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HomeMy WebLinkAboutR-4238855 4 I 2 00 (V i O i Lu u 0 A (_2INFILLED SYNTHETIC lllF! TURF (TYP.) 1 F250 FINISH GRADE INFILL MATERIAL TO BE FLUSH WITH TOP OF CONCRETE CURB STAPLE AS REQUIRED TO ANCHOR TURF SYNTHETIC TURF EDGE ANCHOR EDGE ANCHOR AT CONCRETE CURB NOT TO SCALE r2__'� INFILLED SYNTHETIC F210 TURF (TYP.) 2 F250 3 F250 FINISH GRADE 3 SYNTHETIC TURF F250 EDGE ANCHOR -12"0 - INFILL DEPTH a ° a a ° °Q a 24" a I ° ° a ° 5 6" DEPTH CONCRETE PAVING F210 INSTALL WITH 6X6-9 GAUGE WELDED WIRE MESH SYNTHETIC TURF FIELD THICKENED CONCRETE EDGE STAPLE AS REQUIRED TO ANCHOR TURF C, o O D u b 0 ue� 12"x6" THICKENED EDGE AROUND ENTIRE PERIMETER OF CONCRETE PAD EDGE ANCHOR AT CONCRETE THICKENED EDGE NOT TO SCALE WEDGE ANCHOR POWER LOAD/ RAM —SET SYNTHETIC TURF EDGE ANCHOR -NOTE NOT TO SCALE CHAINLINK 1 FENCE F240 CONCRETE 3 CURB F210 CONCRETE CURB TO BE FLUSH WITH ADJACENT SURFACE ADJACENT SURFACE MAY VARY _ FINISH GRADE INFILL MATERIAL TO BE FLUSH WITH TOP OF THICKENED CONCRETE EDGE (2) #4 CONTINUOUS FENCE POST FOOTING NOTE: ALTERNATE TOOLED JOINTS AND EXPANSION JOINTS 10' O.C. a I a 6„ b, '7 NOTES: 1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH POWER —LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN ESTABLISHING THE PROPER LINE AND GRADE. THIS TEMPORARY HARDWARE MAY REMAIN AFTER FINAL INSTALLATION. 2. THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL POWER —LOAD DRIVEN OR RAM —SET CONCRETE ANCHOR NAILS, MINIMUM SHANK DIAMETER 5/32", MINIMUM HEAD/WASHER DIAMETER 3/8", SUFFICIENT LENGTH TO INSURE A MINIMUM 2" EMBEDMENT. INDIVIDUAL ANCHORS SHALL DEVELOP A MINIMUM 450LB SHEAR, 350LB TENSION IN 4,000PSI CONCRETE AT 2" EMBEDMENT. 3. ONCE INITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE SPECIFIED RAM —SET OR POWER —LOAD DRIVEN CONCRETE ANCHORING NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS PRINTED INSTRUCTION AND THE SPECIFIED SPACING. 4. WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30" O.C. MAX., 4-6" FROM ENDS. 5. MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION DEPTH OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE ANCHOR SUPPLIER, WHICHEVER IS GREATER. HORIZONTAL SPACING: NO GREATER THAN 21 " ON CENTER AND 6" FROM END OF ANY LENGTH OF LUMBER. STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE MIDDLE ONE—HALF THE FACE OF THE RECYCLED EDGE ANCHOR. 21" 21" 21" f (TYP) �f (TYP) �f (TYP) 6" UPPER 25% I — — — — — — — — — — — — — — — — — — — MIDDLE 50% LOWER 25% GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER 1 DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING IF NJanders 05/10/2023 toil ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE SITE DETAILS R-423884 F250 DA HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM