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<br />NNIY TIRE M MSTALLW N ACCONbvICC IHM M ,rNa1 UtY10 CONLKT MTAA
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<br />CITY OF ZEPHYRHILLS UTILITY
<br />NOSSAW, M PNONc1 Aw wPF•DA! -1- 1mrMs. 11MAnM1. ANn oMR
<br />FEAFIWS (L'N "'I d "NEMDsm) "' MAY M INWILD W HS Wrwx.
<br />22. M CONAACTOI SALL M RLIAIAISBtt FOR CMAW NW[A/I[IEPHIOHL CONWKs
<br />ImV1E AMRNEF a IT, _ NC THE ,YPr - m 1 W., M
<br />ED�I,Wr;IOA SHALL SLIYI A REJFAId MN M 1N -11 1d AwNONAI oMo11
<br />TO EOWEMRC WON. A41 IIELDGId IFFMrs TALI M AAAC, TO 1. AA•nOAAI
<br />39825 ALSTON AVENUE ZEPHYRHILL
<br />AFe A11MNGtlL ro NANE LADIES - NED AND/DR cvr WITS Ad01'm ATM
<br />AEPLACED. A A4CE]SARI' FDN TXASI ION AT NO AODtFOA L COST m M OWES.
<br />d M ENw.[Fn wn ANY AEELT[D uram DaLPAA4T5.
<br />PHONE (813)780-0029 FAX (81
<br />-- - - - -
<br />SERVICE TYPE
<br />HALVE TYPE
<br />• VALVE SIZE
<br />• PV-PLUG VALVE
<br />g•
<br />VALVE IDENTIFICATION
<br />SEVER
<br />ANCHORED TO
<br />DISH AIICIIOREO f0 CONCRETE
<br />6"
<br />PY
<br />DIRECTION AND NO OF L-20
<br />TURNS TO OPEN
<br />1/8" LETTERS CAST IN !•
<br /><f)n
<br />sWIA
<br />6
<br />DLA BRONZE DISK (TAN)
<br />CAST IRON UD WIN RAISED
<br />LETTERS *WATER'
<br />PAINTED GREEN (SEWER) OR
<br />PURPLE (RECINM)
<br />SEE NOTE
<br />e
<br />!e" % R"
<br />CONCRETE PAD
<br />f81II.
<br />LOCATOR WIRE ACCESS-2' SCR 50 PVC. FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/
<br />RECESSED NUT TERMINATE NSLAATED, S)UD 14 GAUGE COPPER LOCATOR MRES AT TOP W/ 12-
<br />OF EXTRA WIRE
<br />PLAN VIEW
<br />3/4- CHANIFER
<br />FINISHED ASPRALT
<br />FINISHED GRADE
<br />(2)-/3 CLOSED TIE
<br />e 5" OC, 2• FROM TOP
<br />VALVE COLLAR AND IDENTIFICATION DISK
<br />NTS
<br />CITY OF ZEPHYRHILLS NOVEMBER2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE 1313)760.0029 FAX (813)7804613 S 14
<br />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAILXHIBI _ FINISH GRADE OR
<br />r PAVEMENT
<br />TRACING WINE '`-HAND TAMPED BACKFILL
<br />AT TOP SECTIONT
<br />I
<br />ADJUSTABLE-�'`/- - OPERATING NUT
<br />VALVE BOX �' CI VALVE BOX SHALL REST
<br />ON BEDDING ROCK, NOT ON
<br />SEE NOTE ! THE PIPE
<br />FOOT #57 STONE
<br />TRACING WIRE (6" DEEP)
<br />PIPE
<br />CV 1� I.11 VALVE
<br />- - - COMPACTED FOOT
<br />i�l Il #57 STONE
<br />WIDTH OF BEDDING EQUALS
<br />LAYING WIDTH OF VALVE +12"
<br />(6" BEYOND EA SIDE)
<br />NOTES:
<br />1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT
<br />LENGTH FOR FUTURE USE.
