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L <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 />n <br />• <br />• <br />GATE - 6'H - EMERGENCY <br />1 /2" = 1'-0" <br />DETAIL -REFERENCES <br />F-49 <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 (Lp <br />6" x 6" x 10' x 0.125" ALUMINUM GATE POST <br />WITH STANDARD CAP (TYP) <br />(3) - 1-1/2" x 1-5/8" SIDE RAILS <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 />THE SIZE AND DEPTH OF FOOTINGS <br />SHALL BE PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />BY OTHE <br />0 <br /># 5 CONT.@ 12" O.C. T. & <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 />- Jq" WEEP HOLES @ 36" O.0 ON DECK SIDE. CONNECT <br />TO CONTINUOUS 4" SOCK DRAIN PIPE, TYP. <br />/--- TYPICAL 10"X8"X16" CMU BLOCK <br />FILL REINF. CELLS WITH 3000 PSI GROUT <br />,r„, o <br />::: I / <br />N BY OTHERS <br />. #5 VERTICALS @ 16" O.C. & @ EACH END <br />•.J.j 0 <br />12" <br />_O <br />HORIZONTAL REINFORCEMENT AT EVERY COURSE <br />(#9 DUR-O-WAL) <br />7T �c <br />2'_8" # 5 @ 12" O.C. T. & B. <br />WALL RETAINING - 2' H CMU SECTION <br />1 /2" = 1'-0" <br />DETAIL -REFERENCES <br />W L-02 <br />2" x 2" x 9' x 0.093" POST <br />WITH STANDARD CAP (TYP) <br />1-1/4" x 1-1/4" U-CHANNEL <br />TOP RAIL <br />1-1/4" x 1-1/4" U-CHANNEL <br />MIDDLE RAIL <br />BX111 S BRACKET EACH SIDE <br />OF RAIL AND POST <br />INTERSECTIONS (TYP) <br />3/4" x 3/4" PICKETS <br />SPACED 3-7/8" APART <br />1-1/4" x 1-1/4" U-CHANNEL <br />BOTTOM RAIL <br />FINISH GRADE <br />THE SIZE AND DEPTH OF <br />FOOTING IS SHOWN FOR <br />REFERENCE AND SHALL BE <br />PER MANUFACTURER'S <br />RECOMMENDATIONS <br />COMPACT SUBGRADE <br />TO MEET 95% PROCTOR <br />ARNOLD AUSTIN <br />FL PE # 66375 <br />AUG 3 0 2019 <br />h <br />0 <br />� <br />o <br />H O <br />0e <br />Q <br />t3 <br />ti ' <br />`h <br />Ww <br />;t <br />� <br />0 <br />W <br />S <br />w <br />t <br />� <br />W <br />5904-A Hampton Oaks Pkwy. <br />'-a <br />Tampa, Florida 33610 �a <br />Office: 813-253-5311 <br />Fax:813-464-7629 <br />www.HeidtDesip.com <br />M--"1 <br />►� <br />I--�1 <br />ow <br />Q <br />w <br />U <br />Z <br />w <br />0 <br />Lu <br />a <br />a .. <br />a0 <br />6810 EBB TIDE AVENUE I APOLLO BEACH, FL 33572 <br />813,500.7595 1 ..eustrucgmup.mm I FL CA #30096 <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 />� <br />z <br />W <br />w <br />0 <br />k <br />w <br />J <br />U <br />0 <br />w <br />0 <br />O <br />a <br />� <br />U <br />0 <br />W <br />W <br />U <br />W <br />Of <br />o <br />L2 <br />CD <br />CD <br />N <br />N <br />Lu <br />N <br />M <br />N <br />W <br />Q <br />co <br />ib <br />O <br />CD <br />C, <br />M <br />CV <br />e- <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 />,r <br />� ,e��-ISa`� <br />,Q <br />� a r <br />a` e <br />Nj 1 s9 <br />ARNOLD AUSTIN, P.E. <br />DATE: <br />LICENSE NO. 66375 <br />L-372 <br />U) <br />z <br />J <br />J <br />0 <br />w'z <br />mW <br />az <br />No.i <br />rwm <br />F. <br />xza <br />� Qc <br />�Zr71 <br />LL <br />Z JI=- <br />J <br />Z <br />D uU—,U <br />� <br />Z 0 Q <br />Q r J <br />a <br />H <br />-=U <br />J�z <br />0 p — <br />z0 <br />Mw¢ <br />mZI- <br />z�W <br />m� <br />0 <br />zW 0, <br />U <br />cmm <br />o� <br />LOU�Zj <br />Who <br />awIX <br />U (L 0 <br />0ZI— <br />zww <br />w <br />C]—aU <br />>�W <br />W L) <br />W iL J <br />K W F <br />rnILz <br />�U)2 <br />� W <br />J Z <br />Z�w0 <br />F <br />LD E2O <br />UDU <br />5OLL <br />oow <br />=W � <br />0 <br />NOZ <br />=a� <br />awCr <br />w <br />0 CL <br />©U� <br />