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O12 <br />AM <br />TB TYPE G <br />5EE TABLE, SHT 57 <br />A// <br />SECTION A <br />SCALE :1/2"=1' S8 <br />3 STRANDS OF 13 GUAGE (MIN.) GALVANIZED STEEL <br />TWISTED DOUBLE STRAND BARBED WIRE WITH BARBS Z N o <br />10' OR 12" DIA. D.I.P. <br />ON 5" CENTERS (MAX.) Q U N <br />- - a w ' <br />8' MAX. BETWEEN POSTS TYP. i t- <br />+ O = N <br />U U in <br />LAYER OF ASPHALTIC ROOFING FELT TO SLAB <br />a <br />PROTECT FINISH OF FITTING OR VALVE FOR SHOWEllz W M <br />CHLORINATOR BUILDING o a co <br />z ADJUSTABLE PIPE SADDLE SUPPORT WITH 9 GA. GALV. STEEL ui <br />U BOLT YOKE FOR USE NTH DUCTILE IRON ! * 1 1/2" DIA. SCHEDULE 40 CHAIN LINK FABRIC W L) 0 <br />PIPE DIAMETERS. MODIFIED GRINNELL FIG. 264 8 GALVANIZED STEEL PIPE W/RWD. SLATS Z rn Q <br />TYPICAL GATE POST INTERWOVEN (TYP.) <br />Z <br />OR APPROVED EQUAL. 4" DIA. SCHEDULE 40 Z <br />GALVANIZED STEEL PIPE w J LL <br />�-___ 3" DIA. GALV. STEEL PIPE -- — • a <br />GALVANIZED7( IA X150 GALVANIZED STEEL FLANGE <br />'=0" 6' 0• TEN5/ON WIRE LATCH FORK <br />Lu <br />ANCHOR BOLTS = = 1" GROUT _ io 7 GA. GALV STEELK KEYED TO Z CC N 0 <br />(MAX.) MATCH CITY STANDARD w O <br />PLAN TYPICAL LINE POST OC > <br />_ 2" DIA. SCHEDULE 40 INGES O w ¢ <br />i I I . e ' `• . SCALE : 1 /2"=1' > <br />GALVANIZED STEEL PIPE PLUNGER BAR ¢ Z <br />Q Q <br />3/8" DIA. GALVANIZED STEEL N N <br />�EL/87.4 P - a it �I .;` ? , <br />a TRUSS RODS W/TURNBUCKLES • o <br />v, D II ( , " N <br />o U ° = SLOPE CONCRETE AWAY <br />FROM POST TYP. 6 ¢ W <br />1/2- DIA. HOLT, SPACING ' e +o' PLUNGER ' Z <br />� <` W ~ <br />o :o <br />6" MIN. w 2" CLEARANCE BAR CATCH Z <br />TO SUIT SUPPLIER REQUIRMENTS a' CLASS "B" CONCRETE (TYP.) 4i o, "� <br />o <br />Li <br />b' EMBEDMENT ,- DIA. a Z <br />ADJUSTABLE PIPE co luo <br />°° �' e M <br />s G .' J. !, _ �M f, ,o b. Q NOTE. : CORNER POST (NOT SHOWN) SHALL BE y W <br />SUPPORT DETAIL '• ' �. • �R FABRICATED FROM 3" DIA. SCHEDULE 40 p� <br />i imVii- ° GALV. STEEL PIPE AND SHALL BE SET w Z <br />SCALE: 1 1/2"=l' 58 1 /� <br />- A c 36" DEEP IN A CONCRETE FOUNDATION Y w Z <br />"A� � 1?" DIA. BY 38" DEEP. = 0 <br />6" CLASS 2 _ DIA. DIA. <br />(7 O <br />AGGREGATE BASE iivrntvn avrmvn wrn�Vu dvi�ivn avrnivn Z 3 <br />W (— <br />SECTION B Q <br />SCALE: 1 "=1' 58 � <br />FENCING DETAIL 3 0u- <br />2 DETAIL2 <br />CHLORINATOR BUILDING 58 SCALE: 1/2-1 58 0 <br />"X /"SLOTTED HOLE & SHOWER SLAB W <br />N <br />� <br />1 1 FO.e 318"o GAL V BOL T <br />I-L/�¢ STEEL ,� lZI �lr HP TANK < Lu O <br />�ZW� <br />HP TANK I II WELDED 7-0 <br />I I TANK <br />�N <br />SHELL I I I I <br />I I I CL R <br />DETAIL 5 <br />SCALE: 3"=1'-0" 58 <br />� <br />a Q = Z <br />zCr) V) j <br />Uw Q o <br />BEND TO CONFORM <br />AS CLOSELY AS U) O <br />P055/BGE TO TANK C c N <br />//8 STEEL )L60 TOP w � J z <br />H/.VGEO FRAME (PAR r/ALLY REMOVED U)� a N <br />l/5 L / x /x 114 (TYP) FOR CLAR/TY� Lu �-` <br />NO EXPANDED GALV AFTER m Q W^ <br />DET S METAL MESH FABR/GAT/ON COMDR SSOR COMDR 550e U� 4+ <br />BETWEEN <br />V TANK COMPRE550.P5 0-6 nQ Z O 0 <br />/ ,BRACE L /x /x/¢ Q in Z <br />L/ (ONE EACH 3i' to LO., s O m Q <br />FRAME .BET WEEA/ CA LU <br />II l/5 115 / COMPRESSORS) �' cr cc <br />W W LU N <br />¢ GAP <br />3//8 /1 //31 " g" 9„ /= //'14 3 �8 � � Z <br />Co' Z G H/A/6E Q } Q <br />!/5 (Z EA FRAME I 118 ' �N d Q <br />Il9 �i //7 / - /04 11 II /D¢ it N <br />115 I /06 -- 1 1 1 1 I I O <br />IL <br />I /23 /Z3 � <br />I //j 4C� <br />L) <br />O <br />a kb 1/5 II <br />120 I I II <br />_ I I z <br />(o'CLASSZIAB -- -- -- - 3 <br />W�W 3m YC7i <br />SECTION Ccr <br />, �'I � :.N :m �Q o o� UIS'�0 <br />SCALE: 3/4"=1'-0" 5$ //G <br />EXPANDED II U <br />METAL MESH (GALV Q <br />(3 6-/0,65 EACH FRAME- <br />COMPRE550R C00PRE550R 1Z0 m <br />HA5P , ONE EA FRAME 'm <br />31810 GALV BENT 67 -LAT BOTTOM L /x/ K <br />I I OAR )c ¢"1 01V& x 2"1-1145N <br />I I Irl�CoNj <br />AlANOL.E. VELOEO TO 1/9 N <br />FRAME' . (b/ FA CH F AME <br />.BRACE I I Nnl I AT BO TT A4 L/ x /� O o <br />`O y <br />/ <br />I ., <br />/23 '� /ZZ o > <br />a <br />Ll I L I / HP TANK W <br />W <br />II I h <br />//500 <br />1: <br />as I `I , l <br />*4cr <br />0 <br />M <br />2 — <br />\ <br />Cl) <br />w <br />/ <br />� <br />M <br />W <br />PLAN <br />� <br />SECTION <br />SCALE: 3/4"=1'-0" <br />SHEET No <br />SCALE: 3/4"=1 0" <br />58 <br />58 <br />DETAIL - COMPRESSOR 4 <br />� <br />OF 62 SHEETS <br />dos No. N0792.10 <br />PIPING AND FDN s8 <br />FILE NO. <br />SCALE: 3/4"=1'-0" <br />(- <br />W <br />