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HomeMy WebLinkAboutR-4344341.66" MID -RAIL WHERE SPECIFIED FOOTING DEPTH AND DIAMETER (SFF SCHFnIII F) 1 F230 "EYE" TOP 1.66" O.D. TOP & BOTTOM RAIL CHAIN LINK FENCE FABRIC, / CAST POST CA 1 DOMED CAP \ SET SCREW OA TERMINAL POST CAP FINISHED WIRE SIZE AND / MESH AS SPECIFIED 7G TENSION WIRE WHERE SPECIFIED © LINE POST CAP SURFACE AND FINISH GRADE VARIES CONCRETE CURB CONCRETE FOOTING — COMPACTED TOP RAIL "EYE" TOP CAP KNUCKLED TOP & BOTTOM © FABRIC SELVAGE Z O Ln 0 0 SUBGRADE OR TAIL OF TIE = UNDISTURBED SOIL ALWAYS AGAINST POST & LOCKED FOOTII - UNDER AND E (SEE SCHEDULE) DO FABRIC TIE —I I— II 2 F230 1-111-111=1 CHAIN LINK FENCING ELEVATION & SECTION NOT TO SCALE 10' HIGH WITH 10' & 9' 4' HIGH FENCING TYPE 15' NETTING O7 HIGH FENCING FENCING CORNER POST 8.625" OD 4.000" OD 2.875" OD TERMINAL POST 8.625" OD 4.000" OD 2.875" OD LINE POST 4.000" OD 2.875" OD 2.375" OD FOOTING DEPTH 7'-0" 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' FENCING NOTES: 1. ALL FENCING FABRIC SHALL BE 2" MESH NO. 9 GAUGE GALVANIZED STEEL WIRES EXCEPT FOR DESIGNATED SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE GALVANIZED FINISHED STEEL WIRES. 2. ALL POSTS, RAILS, BRACES, POST TOPS, STRETCHER BARS, BANDS, ETC. SHALL BE GALVANIZED. 3. TENSION WIRES AND WIRE TIES SHALL BE GALVANIZED. 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. 7O BALL CONTROL NET SYSTEM POSTS ARE EXISTING AND INTENDED TO REMAIN. 2 CHAIN LINK SCHEDULE F230 % NOT TO SCALE FINISHED GRADE WHERE SPECIFIED .iE 1" ABOVE TOP RAIL© O.D. TOP RAIL (TYP.) CAPOA INAL OR CORNER POSTS ' O.D. SCH.40 STEEL PIPE 3 SPECIFIED) 3H, CHAIN LINK FABRIC, FOR GALVANIZED FENCES), )N BAR (TYP.) TENSION BAR /CLIPS @ 15" O.C. (TYP.) O.D. INTERMEDIATE RAIL ZE APPLICABLE) -IES ALONG TOP, INTERMEDIATE, TOM RAILS @ 18" O.C. (TYP.) )N WIRE (TYP.) O.D. BOTTOM RAIL (TYP.) GRADE TO DRAIN WHERE NO S SPECIFIED CONCRETE FOOTING DEPTH AND DIAMETER 'SEE SCHEDULE) 2 111 :. _ F230 -1IIii=COMPACTED SUBGRADE NOTES: 1. INSTALL KICK PLATE ON ALL GATES WITHIN THE PATH SWINGING GATE � 4" O.D. POST ACCESSIBLE GATE LATCH STRETCHER BAR TRUSS - ROD STRETCHER \ BAR i 4.66" O. D\ RAME (TYP. CHAIN LINK FENCE CHAMFER KICK PLATE BOX AROUND PIPE GATE FRAME, FULL WELD, GALV. AFTER FABRICATION FINISH 12"x48" NOM. x3/16" GALV. KICK GRADE PLATE. 3/16" GALV. STEEL KICK PLATE 4 BOX AND GATE FRAME SUPPORT; III —III III FULL FILET WELDS AT ALL JOINTS AND SURFACE AND MATCH POINTS. PROVIDE (3) 3/16"0 BASE VARIES DRIP HOLES ALONG BOTTOM EDGE. 44 4i° Lj CONCRETE II " FOOTING r2 (TYP.) F230 1 COMPACTED SUBGRADE 4 F230 SINGLE SWING GATE NOT TO SCALE 5 F230 DOUBLE SWING GATE NOT TO SCALE 3/8"X6" GALV. CARRIAGE BOLTS. 2 BOLTS PER BOARD @ ENDS AND CENTER POST. PEEN BOLT ENDS TO PREVENT REMOVAL HAIN LINK ENCE --ING E FOR DEPTH 2 F230 WELD ANGLE IRON TO POST. GRIND ALL WELDS SMOOTH. PAINT WITH 1 1/2"X1/8"X2" 2 COATS GALVACON OR EQUAL. (TYP) ANGLE IRON (TYP) 41 d.a 4.. a a d a ° n 36" d d d 41 G O d 8 a �►� 24" CONCRETE CURBING (TYP) CORNER POST TREATED AND STAINED VINYL CLAD 1" PAD TO COVER STOP BOARDS. SECURELY ATTACH TO STOP BOARDS. Q a d_O 4 a. as a � d Q 6 F230 STOPBOARDS NOT TO SCALE 2X10 PRESSURE TREATED DOUGLAS FIR S4S. INSTALL BOARDS BUTTED TOGETHER WITHOUT GAPS. 4 POST W/CAP O O O O O O O O O O O O O O O O O O O O O O a a d a 36" ° d d 8 as 24" CONCRETE CURB (TYP) a d d a a a a d 0 4 a. d n d a Lj a REAR ELEVATION a d � 36" d d � e O d 24" CONCRETE CURBING (TYP) 2X10 PRESSURE TREATED DOUGLAS FIR S4S. INSTALL BOARDS BUTTED TOGETHER WITHOUT GAPS. 4 POST W/CAP — — — O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O d O 4 a 1" CLEAR a a ° 36" 4 d 4. d 41 H a a 24" 4 FRONT ELEVATION a ° a FOOTING DEPTH AND DIAMETER a (SEE SCHEDULE) 2 41 F230 a WELD ANGLE IRON TO POST GRIND ALL WELDS SMOOTH. PAINT ANGLE WITH 2 COATS GALVACON OR EQUAL. (TYP) $" X 6" GALV. CARRIAGE BO LTS. 2 BOLTS PER BOARD @ ENDS AND CENTER POST. PEEN BOLT ENDS TO PREVENT REMOVAL FOOTING DEPTH AND DIAMETER (SEE SCHEDULE) a 2 da F230 Q R-434434 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/24/2025 ' r of AS �� Z I H O G A N D.A. Hogan &Associates, inc. Fc,sTER° 1450 114th Ave. SE, Suite 225 SIGNAL E��\ WA 98004 206-285-0400 CIVIL CONSTRUCTION PERMIT 2/21/25 SURVEYED: SCALE: NTS VERTICAL: �� 1988 HORIZONTAL: NAD 1983/1991 DATU V CITY OF � RENTON Plonning/Building/Public Works Dept. LINDBERGH HIGH SCHOOL FIELD IMPROVEMENTS FENCING DETAILS DATE: 21 FEB 2025 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 14 25 DESIGNED: EJG CIVIL CONSTRUCTION PERMIT RESUBMITTAL 6/4/25 FlELDBOOK: PEE: DRAWN: LRB ONE INCH DRAWING N0: F230 CHECKED: EJG AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLYBellevue, N0. REVISION BY DATE APPR APPROVED:EJG SHEET:34 OF: O CD LO N 00 CD C) C) 1 N Q J