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<br />FIE
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<br />OR EF
<br />N:Cf- TO PNORCI AND 91Nm DOFFING MUnFS, 5TRUCRAES, nC MMPROUTE AOA5r.EAt UR1teA TIE ttVGL URIIY CGKFIR:T aW., TILE
<br />IunIW3 pD.xFv D OR UMEamED) TwT wY M KPAE10 ar IS ADM. cpNTILNnaR sHUL MdfAI A REDEEMER RAN TO FIE ENMxaA FORAPPNVAI PRIOR � 7ee25 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 73542 � -
<br />'.IK tDxINCTOP ?1NL IE R90�E fan CdTKiNC POWEA/TDERBN[ NRMIFAI[5 ro [MIMPCRC MaK. ALL RflOwlgN EFFORTS SMALL N SABECI ro TM MPNW 1.
<br />.wo AARARGNG To NN7 ArAAES Palls PER AN,- cur Rs NK`A AND a >W ENGM'FP AND An KNTnm UTUN COWNAIES PHONE (813)78040 FAX (913)7804613
<br />-. F FELYSSAN FOR CGInaNCFON. A AID AWIlIOHK NTT ro NW OILER. - --
<br />SERVICE TYPE
<br />VALVE TYPE
<br />•VALVE SIZE
<br />• PV-PEUG VALVE
<br />6•
<br />VALVE TON
<br />scwER
<br />N
<br />DISK AIVCHDREDGDREO TO CONCRETE
<br />8'
<br />w
<br />DNECDON AND NO O'
<br />L-20
<br />TURNS TO OKF"N
<br />_
<br />CAST IN 3•
<br />DA 1 E DISK (TW)
<br />b
<br />oP
<br />CAST IRON LID WTd RAISED
<br />LETTERS 'WATER'
<br />PANTED GREEN (SEWER) OR
<br />PURPLE (RECLAN)
<br />SEE NOTE 6"
<br />36, x 6'
<br />CONCRETE PAD
<br />hViL
<br />LOCATOR WIRE ACCESS-2' SCH 60 PVC, FEMALE ADAPTER COUPLING AND 2' BRASS PLUG W/
<br />RECESSED NUE TERMINATE NSIAATED. SOLID 14 GAUGE COPPER LOCATOR WIRES AT TEAR W/ 12'
<br />OF EXTRA
<br />wEE
<br />PLAN VIEW
<br />FINISHED ASPHALT FINISHED GLADE
<br />,.
<br />Ft
<br />W-13 CLOSED FIE
<br />e 5' DC, 2' FROM TOP
<br />VALVE COLLAR AND IDENTIFICATION DISK
<br />18 FT
<br />EL CASING
<br />L PVC WASTEWATER
<br />FLEXIBLE WATER MAIN ENGISEIBDIT GUMTY MAIN
<br />COUPLING
<br />(TYPICAL)
<br />i
<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 'HE 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 />GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL
<br />NTS
<br />SEWER MAIN\
<br />I
<br />AS REOURED
<br />RIGHT-OF-WAY
<br />SEWER MAN SOLVENT WELDED
<br />\ CAP
<br />IN"'
<br />_PROPER
<br />�/ LINE
<br />' PLUG
<br />* N NOTE: MARK ALL POINTS
<br />WHERE SEWER SERVICES
<br />PLAN VIEW CROSS CURB WITH A "S"
<br />MARK IN CONCRETE.
<br />AS REQUIRED-RIrAMT-OF-WAY
<br />T7' SOLVENT WELDED CAP
<br />MIN.
<br />--VA-FINAL
<br />VERT TO CLEAN -OUT
<br />TO CA SYSTEM. NECTION
<br />�,ySyy y�A FINAL GRADE
<br />4' PVC PIPE ^�
<br />\ DEPTH AS RED. PER CLEANOUT
<br />INVERTS AS SHOWN ON PLAN &
<br />PROFILES L
<br />RIGHT-OF-WAY
<br />WETS PAIN SOLVENT WELDED
<br />CAP
<br />C WYE IN 4" PVC PIPE
<br />VIER NAIN 6'N4' PVC
<br />DOUBLE WYE\
<br />PROPERTY
<br />LINE
<br />B' PVC- PIPE
<br />6' PVC AS' BEND 4' PVC PIPE.
