 120 lbs. 7.Life Expectancy: 10 Years 8.Fading: Minimum fading after 6 years (Note: 3 years for Red and Yellow) 9.Minimum Temperature: -77 degrees F 10.Maximum Temperature: 167 degrees F 2. Thread A.Shall be 100% expanded PTFE fiber which carries a 10-year warranty that is high strength and low shrinkage. B. Shall have a wide temperature and humidity range. C. Abrasion resistant and UV radiation immunity. D. Shall be unaffected by non-hydrocarbon based cleaning agents, acid rain, mildew, rot, chlorine, saltwater,and pollution. E. Lockstitch thread - 1200 Denier or equal. F. Chain stitch thread - 2400 denier or equal 3. Steel Tubing A. All fabricated steel must be in accordance with approved shop drawings and calculations. B. All steel is cleaned, degreased or etched to ensure proper adhesion of powder-coat in accordance withmanufactures specifications. C. All Steel used on this project needs to be new and accompanied by the mill certificates if requested.Structural steel tubing up to 5"-7 gauge shall be galvanized per Allied Steel FLO-COAT specifications. Schedule 49 black pipe fabrications shall be sandblasted and primed as described below. D. All non-hollow structural shapes comply with ASTM A-36, unless otherwise noted. E. All hollow structural steel shapes shall be colf formed HSS ASTM A-53 grade C, unless otherwise noted. F. Plate products shall comply with ASTM A-36. 4. Powder Coating and Priming A. All steel (galvanized and non-galvanized) must be coated with rust inhibiting primer prior to applying thepowder coat. Primer shall be Marine Grade Cardinal Industrial Finishes Corp. E396 - GR1372 epoxy powder coating semi-gloss smooth zinc rich primer. B. All non-galvanized steel shall be sandblasted and primed prior to powder coating using brown fused aluminum oxide grit and the aforementioned primer. C. All steel parts shall be coated for rust protection and finished with a minimum 3.5 mil thick UV-inhibited weather resistant powder coating. D. Power used in powder-coat process shall have the following characteristics: 1. N.3.1 | Specific Gravity | 1.68+/-0.05 2. N.3.2 | Theoretical Coverage | 114+/-4 ft. 2/lb/mil 3. N.3.3 | Mass Loss During Cure | <1% 4. N.3.4 | Maximum Storage Temperature | 75 degrees E. Powder-coating shall meet the following tests: 1. ASTM | Gloss at 60 | 85 to 95 2. HOI TM 10.219 | PCI Powder Smoothness | 7 3. ASTM D2454-91 |Over-Bake Resistance Time | 200% 4. ASTM D3363-92A | Pencil Hardness | H-2H 5. ASTM D2794-93 | Dir/Rev Impact, Gardner | 140/140 in./lbs 6. ASTM D3359-95B | Adhesion, Cross Hatch | 5B PASS 7. ASTM D522-93A | Flexibility Mandrel | ¼" Diameter, No Fracture 8. ASTM B117-95 | Salt Spray | 1000 Hours 9. UL Dtov2 | Organic Coating Steel Enclosures, Elect Eq. | Recognized F. Application Criteria: 1. N.5.1 | Electrostatic Spray Cold | Substrate: 0.032 in. CRS 2. N.5.2 | Cure Schedule | 10 Minutes at 400 degrees F 3. N.5.3 | Pretreatment | Bonderite 1000 4. N.5.4 | Film Thickness | 3.5 Mils 5. Welding A. All shop welds shall be executed in accordance with the latest edition of the American Welding Society Specifications. B. Welding procedures shall comply in accordance with the AWS D1.1-AWS Structural Welding Code-Steel. C. All welds to be performed by a certified welder. All welds shall be continuous where length is not givenunless otherwise shown or noted on drawings. D. All welds shall develop the full strength of the weaker member. All welds shall be made using E70xx.035wire. E.Shop connections shall be welded unless noted otherwise. Field connections shall be indicated on the drawings. Field welded connections are not acceptable. F. All filet welds shall be a minimum of ¼" unless otherwise noted. G. All steel shall be welded shut at terminations to prevent internal leakage. H. Internal weld sleeving is not acceptable. I. On-site welding is not acceptable 6. Sewing A. On-site sewing of a fabric will not be accepted B. B. All corners shall be reinforced with Kevlar® extra non-tear cloth and strap to distribute the load. C. The perimeters that contain the cables shall be double lock stitched. 7. Installation Hardware A. Bolt and fastening hardware shall be determined based on calculated engineering loads. B. All bolts shall comply with SAE-J429(Grade 8) or ASTM A325 (Grade BD). All nuts shall comply with the ASTM F-594, alloy group 1 or 2. C. Upon request, Stainless Steel hardware shall comply with ASTMA-304. D. ¼" galvanized wire rope shall be 7x19 strand with a breaking strength of 7,000 lbs. for shades generallyunder 575 sq. ft. unless requested larger by the customer. For shades over 575 sq. ft., cable shall be 5/16" with abreaking strength of 9,800 lbs. Upon request, ¼" Stainless Steel wire rope shall be 7x19 strand with a breaking strength of 6,400 lbs. 5/16" Stainless steel wire rope shall be 7/19strand with a breaking strength of 9,000 lbs. All fittings required for proper securing of the cable are hot dipped galvanized PART 3 - EXECUTION 3.1 INSTALLATION A. Installations of shade structure(s) shall be performed by an installer who shall follow the manufacturer's instructions for assembly, installation, and erection, per approved drawings. B. Concrete 1. Concrete work shall be executed in accordance with the latest edition of American Concrete Building CodeACI 318 unless specified by the governing municipality. 2. Concrete specifications shall comply in accordance with, and detailed as per plans as follows: A. 28 days Strength F'c = 2500 psi B. Aggregate: HR C. Slump: 3-5 D. Portland Cement shall conform to C-150 E. Aggregate shall conform to ASTM C-33 3. All reinforcement shall conform to ASTM A-615 grade 60 4. Reinforcing steel shall be detailed, fabricated and placed in accordance with the latest ACI Detailing Manualand Manual of Standard Practice. 5. Whenever daily ambient temperatures are below 80 degrees Fahrenheit, the contractor may have mixaccelerators and hot water added at the batch plant. (see table 1) 6. TABLE 1 Temperature Range % Accelerator Type Accelerator 75-80 degrees 1% High Early (non calcium) 70-75 degrees 2% High Early (non calcium) Below 70 degrees 3% High Early (non calcium) C. Footings 1. All anchor bolts set in new concrete shall be ASTM A-307, or ASTM F-1554 if specified by engineer. 2. All anchor bolts shall be zinc plated unless specified otherwise. 3. Footing shall be placed in accordance with and conform to engineered specifications and drawings. NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK. BRIERCLIFF PARKSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L4.06 FIBAR 200: ABOVE GROUND SLOPE>1% SLOPE>1% FIBAR 200: IN GROUND ENGINEERED WOOD FIBER PLAYGROUND SAFETY SURFACING SYSTEM 200 IN GROUND OR ABOVE GROUND INSTALLATION DETAILS, N.T.S. 312-003 FRENCHDRAIN ACCESSIBLECONCRETE RAMP DRAINAGE STONE OBTAINED LOCALLY (3 INCH LAYER) FRENCH DRAIN INSIDE EDGE OF RAMP MUST FALL OUTSIDE ASTM USE ZONE ACCESSIBLE CONCRETE RAMP FIBAR WOOD FIBER FIBAR WOOD FIBER DRAINAGE STONE OBTAINED LOCALLY (3 INCH LAYER)FIBARFELTGEOTEXTILE www.fibar.com THE FIBAR GROUP LLC80 BUSINESS PARK DRIVE, SUITE 300ARMONK, NY 10504TOLL FREE: 1-800-372-2721PHONE: (914) 273-8770FAX: (914) 273-8659 CADdetails.comPROTECTED BY COPYRIGHT ©2016 CADDETAILS.COM LTD. REVISION DATE 02/19/2016 PLAYGROUND SURFACING NOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.2. DO NOT SCALE DRAWINGS, FOR ILLUSTRATION PURPOSES ONLY.3. THE FIBAR SYSTEM IS PROTECTED BY US PATENTS 4679963, 5026207, 5076726 AND PATENTS PENDING.4. AWARD CONTRACTORS MUST OBTAIN A LICENSE FROM FIBAR, INC. PRIOR TO CONSTRUCTION.5. FIBARMAT WEAR MATS MUST BE INSTALLED UNDER ALL SWINGS, TIRE SWINGS & SLIDE EXITS TO PRESERVE WARRANTY. SEE 312-002.6. CONTRACTORS NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 312-003. INSIDE EDGE OF RAMPMUST FALL OUTSIDEASTM USE ZONE FIBARFELTGEOTEXTILE .HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ART HARDSCAPE -PLAYGROUNDCONTRACTORS SCOPE OF WORK PLAYGROUND RENOVATION: Whirlix or approved equal to provide: 1. Shop drawings for city approval for full construction drawings within the limits scope as defined in the drawings. 2.Excavation of existing Engineered Wood Fiber for base bid of artificial turf and any required repairs to the existing subsurface drainage system. 3. Removal of existing equipment as defined in the drawings 4.Installation of new playground equipment as per the concept drawings 5.Installation of new shade structures as per the concept drawings 6. Based Bid-Installation of Forever Lawn anti-static turf with supplier's subsurface impact resistance ADA system as per Forever Lawn specifications. 7. Add alternate bid- Installation of Vitriturf poured in place surface system as per Vitriturf specifications. 8. Add alternate bid-installation of Engineered Wood Fiber as per detail. 