|
PLAN
<br />CHANNEL WIDTH TO
<br />MATCH THE EFFLUENT
<br />SEWER PIPE DIAMETER
<br />1/?," PER FT
<br />INFLUENT/EFFLUENT SEWER PIPE BENCH SLOPE
<br />I A (MIN) (TYP)
<br />f' PE ID (M1 N) ENT
<br />GROUT
<br />U-SHAPED
<br />CHANNEL
<br />NO
<br />1 RO VEL SLOPES AND CHANNELS SMOOTH TO
<br />PREVENT COLLECTION OF MATERIALS.
<br />. ALL INVERTS SHALL BE CONSTRUCTED IN A MANOR
<br />TO ALLOW FOR EASY INSERTION OF A SEWER
<br />CAMERA/TRANSPORTER
<br />MANHOLE - U-SHAPED CHANNEL
<br />NTS
<br />4N
<br />CITY OF ZEPHYRHILLS APRIL2020
<br />v� w
<br />I STANDARD DETAILS
<br />CITY OF ZEPHYRHiLLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE.EPHYWI.M FLORIDA 336442
<br />PHONE (813)789-0029 fAX (8i3)7S0-0I913 S=1B
<br />FJ D1 99 ELL (TYP)-
<br />1' EXPANSION
<br />JOINT nLLFR (TYP)
<br />*SHED
<br />?ADE (TYP)
<br />c
<br />T+R
<br />a
<br />W
<br />a.
<br />4 FJXRPOJ DI PIPE
<br />FLOW --'
<br />DOUBLE GHHECT{ WiT}I DETECTOR ASSEMBLY OUTDOOR INSTALLATION FEBCO
<br />MODEL 654, OR APPROVED EQUAL WITH THERMOSTATIC' VALVE FREE'
<br />PROTECTION (WEaE PROTECTION NOT SHOWN FOR CEARrty,, THERMOSTATIC
<br />VALVE SHOULD BE INSTALLED ON THE DOWNSTREAM TEST CM OF THE
<br />BACKFLOW PREVENTER)
<br />PEST MHWCATOR
<br />VALVE.
<br />(IF REWRED)
<br />(4) Ir DOLiARD&
<br />d SEE DETAIL ON
<br />SHEET S.
<br />PIPE SUPPORTS
<br />(PER MANUFACTURER
<br />CONGRET£ SLAB47 THICK x 3'-4' WIDE x
<br />10' 6' LONG i/ 6x6 W4,9xW4.9 WWF,
<br />CHAMFER EXPOSED EDGES 1"
<br />4r FJ x FJ OI 40 ELL
<br />e FJxFJ gal 90' ELL.
<br />24
<br />FLOW
<br />€ L(M:
<br />T. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53; CEMENT LINED INTERIOR WiTH FLANGE FITTINGS FOR ABOVE GROUND
<br />USE,
<br />MANUFAC'TUiiERS RESTRAINED JIDNTS SHALT BE USED FOR UNDERGROUND PIPING-
<br />2: CH]RTIFFCATiON BY THE CITY OF PROPER INSTALLATION ANDOPERATIONWILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CBY;
<br />3- ALL BACKFL OW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL • THE BACKFLOW PREVENTION DEVICE ASSEMBLE` SHALL BE A
<br />REDUCED PREMRE DVACE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR
<br />CROSS CONNECTION AND HYDRAULIC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE METED TO THE FIRE SUPPRESSION
<br />SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTOR CAN BE USED.
<br />4, THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH, 6x6-W1.4xWI.4 WELDED WIRE FABRIC AND SHALL BE TYPE 1,
<br />PORTLANO CEMEM WITH A MINIMUM 28-•DAY STRENGTH OF 3000psi,
<br />5. SLAB WIDTH SHALL BE 5 FF TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY.
<br />6. 60LLARLTS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS.
<br />7, ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION --RESISTANT CHAINS (THE CITY
<br />TO PROVIDE THE LOCKS).
<br />BACKFLOW PREVENTION ASSEMBLY (FOR FIRESERVICEONLY)
<br />NTS
<br />TW CITY OF ZEPHYRHILLS APRIL2 24
<br />0
<br />I
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39823 ALSTON AVENUE.ZEPHYRHILL.S, FLORIDA 33542 W0
<br />PHONE (813)780-0029 FAX (813)780-003
<br />12--I
<br />REFERENCED DATA
<br />1 fOP0GR*fA0 SIMMY WAS OBTAINED FROM - AND PER 4101) BY - DATED
<br />2. SVOWAPF UTUTY EAPNRAIM WAS OBTAINED FROM W-, AM PERFORMED
<br />DATED -
<br />3- ALL ELEVATIONS ME REFERENCED 10 THE NORONTAL DA" 15 BASED ON STATE
<br />PLANE
<br />4. THE SURVEY NI'ORMATION CNNTANED FLREf N WAS OB7ARNEp FOR OF"uON PURPOSES AND
<br />MAY Not JW ACEOLW,E AEPRESEWAIDM OF ACNA OONORTONS FOR PRO.IEOT
<br />CDNS)RUO/ION. E111W CONNURS SHOUT REFIRESENt RFTE! aLAtMN9/EKTRHPOtATiptIS
<br />ERNE TE 8E5T' AVALA E 3LWKY LATH. ALL. 1WXS AESULTRD FROM THE USE OR
<br />NEERPREU7AN CY TIE 3 MO DMA SNOMN. STEAL E BWNE BY THE CONTRACTOR,
<br />5. EOT OINICAt INESTRdnOtM AND REMM ENDATONS PERFORMED BY „REFER TO
<br />REPORT DATED _.
