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[r l 1 <br />H <br />U <br />w <br />of <br />a_ <br />OR <br />''- <br />F�- <br />U <br />O <br />co <br />w <br />Y <br />m <br />a_ <br />N <br />Lo <br />4 <br />0 <br />N <br />0) <br />N <br />00 <br />is <br />uj <br />PLOTTED: <br />3/24/2020 <br />03:18 <br />PM <br />JOHN <br />KRAMER <br />- <br />SCH tSU f'V(; <br />VENT PIPING AND <br />ASSOCIATED <br />F <br />ELBOWS TO OPEN — <br />DOWNWARD OR THREADED <br />TO OUTLET <br />WEfWELL AS <br />SHOWN ON THE AIR VALVE <br />DRAWINGS. <br />SCH 40 SS CLOSE <br />NIPPLE (TYP) <br />SS COMPANION <br />FLANGES <br />SS BALL <br />SCH 40 SS iH0 VALVE (V221) <br />PIPE NIPPLE (iYP) DRILL AND TAP <br />E <br />1• MAN STEM BLIND FLANGE <br />CLEARANCE <br />TIE ROD SCHEDULE <br />TEST PRESSURE <br />25 PSI <br />I <br />50 PSI <br />100 PSI <br />PIPE <br />DIAMETER <br />(IN) <br />MINIMUM <br />PIPE WALL <br />THICKNESS <br />IN(IN)_REQ'D <br />TIE RODS <br />TIE RODS <br />TIE RODS <br />DIA <br />NO <br />DIA <br />IN <br />NO <br />REQ'D <br />DIA <br />IN <br />NO <br />REQ'D <br />6 <br />3/16 <br />— <br />— <br />— <br />— <br />5/8 <br />2 <br />8 <br />3/16 <br />— <br />— <br />— <br />— <br />5/8 <br />2 <br />10 <br />3/16 <br />— <br />— <br />— <br />— <br />5/8 <br />2 <br />12 <br />3/16 <br />5/8 <br />2 <br />5/8 <br />2 <br />5/8 <br />2 <br />14 <br />3/16 <br />5/8 <br />2 <br />5/8 <br />2 <br />3/4 <br />2 <br />16 <br />3/16 <br />5/8 <br />2 <br />5/8 <br />2 <br />3/4 <br />2 <br />18 <br />1/4 <br />5/8 <br />2 <br />5/8 <br />2 <br />7/8 <br />2 <br />20 <br />1/4 <br />5/8 <br />2 <br />3/4 <br />2 <br />7/8 <br />2 <br />22 <br />1/4 <br />5/8 <br />2 <br />3/4 <br />2 <br />3/4 <br />4 <br />24 <br />1/4 <br />5/8 <br />2 <br />3/4 <br />2 <br />7/8 <br />4 <br />30 <br />1/4 <br />5/8 <br />4 <br />3/4 <br />4 <br />7/8 <br />6 <br />36 <br />1/4 <br />3/4 <br />4 <br />7/8 <br />4 <br />1 <br />6 <br />42 <br />1/4 <br />3/4 <br />4 <br />1 <br />4 <br />1 <br />8 <br />48 <br />5/16 <br />7/8 <br />4 <br />7/8 <br />8 <br />1 <br />10 <br />NOTES: <br />24 x24 x6" CONC PAD <br />CI CLEANOU I W/ <br />INTERNAL BRASS PLUG, <br />1. <br />TIE RODS SHALL CONFORM TO ASTM A193 GRADE B7. <br />W/ BRASS TAG AND <br />SECURED HEAVY <br />DUTY COVER, SS SCREW <br />LOCATOR WIRE RISER <br />AND GASKETED JOINT <br />OUTLET <br />2. <br />NUTS SHALL CONFORM TO ASTM A194 GRADE 2H. <br />F <br />3. <br />TIE RODS SHALL BE TIGHTENED GRADUALLY AND <br />_ <br />EQUALLY IN STAGES TO PREVENT UNEVEN ALIGNMENT <br />- ': ' <br />' `.:' <br />FIN GR <br />AND TO ALLOW EQUAL STRESS ON ALL TIE RODS <br />UNDER PRESSURE. TIGHTEN UNTIL SNUG. THREADS1(— <br />SHALL PROTRUDE FROM NUTS. PEEN THREADS AFTER <br />�, <br />r <br />TIGHTENING NUTS. <br />\—(4) <br />4. <br />TIE RODS SHALL BE SPACED EQUALLY AROUND PIPE. <br />I III-1 11=1 I I=) I I I <br /># 4 BARS EW IN <br />CENTER OF PAD <br />5. <br />CONTRACTOR SHALL USE DATA FOR ONLY THOSE PIPE <br />RUBBER GASKET <br />SIZES AND TEST PRESSURES SPECIFIED IN THIS <br />COMPACT SOIL TO 95% <br />CONTRACT. <br />ASTM D-1557 MIN 12" <br />6. <br />PAINT TIE RODS AND BOLTS IN ACCORDANCE WITH <br />BELOW SLAB <br />E <br />SPECIFICATION SECTION "PAINTING AND COATINGS" <br />SYSTEMS. <br />49 ELBOW <br />TIE <br />RODS, FOR NUMBER <br />WYE <br />AND SIZES SEE SCHEDULE / <br />TIE RODS, FOR NUMBER TIE BOLTS AS MFG'D <br />NOTES: AND SIZES SEE SCHEDULE TIE BOLTS AS MFG'D BY " BY STAR NATIONAL <br />1. SEE DRAWINGS FOR AIR VALVE TYPE AND INLET DIAMETER. 