9. All labor and materials to complete the playground within the limits of scope as per the drawings. BRIERCLIFF PARKSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L4.07 .HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ART HARDSCAPE -PLAYGROUND -SPECIFICATIONS2024 Playsystem Specifications PlayBooster®, PlayShaper®, Evos®, Weevos®, Smart Play®, Hedra® and Forma™ All the materials used in the manufacturing of PlayBooster®, PlayShaper®, Evos®, Weevos®, Smart Play®, Hedra® and Forma™playstructures have a proven track record of durability and are widely used in the playground industry. All play components are designed to be in conformance with the ASTM F1487 Standard unless otherwise noted. To the best ofour knowledge, they also conform to the U.S. Consumer Products Safety Commission (CPSC) Guidelines. Unless otherwise noted, all playstructures are considered accessible according to the 2010 ADA Standard for Accessible Design. Play components noted with CSA are designed to be in conformance with CSA Z614, and play components noted with EN are designed to be in conformance with EN 1176. General SpecificationsMaterials: All materials shall be structurally sound and suitable for safe play. Durability shall be ensured on all steel parts by the use of time-tested coatings such as zinc plating, galvanizing, ProShield® finish, TenderTuff™ coating, etc. Colors shall bespecified. ProShield® Finish: All metal components with ProShield finish shall be thoroughly cleaned and pretreated through amulti-stage wash system. Parts are then thoroughly dried, preheated and processed through a set of powder spray guns where a minimum .002" of epoxy primer is applied. A minimum .004" of architectural- grade Super Durable polyester TGICpowder is applied. The average ProShield film thickness is .006". Standard colors are available. ProShield is formulated and tested per the following ASTM standards. Each color must meet or exceed the ratings listedbelow: ·Hardness (D3363) rating 2H ·Flexibility (D522) pass 1/8" mandrel ·Impact (D2794) rating minimum 80 inch-pounds ·Salt Fog Resistance (B117 and D1654) 4,000 hours and rating 6 or greater ·UV Exposure (G154, 340 bulb) 3,000 hours, rating delta E of 2, and 90 percent gloss retention* ·Adhesion (D3359, Method B) rating 5BThe Paint Line shall employ a “checkered” adhesion test daily. * Certain colors may exceed delta E of 2. Contact Landscape Structures for exceptions. ProGuard™ Finish: Metal parts with ProGuard™ finish shall be cleaned and have a zinc alloy thermo-diffusion coating applied in accordance with ASTM A1059. It is highly corrosion and abrasion resistant, without flaking, peeling, blistering or chipping.ProGuard is applied standard to all Landscape Structures swing chain. TenderTuff™ Coating: Metal components to be TenderTuff-coated shall be thoroughly cleaned in a hot phosphatizing wash system, then primed with a water-based thermosetting solution. Primed parts shall be preheated prior to dipping in UVstabilized, liquid polyvinyl chloride (PVC), then salt cured at approximately 400 degrees. The finished coating shall be approximately .080" thick at an 85 durometer with a minimum tensile strength of 1700 PSI and a minimum tear strength of 250 lbs/inch. Standard colors are available. Belting, Textured: These parts shall be 0.315" thick mini rough top 3-ply rubber belting with polyester fabric layers. Black only. Cables: These parts shall be made of tightly woven polyester-wrapped, six-stranded galvanized steel cable with either a polypropylene or steel core. Cables will be 20mm in diameter. Standard colors are available. Some products available only inBlack. Concrete: Two processes are used to produce concrete products. (See specific product installation/specification documents). Finish is exterior latex paint suited for concrete applications. No color choices. 1. Glass Fiber Reinforced Concrete (GFRC) Products: Glass fiber is alkali-resistant (AR) with high tensile properties formulated for concrete. GFRC nominal product thickness is 1" with a unit weight of about 12 lbs per square foot and anaverage ultimate flexural strength of 2,100 PSI per ASTM C947. 2. Precast Concrete Products: Wet-cast solid, molded concrete with an average compressive strength of 5,000 PSI per ASTM C39. Unit weight range of about 115-145 lbs per cubic foot. DigiFuse® Panels: These panels shall be manufactured from 1/4" thick aluminum sheet. Dye sublimation printed digitalartwork is fused onto the powdercoated substrate. GripX Platforms and Panels: These parts shall be manufactured from 3/4" UV-stabilized high-density polyethylene with astippled pattern that enhances traction and appearance. No color choices; GripX will only be Black or Gray and predetermined for each product. Hot Dipped Galvanized (HDG) Steel: Steel components to be Hot Dipped Galvanized shall be thoroughly cleaned of organic compounds and dirt through complete immersion in a hot alkali solution. Cleaned parts shall undergo acid pickling to removerust or scale. All parts shall then be fluxed to eliminate surface oxides and promote intermetallic development. Prepped parts shall then be submerged in a bath of molten zinc until the part reaches 840° F and the zinc reacts to form zinc/iron intermetallic layers on all surfaces inside and out. Hot Dipped Galvanized Parts shall be manufactured and inspected accordingto ASTM A123. Permalene®: These parts shall be manufactured from 3/4" high-density polyethylene that has been specially formulated for optimum UV stability and color retention. Products shall meet or exceed density of .960 G/cc per ASTM D1505, tensile strength of 2400 PSI per ASTM D638. Available in a three-layer product with (2) .100" thick colored exterior layers over a .550" thick recycled Black interior core, or as a solid white- or natural-colored panel. Standard colors are available. Polycarbonate: Flat parts shall be made from 1/4" or 3/16" or 1/2" thick clear polycarbonate or 1/2" thick color- infused polycarbonate. Bubbles shall be vacuum formed from 1/4" thick clear polycarbonate. Standard colors are available. Recycled Plastic Lumber: These boards shall be manufactured from UV-stabilized recycled high-density polyethylene. Thickness varies. Standard colors are available. Rotationally Molded Polyethylene: These parts shall be molded using prime natural linear low-density polyethylene having a tensile strength of 2400 PSI per ASTM D638. Rotational molding resin is compounded with color and UV-stabilizing additives with a nominal wall thickness typically 1/4" with some variation depending upon product type. Standard colors are available. Steel Decks: All steel decks shall be of modular design and have 5/16" diameter holes on the standing surface. There shall be a minimum of (4) slots in each face to accommodate face mounting of components. Decks shall be manufactured from a single piece of low carbon 12 GA (.105") sheet steel conforming to ASTM specification A-1011. The sheet shall be perforated with a return flange on the perimeter to provide the reinforcement necessary to ensure structural integrity. There shall be no unsupported area larger than 3.5 square feet. The unit shall then be TenderTuff-coated Brown or Gray only. Decks shall be designed so that all sides are flush with the outside edge of the supporting posts. SteelX®: These parts shall be fabricated from 0.179" thick zinc plated flat steel and ProShield-finished. Footings: Unless otherwise specified, the bury on all footings shall be 34" below Finished Grade (FG) on all in-ground play events/posts. Other types of anchoring are available upon request. Fasteners: Primary fasteners shall be socketed and pinned tamperproof in design, stainless-steel (SST) per ASTM F 879 unless otherwise indicated (see specific product installation/specification documents). All primary fasteners shall include a locking patch type material that will meet the minimum torque requirements of IFI-125. Manufacturer to provide special tools for pinned tamperproof fasteners. Hardware Packages: All shipments shall include either individual component-specific hardware packages or bulk hardware packages specific to each fastener type. Component-specific hardware packages shall be labeled with the part number, description, a component diagram showing the appropriate component, package weight, a bar code linking the hardware package to the job number, assembler's name, date and time the package was assembled, work center number and work order number. Bulk hardware packages shall be labeled with the part number, description, a diagram showing the appropriate fastener, package weight, a bar code linking the hardware package to the job number, assembler's name, date and time the package was assembled, work centernumber and work order number. Installation Documentation: All shipments shall include detailed step-by-step instructions for assembly of each component, including equipment assembly diagrams, estimated hours for assembly, footing dimensions, concrete quantity for direct bury