<br />2. VALVE STEM EXTENSION(S) REO'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN W/36" OR MORE COVER.
<br />GATE VALVE BOX
<br />18 FT
<br />STEEL CASING
<br />.._ .."__..._" RIGHT-OF-WAY
<br />4'.4' PRECAST VALVE VAULT
<br />3•x3' AL ACCESS HATCH
<br />SEWER MAIN SOLVENT WELDED FINISHED GRADE L w f
<br />CAP
<br />PVC WYE IN 4" PVC PIPE _-
<br />/SrNFR MAIN 6%4" PVC 2" OUTLET -
<br />DOUBLE WYE\
<br />PROPERTY 2'-6" SO. THD OUTLET \
<br />UNE AC PAVING OR
<br />_ FRAME AND SOLID LID / GRADE COMBINATION VALVE
<br />I & NEENAH R-1974-A % (SEE NOTE A)
<br />(ROUND) OR EQUAL
<br />g' pyC_ plpE / TO PIPE O.D. • 6
<br />8" PVC 45' BEND 4• PVC PIPE • * NOTE: MARK ALL POINTS 4 • RAISE_, -CONC. COLLAR
<br />WHERE SEWER SERVICES
<br />PLAN VIEW CROSS CURB WITH A A'S" UNP VED AREAS IN SST GV _
<br />MARK IN CONCRETE.
<br />PREM01 DED PLASTIC -
<br />EXPANSION JOINT 4" MIN. SST L CLOSE
<br />MATERIAL ENCASEMENT HIPPIE (ttP)
<br />AS REWIRED RIGHT-OF-WAY 3" TYP. ELECTROFUSION TAPPING SADDLE
<br />SAND BACKFILL T SOLVENT WELDED CAP HOLES FOR NEW PIPE SHALL BE OF
<br />MIN. CONCRETE ENCASEMENT
<br />CONVERT TO CLEAN -OUT UPON EQUAL DNA. PIPE SUFFICIENT DVA TO ALLOW PACKING CEMENT
<br />FINAL CONNECTION TO CITY SYSTEM _ (8" I.D. MAX.) MORTAR AROUND THE ENTIRE PERIPHERY OF
<br />�nNAL GRADE AS REQUIRED TO LN THE PIPE BUT NO LARGER THAN 1.5 TIMES
<br />N ENCASE FITTINGS THE DIA OF THE PIPE. PACK CEMENT MORTAR
<br />(1)2' O" JOINT? AROUND THE ENTIRE PERIPHERY OF THE PPE =
<br />✓,a; J AS SHOWN--� /
<br />4" PVC PIPE GONG. COLLAR-
<br />\ US FOUNDRY 7621 RING AND COVER. - - 3,
<br />To 3/4" UMESTONE ROCK
<br />II
<br />N
<br />� ° N
<br />4" PVC WYE
<br />4" PVC PIPE
<br />OTES
<br />90' BEND DR UNDISTURBED SOIL A. FOR SEWAGE FORCE AWNS, REPLACEMENT VALVE
<br />' 45' LONG RADIUS SWEEP
<br />SEWER MAIN vJ q„CIPE 4" PVC PIPE SZE SELL MATCH EXISTING VALVE 10 BE
<br />O y\N
<br />4• PVC 45' BEND B. THE VALVE VAULT IS NOT DESIGNED FOR
<br />VEHICULAR TRAFFIC LOADS AND IS NOT INTENDED
<br />NOTE" GRAVITY CLEANOUT FOR PLACEMENT WITHIN THE TRAVELED WAY.
<br />4" LATERAL ACCEPTABLE FOR
<br />PK WYE IN SINGLF FAMILY CONNECTION ONLY, NOT TO SCALE
<br />SEWER MAIN MULTI-rAMILY. OR COMMERCIAL SERVICE C.