<br />4' i NOTE: MARK ALL POINTS
<br />WHERE SEWER SERVICES
<br />PLAN VIEW
<br />CROSS CURB WITH A "S"
<br />MARK IN CONCRETE.
<br />AS REWIRED RIGHT-OF-WAY
<br />T2' SOLVENT WELDED CAP
<br />WIN.)
<br />CONVERT TO CLEAN -OUT UPON
<br />n
<br />FINAL CONNECTION TO CITY SYSTEM
<br />FINAL GRAPE
<br />_.wMBMWL
<br />WNC. COLLAR
<br />4' PVC PIPE
<br />US FOUNDRY 762E RING AND COVER,
<br />B".4" PVC
<br />DOUBLE WYE 6' PLUG 1' PVC WYE
<br />6' PVC PIPE
<br />45' BEND OR {' PVC PIPE _ 45' BEND DR
<br />J•
<br />90' LONG RADIUS SWEEP - 90• LONG RADIUS SWEEP I�M1NQ 6' PVC PIPE SEWER MAIN v
<br />KT V,IM SL 4" PVC PIPE
<br />6' PVC 45' BEND
<br />PVC 45' BEND
<br />`PVC WYE N - - so LATERAL ACCEPTABLE FOR
<br />SEWER MAIN PVC WYE IN SINGLE FAMILY CONNECTION ONLY,
<br />SEWER MAIN MULTI -FAMILY, OR COMMERCIAL SERVICE
<br />SIDE VIEW SIDE VIEW SERVICE SHALL HAVE 6' MIN. LATERAL
<br />SANITARY SEWER SERVICE SANITARY SEWER SERVICE
<br />PVC SINGLE SERVICE PVC DOUBLESERVICE
<br />NOT TO SCALE
<br />_ --- -
<br />NOVEMBER 202E NOVEMBER 202E
<br />CITY OF ZEPHYRHILLS --- CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813p80-0813 S -5 PHONE (813)780-0029 FAX (811)780-0813 S 6
<br />GASKEIED AC
<br />TYPE C-304
<br />STAINLESS STEEL _
<br />NUTS, WASHERS
<br />& T-BOLTS
<br />24 Cr
<br />C-304 STA
<br />STEEL STRAP
<br />CITY OF ZEPHYRHILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NovEMBER2o21 - - -
<br />STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DFPARTMENI CITY OF ZEPHYRHILLS U'1LITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 SIM ALSTON AVENUE ZEPHYRNILLS, FLORFOA 31542 �' 1
<br />PHONE (813)780-0029 FAX (813)780-0613 S 1 4 PHONE (813)780-0029 FAX (et]p80-0e13 S ■ 6
<br />•
<br />_ I _
<br />SEE VALVE COLLAR
<br />IDENTIFICATION DISC
<br />DETAIL
<br />_
<br />FINISH
<br />FINISH GRADE OR
<br />TRACING WIRE
<br />JI
<br />- HAND TAMPED BACKFILL
<br />I
<br />AT TOP SECTIONT
<br />ADJUSTABLE
<br />OPERATING NUT
<br />VALVE Box
<br />CI VALVE BOX SHALL REST
<br />ON BEDDING ROCK, NOT ON
<br />SEE NOTE
<br />THE PIPE
<br />FOOT #57 STONE
<br />TRACING WIRE
<br />i
<br />(6" DEEP)
<br />it -
<br />PIPE
<br />(V
<br />111, IT
<br />'- VALVE
<br />-
<br />iCOMPACTED
<br />FOOT
<br />TI 11 I -il-
<br />M=1 #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 112 OF THE ADJUSTMENT
<br />LENGTH FOR FUTURE USE
<br />2. VALVE STEM FXTENSION(S) REO'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED
<br />MAIN W/36" OR MORE COVER.