components, fall height information, area required information and detailed material specifications. Packing List: All shipments shall include a packing list for each skid/container, specifying the part numbers and quantities oneach skid or within each container. Packaging: All components shall be individually wrapped or bulk wrapped and placed on skids (pallets) then shrink- wrapped to provide protection during shipment. Small parts and hardware packages will be placed in crates for shipment. Othercomponents shall be individually wrapped or bulk wrapped to provide protection during shipment. Maintenance Kit: An order-specific maintenance kit shall be provided for each structure order. The kit will include a notebookor packet with a second set of installation documents and order-specific maintenance documentation with recommendations on how often to inspect, what to look for and what to do to keep the equipment in like-new condition. The kit also includestouch-up primer, appropriate color touch-up paint, sandpaper, appropriate color touch-up PVC and additional installation tools for the tamperproof fasteners. PlayBooster® General SpecificationsPosts: Post length shall vary depending upon the intended use and shall be a minimum of 42" above the deck height. All posts shall be ProShield finished to specified color. All posts shall have a “finished grade marker” positioned on the post identifyingthe 34" bury line required for correct installation and the top of the loose fill protective surfacing. Top caps for posts shall be aluminum die cast from 369.1 alloy and ProShield finished to match the post color. All caps shall be factory installed andsecured in place with interference fit. A molded low-density polyethylene cap, with drain holes, shall be pressed onto the bottom end of the post to increase the footing area. Steel Posts: All steel PlayBooster posts are manufactured from 5" O.D. tubing with a wall thickness of .120" and shall begalvanized after rolling and shall have both the I.D. and the cut ends sprayed with a corrosion resistant coating. Steel Post Mechanical Properties: ·Yield Strength (min): 50,000 PSI ·Tensile Strength (min): 55,000 PSI ·Elongation: 25% in 2 inches ·Modulus of Elasticity: 29.5 x 106 PSI Aluminum Posts: All aluminum PlayBooster posts are manufactured from 6005A-T61 extruded tubing conforming to ASTM B-221. Posts shall have a 5" outside diameter with a .125" wall thickness. Aluminum Post Mechanical Properties: ·Yield Strength (min): 35,000 PSI ·Tensile Strength (min): 38,000 PSI ·Elongation: 10% in 2 inches ·Modulus of Elasticity: 10 x 106 PSI Arch Posts: Aluminum arch posts shall be manufactured from 6063-T6 alloy. The arch shall be formed to a 21" center line radius to complement the 42" center-to- center module. The arch shall be of one continuous piece construction. There shall beno welds or additional pieces mechanically fastened to manufacture the arch. Each arch shall be designed to provide a minimum of 90 1/2" clear span from the deck to the inside of the arch at the radius peak. Arches shall be ProShield finished to a specified color. Clamps: All clamps are ProShield finished and, unless otherwise noted, shall be die cast using a 369.1 aluminum alloy and have the following mechanical properties: ·Ultimate Tensile: 47,000 PSI ·Yield Strength: 28,000 PSI ·Elongation: 7% in 2 inches ·Shear Strength: 29,000 PSI ·Endurance Limit: 20,000 PSI Each functional clamp assembly shall have an appropriate number of half clamps and shall be fastened to mating parts with (2) 3/8" x 1 1/8" pinned button head cap screws (SST) and (2) stainless-steel (SST) recessed “T” nuts. A 1/4" aluminum drive rivet with stainless steel pin is used to ensure a secure fit to the post. PlayBooster® clamps have three functional applications and shall be named as follows:1. Offset hanger clamp assembly 2. Deck hanger clamp assembly3. Hanger clamp assembly Netplex® Clamps: All clamps are ProShield finished and, unless otherwise noted, shall be die cast using a 369.1 aluminum alloyand have the following mechanical properties: ·Ultimate Tensile: 47,000 PSI ·Yield Strength: 28,000 PSI ·Elongation: 7% in 2 inches ·Shear Strength: 29,000 PSI ·Endurance Limit: 20,000 PSI Each functional clamp assembly shall have an appropriate number of rope clamps and back clamps and shall be fastened to each other with (2) 5/8" x 1 1/2" pinned button head cap screws (SST) and (2) stainless- steel (SST) recessed “T” nuts. Either a face clamp shall be fastened to rope clamp with (2) 3/8" by 1-3/8" pinned button head cap screws or a single tab casting plate shall be fastened to rope clamp with (4) 3/8" by 1-3/8" pinned button head cap screws with 3/8" SAE flat washers. A 1/4" x 5/8" aluminum drive rivet with stainless steel pin is used to ensure a secure fit to the post. GeoPlex® Clamps: All clamps are ProShield finished and, unless otherwise noted, shall be fabricated from 7GA using .179"(4,54 mm) T316 stainless steel. ·Ultimate Tensile: 84,000 PSI ·Yield Strength: 25,000 PSI Each functional clamp assembly shall have an appropriate number of locking clamps and shall be fastened to mating parts with (2) 3/8" x 7/8" pinned button head cap screws (SST) with (2) 3/8" SAE flat washers. A 1/4" aluminum drive rivet with stainless steel pin is used to ensure a secure fit to the post. PlayOdyssey® Structural Frame: Post length of the double ladder/central column shall vary depending upon the deck heightand shall be flush with the bottom of a deck infill or a minimum of 46" above the deck height. All posts shall be ProShield finished to specified color. All posts shall have a “finished grade marker” positioned on the post identifying the 60" bury line required for correct installation and the top of the loose fill protective surfacing. Post caps shall be aluminum die cast from 369.1 alloy and ProShield finished to match the post color. All caps shall be factory installed and secured in place with (3)self-sealing rivets. A molded low-density polyethylene cap, with drain holes, shall be pressed onto the bottom end of the ladder posts to increase the footing area. Ladders are bolted together below grade to act as a single column for installation purposes. The deck support weldments/arms are comprised of 5/16" (.313") steel conforming to 1010 steel per ASTM A635 and welded to a 52" steel post. Arms are secured to each ladder post with (4) 5/8" x 1 1/2" pinned button head cap screws through (2) 1/4" flanges. PlayOdyssey Optional Aluminum Roof Posts: All formed aluminum PlayOdyssey roof posts are manufactured from 6063-T6extruded tubing conforming to ASTM B-221. Posts shall have a 5" outside diameter with a .125" wall thickness. Post sleeve shall have 4.675" outside diameter with a .150" wall thickness. Post cap shall be aluminum die cast from 369.1 alloy andProShield finished to match the post color. All caps shall be factory installed and secured in place with (3) self-sealing rivets. Vibe® Handholds: Rotomolded shell, with 7 GA (.179") HRPO steel sheet insert that is zinc plated then ProShield finished.Standard colors are available. Vibe Roof: Rotomolded shell, with 12 GA (.105") HRPO steel sheet insert that is zinc plated then ProShield finished. Standardcolors are available.. Vibe Enclosures: Rotomolded shell, with 7 GA (.179") HRPO steel sheet insert that is zinc plated then ProShield finished. Standard colors are available. Option of 10 activity panels available in standard Permalene® colors. Also available bubble or window panel made of 1/4" clear polycarbonate. PlayShaper® General Specifications Posts: 2 3/8" square aluminum posts shall have a minimum wall thickness of .125" and be extruded of 6005A-T61 aluminumalloy and have rounded corners and ribbed faces for maximum safety. A cast aluminum top cap shall be installed at the factory with stainless steel knurled spacers and aluminum drive rivets. Flanges for panels and deck supports shall be extruded of 6061-T6 aluminum alloy and slide into slots extruded in posts. Flanges and deck supports shall be attached in the factory with stainless steel knurled spacers and aluminum drive rivets. All direct bury posts shall have a “finished grade marker” positionedon the post identifying the 34" bury line and the top of the required surfacing. A molded low-density polyethylene cap, with drain holes, shall be pressed onto the bottom end of the post to increase the footing area. Posts shall have a post number sticker for installation purposes. All surface mount posts shall be continuously welded to a 1/4" x 6" square 6061-T6 aluminum surface mount plate and allow for 2" of protective surfacing. Posts shall be ProShield finished to a specified color. Aluminum Post Mechanical Properties: ·Yield Strength (min): 35,000 PSI ·Tensile Strength (min): 38,000 PSI ·Elongation: 10% in 2 inches ·Modulus of Elasticity: 10 x 106 PSI Arch Posts: Arch posts shall have the same shape as the posts and