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I _L I' II I I I <br />0- <br />3 <br />m <br />E <br />0) <br />M <br />0 <br />0 <br />N <br />r <br />T <br />(6 <br />c <br />0 <br />N <br />c <br />L <br />a <br />O <br />N <br />LO <br />U <br />ti <br />0 <br />0 <br />0 <br />d- <br />M <br />N <br />E <br />M <br />c <br />N <br />LL <br />I�] <br />0 <br />7 <br />6 <br />5 4 <br />3 <br />2 <br />EDGE OF CONNECTING ROAD/DRIVE <br />1 <br />R1-1 <br />o <br />PRELIMINARY <br />6"0 HOT DIPPED GALVANIZED <br />18" X 18" <br />STO <br />z <br />NOT FOR CONSTRUCTION <br />STEEL POST FILLED WITH 3,000 (MIN.) <br />24" X 24" <br />o <br />EDGE OF <br />CONCRETE & PAINTED YELLOW <br />30" X 30" <br />z <br />VARIES PAVEMENT <br />LU <br />THIS DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, <br />36" X 36" <br />� <br />COMMENT AND INTERPRETATION BY THE PUBLIC AGENCY. FURTHERMORE, THIS DOCUMEI <br />48 X 481 <br />MAY SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES <br />M <br />THE PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND <br />MODIFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVA' <br />c 1 BOLLARD 6 INCH DETAIL <br />DETAIL NOT TO SCALE <br />TENSION BAND (15" <br />O.C. MAX. AND WITHIN <br />C4" FROM TOP AND <br />BOTTOM OF FABRIC) <br />0 DRAIN <br />3,000 P.S.I. CONCRETE <br />(MIN.) <br />NOTES: <br />1. IN AREAS OF CONGESTED <br />UNDERGROUND UTILITIES, <br />ESPECIALLY ELECTRICAL <br />CONDUITS, INSTALLER WILL <br />EXCAVATE CAREFULLY AND <br />ADJUST DEPTH ACCORDINGLY <br />TO AVOID CONFLICT. <br />2' <br />FABRIC <br />CARRIAGE BOLT <br />Omt <br />TENSION BAR <br />LIY lllJl 1 3AR TO <br />ENGATE EACH <br />FABRIC LINK <br />BARBED WIRE OR <br />TENSION WIRE <br />END OR GATE POST DETAIL TENSION BAND DETAIL <br />STEEL <br />POST SCHEDULE <br />MINIMUM OUTSIDE DIMENSIONS (NOMINAL) <br />USE AND SECTION <br />FABRIC 72" TO 96" <br />FABRIC OVER 96" <br />CORNER, END & PULL POSTS <br />2.875" O.D. <br />4.00" O.D. <br />TUBULAR - ROUND <br />LINE POSTS <br />2,375" O.D. <br />2.875" O.D. <br />TUBULAR - ROUND <br />TOP, BOTTOM & BRACE RAILS <br />1.66" O.D. <br />TUBULAR - ROUND <br />B 1 CHAIN -LINK FENCING DETAIL <br />DETAIL NOT TO SCALE <br />BTAnrn Tnn nr nl Inn <br />R10 <br />CONCRETE CURB <br />AND GUTTER <br />TAPER GUTTEI <br />I ILn VLI\ VVI\U <br />Al CURB TRANSITION DETAIL <br />DETAIL NOT TO SCALE <br />G RCPI #3 <br />E RCPI #2 <br />D RCPI <br />B CIVIL PERMIT ISSUE <br />REV. REVISION DESCRIPTION <br />8 <br />L <br />P( <br />NOTES: I —III— I —I I —III —III —I <br />1. SET POSTS IN CONCRETE TO A MINIMUM DEPTH OF 3-0". USE A U-TYPE FLANGED <br />STEEL SECTION FOR SIGN POSTS. <br />2. FOR FURTHER INFORMATION REFER TO THE LATEST EDITION OF THE MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS BY U.S. <br />DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. <br />3. SIGNS ARE TO BE MOUNTED AT A STANDARD HEIGHT OF 6' FROM GROUND TO <br />BOTTOM OF SIGN. <br />C2 STOP SIGN DETAIL <br />DETAIL I NOT TO SCALE <br />_rnn TChiclin AI 11111mC /TV❑ 1 <br />;T <br />N <br />�24" WHITE THERMOPLASTIC STOP BAR <br />NOTES: <br />4" DOUBLE YELLOW THERMOPLASIC STRIPES 1. 