<br />R NOMINAL
<br />36' MI ONFINAL
<br />MAY ADJUST AS
<br />SIDE VIEW SERVICE SHALL HAVE 6" MIN. LATERAL
<br />SANITARY SEWER SERVICE TYPICAL UNDERGROUND
<br />PVC DOUBLE - COMBINATION AIR RELEASE VALVE DETAIL
<br />- - NOT i0 SCALE -
<br />NTS
<br />NOVEMBER2021 NOVEMBER2021 NOVEMBER2021 NOVEMBER2021 NOVEMBER2021
<br />RHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS
<br />TAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS
<br />DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />S, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39E25 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />3)780.0613 S -1 1- To PHONE (013)780-0029 FAX (813)780-0613 S -5 PHONE (813)780-0029 FAX (813)780-0613 - S -6 PHONE (813)760-0029 FAX (813)780-0613 S -9 PHONE (8131780-00" FAX (813)780-0613 S 13
<br />L PVC WASTEWATER
<br />FLEXIBLE WATER MAIN ENCASEMENT GRAVITY MAIN
<br />COUPLING
<br />(TYPICAL) *f
<br />10 FT _ 10 FT
<br />NOTES:
<br />1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF
<br />VERTICAL CLEARANCE. THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF
<br />STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING
<br />AS DETAILED ABOVE.
<br />2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY
<br />AND THE WATER MAIN MUST BE ENCASED,
<br />SEWER MAIN
<br />RIGHT-OF-wA�
<br />SEWER YAW I / SOLVENT WELDEDCAP
<br />PVC WYE a 4• Plc PIPE
<br />W /SEWER MA
<br />4" PVC *YE
<br />.PROPERTY
<br />LINE
<br />1 4" PLUG
<br />4• PK- PIPE
<br />` PVC 45 BEND • e NOTE: MARK ALL POINTS
<br />WHERE SEWER SERVICES
<br />PLAN VIEW CROSS CURB WITH A "S
<br />MARK IN CONCRETE.
<br />AS REOUN2ED
<br />RIGHT-OF-WAY
<br />1j. SOLVENT WELDED CAP
<br />MIN,
<br />CONVERT TO CLEAN-OLIT
<br />UPON FINAL CONNECTION
<br />H TO CITY SYSTEM.
<br />FINAL GRADE
<br />4' PVC PT PE
<br />DEPTH AS RED. PER CLEANWT
<br />INVERTS AS SHOWN ON PLAN &
<br />PROFILES
<br />6".4" PVC
<br />DOUBLE WYE B" PLUG
<br />6" PVC PIPE
<br />45' BEND OR
<br />8" PVC PIPE
<br />90•LONG RADIUS SWEEP
<br />•J•
<br />yµN rj'
<br />I \p�
<br />6" PVC 45' BEND
<br />1PVC WYE IN
<br />SEWER MAIN
<br />SIDE_1/1FIN
<br />SANITARY SEWER SERVICE
<br />GASKETED AC
<br />TYPE C-304
<br />STAINLESS STEEL _
<br />NUTS, WASHERS
<br />& T-BOLTS
<br />24 G,
<br />C-304 ST,
<br />STEEL STRAP
<br />LPILHHL
<br />iT IRON
<br />MICE SADDLE
<br />EWER
<br />PIPE
<br />SECTION
<br />rA
<br />A6111141 a mpa c
<br />p �" oRJs
<br />EIDMMMMEMO A
<br />SAN HAIRY
<br />11 ® ® Il U 0 171 11 11
<br />11111111IlLD0
<br />U U L
<br />,tic 190%
<br />y�Oil IN U-6-
<br />OFF -SITE
<br />21,"
<br />1 „
<br />023 3/4
<br />1/4T
<br />4 3/8
<br />3
<br />023�"
<br />MACHINED SURFACES
<br />024 1/4
<br />023 3/8
<br />021 1 /2
<br />6 - F5/8
<br />I _
<br />024 1 /2 - -)
<br />030 1/4
<br />O SITE
<br />1/2 PER FT
<br />BENCH SLOPE
<br />(MIN) (TAN)
<br />1NELUENI SEWEN (IOU) SEL E.HBIT S-M
<br />ME CXHIBR S-1 (IF AWLICNIE)
<br />SHAPE TO FORM
<br />EASY FLOW
<br />MANHO N L
<br />CURVES
<br />ML lYP SEE
<br />E.HIwT S-tR
<br />EFFLUENT SEWER
<br />SEE EXNBIT S-2
<br />PLAN
<br />ii EPAME W0 COVCR
<br />DCTNL rYP SEE EXHIBIT 5-FA
<br />NON-SHR,NN GROIN
<br />ASPIMLL
<br />RN
<br />vARAeu
<br />ADJUSTMENT
<br />_
<br />W//CON IT
<br />2'-0'
<br />6•
<br />AOIUSTIMG RINGS
<br />(6• AN. t0 12-
<br />MAz.)