be extruded from 6063-T4 aluminum alloy. Roof support flanges shall be of the same shape and material as the panel flanges. Arch shall be formed in a 180 degree arc on a 21" center line radius. Arches shall be secured to standard length posts with solid aluminum sleeves that are tapped to receive (16) 3/8" x 5/8" pinned button head cap screws per arch. Arch posts shall be ProShield-finished to a specified color. Evos® General Specifications Arches: All steel arches are ProShield finished and manufactured from 5" O.D. galvanized tubing with a wall thickness of .120". Steel Arch Mechanical Properties: ·Yield Strength (min): 50,000 PSI ·Tensile Strength (min): 55,000 PSI ·Elongation: 25% in 2 inches ·Modulus of Elasticity: 29.5 x 106 PSI ·Clamps: All clamps are ProShield finished and, unless otherwise noted, shall be sand cast using a 356-T6 aluminum alloy and having the following mechanical properties: ·Ultimate Tensile: 35,000 PSI ·Yield Strength: 18,000 PSI ·Elongation: 8% in 2 inches Weevos® General Specifications Arches: All steel arches are ProShield finished and manufactured from 3-1/2" O.D. galvanized tubing with a wall thickness of.120". Steel Arch Mechanical Properties: ·Yield Strength (min): 50,000 PSI ·Tensile Strength (min): 55,000 PSI ·Elongation: 25% in 2 inches ·Modulus of Elasticity: 29.5 x 106 PSI Clamps: All clamps are ProShield finished and, unless otherwise noted, shall be sand cast using a 356-T6 aluminum alloy and having the following mechanical properties: ·Ultimate Tensile: 35,000 PSI ·Yield Strength: 18,000 PSI ·Elongation: 8% in 2 inches Smart Play® General Specifications Each Smart Play structure is unique. Please refer to the individual product installation/specification document for details. Hedra® General Specifications Frames: All Hedra frames are manufactured using 4-1/2" O.D. steel tubing with a wall thickness of .120". After welding, frames are shot blast per SSPC-SS6/NACE 3 commercial blast cleaning and shall be ProShield-finished to a specified color. Perforated Panels: These parts are made from 3/16" thick 5052 H32 aluminum with .313 hole pattern .50 x 60°. Panels are ProShield-finished to a specified color. Infill Panels: These parts made from 1/8" thick 5052 H32 aluminum with a hexagonal hole pattern. Panels are ProShield-finished to a specified color. Forma™ General Specifications Frames: All Forma frames are manufactured from 5" square steel tubing with a wall thickness of .120" and shall be galvanizedafter rolling and shall have both I.D. and the cut ends sprayed with a corrosion resistant coating. Frames are ProShield-finished to a specified color. Frame Caps: Top caps for frames shall be aluminum die cast and ProShield finished to match the frame color. All caps shall be secured in place with 3/8" x 3/8" drive rivets. Peg Caps: Peg caps shall be aluminum die cast and ProShield-finished to match the corresponding frame or bracket color. A provided Cap Wrench is used to snug Peg Cap over hardware. Supports: Forma supports are manufactured from 2" square steel tubing with a wall thickness of .120". Supports areProShield-finished to a specified color. BRIERCLIFF PARKSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L4.08 .HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ART HARDSCAPE -PLAYGROUND -SPECIFICATIONSPRE-ENGINEERED SHADE STRUCTURESSection 143 GENERAL3.1 Related DocumentsA. Drawings and general provisions of the Contract.B. General Conditions and Specifications Sections, apply to this section.3.2 SummaryA. The shade structure manufacturer shall be responsible for the design, engineering, fabrication, and supply of the workspecified herein.B. The intent of this specification is to have only one manufacturer be responsible for the above functions.3.3 Submittals.3.1 Bid Submittals:A. Provide proof of installed reference sites with structures for similar scope of project and installation that are engineeredto Current Building Code specifications. Include in reference list of structure dimensions with install dates and projectlocations.B. Provide a digital sample with a minimum of 6 fabric samples to demonstrate fabric color range, and a minimum of 31powder coat samples to demonstrate steel color range. Also, provide letter of authorization from fabric manufacturer for useof fabric.C. Provide proof of all quality assurance items including;a. ISO 9001 certification. .3.2 Award of Contract SubmittalsA. Provide wet-sealed structural engineering design drawings and calculations. These drawings should include; plans,elevations, details, dimensions, support steel sizing, cables and hardware, interfaces to foundation supports, design loads usedin structural calculations, and foundation reaction loads.B. Provide fabric samples and powder coat colors for final order selection. .3.3 Quality AssuranceFabrication and erection are limited to firms with proven experience in design and construction of fabric shade structures, andsuch firms shall meet or exceed the following minimum requirements:A. Contractor/Installer should have experience in erecting these type of shade structures.B. All manufacturers shall have at least a 15-year experience in design, engineering, manufacture, and erection of shadestructures, with similar scope and a successful construction record of in-service performance and erection of permanent fabricstructures.C. The contractor shall demonstrate that it has a staff of experienced fabric structure installation personnel who will undertakethe installation of each project. .3.4 Project ConditionsA. Field Measurements: Verify layout information for shade structures shown on the drawings in relation to the propertysurvey and existing structures, and verify locations by field measurements prior to construction General contractor shallprovide property survey and required documents..3.5 WarrantyA. The successful bidder shall provide a three (3) years warranty on all labor and materials.B. A supplemental warranty from the manufacturer shall be provided for a period of ten (10) years (pro-rated) on fabricand twenty (20) years on the structural integrity of the steel, from date of substantial completion.C. The warranty shall not deprive the Owner of other rights the Owner may have under the provisions of the ContractDocuments, and will be in addition to, and run concurrent with, other warranties made by the Contractor under requirementsof the Contract Documents. 4 PRODUCTS4.1 General A. The proposed structure(s) shall be manufactured by Skyways, a brand of Landscape Structures Inc., or approved equal,shall be modular and pre-fabricated, and include the structural steel frame, fabric roof, steel cables, all fasteners, andfoundation hardware.B. All modular shade structures shall be palletized and shipped as a pre-fabricated package. This should include structuralframe members, fabric roof, all fasteners, and installation manual. The palletized shipment should have a central pick-point sothat the shipment can safely and easily be unloaded via forklift equipment. C. Installation of the proposed structure(s) shall be performed by an installation contractor that has been certified by themanufacturer with a minimum of 32 hours of training. Installer to provide copy of certification. D. Or approved equal. Substitution requests must be submitted a minimum of ten (10) calendar days prior to bid date. Anyapprovals of substitutions shall be issued by addendum only prior to bid date.E. Alternate suppliers must meet the qualifications and provide proof of certification listed under Section 3.3 - QualityAssurance.F. All shade structures are engineered and designed to meet the following loads, but is also dependent on the geographiclocation of the installation and the local building codes.IBC 200690 mph wind load5 psf snow load IBC 200990 mph wind load5 psf snow load IBC 2012105 mph wind load5psf snow load IBC 2015105 mph wind load5psf snow load 4.2 SteelA. All steel members of the shade structure shall be designed in strict accordance with the requirements of the "American Institute of Steel Construction" (AISC) Specifications. B. All connections shall have a maximum internal sleeving tolerance of 0.0625 inches, using high-tensile strength steelsections, with a minimum sleeve length of 10 inches.C. All hollow not round structural steel members shall be cold-formed, high-strength steel, and comply with ASTM-A500,Grade B or C as required.D. All steel plates shall comply to ASTM A-572, Grade 50 or to ASTM A-36 as required.E. All structural field connections of the shade structure shall be designed and made with high-strength bolted connectionsusing either ASTM A-325, Grade B or SAE J249 Grade 8 as required and indicated on the drawings.F. All stainless steel bolts shall comply with ASTM F-593, Alloy Group 1 or 2.G. All bolt fittings that secure sleeve connections shall include rubber washers for water-tight seals at joints. 