<br />GATE VALVE BOX
<br />r CITY OF ZEPHYRHILLS NOVEMBER2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W-3
<br />PHONE (813)78D-D029 FAX (813)780-0613
<br />Sunshine
<br />state
<br />One Ca11,
<br />VALVE 7TW[
<br />• GV - GATE VALVE
<br />SERVICE TYPE
<br />•VALVE SIZE
<br />• WV- rR1EW7.Y VALVE
<br />4VALVE DENTIFIGAIION
<br />BARTER
<br />DISK ANGgED To CONCRETE
<br />6'
<br />IN
<br />DBEcnDN APO NO OF L-29
<br />TARNS TO OPEN
<br />1/8' IMERS CAST IN 3'
<br />OM BRONZE DISK (TV)
<br />CAST RON LID Mal USED
<br />tiAEER'
<br />LETTERS
<br />PANTED RUE (POTABLE)
<br />OR BED (FTC)
<br />SEE NOTE -
<br />4,
<br />24'E A r' TRICK
<br />coWE ETE PAID
<br />Nam
<br />LOCATOR WIFE ACCESS-2" Sal 80 PVC. FEMALE ADNPTER COUPLING NC Y BRAS PLUG W/
<br />RECESSED NUT. TERMlMTE NSUAT'ED,
<br />SOLD 12 GAUGE COPPER LOCATOR DIES Al TOP ./ 12-
<br />of EXTRA WIRE
<br />PLAN VIEW
<br />3/4' f04r4iFA
<br />FINTIHED ASPH T�
<br />I
<br />IMSED GRADE
<br />7 _
<br />(2)-/J CLOSED It
<br />• 5' OC 7" FROWI TOP
<br />VALVE COLLAR AND IDENTIFICATION DISK
<br />CITY OF ZEPHYR
<br />STANDARD DET
<br />CITY OF ZEPHYRHILLS UTILITY DEP
<br />39825 ALSTON AVENUE ZEPHYRHILLS. F
<br />PHONE (813)780-0029 FAX (813)7
<br />.EAIE•li�E.
<br />T IRON
<br />VICE SADDLE
<br />EWER
<br />PIPE"
<br />SECTION
<br />SEWER LATERAL RETROFIT
<br />N15 SECTION A -A
<br />SCALE - : 6
<br />�W{ I
<br />FOUNDRY A ups C
<br />�fEf�l,bay'RP
<br />t,,OQ�
<br />® ® ® 0 C..._U 11 0 ® r]
<br />Ll Ll®�
<br />Nc wk
<br />CIN
<br />LO
<br />2� Ll/W
<br />0123%IA
<br />2*-6" SO-
<br />FRAME AND SOLID LID
<br />/�
<br />/
<br />AC PAVING OR
<br />GRADE
<br />& NEENAH R-EFTS-A
<br />/
<br />(ROUND) OR EQUAL
<br />TO PIPE O.D.--'�-
<br />•'
<br />4 •'
<br />6
<br />��
<br />CONC. COLLAR
<br />RAISE TO GRADE IN
<br />_
<br />.
<br />UNPAVED AREA
<br />PREMOLDED PLASTIC
<br />4" MIN.
<br />EXPANSION JOINT
<br />MATERIAL.
<br />ENCASEMENT
<br />3" TYP.
<br />SAND BACKFILL
<br />CONCRETE ENCASEMENT
<br />EQUAL DIA. PIPE
<br />(8" LD. MAX.)
<br />AS REQUIRED TO
<br />ENCASE FITTINGS
<br />AS SHOWN
<br />'(1)2'-0" JOINT?