<br />•I
<br />o
<br />TONGUE REINrORCING "I
<br />SOA35
<br />TING PPE
<br />4, DIAL
<br />SEE .FLIRT
<br />STAINLESS STEEL
<br />STRAP 2. OC -
<br />C W
<br />SOR 15
<br />PVC ELM. i
<br />} 1,23 4T. OR T' / IENIGT OR AS T.
<br />--1 /4 `W 57 STONE 02• NICK) PREPARE wacRAM
<br />Wd IN ACCORDANCE MN THE SPECFIUTpNS
<br />SEWER LATERAL RETROFIT I�CON NECTNINS AND GROUTING IN MANHOLE ARE SCHEMATIC.
<br />GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL SEE ACTUAL OWLS FOR P,PE DIAMETERS. LOCH IONS AND INVENTS
<br />SECTION A -A
<br />NTS SCALE 1 : 6 z. CART ansoE Lx MANHOLE As sP[aFIFO.
<br />NTS 3. LINE INSIDE O MANHOLE AS SPECIFIED.
<br />MANHOLE COVER DETAIL MANHOLE COVER DETAIL FOR PAVED AREAS 4 RISERS S SEC ON WEN PpSAB t.
<br />NOT TO SCALE NOT TO SCALE MANHOLE WI DROP PIPE
<br />NTS
<br />CITY OF ZEPHYRHILLS NOVEMBER2021 1 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021
<br />STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39625 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S A
<br />PHONE (813)7804M FAX (813)7604613 S 1 6 PHONE (813)780-0029 FAX (813)780-0613 S -1 7 PHONE (813)TBO-N29 FAX (813)780-0613 S -3 PHONE (813)780.0029 FAX (813)760-0613 S 3A PHONE (813)780-0029 FAX (813)7804613 2
<br />DOGHOUSE MANHOLE RUBBER-
<br />BOOTT
<br />SERVICE TYPE
<br />EXISTING REQUIRED
<br />VALVE TYPE • VALVE SZE
<br />G, _ GATE VALVE ETAI L
<br />• SEWER MAIN
<br />WV- BUTTERFLY VALVE
<br />i
<br />VALVE IDFhMFICATKKi
<br />WATER DISK ANCHORED TO CONCRETE DOGHOUSEMANHOLES:
<br />6" NOTE;
<br />EXTEND SERVICE
<br />GV 1. FlG-A Doghouse manholes ore used, the base stub may
<br />DIRECTION AND NO OF L-20 OVER INVERT
<br />TURNS TO OPEN
<br />be cant -In- dace or precast and shall hors reinforcing ban REFER TO STANDARD DETAILS Ill, 113, 114, AND 115 FOR
<br />extending Into the concrete III used for the flow channel ADDITIONAL DETAILS OF MANHOLE
<br />new
<br />1/8" LETTERS CAST IN 3•
<br />DM BRONZE DISK (TYP)
<br />CAST IRON UD WIN RAISED
<br />LFTEERS 'WATER'
<br />PAWED BLUE (POTABLE)
<br />OR RED (FIRE)
<br />SEE NOTE
<br />4"
<br />24'0 i 6• THICK
<br />CONCRETE PAD
<br />NQIL
<br />LOCATOR WIRE ACCESS-2' SCH
<br />80 FIVE. FEMALE AIMPTER COUPLING 40 2' BRASS PLUG W/
<br />RECESSED NUT, TERMINATE WISOATED. SOLD 12 GAUGE COPPER LOCATOR W■ES AT TOP W/ 12-
<br />OF EXTRA WIRE
<br />PLAN VIEW