<br />G. IT IS THE FESPONSIBUTT OF THE CONRCTOR 70 ESTABUTAE N THE FIELD LIMNS OF
<br />COMSTRUORON, KWHAWRS (EkEY.}}. CWRDNATS. GEEETET ONES, AD STATOMWD AS
<br />REOUFU TO CONSMUCE MIS PB0JF07.
<br />GENERAL
<br />Y.
<br />ALL Cfii6N ARID W/F:TRICTKN SWIL CONFORM TO THE MINIMUM SWDARDS SET TOM
<br />BY THE fD AHWA NSA. A D CITY Or ZWKffA .S.
<br />B. THE CONTRACTOR IS ADVISED' NOT 10 SAVE FROM OR XNUS BUT TO REED VERIFY ALL
<br />DNENMONS. THE DNFNMNNS OF SPECIFIC AW FURNISHED' PRODUCTS AND WERVLF
<br />TAD PRECEDENCE OVER DIMENSTONB NCY,A1F0 ON THE ENOWE& T EW 72M
<br />DEtRAIDNS OCCUR, 11E CRIP" TOE SHAL NM THE EN TION, iFASt 72 HOURS
<br />PRIOR 1O CONSTPUCTgN EGO' A DF7FU11UMTTON AND REBCAAMN..
<br />1 THC CMIRACTOR SNAL CHECK PLANS FOR "Ni NO DISCROVINCIES PRIOR. TO
<br />PERRYRNITD ANY T/OE N THE AFFECTED AREA
<br />to rt IS 1fE CONTRACTORS RESPONSIBILITY TO BECOME FNNMAt WITH THE PER IT AND.
<br />NSPE KN fEOIRREMEMS- St+ OU BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE
<br />Dlfi9EXR: INE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRO TO
<br />CCflBTigCT10N AD SCOEORE INSRECIDN Ace"; TO ASEINCY IHWtRuI.1IONTS.
<br />11. ALL III PERFORMED SH4V.L COMPLY WITH TE TEGIIIATICNS AND CWNANO.S OF THE
<br />VARIOUS INWRMA,. AC$1R7ES NMNG'JURSOCTON O'ER THE WORK.
<br />CONSTRUCTION LAYOUTILIMITS OF CONSTRUCTION
<br />12. THE EONTRACIOR SHALL OBTAIN THE SERACLS OF A PROFESSIONAL LAND $UPVFY
<br />L)CIOM N THE STATE OF FLORIDA FIAT LAYOUT PROOF OF LKFMiE SHAH BE
<br />SL-ADl[D ro THE ENWAEER BEFORE IIEONNNO LAYWI.
<br />11 NCI OBTWUANCE OWL E ALLOWED OUTSIDE OF THE RXWIT OF WAYS AHD/OR THE
<br />UJIM OF MAORUCfroN SHOWN ON ME DBMANOB UNLESSAPPROVEDBY THE MU
<br />OR SPECIFEGVL.Y HTED ON THE DRAIGhm
<br />EXISTING CONDITIONffi
<br />I& LOUTKNS, ELEVATIONS, AND DIMENSIONS OF EW LNG UTNIES, SN IICTURER AND OTHER
<br />SbUURES ARE SHOWN BASED ON THE BEST IMFORNATON. AAWA&E AT. THE ORE AnOCF
<br />PREPARATION OF THEM PEAKS MWR14WR SHALL VERIFY THE LOCATDNS. INRS.
<br />AD OA1EtLCOgs OF ALL EUSr U1W,IE^x STAUCIU ES. AND OTHER FEATURES
<br />AFEEOTFro- THIS WAR( PRIOR i0 pNSiRUOTIOH.
