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■a <br />1-0 <br />— — — — --1 <br />VAN ACCE551BLE <br />DETAIL 7, 5HEET CO3.2 <br />� 81KE RACK SCALE: I' = 5' <br />/1 rf-AV AMA ❑CI /GA CI CV <br />COMPACTED 5UBGRADE TO100% <br />SECTION A -A <br />0 <br />6.00, <br />e <br />e <br />--e <br />e' - <br />. <br />o <br />e <br />d e <br />e' <br />a <br />a <br />a <br />d <br />e a <br />.e <br />a <br />d <br />e. <br />a - <br />ua. <br />.e <br />d <br />3 TRANSFORMER P'A�E: I' = 5' <br />X �fl.z' <br />n <br />6' CONC. 4000 P51, 650 FLEX <br />NOTE: CONTRACTOR TO COORDINATE <br />ACTUAL 51ZE OF PAD WITH UTILITY <br />COMPANY PRIOR TO CON5TRUCTION. <br />1.) 1/2' X 3 3/4' EXPANSION ANCHOR BOLTS <br />PROVIDED FOR OPTION S-2_ <br />SCALE : NONE <br />DATE DIZINN : 2112A <br />DuMor, inc. �:;or ;19116 <br />P.O. Box 142 Ni[fEutown, PA 17059-0142 REV. BY : ESS <br />TIIIL.E : <br />BIKE RACK <br />E <br />to. °RAGING <br />D NUMBER 125 SERIES SHEFr <br />C <br />Q <br />INSTALLATION FOR SURFACE MOUNT <br />STEP 1; <br />USE 1 - PC. BIKE LOOP, SURFACE MOUNT (2) <br />2 - PCS. 3/0' THK SURFACE MOUNT PLATE ( 3) <br />INSTALLATIONR <br />TION FOR SLB FLOOR <br />2 -PCS. 10 GA X 8' DIA ANCHOR PLATE COVER (1) <br />SAME SURFACE MOUNT R DO NOT USE <br />2 - PCS. 5/8 X 1 1 /2 SS FLT SKT HD CAP SCREW { 4 } <br />10 GA X 8' DIA ANCHOR PLATE COVER. <br />SLIDE 10 GA X 8' DIA ANCHOR COVER ( 1 ) OVER BIKE LOOP, <br />SURFACE MOUNT ( 2 ) LEGS. ATTACH 3/8- THK. SURFACE <br />MOUNT PLATE ( 3 ) TO BKE LOOP, SURFACE MOUNT ( 3 ) USING <br />nEm <br />cm <br />wwT No <br />oTSfAl aw <br />HARDWARE ( 4 ). <br />1 <br />2 <br />D-123-04 <br />wok X 8' an COYLR W 3 i 0' OM NOIE <br />2 <br />1 <br />0-125- 2 <br />-Fax LOOP on ma FOR SURF NT <br />STEP 2 <br />ANCHOR ACCORDINGLY. <br />3 <br />2 <br />0-03-0 w <br />311r THK SURACE NOUNr PLATE <br />4 <br />2 <br />1-12-102 <br />51fr X 1 1)2' ss Fu Xr No CAP SCR <br />• <br />SCALE - NONE <br />TrrLf` <br />BIKE <br />RACK ASSEMBLY <br />DATE DRAM :2/12199 <br />u M o r inc. <br />° <br />R� <br />s <br />BIN <br />ftW REV. c 12,/19 <br />p <br />125 SERIES <br />s OF 2 <br />P.O. Box 142 XMntown, PA 17059-0142 <br />REV BY : ESS <br />CONCRETE DOME <br />TO DRAIN <br />CONCRETE <br />FILLED fi NOM <br />0 STD WT SCH <br />40 STL PIPE <br />SLOPE TO DRAIN <br />N GRADE <br />CONCRETE <br />6" -IN 18.. <br />MIN <br />NOTES; <br />1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD <br />SHALL BE AS SHOWN ON THE DRAWINGS OR AS <br />DIRECTED IN THE FIELD. <br />2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH <br />SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. <br />BOLLARD CONCRETE FILLED <br />NTS <br />��� CITY OF ZEPHYRHILLS DECEMBER2Q45 <br />STANDARD DETAILS <br />i CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39025 ALSTON AVENUE ZEPHYRHILLS„ FLORIDA 33542 G=10 <br />PHONE (813)780-0029 FAX (813)780-0613. <br />2 BOLLARD NTS <br />ingenium <br />PLANNING & ENGINEERING <br />14499 N DALE MABRY HWY <br />5UITE 250 <br />TAMPA, FL 33618 <br />813.387.0064 <br />STATE OF FLORIDA <br />AUTHORIZATION NUMBER <br />8370 <br />PLAN5 PREPARED BY INGENIUM <br />ENTERPRISES FORMERLY GRIMAIL <br />CRAWFORD <br />CLIENT: <br />MCCON BUILDING CORP. <br />105q CIRCLE DRIVE <br />HIGHLAND, WI 535A3 <br />PHONE: 608.929.7737 <br />THE CIVIL ENGINEER REGULARLY UPDATES <br />ELECTRONIC FILES DURING THE DEVELOPMENT OF A <br />PROJECT. AS A RESULT, THE DATA INCLUDED IN ANY <br />CAD FILE OR DRAWING PRIOR TO ITS FINAL RELEASE <br />DOES NOT NECESSARILY REFLECT THE COMPLETE <br />SCOPE OR CONTENT AS DEFINED IN THE CONTRACT. <br />THE CONTENTS IN THESE FILES MAY THEREFORE BE <br />PRELIMINARY, INCOMPLETE WORK IN PROGRESS, AND <br />SUBJECT TO CHANGE. FURTHERMORE, THE <br />INFORMATION CONTAINED HEREIN 15 THE EXCLUSIVE <br />PROPERTY OF THE CIVIL ENGINEER. THE ORIGINAL <br />IDEAS REPRESENTED HERE BY THIS INFORMATION <br />SHALL NOT BE USED, ALTERED, OR REPRODUCED IN <br />ANT MANNER WITHOUT THE EXPRESSED WRITTEN <br />CONSENT OF THE CIVIL ENGINEER. THESE PLANS ARE <br />SUBJECT TO FEDERAL COPYRIGHT LAWS; ANY USE OF <br />SAME WITHOUT EXPRESSED WRITTEN PERM155IGN OF <br />THE CIVIL ENGINEER 15 PROHIBITED. <br />PROJ # <br />170061 <br />DWG NAME <br />170061 CO3.DWG <br />155UE DATE <br />09/07/2017 <br />PROJ MGR <br />JP <br />HAADWAPIE DETAILS III <br />CO3,4 <br />5HEET NUMBER <br />- 11 - 11 11 1Tf- I11 1 1 1 1 n ; IL-frl I. 1. T---1-F' F-r- - ; <br />