4.4 Welding B. All shop-welded connections of the shade structure shall be designed and performed in strict accordance with therequirements of the "American Welding Society" (AWS) Specifications.C. Structural welds shall be made in compliance with the requirements of the "Prequalified" welded joints, where applicable,and by certified welders.D. No onsite or field welding shall be permitted. 4.5 Powder CoatingA. Carbon structural steel tubing preparation prior to powder coating shall be executed in accordance to commercial blastcleaning SSPC-SP6 or NACE #3.B. A commercial blast-cleaned surface, when viewed without magnification, shall be free of all visible oil, grease, dirt, mill scale,rust, coating, oxides, corrosion, as well as other products or foreign material.C. All metal parts and surfaces, except hardware, shall be coated with ProShield finish where a minimum .002" of epoxy zinc richprimer is applied. A minimum .004" of architectural-grade Super Durable polyester TGIC powder is applied. The average ProShieldfilm thickness is .006". D. ProShield is formulated and tested per the following ASTM standards. Each color must meet or exceed the ratings listed below:• Hardness (D3363) rating 2H• Flexibility (D522) pass 1/8" mandrel• Impact (D2794) rating minimum 80 inch-pounds• Salt Fog Resistance (B117 and D1654) 4,000 hours and rating 6 or greater • UV Exposure (G154, 340 bulb) 3,000 hours, rating delta E of 2, and 90 percent gloss retention• Adhesion (D3359, Method B) rating 5E. Manufacturer to provide Hatch Test results to verify finish adhesion. F. Manufacturer to provide in-process quality reports results to verify finish thickness.Manufacturer to provide in-process quality reports results to verify complete cure of the finish. 4.6 Fabric Tension CablesA. All steel cables diameters and types, shall be determined based on calculated engineering load.B. Structural wire rope cables shall conform to the latest revision of ASTM A 603, "Standard specification for zinc-coated steelstructural wire rope".C. Structural strand cables shall conform to the latest revision of ASTM A 586, "Standard specification for zinc-coated parallel andhelical steel wire structural strand".D. Seven wire pre-stressing strand shall conform to the latest revision of ASTM A 416, "Standard specification for uncoated sevenwire stress relieved strand for pre-stressed concrete", and shall be grade 270. 4.7 Fabric Roof Systems A. UV Shade Fabric shall be made of UV-stabilized high-density polyethylene (HDPE). This mesh fabric must be lock stich knit with monofilament and tape yarn. B. Fabric Weight shall be 8.7 Oz/SQFT.C. Fabric shall conform to and pass the ASTM E-84 testing standard, NFPA701 Test Method 1 and 2 standards, and the CSFM1237.1 Title 19 standard.D. Fabric shall have a life expectancy of 12-year minimum with continuous sun exposure.E. Fabric shall have minimal fading after 5 years of continuous exposure to the elements.F. Tensile Strength Warp, 206.82 lbs / Weft, 368.68 lbsG. Elongation Warp, 111.7% / Weft, 58.1% H. Tear Strength Warp, 39.56 lbs / Weft, 53.05 lbsI. Burst Pressure 456 (psi)J. Burst Strength 359.02 lbsK. Fabric shall block a minimum of 88.5% of the UV Spectrum.L. Fabric shall provide a minimum of 58.9% Shade Factor.M. All fabric joints to be prefabricated, no sewing is allowed on site.N. Thread shall be manufactured from 100% expanded polytetrafluoroethylene (PTFE). This mildew-resistant, exterior-approvedthread shall meet or exceed the following:•• Flexible temperature range•• Very low shrinkage factor•• Extremely high strength; durable in outdoor climates•• Resists flex and abrasion of fabric•• Unaffected by cleaning agents, as well as acid rain, mildew, saltwater•• Rot-resistant, and unaffected by most industrial pollutants•• Specially treated for prolonged exposure to the sun•• Lockstitch thread - 1200 Denier or approved equal Chain stitch thread - 1200 Denier or approved equalO. All corners shall be reinforced with extra non-tear fabric and strapping to properly distribute load(s).P. P. The perimeters of the fabric top that contain the cables shall be double lockstitches. 5. EXECUTION5.1 Installation Installations of shade structures shall comply with manufacturer's instructions for assembly, installation, and erection, per approved drawings. A. Concrete work shall be executed in accordance with the latest edition of the American Concrete Building Code, ACI 318.B. Concrete specifications shall comply as per plans, and as follows:a. 28-day strength F'c 3,500psiC. All reinforcement shall conform to ASTM A-615, Grade 60.D. Reinforcing steel shall be detailed, fabricated, and placed in accordance with the latest ACI Detailing Manual, and Manual ofStandard Practice.E. All anchor bolts, to be set in new concrete, shall be ASTM F-1554, Grade 55.F. All anchor bolts shall be hot-dip galvanized if exposed to weather. G. Footings shall be placed in accordance with, and conform to, manufacturer's engineered drawings and specifications. SECTION 32 18 16.3 PLAYGROUND GRASS RESILIENT SURFACING:Playground Grass UltraPART 1 – GENERAL1.1 RELATED DOCUMENTSA. Drawings and general provisions of this contract, including general and supplementary conditions and otherdivision 1 specification sections apply to this section. 1.2 DESCRIPTION OF WORK A. Playground Grass resilient surface systems for surfaces under and around playground equipment including but notlimited to the furnishing and installing of an artificial grass safety surface over a compacted base. Finished productsshall be seamed to provide a resilient, continuous surface over the entirety of the project surface. Work includes alllabor, materials, tools, equipment, and applicable taxes to perform all work and services for the installation of thesurface. 1.3 REFERENCE SPECIFICATIONS AND STANDARDSA. Materials and methods of construction shall comply with the latest provisions of the following standards:I. ASTM F 1292-04: “Standard Specification for Impact Attenuation of Surface Systems Under and A roundPlayground Equipment”.II. ASTM D2859: “Flammability Standard”.III. ASTM F1951-99: “Standard Specification for Determination of Accessibility of Surface Systems Under andAround Playground Equipment.”IV. ANSI/ESD STM97.2-2016: “Standard for the Protection of Electrostatic Discharge Susceptible Items:Footwear/Flooring System-Voltage Measurement in Combination with a Person”V. ASTM D7968: Standard Test Method for Determination of Polyfluorinated (PFAS) Compounds in Soil by Liquid Chromatography Tandem Mass Spectrometry (LC/MS/MS) 1.4 SUBMITTALS No alternate product must be submitted without prior approval packages a minimum of ten (10) days prior to bid date.Submittal packages shall include but not be limited to:A. Laboratory Test Reports: Materials certificates certifying each material item complies with, or exceeds, specifiedrequirements. Certificates of compliance must be signed by materials producer and contractor.B. Product Verification: Delivery slip for each material shipment, including turf and infill material.C. Warranties: Product and maintenance warranties must be provided to owner prior to installation.D. Field test inspection reports and samples for material including Impact Attenuation, Permeability,Flammability, and Electrostatic Discharge.E. Playground Grass Surface Installer Qualifications: A list of ten (10) playground surfacing projects completed with asimilar product within the last five (5) years. List shall include names of project representatives and respectivetelephone numbers. This list shall also contain projects which require the same level of difficulty, e.g., number ofpoles and cutouts, transitions, and other special requirements. These ten (10) projects shall have been contractedand installed by the company bidding the job. 1.5 TESTING OF MATERIALSA. The following are test results from an independent testing laboratory which must also be submitted:I. Impact Attenuation: ASTM 1292-04: Impact attenuation test results will be provided. These test results shall becertified and submitted on the letterhead of an independent testing lab.I mpact attenuation test results shallmeet or exceed Consumer Product Safety CommissionGuidelines for impact attenuation (G-max and Head Injury Criterion “H.I.C.”). Test results must beadministered and evaluated under the same test and these results must be shown for three drops at eachrequired temperature: 32o, 72o, 120o; yield less than 200 G’s and less than 1,000 H.I.C. Only test results fromASTM testing approved laboratories, F8 committee will be acceptable.Approved testing laboratories are TSI and Detroit Testing.II. Permeability: Product shall meet or exceed a coefficient of permeability of 30” per hour.NOTE:From a geotechnical standpoint, the permeability of a material is a measure ofthe velocity at which water will flow through the void spaces or pores under a given hydraulic gradient. Theproduct shall handle a