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.Aim Ism.. 6.4..u.11 l„ III I ly�ew.uu '1 <br />a <br />_ <br />CV <br />IL <br />0 <br />u <br />a <br />_ <br />0 <br />' <br />GATE - 6'H - RANGE 16'W-30'W - DOUBLE VEHICLE - ALUMINUM WITH COLUMNS <br />1 /2" = 1'-0" <br />DETAIL -REFERENCES <br />F-03, F-52 <br />GATE - 6'H - SECONDARY ENTRY GATE <br />1 /2" = 1'-0" <br />DETAIL -REFERENCES <br />F-49 <br />THIS GATE IS A MOTORIZED ACCESS GATE, RESIDENT <br />AN SOS SYSTEM IS REQUIRED ACCESS ONLY <br />2" x 2" WELDED FRAME, FULL SEAM WELD <br />JOINTS TO MAKE SOLID FRAME <br />WELD IN FIELD AND FINISH PAINT AS NECESSARY <br />COLUMN e <br />L-371 <br />6" x 6" x 10' x 0.125" ALUMINUM GATE POST <br />WITH STANDARD CAP (TYP) <br />1-3/8" x 1-1/2" U-CHANNEL MIDDLE RAIL <br />1" x 1" PICKETS, <br />SPACED 3-7/8" APART <br />2" x 2" VERTICAL SIDE RAILS <br />MOTOR ARM BRACKETS <br />ATTACHED TO PICKETS <br />(2 QTY PER LEAF) BLACK COMMERCIAL <br />GRADE HINGES <br />2" x 4" x .125" BOTTOM RAIL <br />FINISH GRADE <br />LOCATION OF POST TO BE AT 2" MAXIMUM <br />BEYOND BACK OF CURB -SEE PLAN <br />CONTINUOUS CONCRETE FOOTING <br />#5 DOWEL WITH MINIMUM 2" EMBEDMENT <br />EACH WAY (TYP) <br />EXPANSION JOINT BETWEEN COLUMN <br />FOOTER AND VEHICLE POST FOOTER <br />THE SIZE AND DEPTH OF FOOTINGS <br />SHALL BE PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />BY <br /># 5 CONT.@ 12" O.C. T. & <br />2'-8" <br />3" MULCH LAYER SHALL BE 3" BELOW COPING, TYP. <br />4-6" WIDE BAND OF RIVER ROCK SHALL BE MIN 3" BELOW <br />TOP OF COPING, CONTINUOUS. SMOOTH RIVER ROCK 4-6" <br />DIA. MIN. UNDERLAY WITH FILTER FABRIC, TYP. <br />WATERPROOFING MEMBRANE <br />CONT.BOND BEAM FILL REINFORCED CELL W/ <br />3,000 PSI GROUT & 2 #4 CONT. <br />2" THICK PRECAST CAP <br />BRICK VENEER - PATTERN: RUNNING BOND <br />4" WEEP HOLES @ 36" O.0 ON DECK SIDE. CONNECT <br />TO CONTINUOUS 4" SOCK DRAIN PIPE, TYP. <br />i-- TYPICAL 10"X8"X16" CMU BLOCK <br />FILL REINF. CELLS WITH 3000 PSI GROUT <br />NI / BY OTHERS <br />#5 VERTICALS @ 16" O.C. & @ EACH END L <br />of 12" <br />WALL RETAINING - 2' H CMU SECTION <br />1 /2" = 1'-0" <br />DETAIL —REFERENCES <br />WL-02 <br />HORIZONTAL REINFORCEMENT AT EVERY COURSE <br />(#9 DUR-O-WAL) <br /># 5 @ 12"O.C. T. & B. <br />2" x 2" WELDED FRAME, FULL SEAM WELD <br />JOINTS TO MAKE SOLID FRAME <br />WELD IN FIELD AND FINISH PAINT AS NECESSARY <br />6" x 6" x 10' x 0.125" ALUMINUM GATE POST <br />WITH STANDARD CAP (TYP) <br />PEDESTRIAN GATE - SEE DETAIL <br />1-3/8" x 1-1/2" U-CHANNEL MIDDLE RAIL <br />1" x 1" PICKETS, <br />SPACED 3-7/8" APART <br />2" x 2" VERTICAL SIDE RAILS <br />MOTOR ARM BRACKETS <br />ATTACHED TO PICKETS <br />2" x 4" x .125" BOTTOM RAIL <br />(2 QTY PER LEAF) BLACK COMMERCIAL <br />GRADE HINGES <br />FINISH GRADE <br />LOCATION OF POST TO BE AT 2" MAXIMUM <br />BEYOND BACK OF CURB -SEE PLAN <br />THE SIZE AND DEPTH OF FOOTINGS <br />SHALL BE PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />O <br />r <br />N o <br />NCB <br />C� <br />v <br />w <br />S <br />U � <br />h obi <br />o <br />� U <br />ro o <br />U <br />w U <br />5904-A Hampton Oaks Pkwy. <br />'J <br />Tampa, Florida 33610 i <br />Office: 813-253-5311 <br />Fax: 813-464-7629 <br />y <br />www.HcidtDesign.comifflo <br />F� <br />a� <br />W ^W <br />H V <br />Z <br />Q <br />h <br />a <br />W <br />0 <br />a� <br />6810 EBB TIDE AVENUE I APOLLO BEACH, FL 33672 <br />813.800.7888I wwve.w.Wcproup.00m I FL CA#30088 <br />This drawing is signed and sealed by the <br />structural engineer for structural <br />requirements only. Architectural, <br />Electrical and Mechanical requirements <br />and design which are incidental to the <br />structural design in these drawings are <br />not included under the Engineer's Seal. <br />Printed copies of this document are not <br />considered signed and sealed unless <br />bearing the engineer's original signature. <br />N <br />z <br />w <br />W8 <br />w <br />n <br />z <br />a_j <br />W <br />� <br />F <br />~ <br />5 <br />N <br />U <br />aCo <br />o <br />in <br />V <br />W <br />_O <br />U <br />o <br />Q <br />� <br />rn <br />rn <br />b <br />o <br />0 <br />s <br />G <br />V <br />M <br />N <br />PROJECT NO: PHC OP 1004 <br />FILE: <br />L-370 <br />DESIGN BY: <br />KJP <br />DRAWN BY: <br />KJP <br />STATE OF FLORIDA <br />PROFESSIONAL ENGINEER <br />\'0 AUS•., <br />p T ••. <br />637 <br />ARNO� US �jvP.E. <br />DATE: Z � <br />LICENSE NO. W375 <br />L-372 <br />LU = <br />0i <br />o_ <br />4Jz7ylL� Z= <br />G LL <br />a� <br />iiw§ <br />_�Lo <br />moo= <br />EyA <br />U <br />W <br />ra <br />�j <br />Y <br />'OLL <br />to <br />uj <br />V0 <br />1§1 <br />EEO <br />D y <br />