<br />015•OC. 2' FM1Y TOP
<br />VALVE COLLAR AND IDENTIFICATION DISK
<br />NTS
<br />INVERT FLEXIBLE CONNECTOR
<br />FILL ANNULAR SPACE
<br />CHANNEL TOP W/NON-SHRINK GROUT
<br />CHANNEL BOTTOM
<br />(SEE NOTE) EFFLUENT SEWER PIPE
<br />6" (MIN)
<br />1
<br />GROUT
<br />PROVIDE SMOOTH TRANSITION IN CHANNEL
<br />BOTTOM FROM INFLUENT IE TO EFFLUENT IE.
<br />MANHOLE -CONNECTION
<br />EFFLUENT GRAVITY SEWER
<br />NTS
<br />NTS
<br />CITY OF ZEPHYRHILLS NoveMeER2oz1 CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER2021
<br />STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHLLS. FLORIDA 33542 39625 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />° - PHONE (813)MO4020 FAX (813)780-0613 W -3 I - , ' PHONE (N3)180.0029 FAX (813)7904613 p80-0029 FAX (8/3)7804613 S A
<br />Mate
<br />onr Call !�
<br />and bench. The doghouse manhole section shall have
<br />openings protilded by the manufacturer to fit over the
<br />existing plpe(a). The opening around the eidetfig P)Pds)
<br />shall be ceded with Concrete When forming the flow Channel
<br />to the top of the bench and the remaining opening above
<br />the bench with concrete or brick and mortar.
<br />NOTES:
<br />1. Flow Shall be maintained during doghouse manhole
<br />con stru Ctlon.
<br />3. Manhole pad to rent upon a minimum of 9"
<br />compocted #57 stone base.
<br />NOT TO -5QALE
<br />PI
<br />SEA
<br />G
<br />COMPACTED # 57
<br />STONE BASE
<br />TED # 57
<br />)NE BASE
<br />4' `
<br />OUT
<br />�•
<br />L • _ e
<br />NOTE
<br />a" '
<br />t+••�"
<br />• '�•
<br />A FORMED BRICK INVERT IS RE-
<br />i .'
<br />i i'•W ;• • (jN
<br />OUIRIED FROM THE NEW SERVICE
<br />TO THE EXISTING PIPE. REFER
<br />TO STANDARD DFTAILS 111. 113E
<br />114. /AND 115 FOR DETAILS OF
<br />:4
<br />Ar
<br />d
<br />THE INVERT.
<br />4
<br />a. 9N
<br />�•
<br />CROSS SECTION AT EXISTING
<br />Ie
<br />SEWER MAIN B-B)
<br />or-0" FOR r TO 12" SIEVI R WAM . -
<br />... VI FOR 15" TO W SEIER MAINS. --
<br />C-0" FOR 3r TO 154• SEV" MAN'
<br />-GROUT
<br />i
<br />6`MAX 6-MAX
<br />I I i l
<br />a
<br />46
<br />d
<br />SECTION ALONG CENTERLINE OF EXISTING SEWER MAIN (A -A)
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<br />PROJ. NO. 21-2420
<br />DATE 10-21-2022
<br />SHEET NO.
<br />C-7
<br />
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