minimum of 20” of rainfall per hour.III. Flammability (PILL test)NOTE:To assure compliance with a, b, and c installation shall be provided by an approved installer, who has atleast five successful installs.IV. Electrostatic Discharge: Product must have ANSI/ESD STM97.2 Electrostatic testing indicating that it is 1,000volts below the 2,000-volt limit for commercial applications with a wide variety of footwear.V. PFAS Within Specified Limits: ASTM D7968: Standard Test Method for Determination of Polyfluorinated(PFAS) Compounds in Soil by Liquid Chromatography Tandem Mass Spectrometry (LC/MS/MS) 1.6 WORKMANSHIP AND QUALITY ASSURANCEA. The artificial grass is to be installed per manufacturer’s specifications.B. All artificial grass and components shall be provided by a single source..7 DELIVERY AND STORAGE OF MATERIALSA. Artificial grass will be delivered in rolls 15’ wide, wrapped in plastic. SafetyFoam Pro™ will be delivered on pallets in aseparate shipment. B. Products will be stored out of sight (as much as possible) and secured to prevent tampering.1.8 GUARANTEE/WARRANTY OF THE MATERIAL AND WORKMANSHIPA. The artificial grass installed under this contract will be warranted for a period of fifteen (15) years for materials andworkmanship and covers the surface for wear through, deterioration and excessive fading/ UV degradation.Vandalism and force majeure will not be covered. Written warranty must be submitted by the installer.B. When defective material or workmanship is discovered which will require repair or replacement, all suchrepair work or replacement work shall be done by the contractor at its own expense afterwritten notification is given of such required repairs. However, if the contractor fails to comply with the requirementsof the above guarantee within reasonable time after notification is given, the repairs will be made by others at thecontractor’s expense.I. Any unsafe conditions that arise shall be secured and maintained by the installer until all required repairs orreplacements have been completed.II. All resurfacing will conform in kind and quality to the specifications set forth in the plans and specificationsand will be free of defects in workmanship and material. PART 2 - PRODUCTS2.1 DESCRIPTION OF SYSTEMResilient safety surface shall be Playground Grass Ultra as manufactured by ForeverLawn Inc. Resilient safety surfaceshall meet all of the following requirements independently and collectively:A. Blades: Primary blades are a slit film polyethylene with anti-microbial agent AlphaSan® integrated into the primaryyarn. A patented anti-static technology must also be integrated into the construction so a s to not allow staticcharge build-up. Secondary blade is a heat textured nylon monofilament. Tufting construction requires dualprimaries in the same row.B. Weight: The product face weight will be 48 ounces. With backing, the total weight of the product will be 103 ounces.C. Tufting: The tufting gauge will be 3/8”, pile height 1 1/2”. Tufting configuration – dual yarn same row setu p.D. Backing: The backing shall be a multi-layered, three parts.I. First single layer (stabilized primary consisting of polyester, fiberglass, and polyurethane). It is 18 picconstruction and 6 ounces.II. Second layer is a minimum 40 ounce urethane layer.III. Third layer is nonwoven, recycled, geotextile fleece.E. Seams: Primary seaming system shall be a micromechanical seam, utilizing hook and loop technology.F. Resilient subsurface padding: SafetyFoam Pad which is a closed cell expanded polypropylene panel.G. Infill: Rubber options include 0.75-1 lbs. of 10/20 or 14/20 crumb rubber granules per square foot. Sand options include 3.75 - 4 lbs. of 12/20 silica sand, Envirofill®, or T°Cool® per square foot. PART 3 - EXECUTION3.1 BASE REQUIREMENTSA. The base shall be angular “down to dust” 3/4” stone, leveled and compacted at a depth of 3” to 4”. 3.2 PREPARATIONA. The perimeter of the area shall be defined with a plastic nailer board, unless an acceptable surface for anchoring the turfcurrently exists. These nailer boards will be secured into concrete or blacktop, or held in place with rebar spikes.B. Cleaning: The entire surface shall be clean and free from any foreign and loose material. 3.3 INSTALLATIONA. SafetyFoam Pro resilient subsurface padding will be laid out in 2’x4’ interlocking panels over the base.B. Artificial Turf: The turf will be rolled out in sections, cut around the poles, and seamed together using themicromechanical seaming system as the primary bond.C. Securing: The turf will be secured around the perimeter. If using nailer boards, 1” staples will be used to securethe turf to the boards. Staples will be placed every 3”. (See edge details) BRIERCLIFF PARKSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L4.09 .HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ART HARDSCAPE -PLAYGROUND -SPECIFICATIONS SECTION 32 18 16.13 PLAYGROUND SAFETY UNDERLAYMENT: SafetyFoam Pro™ PART 1 - GENERAL 1.1 RELATED DOCUMENT A. Drawings and general provisions of this Contract, including General and Supplementary Conditions and other Division 1Specification sections apply to this Section. 1.2 DESCRIPTION OF WORK A. Resilient EPP foam underlayment for surfaces under and around playground equipment. Finished product fits togetherthrough a series of puzzle piece connectors, which join each panel to form a fully connected consistent protective layer.Thickness of the SafetyFoam Pro™ varies depending on required critical fall height. Work includes all labor, materials, tools,equipment, and applicable taxes to perform all work and services for the installation of the sub-surface. 1.3 REFERENCE SPECIFICATIONS AND STANDARDS A. Materials and methods of construction shall comply with the latest provisions of the following standards:I. ASTM F 1292-04:Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment. II. ASTM F1951-99: Standard Specification for Determination of Accessibility of Surface Systems Under and Around PlaygroundEquipment. III. ASTM F1551: Standard Test Methods for Comprehensive Characterization of Synthetic Turf Surfaces and Materials: Part 6:Water Permeability of Synthetic Turf Systems and Permeable Bases. 1.4 SUBMITTALS Any alternate product must be submitted with prior approval packages a minimum of ten (10) days prior to bid date. Submittal packages shall include but not be limited to: A. Laboratory Test Reports: Materials certificates certifying each material item complies with, or exceeds, specifiedrequirements. Certificates of compliance must be signed by materials producer and contractor. B. Product Verification: Delivery slip for each material shipment. C. Warranties: Product and maintenance warranties must be provided to owner prior to installation. D. Field test inspection reports and samples for material including impact attenuation, permeability, and flammability. E. Playground Grass Surface Installer Qualifications: A list of ten (10) playground surfacing projects completed with a similarproduct within the last five (5) years. List shall include names of project representatives and respective telephone numbers. This list shall also contain projects which require the same level of difficulty, e.g. number of poles and cutouts, transitionspieces, and other special requirements. These ten (10) projects shall have been contracted and installed by the companybidding the job. F. Product Substitution Submittals: Contractor shall provide the following material for playground grass material substitution.I.At least one project in excess of 5,000 square feet and completed in the two (2) years. II. Two 1'x1' product samples. III. Product warranty and guarantee from manufacture warranting against all defects for a fifteen (15) year period. IV. A written guarantee from manufacturer for workmanship. V. Impact attenuation (per fall height requirements), permeability, and flammability test results from independent approved and certified testing laboratories. 1.5 TESTING OF MATERIALS A. The following are test results from an independent testing laboratory which must also be submitted:I. Impact Attenuation:ASTM 1292-04: Impact attenuation test results will be provided. These test results shall be certified and submitted on theletterhead of an independent testing lab. Impact attenuation test results shall meet or exceed Consumer Product Safety Commission Guidelines for impact attenuation (G-max and Head Injury Criterion "H.I.C."). Test results must be administeredand evaluated under the same test and these results must be shown for three drops at each required temperature: 32o, 72o,120o; yield less than 200 G's and less than 1,000 H.I.C. Only test results from ASTM testing approved laboratories, F8committee will be acceptable. Approved testing laboratories are TSI and Detroit Testing. II. Permeability: Product shall meet or exceed a coefficient of permeability of 150 gallons per minute per square yard. NOTE: From a geotechnical standpoint, the permeability of a material is a measure of the velocity at which water willflow through the void spaces or pores under a given hydraulic gradient. The product shall handle a minimum of 500 inches of rainfall per hour. 1.6 WORKMANSHIP AND QUALITY ASSURANCE A. The SafetyFoam Pro is to be installed per manufacturer's plans and specifications by manufacturer. B. All underlayment safety panels shall be provided by a single source. 