4 MIN I-- STAR NATIONAL PRODUCTS 4 MIN F-� PRODUCTS OR EQUAL <br />2. BALL VALVE AND NIPPLES SHALL HAVE THE SAME OR EQUAL <br />DIAMETER AS THE AIR VALVE INLET. 45' ELBOW <br />3. VERIFY SIZE OF VALVE PRIOR TO ORDERING ANCILLARY <br />PARTS, DRILLING OR TAPPING. <br />4. UNLESS NOTED OTHERWISE, EXTEND VENT PIPING TO Cr GRAVITY CLEANOUT DETAIL 3 <br />AFF. PROVIDE SS BUG SCREEN, AND UNI—STRUTROM bm Z D SUPPORT. NTS — <br />�/ D <br />FLANGE MOUNTED AIR MECHANICAL <br />JOINT PIPE PE X PE SPOOL PE X FLG SPOOL FLANGED COUPLING ADAPTER <br />RELEASE VALVE DETAIL 1 SERVICE TYPE <br />NTS _ MECHANICAL JOINT PIPE FLANGED JOINT PIPE * WATER <br />* WASTEWATER <br />TYPICAL THRUST TIE ROD DETAIL 2 *RECLAI'I�"�`"� SIZE 9" 4" <br />NTS <br />VALVE TYPE WATER <br />* GV - GATE VALVE 24" <br />AND OVERCONCOF VALVE <br />D 1 BOX H-20 LOAD RATED VALVE BOX * V- BUTTERFLY BFV <br />SET COVER OF VALVE BOX d� CONCRETE CAST OWN LID BELOW GRADE IN PAVEMENT TYLERIUNION 461-S SIGMA 562-S * PV -PLUG VALVE <br />PAD 1/4- BELOW GRADE IN PAVEMENT A 2" OR SHOULDER AND 2" ABOVE OR APPROVED EQUAL * BV -BALL VALVE <br />ABOVE GRADE ELSEWHERE GRADE ELSEWHERE DIRECTION AND No. OF <br />VALVE STEM EXTENSIONS) REQ'D 1 TURNS TO OPEN VALVE <br />p4t <br />6 FINISHED GRADE TO MAINTAIN 2' DEPTH TO M�5 WA IDENTIFICATION DISK <br />M 5 OPERATING NUT ON DEPRESSED ANCHORED TO <br />MAIN W/ 36- OR MORE COVER GRADE OR PAVEMENT BR LETTERS CAST IN B DIA CONCRETE <br />BRONZE DISK AS MFR BY <br />C // // // // // // ' ° .'`yfR' `! * F // // // // \ sHELDON BRONZE CO. - X Tom" X s" CO <br />CONCRETE PAD C <br />-H ADJUSTABLE C1 VALVE BOX W/ COVER <br />\ N MARKED "WATER", -SEWER-, <br />VAALDJU�S gp I I \ BAR CONT I , ETC CAST IRON LID WITH RAISED <br />p LETTERS -RECLAIMED-, -SEWER- <br />HAND TAMPED BACKFILL AT TOP w <br />Z I I I I SECTION IL <br />0 OPERATING NUT OR "WATER" AS APPROPRIATE <br />VALVE STEM IN m 11 <br />I VALVE STEM N <br />HORIZONTAL POSITION r CISP I VERTICAL POSITION <br />q VALVE BOX SHALL REST ON <br />VALVE SE AS SPECIFIED I I EXTENSION ROD WITH r SO BEDDING ROCK, NOT ON THE PIPE Z <br />IZ <br />OR INDICATED ON DWGS I I OPERATING NUT 6" BELOW GRADE #3 BAR CONT, OC O <br />IIIWHEN VALVE IS OVER 4'-V BELOW FDOT 067 STONE (6 DEEP)GRADE <br />� <br />GEAR OPERATOR <br />DIA OF PEE OR 1r MIN Z <br />g BELOW VALVE , //\ \\//\ O B <br />GRAVEL BEDDING 0 <br />(COMPACTED FDOT 057 STONE) PILE VALVE COLLAR w/ IDENTIFICATION DISK DETAIL 6 Ix <br />VALVE (GATE VALVE SHOWN, NTS O <br />LL <br />\ \\ \\ \\ \\ \\ \\\ • LENGTH OF BEDDING N PLUG AND BUTTERFLY VALVES saMILAR) �./ <br />EQUALS VALVE LENGTH + 12- <br />COMPACTED FDOT 067 STONE (1 <br />PIPE OD + 12" 12' CUBIC FOOT) <br />BURIED VALVE w/ GEAR OPERATOR BEDDING & BOX DETAIL 4 BURIED VALVE w/OUT GEAR OPERATOR BEDDING & BOX DETAIL51 <br />NTS NTS <br />A oeslcNm AHOLMES *PROVED BY PROJECT No: DATE: A <br />WASTEWATER TREATMENT FACILITY 26110-025-01 MARCH 2O20 <br />DRAWN &RAMER Jonqwsu'�.%rj'Erff"Eunds!) <br />ADVANCED WATER TREATMENT UPGRADE DETAILS <br />CERTIFICATE OF AUTHORIZATION *1 NJ CITY OF ZEPHYRHILLS FLORIDA �c W. Dws <br />cwc mD TFRIEDRICH 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- S821 ANTHONY R. HOLMES <br />LTR. DATE REVISION$ BY APPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 70809 M 15 <br />4 3 21 <br />