6' UNLESS OTHERWISE <br />ti <br />CALLED FOR ON PLANS <br />CENTERLINE OF DRIVEWAY OR ENTRANCE <br />C3 STOP BAR DETAIL <br />PLAIN PIN <br />RIVETED FLUSH (TYP.) <br />DETAIL NOT TO SCALE <br />SUPPORT ARM <br />TO BE VERTICAL � z <br />OR LEAN INTO \ � <br />PROPERTY � <br />0 <br />yQ . <br />LOCK PIN BARBED <br />(TYP.) I WIRE (TYP.) <br />NUIES: <br />1. PROVIDE BRACE PANEL LINE POST <br />WHENEVER STRAIGHT RUNS CORNER POST <br />EXCEED 500 FEET. <br />CHAIN LINK SECURITY FENCE DETAIL <br />BRACE PANEL DETAIL FOR NON -VERTICAL BARBED WIRE SUPPORT POST <br />NOTES: <br />FENCE LEGEND: <br />1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND <br />METHODS OF INSTALLATION. TYPE FE6 - CHAIN -LINE FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER. <br />2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN -LINK FABRIC TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM FINAL NUMBER IS FABRIC WIDTH IN INCHES, <br />SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA. <br />3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED ALL FE6 FENCE <br />SHALL HAVE APRON EXTENDED OUTWARD FROM THE AREA BEING PROTECTED. EXAMPLES. <br />4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE <br />TOP OF THE FOUNDATION. FE6-TR-96 - CHAIN -LINK SECURITY FENCE WITH BARBED-WIREON SINGLE OUTRIGGER, TOP RAIL, AND 96 INCH FABRICWIDTH. <br />JRH 04/30/2018 <br />JRH 03/30/2018 <br />JRH 03/16/2018 H ADDENDUM #2 <br />JRH 02/15/2018 5 FO #5 <br />DRN. REV. DATE REV. <br />7 <br />FINI <br />FLC <br />SECTION A -A <br />PAVED <br />A2 3 FT CONCRETE RODENT STRIP DETAIL <br />DETAIL NOT TO SCALE <br />REVISION DESCRIPTION <br />KJC 05/16/2018 <br />KJC 05/01/2018 <br />DRN. REV. DATE REV. <br />CONCRETE <br />ODENT STRIP <br />TOP <br />APPROVED GRAN <br />BASE MAT[ <br />35°0'7` <br />PLAIN PIN <br />RIVETED FLUSH (TYP.) <br />CORNER END <br />OR PULL POST <br />A3 CONCRETE HEADER CURB DETAIL <br />DETAIL NOT TO SCALE <br />4+ HASKELL The Haskell Company <br />Jacksonville, <br />I Riverside Avenue <br />Florida 32202 <br />Phone k (9(4) 7914500 <br />REVISION DESCRIPTION DRN. REV. DATE DRAW* OEM FM 3401007 <br />5 4 1 <br />C4 <br />DETAIL <br />BARBED-WIRE APRON _ <br />ON EXTENSION ARMS <br />TOP TENSION WIRE (TYP.) <br />BRACE RAIL <br />A"""""<TIE OR <br />CLIPS (TYP.) <br />�--TRUSS ROD <br />NI (8" MIN. DIA.) <br />1 U MAX. <br />:NT <br />14* <br />NORTH AMERICA <br />CORPORATE ENGINEERING OFFICE <br />1322 CRESTSIDE DRIVE, SUITE 100 <br />COPPELL, TEXAS 75019 <br />3 <br />NOT TO SCALE <br />/—TIE WIRES (TYP.) <br />LINE POST <br />CHAIN LINK FABRIC—� <br />(9GAGE, 2" MESH <br />W/ FABRIC SLATES) o <br />U <br />0! <br />m <br />Q <br />LINE POST—" <br />IA <br />—BOTTOM RAIL <br />(TYP.) <br />r <br />04 GRADE <br />4 <br />M <br />CONCRETE BASE <br />10' MAX. <br />LINE POSTS TO BE EQUALLY SPACED <br />CHAIN LINK SECURITY FENCE DETAIL <br />0 <br />CI <br />a <br />TIE WIRES (TYP.) <br />e <br />10" MIN. DIA. <br />No 64986 <br />-� r <br />=A <br />r ' <br />STATE_ or- 2 . <br />S, <br />A4 <br />DETAIL T NOT TO SCALE REG. NO. b4 <br />t._ <br />WAREHOUSE EXPANSION GEOMETRY DETAILS <br />ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />wild may not be copied or disclosed to "I� ,yam DC— 521 E►. N. <br />DAME D.Y.: V7 SCALE <br />2 1 <br />