1.7 DELIVERY AND STORAGE OF MATERIALS A. SafetyFoam Pro shall be delivered on pallets wrapped in 1 year UV protected pallet bags and strapped to avoid materials dispersing in high wind conditions. B. Products will be stored out of site (as much as possible) and secured the same to prevent tampering. 1.8 GUARANTEE/WARRANTY OF THE MATERIAL AND WORKMANSHIP A. The safety underlayment SafetyFoam Pro installed under this contract will be warranted for a period of fifteen (15) yearsfor material breakdown. Vandalism and force majeure will not be covered. Written warranty must be submitted by theinstaller. B. When defective material or workmanship is discovered which will require repair or replacement, all such repair work orreplacement work shall be done by the contractor at its own expense after written notification is given of such requiredrepairs. I. Any unsafe conditions that arise shall be secured and maintained by the installer until all required repairs orreplacements have been completed. II. All resurfacing will conform in kind and quality to the specifications set forth in the plans and specifications will be free ofdefects in workmanship and material. PART 2 - PRODUCTS 2.1 DESCRIPTION OF SYSTEM Resilient EPP foam underlayment shall be SafetyFoam Pro as manufactured by ForeverLawn® Inc. The foam underlayment shall meet all of the following requirements independently and collectively: A. Material: Molded Low Density Expanded Polypropylene (EPP) Beads B. Weight: 1.3 # Density C. Connectors: Puzzle piece design PART 3 - EXECUTION 3.1 BASE REQUIREMENTS A. The base shall be cleared, leveled, and compacted. 3.2 PREPARATION A. The perimeter of the area shall be defined with a composite nailer board, unless an acceptable surface for anchoring the turfcurrently exists. These nailer boards will be secured into concrete or blacktop, or held in place with rebar spikes. B. Cleaning: the entire surface shall be clean and free from any foreign and loose material. 3.3 INSTALLATION A. SafetyFoam Pro resilient surfacing: SafetyFoam Pro will be connected in 2' x 4' sections over the stone. HARDSCAPE - RESTROOMAND EQUIPMENT BUILDINGBRIERCLIFF PARKSPEC22100The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440L4.10 .HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ART HARDSCAPE - RESTROOM AND EQUIPMENT BUILDING - SPECIFICATIONS BRIERCLIFF PARKSPEC22100The John R. McAdams Company, Inc. www.mcadamsco.com 4400 State Highway 121, Suite 800 Lewisville, Texas 75056 phone 972. 436. 9712 fax 972. 436. 9715 TBPE: 19762 TBPLS: 10194440L4.11.HITO NSSTE R CCTTESAETSTA IREG 1OF79ETX ERLDR E CAANDSAEPAWARTBRIERCLIFF PARK SPLASHPARK THE CITY OF DENTON, TXRFL MODEL #B202DFST1.FLOOR / FOUNDATION1.1.The floor/foundation for the modular restroom shall be a prefabricated 8-inch thick monolithic 6,000psi concrete matslab shipped integral with the restroom building. The slab reinforcing shall be #3 and #5 grade 60 deformed rebar,placed and tied per the structural engineered drawings continuously throughout. #3 grade 60 vertical rebar for CMUwalls shall be incorporated into the slab reinforcing rebar to a minimum length of 18”, bent to vertical 90 degrees andextended above the concrete slab a minimum of 24”. Unless otherwise noted on plan. Doweling of the vertical CMUreinforcing steel into the mat slab is not permitted. The slab shall be designed to allow relocation of the slab andbuilding intact at any future date with built-in lifting hardware.1.2.Concrete shall cure for a minimum of 7 days before moving and have a minimum 28-day compressive strength of6,000 psi.1.3.The floor/foundation shall contain a concrete encased electrode consisting of 20' of bare copper conductor (No. 4AWG) located near the bottom of the foundation, and encased in a minimum of 2” of concrete. Stub the groundconductor up through the foundation near the panel board location.1.4.Structural engineering drawings shall supercede specifications.2.WALL SYSTEMS2.1.Walls to 7'-4” above finish floor (AFF) shall be hollow load-bearing concrete masonry units and shall conform toUBC Standard 21-4, Grade N, and ASTM C-90. All units shall be medium weight. Wall system to be solid grout filledand to receive steel reinforcement throughout according to structural engineer drawings.2.2.Walls above 7'4” shall be framed with 2x kiln dried, #2 or better, SPF at 16” on center, nominal. Framing to becoated with Techwood 4400 which is a proprietary broad spectrum anti-fungal, mold and termite blend with fireinhibiting chemicals Series 4400, by Chemical Technologies Holding Corporation Techwood 4400 (TW4400) is anapproved product treatment through testing in accordance with ICC-ES Acceptance Criteria demonstrating fullcompliance as stated with an Engineering Services Report. Wall system shall be anchored to block wall with 5/8”diameter all-thread 16” minimum into block.3.INTERIOR FINISHES3.1.Restroom floors to receive one coat H&C Colortop solvent based stain and one coat H&C Colortop ClearshieldSealer.3.2.Chase floor and porches (where applicable) to receive a light broom finish with Insul-X-Sure Step; anti slip acryliclatex coating (color to be grey, unless otherwise noted).3.3.Restroom walls to 7'-4” AFF to be CMU block, standard finish, to receive one coat of prime & fill acrylic block filler,one coat of 100% acrylic primer and two finish coats of 100% block / stucco paint. Color to be White unless otherwisenoted.3.4.Chase walls to 7'-4” AFF to be CMU block, standard finish. To receive one coat of 100% acrylic primer. Color to beGray unless otherwise noted.3.5.Chase walls above 7'-4” to be open framing. To receive one coat of 100% acrylic primer. Color to be Gray unlessotherwise noted.3.6.(Wood Frame Roof) Restroom walls above 7'-4” to be fiber reinforced cement (FRC) panels. Panels to be installedwith factory finish visible. To receive one coat of 100% acrylic primer and two finish coats of 100% acrylic semi-glossenamel paint, unless otherwise noted on plan. Color of paint to be White unless otherwise noted.4.DOORS4.1.Restroom and Chase doors to be 1¾” thick, full-flush, 16-gauge steel face with stiffening ribs. Door jambs shall be16-gauge steel. Doors and jambs to receive one coat of DTM acrylic urethane Gray primer and two coats of DTMacrylic urethane tint base. Owner to make color selection from manufacturer's provided color chart.4.2.Door hardware is as follows (or equal or as per plan):Restroom Doors -Select Products Limited SL2483CLH continuous hinge or equalSchlage B660P deadbolt single user or Schlage B663 classroom deadbolt Multi-userIves 8111-5 Pull handleDorma 8616DST door closerIves 8400, 10” high stainless steel kick plate (push side only)Chase Door -ABH continuous hinge A240 or equalSchlage B660P deadboltIves 8111-5 Pull handleWright Door Retainer chain stopOptional upgrade: Restroom doors to receive electronic door lock system5.ROOF5.1.PUMP ROOM - Roof structure to be 5/8” Techwood 4400 (TW4400) coated OSB over 2x6 or 2x8 kiln dried #2 SPFrafters at 24” on center, nominal, and anchored to exterior walls. Blocking with vent holes between rafters at exteriorwalls. Rafter to ridge connection via hangers.5.2.RESTROOMS - Roof structure to be 2x6 v-joint, tongue and groove, kiln dried #2 or better SPF decking over 4x6kiln dried #2 or better SPF rafters at 48” on center, nominal. Unless otherwise noted on plan.5.3.Roof finish to be Metal Sales Image II or equal 26-gauge standing seam metal panels over 30lb. felt paper or equal.Owner to make color selection from manufacturer's provided color chart.5.4.Rake and fascia to be Windsor 1, ½” thick trim boards (pre primed), with two finish coats of 100% acrylic semi-glossenamel paint. Owner to make color selection from manufacturer's provided color chart (or as otherwise noted on plans).6.EXTERIOR FINISHES6.1.Exterior of block to be split face up to 42” with smooth face block above. To receive one coat of prime & fill acrylicblock filler, one coat of 100% acrylic primer and two finish coats of block / stucco paint (unless otherwise noted onplans). Owner to make color selection from manufacturer's provided color chart.6.2.Exterior finish above 7'-4” to be typically James Hardie Hardiplank® or equal fiber reinforced cement horizontal lapsiding, 7” weather. To receive one coat of 100% acrylic primer and two finish coats of 100% acrylic semi-gloss enamelpaint. Owner to make color selection from manufacturer's provided color chart.7.VENTILATION & INSULATION7.1.Vent screens shall be 1/8” thick 9-gauge expanded ¾”x1¼”, type #304 stainless steel, in a flattened de-burredpattern.7.2.Pump Room to have PTAC A/C unit with heat.7.3.Pump Room to have mechanical forced air ventilation fan.7.4.PUMP ROOM - Roof to receive spray foam insulation. Insulation to be sprayed in between raters or 4” furring stripsdependent on roof decking option chosen. To be sprayed in, allowed to cure and then covered by 3/8” exterior gradeOSB and roof finish. (or as specified on plans).7.5.PUMP ROOM - Walls to receive batt insulation.8.ACCESSORIES AND SIGNAGE8.1.All wall mounted toilet accessories to be installed with stainless steel tamper-resistant screws.8.2.Accessories are as follows (or equal and/or as specified on plans):36” Stainless Steel Grab BarBobrick B6806.3648” Stainless Steel Grab BarBobrick B6806.48Stainless Steel 3-Roll TP holderRoyce Rolls TP-318”x30” Stainless Steel MirrorsBobrick B-1556 1830 or equal8.3.Signage to be in compliance with local, State, and/or ADA regulations for restroom entrances.9.PLUMBING (or equal)9.1.Plumbing drain, waste, and vent piping shall be schedule 40 PVC with solvent welded connections. All ventsthrough the roof shall be cast iron.9.2.Water lines shall be PEX B (standard) Type L copper (upgrade or if necessary due to local code) above ground andType K copper below ground. Water supply in building shall have a built-in valve combo including a pressure-reducingvalve to 80 psi, an in-line 30-micron filter, and two 160 psi pressure gauges.9.3.Incoming water service shall be a 1-1/2” line, 50 gpm and 60psi minimums. If these minimum requirements cannotbe met it may be necessary for Client to install a pressure booster pump.9.4.Each fixture shall be isolated with a ball valve or plumbing fixture flush valve. All flush valves and P-traps shall beconcealed in chase.9.5.Plumbing fixtures shall be stainless steel as follows (or equal):Water ClosetMetcraft 4110HS-HET or Acorn Penal-ware 1675Flush ValveZurn ZH-6152AV-HET or Sloan - Flushometer - 992UrinalMetcraft 7130-17” deep max or Acorn Dura-ware-2162Flush ValveZurn Z-6195AV-EWS-MB or Sloan-Flushometer-995LavatoryMetcraft 5683 or Acorn-1953-ADAMetering FaucetChicago 807-E12-665-5PAB, Krowne 14-544L, or T&S B-0712-VF059.6.A single hose bibb shall be in the plumbing chase and shall be installed with a vacuum breaker, to code. Hose bibbto be Woodford 24 - ¾” or equal.9.7.Floors shall drain to an integral floor drain with trap primers. Floor drains to be MIFAB - 112-T-5-1 w/ 5” B straineror equal.9.8.A commercial grade hose reel with 50' of hose shall be installed in the Chase.9.9.Tankless on demand electric water heater(s) to be located in chase to provide tempered water to the lavatories orother fixtures as needed. Water heater to be Chromite 20L/208-MM or equal and as needed.9.10.Drinking fountain, shall be an ELKAY VRCTL8WSK (optional bottle filler - EZH20 bottle filler), Hi-Lo, ADACompliant, (with cane touch apron as needed).10.ELECTRICAL (or equal)10.1.Building shall have a 125 amp, 120/240V, 1-phase, 3-wire, 30-space, NEMA type 1 load center with snap-inbreakers. Panel to be a Siemens P3030B1125CU or equal.10.2.Restroom lights shall be custom LED light bar at 4.2 Watts per ft (as shown on plans).10.3.Restroom lights to be controlled by manual switch, wired to a motion sensor.10.4.Exterior light(s) shall be RAB BRISK S17L-740 OR BRISK S17L-740/PCU or equal. Color of housing to be DarkBronze.10.5.Exterior light(s) shall be controlled by an Tork 3010 photo cell and Tork E101B time clock or equal.10.6.Chase / Storage light shall be 4' 32 watt light (TCPGPS4UZDA850K).10.7.Each restroom shall receive one high speed, energy efficient, ADA compliant, vandal resistant World Slimdri handdryer with built in automatic activation. Color to be white.10.8.(Optional Upgrade) Building shall receive a proprietary CorWorth Management System (CMS) by RFL. CMS tocontrol water flow, Restroom light timing, and Restroom Door Locks. CMS Unit to be located in the Chase.10.9.Building shall have 5 Leviton 7899W or equal, 20 amp, 125 volt, GFCI duplex receptacle 1 located in chase and 4 inpump room. Color to be White.10.10.Building to be grounded per local code.11.EXTERNAL UTILITY CONNECTIONS11.1 CorWorth will provide underground piping for electrical, sewer, and water extending 6 feet from the slab perimeter.Owner or general contractor shall provide licensed contractors to install manufacturer supplied underground plumbing kit,and make connections between underground plumbing kit stubups to internal plumbing of building located in chase. Owner/ General Contractor shall provide licensed contractors to install manufacturers supplied underground plumbing kit, manufacturer supplied water line, and manufacturer supplied electrical conduit to establish tie in points.11.2 Owner / General Contractor shall be responsible for final connections to utilities.12. FINAL SPECIFICATIONS 12.1 Finalized specifications will be listed on finalized plans.CONTRACTORS SCOPE OF WORKPREFABRICATED RESTROOM/EQUIPMENT ROOM BUILDING:Corworth or approved equal to provide:1.General contractor to provide:a.Bring the subgrade to +/- 1/4” and to geotechnical specifications for backfilland compaction and provide the associated light standard.b.Provide concrete beam and subgrade preparation as per the structuralengineering plans for the foundation.c.Coordination with Kraftsman and Corworth for MEP under the foundation.d.Provide 2” domestic water supply to within 5'-0” of splash pad point ofconnection.e.Provide 8” sanitary sewer connection to within 5'-0” for restroom fixtures.a.Required power to with 5'-0” of the prefab building. Contractor to coordinatewith Denton Municipal Electrical for required load calculations for the entiresite.b.5'-0” sidewalk surrounding the north, west and south sides of the building.1.Corworth or approved equal to provide:a.Shop drawings for city approval for full construction drawings within the limitsscope as defined in the drawings.b.Placement of building on the grade beam foundation.c.All underground and above ground MEP within limits of scope. HARDSCAPE - TRAILWAYFINDINGBRIERCLIFF PARKSPEC22100 L4.12The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ART HARDSCAPE - SITEAMENITIESBRIERCLIFF PARKSPEC22100 L4.13The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTBriercliff Park Sprayground Open Daily 9am - 8pm (1) Non-service animals prohibited; (2) Changing diapers within 6 feet of the water is prohibited; (3) Use of the water feature if ill with a contagious disease is prohibited; (4) Do not drink water from the water feature; and (5) Use of the water feature when ill with diarrhea is prohibited. Texas Administrative Code, Title 25; Chapter 265, Subchapter M In case of malfunction, call (940) 349-7000 NOTICE: BRIERCLIFF PARK - DESIGN/BUILD SUBCONTRACTORS SCOPE OF WORK. HARDSCAPE - LIGHTINGBRIERCLIFF PARKSPEC22100 L4.14The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ART B +0' +0' +6" +1.0' +2' +3' +14"B B 6T APPROXIMATE SWALE CENTERLINE LOCATION SECONDARY PEDESTRIAN PATH (OPTIONAL) PRIMARY PEDESTRIAN PATH HARDSCAPE - SKATE SPOTBRIERCLIFF PARKSPEC22100 L4.15The John R. McAdams Company, Inc.www.mcadamsco.com4400 State Highway 121, Suite 800Lewisville, Texas 75056phone 972. 436. 9712fax 972. 436. 9715TBPE: 19762 TBPLS: 10194440.HI T ON SSTER C CTTESAETST AIREG 1 OF 79 ET X E R LDRE CAANDS A EP A W ARTCONTRACTORS SCOPE OF WORK SKATE SPOT: 1. This is an add alternate. 2.If the add alternate is not accepted, the general contractor is to leave the existing grades as is for the entry sidewalks and skate spot subgrade and delete the associated light standard and irrigation. 3.If the add alternate is accepted: a. General contractor to bring the subgrade to +/- 1” and to geotechnical specifications for backfill and compaction, and provide the associated light standard. b. Skate Parks of America or approved equal to provide: i. Shop drawings for city approval for full construction drawings within the limits scope as defined in the drawings. ii. All backfill for raised event grading and meet geotechnical standards for backfill and compaction iii.All concrete base paving for skate spot and connecting sidewalks as per the concept drawings. iv.All apparatus as per the concept drawings. v. All labor and materials to complete the skate spot within the limits of scope as per the drawings. SITE PLAN NOTES: 1. Skate spot slab to be built up 10" min. from existing grade. 2. Drainage swale to wrap skate spot to route runoff around pad from north. 3. Elevated decks will slope down to existing grade at a 4:1 max slope. See conceptual berms on site plan for reference. 4. Approximate Dimensions: 4.1. Skate spot total area: 3,600 s.f. 4.2. Skate spot pad width: ±40' 4.3. Skate spot pad length: ±109 STATE SCHOOL ROAD(135' R.O.W.)UNICOR N L A K E B O U L E V A R D (65' R.O. W . ) VANNO PARKI N G NO PARKI N G