<br />II
<br />N
<br />FINISHED GRADE
<br />COMBINATION VALVE
<br />(SEE NOTE A) -
<br />44' PRECAST VALVE VAULT
<br />SxY AL ACCESS HATCH
<br />ill
<br />li- 2" OUTLET \
<br />THO OUTLET
<br />�r I
<br />SST GV -
<br />SST CLOSE
<br />NIPPLE (TYP)
<br />ELECTROPUSION TAPPING SADDLE
<br />HOLES FOR NEW PIPE SHAI.1. BE OF
<br />SUFFICIENT DU TO ALLOW PACKING CEMENT
<br />MORTAR AROUND THE ENTIRE PERIPHERY OF
<br />THE PIPE BUT NO LARGER THAN 1.5 TIMES
<br />THE DIA OF THE PIPE. PACK CEMENT MORTAR
<br />MOUND THE ENTIRE PERIPHERY OF THE PIPE
<br />A'
<br />L
<br />3/4" LIMESTONE ROCK
<br />-- UNDISTURBED SOIL
<br />AOTES
<br />. FOR SEWAGE FORCE MAINS, REPLACEMENT VALVE
<br />SIZE SHALL MATCH EXISTING VALVE TO BE
<br />REPLACED.
<br />B. THE VALVE VAULT IS NOT DESIGNED FOR
<br />GRAVITY_ CLEANOUT
<br />VEHICULAR TRAFFIC LOADS AND IS NOT INTENDED
<br />FOR PLACEMENT WITHIN THE TRAVELED WAY.
<br />NOT to SCALE-
<br />023 3/4
<br />1/4�
<br />4 3/8
<br />MACHINED SURFACES
<br />024 1 /4
<br />14, 023 3/8
<br />021 1/2
<br />- VIAr 5/8
<br />6
<br />1 --
<br />024 1 /2 -�
<br />030 1/4
<br />C. NOMINAL 36' MIN. ENGINEER MAY ADJUST AS
<br />REQUIRED BASED ON FINAL DESIGN,
<br />TYPICAL UNDERGROUND
<br />COMBINATION AIR RELEASE VALVE DETAIL
<br />-- __- NTS -�
<br />LLS NOVEMBER CITY OF ZEPHYRHILLS NOVEMBER2021
<br />LS STANDARD DETAILS
<br />RENT 'f CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />IDA 33542 S A 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S �]
<br />13\le/� A PHONE (813)780-0029 FAX (813)780-0613 3
<br />(4)-NON PENETRATING
<br />PICKHOLES
<br />ON -SITE
<br />MANHOLE COVER DETAIL MANHOLE COVER DETAIL F_O_R PAVED AREAS
<br />NOT TO SCALE NOT TO SCALE
<br />NOVEMBER 202E NOVEMBER 202E NOVEMBER 2021
<br />CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZLPIIYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542Seel 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 37542 Al - 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542
<br />PHONE (813)780-0029 FAX (813)780-0613 7 PHONE (813)780-0029 FAX (813)780-0613 S �J PHONE (813)780-0029 FAX (813)780-0613 S 3 A
<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 />e
<br />GROUT
<br />NOTE:
<br />PROVIDE SMOOTH TRANSITION IN CHANNEL
<br />BOTTOM FROM INFLUENT IE TO EFFLUENT IE.
<br />MANHOLE• CONNECTION
<br />TO EFFLUENT GRAVITY SEWER
<br />•IT; --
<br />8
<br />HILLS NOVEMBER2021 CITY OF ZEPHYRHILLS NOVEMBER20211
<br />AILS STANDARD DETAILS
<br />ARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />LORIDA 33542 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542
<br />0-0813 -5 PHONE (813)780.0029 FAX (813)780.0613 S 4A
<br />DOGHOUSE MANHOLES:
<br />1. FIG -A Doghouse manhdes are used, the base slab may
<br />be cast -in -place or precast and shall have reinforcing ban
<br />extending Into the concrete NI used for the flaw channel
<br />and bench. The doghouse manhole section shdl have
<br />openings provided by the manufacturer to fit over the
<br />wing plpe(s). The opening around the existing piks)
<br />shall be seded with concrete when forming the flow Channel
<br />to the top of the bench and the remalrling opening above
<br />the bench with concrete or brbic and mortar.
<br />1. Flow *hall be main:alnsd during doghouse manhole
<br />construction_
<br />3. Manhole pad to rest upon a minimum of 9'
<br />compacted #57 stone base -
<br />NOT TO SCALE
<br />Pf
<br />SEV
<br />via
<br />PEN 11CHOPEN'L.
<br />I./I"
<br />SEWER
<br />(tYP) SEE ENMBtt S-2A
<br />AND EKNBIT S-4
<br />IF APPLICABLE)
<br />$IMP[ ro NORM
<br />CHANNEL
<br />FA, il(M
<br />f,URVFS
<br />OPAL TYP SEC
<br />EXHIBIT 5-18
<br />EFFLUENT SEWER
<br />SEE LX MT
<br />5-2
<br />PLAN
<br />M6[JrU9y[LI M(-AND�LLIi�CQ-R
<br />OETAL TYP SEE EXHIBIT S--IA
<br />NOR-SHNHN GW
<br />ASPNALT
<br />(_
<br />-'MIT
<br />A UsTMERr
<br />WcGNcaPE
<br />L... NN2-
<br />;N. TO
<br />MA
<br />RAN.
<br />X.
<br />TOHMIE MNFORC04 (frP)
<br />5Ma5
<br />PVC ROUE
<br />�-
<br />DROP PIPE
<br />XTAL nv)
<br />CORNED
<br />SEE E%IKBrt S-19
<br />COUPLING
<br />T,2,3 OR 4 P.
<br />5' NA DROP NH
<br />LLW,HS AS READ.
<br />STAINLESS 517Il
<br />5" 12' a
<br />- GROUT
<br />8 WD
<br />B
<br />SON 30
<br />Pre Elmw -
<br />.
<br />DOGHOU - MANHOLE R BOOTT
<br />DETAIL EX1511NG REQUIRED
<br />SEWER MAIN
<br />NOTE: EXTEND SERVICE
<br />REFER TO STANDARD DETAILS 111. 113. 114. AND 115 FOR OVER INVERT
<br />ADDITIONAL DETAILS OF MANHOLE l
<br />I4'
<br />ROUT 1
<br />57 STOMI (12' AREA) PREPARE SUBDIVIDE
<br />(i1T) N NEOR ANNI MIN 14 SPRGIFIGIBNS
<br />1. CONNECTIONS AND GROUTING N WAIKILE ME SCHEMATIC.
<br />SEE ACTUAL OWES MDR PIPE DAMPERS. LOCATIONS AND INLERM.
<br />2. COAT OVFS4X Of VANHDLE AS SPECIFIED.
<br />3. LINE INSIDE OF MANHOLL AS VMIMD.
<br />A. 1.1 .HA11 RF CONCFNT 11 wHFH Pn..IPIF
<br />SECTION
<br />MANHOLE W1 DROP PIPE
<br />NTS
<br />CITY OF ZEPHYRHILLS NOVEMBER 2021
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT w
<br />39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 `_ _ A A
<br />PHONE (813)780-0029 FAX (813)780-0613
<br />\/ L H J
<br />Ar+�`
<br />�� �' '- • NOTE:
<br />i' ' A FORMED BRKIC INVERT IS RE-
<br />M* • i �'. ;. • 6� QUIRED FROM THE NEW SERVICE
<br />COMPACTED # 57 TO THE E)aSTING PIPE. REFER
<br />STONE BASE �, TO STANDARD DETAILS 111. 113,
<br />114, AND 115 FOR DETAILS OF
<br />4 4 THE INVERT.
<br />a d 4 �9 N
<br />kS SF( _0 ON AT EXISTING SEWER MAIN (B-3)
<br />1
<br />-----_i 4•-W FOR 6' TO 1Y WOO MANS I---
<br />6•-0• FOR I TO 3d WER MAINS4---
<br />----.� s•-d FDR 3n" TO 54" sMM MANIR I
<br />I �
<br />-GROUT
<br />'MAX 6"MAXI
<br />i
<br />CTED i 57 -� ( I 2SAW CUT TO SPRINGUNEI I
<br />TONE BASE \ �a
<br />c a ' 9"
<br />SECTION ALONG CENTERLINE OF_Ex1ST1NG SEWER MAIN (A -A)
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<br />DWIe'. 2023- T62T]BASW'
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<br />•
<br />No. 74145
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