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1 2 <br />CHAIN LINK FENCE FABRIC <br />(BLACK VINYL) <br />TOP RAIL <br />3" O.D. TERMINAL POST BOTTOM RAIL 2Y2" O.D. <br />10' MAX. � LINE POST. <br />TENSION BAR <br />4' <br />TENSION BANDS SPACE 2-3" <br />A 15" APART MAXIMUM <br />5' ______ 4'-6" <br />F1 I M <br />if <br />_ —III—III—III—III—III III —III —III —III —II <br />1 I I III1 I I1 I I1 I I1 I I1 I1 I I1 I I1 � 11 � I <br />MN12"OX5' CONCRETE L NOTE: FENCES WITHOUT MAINTENANCE <br />FOOTING (TYPICAL) STRIP SHOULD UTILIZE TENSION WIRE IN <br />LIEU OF BOTTOM RAIL. <br />1 FENCE DETAIL <br />C6O2 NOT TO SCALE <br />a <br />0 <br />U <br />B <br />C <br />0 <br />F <br />TENSI( <br />MAXII <br />u <br />FOOTING (TYPICAL) <br />SOFTBALL FIELD CHAIN —LINK <br />2 FENCE DETAIL <br />PROVIDE CROSS BRACING <br />FOR GATES AS RECOMMENDED <br />BY MANUFACTURER <br />NOT TO SCALE <br />CHAIN LINK FENCE FABRIC <br />(BLACK VINYL) <br />ALL JOINTS SHALL BE <br />WELDED TO PROVIDE A <br />RIGID FRAME <br />4' <br />r— 3" O.D. FENCE POST <br />! Me I! ! wmm <br />"' <br />III —I l l a III —III —III —III —III —III o I I I <br />III1 I I III —III —III —III —III —III —I I I —III: <br />_ III—IIIIIIIIIIII—III -III <br />III=III=1I1=1I1=1I1=1II=� II=1II <br />= 1= III=III=III=III=III=III= =III= <br />12" DIA. X 5' CONCRETE <br />FOOTING (TYPICAL) <br />@@ SINGLE GATE DETAIL <br />NOT TO SCALE <br />co <br />N <br />aQ . <br />0 <br />3 4 <br />.5 -U <br />EXPN MTL @ WALKS <br />(SEE PLAN) <br />L8x6xl/2xO'-5" LONG <br />, n o <br />GATE OVER ROAD ELEV. <br />5 <br />L8x6x1/2xO'-5" LONG <br />(TOP & BOTTOM) 1-1/16" HOLE <br />WELD 1"� ROD W/LOCKING <br />DEVICE AT BOTTOM <br />F r _ <br />L L <br />1"� ROD W/1" NUT & <br />WASHER WELDED TO <br />HSS 6x6x1/2 TOP. 3"THREADS AND <br />4" 2 1/2" 3 WASHERS & NUT <br />AT BOTTOM <br />GATE HINGE <br />HSS 3x3x5/16 POST HSS 2x3xl/4 <br />FILLED W/CONCRETE RECTANGULAR <br />(2 PLACES) TYP TUBE FRAME (TYP) <br />L3x3x5/16x0-21/2 LONG. <br />L5x5x5/16xO'-2 1/2" LONG. LOCKING ANGLE <br />GATE END SUPPORT. WELD TO HSS 2x3xl/4 <br />FIELD WELD DRILL 1" HOLE FOR LOCK <br />TO HSS 3x3 <br />As a <br />36" DIA. CONCRETE <br />FOOTING (MIN. 4,300 PSI) L5x5x5/16xO'-2 1/2" LONG. <br />GATE END SUPPORT. <br />FIELD WELD <br />TO HSS 3x3 <br />DRILL 1" HOLE FOR LOCK <br />a: <br />HSS 3x3x5/16 POST <br />FILLED W/CONCRETE <br />GATE KEEPER ELEV. (2 PLACES) TYP <br />GATE KEEPER (SIDE VIEW) <br />NOTES: <br />1. ADJUST HEIGHT AS NECESSARY TO EQUALIZE GRADE DIFF. EDGES. <br />2. PROVIDE SHOP DRAWINGS OF GATE, HINGE POST KEEPER. <br />3. GATE TO RECEIVE 2 COATS PRIMER, 2 COATS FINISH, COLOR TO BE BLACK, MATCHING <br />OTHER GATES AT THE SITE. <br />4. ALL STEEL TUBING SHALL BE HOT FORMED MEETING ASTM A500, GRADE B (fy=46,000 psi) <br />5. ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (fy=36,000 psi) <br />VEHICULAR TRAFFIC GATE <br />ALL FENCE RAIL <br />TO BE 1 $" O.D. <br />NOT TO SCALE <br />9 GAUGE ALUMINUM COATED MESH ABOVE 10' IN HEIGHT <br />4" O.D. SS40 <br />FENCE POSTS <br />MW <br />no <br />CO <br />� <br />a <br />6 GAUGE ALUMINUM MESH <br />NEW AG -LIME UP TO 1O' IN HEIGHT <br />6 <br />INTERLOCKING BOARDS SECTION DETAIL <br />18-0" • FACE TO <br />6" POST SI. <br />12'-0-0" • POST LEI <br />)TES: <br />SPECII=ICATI <br />FOOTI iO WI <br />USLOITTED BY. SUBMITTED TO: MIV"A►CY SERIES - DOUBLE SWING GATE LLIV I IVS.I L T <br />,ARCHITECT <br />J0:19ROJECT <br />ENGINEER <br />7 <br />18'-0" <br />"B" FACE TO FACE <br />el." 1'"611u ■ xVPU <br />NOTES: <br />1. FIELD VERIFY GATE DIMENSIONS PRIOR TO ORDERING MATERIALS. <br />TRASH ENCLOSURE GATE <br />INTERLOCKING BOARDS SECTION DETAIL <br />13181 x I I12* <br />u-CHANNEL RAIL- <br />NOM HEIGHT (A) <br />�r <br />fir <br />6' GALVANIZED STEEL <br />1NTERLOCKING BOARDS <br />$0. POST `G' <br />INDUSTRIAL DRIVE <br />RIVET <br />NOT TO SCALE <br />NOMINAL CENTER TO CENTER IKON WORLD <br />F--- — — <br />7 — <br />FACE TO FACE <br />L BRACKET <br />(3) DRAIN <br />HOLES IN <br />BOTTOM RAIL <br />" NOM SECTION LENGTH <br />POST SIZE ____ GAUGE 1 <br />POST LENGTH <br />FACE TO FACE OF POSTS LT <br />FENCE SECTION SPECIFICATIONS <br />TES: <br />SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER- <br />F407ING WIDTH TO BE (4) X POST WIDTH, <br />AFFFr;o l}v; 5uamrrTEQTO= PRIVACY 1= ENCI CONTRACTOR <br />8' SECTIONS <br />ARCHITECT <br />d�arimWECT <br />EHCagJEER <br />@@ 8' PRIVACY FENCE <br />NOT TO SCALE <br />6" THICK x 18" WIDE <br />CONCRETE <br />6" CLASS 5 BASE <br />AGGREGATE <br />APPROVED <br />SUBGRADE SOIL <br />CONCRETE MAINTENANCE STRIP <br />NOT TO SCALE <br />IRONUVORL❑ FENCING.COM <br />owo rao. <br />IWF 0000 <br />8 <br />A;, <br />IRONWORLD FENCING.COM <br />OWO NO. <br />WF1000 <br />NEW ELEMENTARY <br />SCHOOL <br />15198 Forest Boulevard <br />Hugo, Minnesota 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Ave <br />White Bear Lake, Minnesota 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />I KRAUS—ANDERSON® <br />501 South Eighth Street <br />Minneapolis, MN 55404 <br />krausanderson.com 1 612 332 7281 <br />Larson <br />Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />@ 2020 Larson Engineering, Inc. All rights reserved. <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />Matt Woodruff, P.E. <br />Date: 11.20.2020 Lic. No.: 41885 <br />Revisions <br />Description <br />Date <br />Num <br />Addendum #2 <br />December10,2020 <br />1 <br />Pond Revisions <br />January 15, 2021 <br />2 <br />City Submittal <br />February 5, 2021 <br />Comm: 12196195 <br />Date: 11.20.2020 <br />Drawn: KBK <br />Check: MJW North <br />DETAILS <br />Scale: Per Plan <br />C602 <br />SOFTBALL FIELD <br />BACKSTOP DETAIL <br />NOT TO SCALE <br />0 <br />1 <br />0 <br />