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9" DIA. FLANGE OF VALVE <br />LAYER OF ASPHALTIC ROOFING FELT TO <br />PROTECT FINISH OF FITTING OR VALVE <br />ADJUSTABLE PIPE SADDLE SUPPORT SIZED <br />FOR 9" DIA. STEEL PIPE GRINNEL FIG. 264 <br />j� OR APPROVED EQUAL. <br />3 DIA. GALV. STEEL PIPE <br />GALVANIZED IA #150 GALVANIZED STEEL FLANGE <br />ANCHOR BOLTS 1" GROUT <br />(MAX.) <br />e4 r4 <br />:. <br />N <br />ADJUSTABLE <br />PIPE SUPPORT A <br />NTS $1 <br />LOCKING HASP <br />DROP HANDLE FOR PADLOCK <br />(TYP.) <br />00 <br />N Lo�, <br />O �I L v <br />n ` I <br />••'..� +' <br />25 1/2 - <br />51" <br />PLAN VIEW <br />SUMP COVER C <br />N.T.S. 5� <br />5/8"x4" CAVITY <br />REQD. FOR <br />GUIDE RAILS (TYP) <br />72" DIA. PRE—CAST <br />MANHOLE RINGS <br />3 STRANDS OF 13 GUAGE (MIN.) GALVANIZED STEEL <br />TWISTED DOUBLE STRAND BARBED WIRE WITH BARBS <br />ON 5" CENTERS (MAX.) <br />8' MAX. BETWEEN POSTS TYP.)__ , L <br />TYPICAL GATE POST <br />4" DIA. SCHEDULE 40 <br />GALVANIZED STEEL PIPE <br />\TENSION WIRE <br />cD 7 GA. GALV. STEE <br />TYPICAL LINE POST <br />_.2" DIA. SCHEDULE 40 <br />GALVANIZED STEEL PIPE <br />SLOPE CONCRETE AWAY <br />FROM POST (TYP.) <br />CLASS "B" CONCRETE (TYP.) <br />DIA. <br />15/32" RAD <br />8 SLOTS <br />t It <br />ELI <br />1 1/2" DIA. SCHEDULE 40 <br />GALVANIZED STEEL PIPE <br />INGES <br />3/8" DIA. GALVANIZED STEEL <br />TRUSS RODS W/TURNBUCKLES <br />2" CLEARANCE <br />LATCH FORK <br />LUNGER BAR <br />PLUNGER <br />BAR CATCH <br />6” <br />DIA. <br />NOTE : CORNER POST (NOT SHOWN) SHALL BE <br />FABRICATED FROM 3” DIA. SCHEDULE 40 <br />GALV. STEEL PIPE AND SHALL BE SET <br />36" DEEP IN A CONCRETE FOUNDATION <br />12" DIA. BY 38" DEEP. <br />FENCING DETAIL B <br />NTS 51 <br />r -ow -1 15/32" ( TYP.) <br />6 1 /2" ,�I�—►�+--►� �- 6 1/2" <br />9 7/8" 9 7/8' <br />PLAN VIEW <br />BOLT LOCATION FOR <br />PUMP MOUNTING PLATES <br />N.T.S. <br />W <br />W <br />NOTE CONTRACTOR SHALL VERIFY BOLT LOCATIONS <br />WITH PUMP MANUFACTURER PRIOR TO PLACING BOLTS. <br />>. <br />Z <br />N 0 <br />E'40 <br />CL <br />W2 <br />t: n <br />0 <br />= N <br />w <br />cn <br />U <br />U In <br />a <br />O <br />U <br />wa0 <br />Z <br />w <br />W W fa" <br />¢ <br />W <br />a <br />Q <br />(n cn <br />W_ <br />Q <br />wNL' <br />LL <br />O <br />z <br />Nw�� <br />z <br />z <br />W <br />a <br />J <br />m3W <br />Q <br />J <br />o <br />W <br />_ <br />y <br />Q <br />9 GA. GALV. STEEL <br />D <br />CHAIN LINK FABRIC <br />ccc7 <br />u <br />W/RWD. SLATS <br />¢ Z <br />INTERWOVEN (TYP.) <br />a <br />N <br />Z <br />a�� <br />Q <br />• d <br />N <br />Z <br />N <br />ui <br />W <br />U. <br />O <br />o <br />z <br />PADLOCK KEYED TO <br />MATCH CITY STANDARD <br />YV <br />U. <br />• W <br />cuN <br />¢ Q <br />in <br />z <br />z O <br />z 3 <br />-- r3„ r6„ <br />w � <br />NOTE : CORNER POST (NOT SHOWN) SHALL BE <br />FABRICATED FROM 3” DIA. SCHEDULE 40 <br />GALV. STEEL PIPE AND SHALL BE SET <br />36" DEEP IN A CONCRETE FOUNDATION <br />12" DIA. BY 38" DEEP. <br />FENCING DETAIL B <br />NTS 51 <br />r -ow -1 15/32" ( TYP.) <br />6 1 /2" ,�I�—►�+--►� �- 6 1/2" <br />9 7/8" 9 7/8' <br />PLAN VIEW <br />BOLT LOCATION FOR <br />PUMP MOUNTING PLATES <br />N.T.S. <br />W <br />W <br />NOTE CONTRACTOR SHALL VERIFY BOLT LOCATIONS <br />WITH PUMP MANUFACTURER PRIOR TO PLACING BOLTS. <br />M <br />E� �� W <br />51 c <br />M <br />0 <br />SHEET NO <br />� <br />51 <br />Q OF ,62 SNEE <br />�TB <br />SQ - JOB N0. N0792.10 <br />�! x <br />w FILE N0. <br />O <br />U. <br />J <br />a <br />U <br />w <br />cn <br />Z <br />z <br />a <br />O <br />U <br />wa0 <br />z <br />W W fa" <br />Q <br />(n cn <br />O <br />wNL' <br />LL <br />z <br />Nw�� <br />cn <br />m3W <br />Q <br />cn <br />azw <br />aac/5 <br />D <br />Owl <br />ch <br />CC UJ3: <br />w cn <br />Z <br />a�� <br />Q <br />Z <br />N <br />x <br />U. <br />O <br />r <br />U. <br />M <br />E� �� W <br />51 c <br />M <br />0 <br />SHEET NO <br />� <br />51 <br />Q OF ,62 SNEE <br />�TB <br />SQ - JOB N0. N0792.10 <br />�! x <br />w FILE N0. <br />