Loading...
HomeMy WebLinkAboutR-4238834 .�7 2 I 1 C B A 1.66" MID -RAIL WHERE SPECIFIED 2 FOOTING DEPTH AND DIAMETER F240 "EYE" TOP 1.66" O.D. TOP & BOTTOM RAIL CHAIN LINK FENCE FABRIC, FINISHED WIRE SIZE AND MESH AS SPECIFIED 7G TENSION WIRE WHERE SPECIFIED SURFACE AND FINISH GRADE VARIES CONCRETE CURB CONCRETE FOOTING CAST DOMED /k CAP I \ SET SCREW (Z)TERMINAL POST CAP TOP RAI L / "EYE" TOP CAP ©LINE POST CAP KNUCKLED TOP & BOTTOM © FABRIC SELVAGE (SEE SCHEDULE) =III= TAIL OF TIE III —I 1= ALWAYS III AGAINST r —111= a IIIIII� POST & POST LOCKED FOOTIN =1 I El UNDER 2 AND C......_. _.. » IIIIIIIIIIIIIIII III=III= 4 = 1= 11=1 I M I I F240 II COMPACTED SUBGRADE (SEE SCHEDULE) a OR UNDISTURBED SOIL DO FABRIC TIE III 1 =111 llh= CHAINLINK FENCING ELEVATION & SECTION -11-III-III-iI F240 / NOT TO SCALE FENCING TYPE 10' HIGH WITH 10' HIGH 4HIGH 15' NETTING FENCING FENCING CORNER POST PIPE 8 X-STRONG PIPE 4 STD 2.875" OD TERMINAL POST PIPE 8 X-STRONG PIPE 4 STD 2.875" OD LINE POST PIPE 8 STD PIPE 4 STD 2.375" OD FOOTING DEPTH 7'-0'$ [5'-6$'] 60" 24" FOOTING DIAMETER 30" 12" 12" TOP RAIL HT. 10' 10' 4' INTERMEDIATE RAIL HTS. 5' 5' - - - BOTTOM RAIL HT 1,> 1,> 1„ TENSION WIRE HTS. 2' 2' 2' 2 CHAINLINK SCHEDULE F240 NOT TO SCALE KAIKI i:)'—n"n r CI FOOTIN 2 N AND [ F240 (SEE S 3 SINGLE SWING GATE F240j NOT TO SCALE FINISHED GRADE WHERE SPECIFIED 3 F210 FENCING NOTES: 1. ALL FENCING FABRIC SHALL BE 2" MESH NO. 9 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING EXCEPT FOR DESIGNATED SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING. 2. ALL POSTS, RAILS, BRACES, POST TOPS, STRETCHER BARS, BANDS, ETC. SHALL BE PAINTED BLACK. 3. TENSION WIRES AND WIRE TIES SHALL INCLUDE A BLACK VINYL COATING. 4. MAXIMUM POST SPACING: 10' ON CENTER. 5. ALIGN POSTS SO THAT FENCE FABRIC IS INSTALLED IN A CONTINUOUS, STRAIGHT LINE, REGARDLESS OF FENCE POST DIAMETER 6. ALL POSTS SHALL BE ASTM A53, GRADE B, SCHEDULE 40 UNLESS NOTED OTHERWISE. 7. [X'-X"] INDICATES FOOTING DEPTH FOR LINE POST. 2-7/8"O.D. TERMINAL, CORNER OR GATE POSTS (TYP.) 9-GA. ALUM. WIRE TIES © 12" O.C. \ (FOR GALV. FENCING) OR 8-GA. WITH 9-GA. CORE WIRE (FOR COLOR COATED FENCING TYP.) 'BULLDOG INDUSTRIAL' OR BOX HINGES FOR 6" ADD LARGER POSTS (2 PER LEAF TYP.) 3/8" TRUSS ROD DIAGONAL BRACES (TYP.) 1-5/8"O.D. MIDDLE RAIL (TYP.) HEAVY DUTY LOCKABLE GATE LATCH (TYP.) TENSION BAR BANDS/CLIPS © 12' O.C. (TYP.) 5/8" TENSION BAR (TYP.) TENSION WIRE (TYP.) FABRIC ® 1-1/2" (MAX.) ABOVE FINISHED GRADE ® GATE AND FENCING (TYP.) 1-5/8"O.D. BOTTOM RAIL (TYP.) LVAGE 1 " ABOVE TOP RAIL -5/8" O.D. TOP RAIL (TYP.) DST CAP OA RMINAL OR CORNER POSTS -7/8" O.D. SCH.40 STEEL PIPE )R AS SPECIFIED) MESH, CHAIN LINK FABRIC, GA. (FOR GALVANIZED FENCES), NSION BAR (TYP.) TENSION BAR NDS/CLIPS @ 15" O.C. (TYP.) -5/8" O.D. INTERMEDIATE RAIL lHERE APPLICABLE) GA. TIES ALONG TOP, INTERMEDIATE, & )TTOM RAILS @ 18" O.C. (TYP.) NSION WIRE (TYP.) -5/8" O.D. BOTTOM RAIL (TYP.) DISH GRADE OPE TO DRAIN WHERE CURB IS SPECIFIED _-ONCRETE FOOTING r2 DEPTH AND DIAMETER (SEE SCHEDULE) F240 III II COMPACTED SUBGRADE VARIANCE FOR FENCE HEIGHT TO BE SUBMITTED AT A LATER DATE. N 0 1 0 6 WIND SCREEN F240 NOT TO SCALE LD BALL CONTROL NETTING 1 1 CHAIN LINK OVER 10' HT. CHAIN ... F241 F240 FENCE LINK FENCE 1 0' ..... ............. ........... F240 / NOT TO SCALE A SWINGING GATES W/ LOCKING FULCRUM LATCH f 5 DOUBLE SWING GATE F240 j NOT TO SCALE U. RAly ROE =VE 1 F7" n n 40.00' - 52.00' - 4" O.D. POST CHAIN LINK FENCE NCING 2 ­) E FOR DEPTH F240 �� CHAIN LINK FENCE GATE POST FULCRUM LATCH 8 1 GATE LATCH 15" O.C. GROMMET AND ZIP TIE INCLUDE MIDDLE SELVAGE HOLD ALL SCREENS 12" UP FROM FINISHED GRADE TERMINATE AT TENSION BAND AT POST F240 NOT TO SCALE - DOUBLE WHEEL OUTSIDE OF ENCLOSURE TOP RAIL O O onl I IAI/- l-ATC ROI I ING GATF GROMMET 'ROMMET GROMMET E FRAME GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I 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 Hnanders 05/10/2023 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G J7nGG O a�l 111b1� s LJ LJ \ tiN �o FX P . SEAL _OCKING -ATCH CRUM SEATTLE AT ROLLING GATE PIPE TRUCK 1 F240 SOUNDERS FC 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 FENCING DETAILS 23882 BAN F240 © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM