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STANDARD PENTAGON AMERICAN DARLING B848 <br />OPERATING NUT (PAINTED OSHA SAFTY YELLOW) <br />Z <br />H-20 LOAD RATED VALVE BOX <br />GATE VALVE AND BO <br />SET COVER <br />OF VALVE BOX AND CONCRETE <br />TYLER/UNION 461-S SIGMA 562-S <br />SEE DETAIL <br />PAD 1/4" <br />BELOW GRADE IN PAVEMENT OR <br />OR APPROVED EQUAL <br />SHOULDER <br />AND 2" ABOVE GRADE ELSEWHERE <br />3 BREAK AWAY FLANGE <br />VALVE COLLAR WITH <br />FINISH GRADE <br />IDENTIFICATION DISK $ <br />HYDRANT EXTENSION z " <br />14 MIN <br />LOCATE WIRE ACCESS <br />SEE DETAIL <br />AS REQ'D FOR � <br />ADDITIONAL DEPTH °D <br />12" OF TRACING WIRE <br />FINISH GRADE OR PAVEMENT <br />6" RESILIENT SEAT <br />Ce <br />o <br />w <br />DUCTILE IRON VALVE <br />N <br />ENCASE CRUSHED = va cD GATE VALVE, MJ <br />I <br />Z <br />a <br />`� <br />BOX AND COVER <br />(SLIP TYPE) <br />STONE W/ 30# o <br />> <br />'D a <br />.. <br />FELT OR FILTER PROVID ADDITIONAL DI <br />WM (SEE PLANS <br />o <br />VALVE STEM EXTENSION(S) SHALL BE <br />FABRIC FITTING TO ACHIEVE <br />FOR SIZE <br />Of <br />w G <br />PROVIDED TO MAINTAIN 2' DEPTH TO <br />OPERATING NUT <br />VERTICAL CLEARANCES <br />> bi <br />OPERATING NUT ON DEPRESSED MAIN <br />DIP MJ HYDRANT ANCHOR TEE <br />U) <br />W/ 36" OR MORE COVER <br />VALVE BOX SHALL REST ON BEDDING <br />BRANCH SIZE AS REQ'D AND PROVIDE <br />VALVE <br />ROCK, NOT ON THE PIPE <br />REDUCERS AS REQ'D <br />FDOT #67 STONE <br />TRACING WIRE - #10 AWG <br />T <br />SOLID COPPER (SEE C29) <br />6" SOLID x SWIVEL <br />LEAVE DRAIN COUPLING ADAPTOR <br />HOLE OPEN VARIES 1'-2" V-6" <br />— <br />— <br />WASHED CRUSHED STONE FOR <br />DRAIN SUMP (FDOT No 57 STONE) <br />6' MIN <br />PIPE <br />NOTES: <br />Z <br />1. 3/4" STAINLESS STEEL ROD CUT AND THREADED AS REQUIRED, OR PROVIDE RESTRAINED <br />JOINTS. <br />COMPACTED FDOT #57 STONE; <br />FOR VALVES LESS THAN 6" USE <br />2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN EDGE OF ROAD AND RIGHT-OF-WAY LINE. <br />SAND CUSHION <br />3. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL BE TYPE 316 STAINLESS STEEL <br />4. 4 1 /2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET. <br />NOTES: <br />5. FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING DI PIPE TO R/W, DIP <br />TEE AT MAIN, HYDRANT, REDUCERS, VALVE, HYDRANT <br />1. GATE VALVES SHALL BE SAME <br />SIZE AS CONNECTION PIPELINES. <br />EXTENSIONS, VALVE EXTENSIONS, ALL PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION. <br />2. GATE VALVES 4" AND LARGER <br />SHALL BE MECHANICAL JOINT. <br />6. TIE ROD ASSEMBLY BETWEEN VALVE AND HYDRANT ANCHOR TEE CAN BE REPLACED WITH <br />A SOLID x SWIVEL COUPLING ADAPTOR IF WATER <br />MAIN LOCATION ALLOWS. <br />3. ADAPTERS FOR WATER PIPES <br />SHALL BE PVC MECHANICAL JOINT ADAPTERS. <br />7. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT MARKERS FOR <br />FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE BLUE <br />4. INSTALL DEBRIS CAPS WHERE <br />INDICATED ON DRAWINGS. <br />AND IN ACCORDANCE WITH FDOT STD SPECIFICATION 706. MARKER SHALL BE LOCATED IN <br />THE CLOSEST LANE PERPENDICULAR TO FIRE HYDRANT. <br />FIRE HYDRANT ASSEMBLY W/ HYDRANT TEE DETAI <br />GATE VALVE <br />AND BOX DETAIL <br />NTS <br />NTS <br />VALVE IDENTIFICATION <br />3/4" PVC RISER <br />VALVE TYPE DISK ANCHORED TO <br />3/4" CHAMFER <br />* GV - GATE VALVE SERVICE TYPE CONCRETE <br />* BFV- BUTERFLY VALVE * VALVE SIZE <br />i <br />M STAKE AND SECURE <br />* PV - PLUG VALVE 12" 4" <br />/ <br />AS REQUIRED <br />WATER <br />i : •. iv <br />FINISHED GRADE <br />DIRECTION AND NO GV - <br />\ a / <br />\ . <br />OF TURNS L-20 <br />`. ��/ <br />3/4" <br />ao > <br />o0 <br />TO OPEN <br />// — <br />CORPORATION <br />/ <br />STOP <br />1/8" LETTERS CAST o000 <br />Li <br />r.ITa <br />IN 3" DIA BRONZE <br />" { FINISHED GRADE <br />o0000 <br />a CAST IRON LID <br />DISK (TYP) <br />= = _ _—':'- ::. '' <br />_ _ _ <br />DOUBLE STRAP -"FORD 202B" <br />WITH RAISED <br />... <br />iv LETTERS "WATER" <br />WITH IRON PIPE THREADS <br />WATER MAIN <br />(OR APPROVED EQUAL) <br />F <br />(2)-#3 CLOSED TIE <br />(SEE PLAN <br />J_ 1',41 1 <br />® 5" OC, 2" FROM TOP <br />VIEW FOR SIZE) <br />NOTE: <br />SEE NOTE 4L" <br />CONTRACTOR SHALL REMOVE SAMPLE POINT ASSEMBLY TO <br />CONCRETE PAD <br />SECTION <br />3/4" CORPORATION STOP AND PLUG UPON WRITTEN <br />ACCEPTANCE OF DISINFECTION BY THE FDEP AND <br />APPROVAL OF THE ENGINEER. <br />PLAN VIEW <br />NOTE: <br />COLLAR AND IDENTIFICATION DISK( 3� <br />BRASS PLUG W/CRECESSEDSCH NUT$OTERMINATE PVC,MNSULA EDT ER LOCAT RLING WIR S ATAND2 <br />LOCATOR WIRE "VALVE <br />BACTERIOLOGICAL SAMPLE POINT DETAIL <br />NTS - <br />TOP W/ 12" OF EXTRA WIRE <br />NTS - <br />Q <br />= <br />Z <br />W <br />a <br />O <br />= <br />O <br />CL <br />W <br />Z <br />N <br />Q <br />U. <br />O <br />W <br />o0 <br />W <br />V <br />Q <br />N <br />M <br />1- G M e- C <br />CD C4 <br />Ln M m M N 0 C N <br />_NMYtM! N ' 1-- <br />mJ RJgo Sao <br />�m-a �F-; ,z <br />mO t_�0 lCMaoYQ <br />cc — <br />�Ca:IJ9Cc CD cc <br />o x • V <br />JNJ w <br />ao <br />N <br />U <br />Ww <br />W 4_4 <br />U <br />l <br />• • 'Lid ; <br />`o. - <br />_ <br />U:u Q <br />0: <br />Q: <br />PROF— <br />0 <br />ca Lf) V <br />E ° <br />o <br />Z <br />t <br />m e <br />c <br />U m e <br />v_ <br />E <br />>CID J <br />Engineer Sheet <br />WCT <br />Date <br />7/16/18 <br />Scale 8 <br />NA <br />