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F= <br />cHnlfJ UNK �NGINcT �° t3G.l•17.'s MIaPi.E N►nitJ �4L <br />(1) Workmanship: <br />7,` All work will be completed in accordance with the best trade <br />I, � I• �� practices of industrial fence installations. Securely set all <br />LOT 4 L O� 3 posts in alignment at the proper depth and height, and rigid <br />\rte' b �\ bracing where needed, install fabric under tension and securely <br />tba� '�� :� _ //7.9 \ tie to posts and rails. <br />E, `f�6;�1��\-Remove Exisf Wa/nut Trees (Typ.). <br />(2)Material: <br />will be on one and <br />P\ �ol;�, 515 � • \ ua, ches inine outsidesdiameter at two point seventy <br />hundreds (2.72) <br />pounds per foot, eight foot eight inches (81811) long and.set on <br />J, • \ 0� / ten (10) foot centers. Holes must be eight inches (8 11) in dia- <br />meter and thirty-six inches (36"). in depth. <br />• i_ — —�- X376 '!e.\ \ b. Terminal posts will be two and seventy-eight inches (2.7811) <br />O - /\. ' �� * •� I ��`` ��/ / in outside diameter at five point seventy-nine (5.79) hundred <br />/ \��9 10 \ Ins+all mon. box \ pounds per foot and ten feet'(10') long. Holes must be twelve <br />\ " '.. <br />v�� \ inches (12") in diameter and thirty-six inches (36") deep'. <br />• <br />119,0 <br />c. Fabric will be nine (9) gauge, six foot (61) in height,•.gal- <br />/ I \ \ Install Stop Bare stop/ vanized after weaving. Leave one and one <br />inches (ID be- <br />'�,-,; See Shee+ 8 for <br />/ •: <br />ry / i ♦ '\ <0 +� \ details. / i tween ground and 'bottom barbs. Install fabric on security side <br />O^�Op / yp �D /'U^e N �� % Iwo 00+, (subdivision side)of posts. <br />�011' d. Fittings must all be made of pressed steel. <br />tld� 9 r xs�i; <br />9 r�� e. All horizontal braces will be one and five eighths inches <br />• A (1 5/811) outside diameter pipe at two point twenty-seven (2.27) <br />\J^9 hundred pounds per foot. <br />Install "Type N -Y"& g f. All diagonal trusses will be three -eighth inches (3/8") <br />• <br />W56 sign. see Sheet �� in diameter. <br />8 for details. <br />\�Vl`/ <br />name 'sign. See Sheet Q g. Tension bands will be one-eighth by one inch (1/8" x 1") <br />S / y 'jJ for details. R $ Q� thickness set on a maximum of fifteen inch (1511) centers. <br />h. Brace bands will be ate -eighth by one inch (1/8" x 1") thick- <br />�6 / x �pC G/� 1 If 4dy rvw � � Pe <br />/ IV �;/ \ �h ness. <br />d •T Imo. <br />12 / ��/. �h\Q� i. Tie wire will be aluminum, nine (9) gauge set on_a maximum <br />3 of fifteen inch (1511) center. <br />X <br />9 Ci J. Hog)center <br />rings be nine (9) gauge steel set on twenty-four <br />inch ( <br />�xlKH�p <br />k. Top and bottom tension wire will be of seven (7) gauge coil <br />4 t.11�IMP� f�LtPUT`r UNES ,' spring. <br />0 <br />dor r is �- WAY 1. Concrete mix material must have no greater than a one and one- <br />iF1�0' half inch (1}") slump and a compressive strength of twenty-five hun- <br />x�� dyed (2,500) pounds per square inch in twenty-eight (28) days. Re- <br />�// tempering not permitted. <br />FLA17 — JULIE LYNNE CIRCL <br />Scale: / = 40' <br />O <br />} <br />0 <br />4- <br />T <br />0 <br />4 <br />I <br />O <br />N <br />P R O F I L E <br />5clete : Poriz. 1"-40' <br />Ve rt. 1” - 2' <br />Q <br />O <br />CS <br />t <br />t <br />� <br />1 <br />I <br />i <br />� <br />LL <br />W <br />VI <br />C4� <br />W <br />� <br />ad <br />� <br />� <br />v <br />to <br />� <br />It <br />C4 <br />L4 <br />�42 <br />t4 <br />� <br />O <br />O <br />a: <br />ry <br />W <br />P <br />` + <br />Y <br />124 <br />a <br />O <br />q <br />� <br />> <br />0) <br />Cil <br />n <br />it <br />u <br />W <br />W <br />G <br />I-1 <br />�„Uj <br />> <br />W <br />h <br />h <br />w <br />n <br />J <br />r. <br />j <br />0 <br />(� <br />123 <br />o <br />v, <br />a <br />W <br />q' <br />h <br />W <br />CO; <br />W <br />122 — <br />121 — <br />Gy= 0:"1 °► 6 <br />— ; <br />120 <br />Centerline Profile ♦ <br />�� <br />119 <br />118 <br />117 — <br />yi <br />Existing ground profile at centerline <br />/16 — <br />11S — <br />O <br />} <br />0 <br />4- <br />T <br />0 <br />4 <br />I <br />O <br />N <br />P R O F I L E <br />5clete : Poriz. 1"-40' <br />Ve rt. 1” - 2' <br />O <br />O <br />to <br />— 124 <br />— 123 <br />— 122 <br />— l21 <br />_ <br />120 <br />//9 <br />//7 <br />116 <br />115 <br />• TYPICAL FENCE <br />POST <br />i.t,4 STD. PIPE <br />LINE <br />0 <br /><"' L 7 4AUA*1! toll-- <br />Tt, - . _� SPKIN4 bOTi•Ol'1 <br />-ctWrl uNK WIKG ' 'p TEfi51oH Wiftf_ <br />YIHC GA0.TC0 H?q '-ap i <br />G! WE FP$RIG MESH" <br />• TYPICAL CORNER POST <br />W <br />J <br />Q <br />O <br />CS <br />t <br />t <br />� <br />1 <br />I <br />O <br />O <br />to <br />— 124 <br />— 123 <br />— 122 <br />— l21 <br />_ <br />120 <br />//9 <br />//7 <br />116 <br />115 <br />• TYPICAL FENCE <br />POST <br />i.t,4 STD. PIPE <br />LINE <br />0 <br /><"' L 7 4AUA*1! toll-- <br />Tt, - . _� SPKIN4 bOTi•Ol'1 <br />-ctWrl uNK WIKG ' 'p TEfi51oH Wiftf_ <br />YIHC GA0.TC0 H?q '-ap i <br />G! WE FP$RIG MESH" <br />• TYPICAL CORNER POST <br />W <br />J <br />Q <br />Q <br />V <br />r <br />W <br />W <br />Z <br />O <br />WJ <br />W <br />7 <br />Q <br />i <br />� <br />LL <br />J <br />OA7, L <br />A4Vu5t , - 1965_ - - <br />DHAwN BY <br />Staff <br />Ur�E r.Keo a: - <br />/"J. Q. <br />OB NCS <br />84-34 <br />SHE: <br />7 <br />OF $ SHEETS <br />r'l <br />�Ln <br />J <br />C4� <br />r <br />ad <br />C_ <br />� <br />v <br />� <br />� <br />tT <br />� <br />M <br />h✓ <br />> <br />0) <br />Cil <br />G <br />I-1 <br />LJ <br />t}l <br />W <br />r. <br />j <br />0 <br />(� <br />V <br />o <br />OA7, L <br />A4Vu5t , - 1965_ - - <br />DHAwN BY <br />Staff <br />Ur�E r.Keo a: - <br />/"J. Q. <br />OB NCS <br />84-34 <br />SHE: <br />7 <br />OF $ SHEETS <br />