<br />IS, PRESTO 44" DIR WINO PREPARATION 90 SUBMRAL AND KWHASE OF RELATED
<br />WTNRA.S. THE CONTRACTOR SHALL L NEED VERFY WING UTLBIES ((LLpp0CAA 14 SGEE,
<br />MATIGWA$ OF CONSTRUM, OUTSIDE DWEETER, WALL 1MORNESS, RUUfnW55,
<br />ELB 11W M.Z TO WHKHI ctwrEDTK0 SI WILL E MADE. GONTRAOOR SHALL INCLUDE
<br />FOLD MEASUREuNn1$ ON SHIP OmWRtg
<br />16. ME CXAITRAOOL WEAL Hg1Gi' TIE OWNER AND EWNLSR N WAM40 WE IELY F
<br />COEEIO73 ETEEN TIE DRAWINGS AND ACTUAL CONDITIONS ARE OSCOVMT THE
<br />DRAWRCOWANOMWS. SHALL ACCURATELY REWRD ANY SUCH CONFLICTS ON THE REM
<br />17. ANY PROPERTY COMM MOVEMENTS, OR BENCH MARKS WITHIN THE PRMCI AREAL
<br />SHALL EE PRDOECIED UNLESS OTERWASE NNCAIFA FOR DOICUTOFL F ANY SUCH ITEMS
<br />ARE N DYNEER OF DAMS[ OR HAVE BEN* 01MWF9, THE OON,FACTOR 5104L NWFA
<br />THE OWNER AND THE DOOM NMEDIAMEr AND, REPMZ/0MI E THESE FEW AT NO
<br />ACMORN. COST 10 THE OWNER E OWNER CHOOSES TO SELF PONFORM ONE REM OR.
<br />INCURS 111ATED C ISLS, THE OOITRACTR WALL R SJM THE OWNER FOR ALL
<br />COSTS ASSOCIATED WHIN W EFFORT.
<br />I& THE CONTRACTOR S RESPONSIBLE FENS REPAIRING AFT' GNACE TO EWIN G EACIUM5.
<br />ME CONTRACTOR CALLED FOR IN THIS CONTRACT. OCCUIR AS RESULT Of THE OWPEWFDRAEO BY
<br />UTILITY ITY COORDINATION
<br />19, THE CONTRACTOR SHNL NOTIFY ALL: 0111TIES HEIR THE PR*LW AREA AT LEAST 4a
<br />HOURS PRIOR 10 CONSTNGYKN. THIS 51W1 "OURDE IDTPRNO'SUISHINE STATE OWE
<br />CAA_ Or RIME • AT LEAST 48 HOURS PRIOR TO ANY faYAY M WOW TO KALE ALL
<br />ExSRNG UMI EG LDCAIED. THE "WE NUMBER S t-800-432-4770 AND THE WEB
<br />SITE S MVW.CAUSIWISHFEC06L N W6TAVCES WHERE DODGING OCCURS N WElLAWYS.
<br />THE NOTWAVION PERIOD SHALL E WAMSED FROM M LEAST 48'HOURS TO AT LEST
<br />10 am
<br />20. FLaTRmA LAW (FS 653.851) RE'GUARE5 7FlAL xRsoas MAKNG kaCAVADNS IN "U",STW.E#S, ALEY5, RLM-OF-WAYS UITUtT 4WSELRTNTS IAkST FIST OBTAIN
<br />NFORIA11O3 ONI 1CCLMENS OF UNDERONOUND GAB PPEINE$A
<br />21. 7ME CONTRCTOR S BE5PDNSI�E,BE [RxR BP.IGNO, SHdRWa OR PRONOXNG ORRER MOMS
<br />FMAIREMN TO RD OR AND BU=) AT MAY
<br />BEWIMPA SN BY
<br />IS I WD OWNER
<br />fEATR{$ {ExPOSED M IVEx�) THAT MAY E WAITED BY xl4 WONT.
<br />22. THE CONTRACTOR SWLL E RESPONSIBLE FOR CONACTNG POWER/RIEPHONE OOMPAMES
<br />,YD ARRAIOWNe TO NAME UIRfiF^ POLS NL. 44)10R 8UY PARES REMOVED NFI
<br />REPEALED, IF NECESSWIT FNML OCNS1RtOT10N. AT NO AODMHOAL OOET'70 ME OWNER,
<br />23. THE CONTRCTOR SHAL NOTIFY INE API'NOPRATE NNIAO AOEHOYEUM) PRINT TO
<br />OWMENOND WOM WITHIN TH M JVREOI IKWL
<br />CONSTRUCTION SAFETY
<br />24. T S THE RESPONSYBUTT OF THE CONTRACTOR TO BE FAMILIAR WITH THE OSHA
<br />EXC.MMTION SAFETY STANDARDS AND TO ABIDE BY THEM AS COOKED UNDER 1K FT,OEI'm
<br />TRIDECi-SAFETY ACT.
<br />25, THE .CONTRACTOR SHALL BE SOELY RESPONSIBLE FCR CONSTRICTION SAFETY.
<br />RESTORATION
<br />26. ALL PAM, SIAB-LM EM.N ORENDMOS, CIRBS, AEETULc3, RWUS, SOD.
<br />LAIMAPIND. CULVERTS, EEC. DSTIWIEEF BI' Cd6/RUCTKKW PCTM7ES SHULL BE
<br />AMOIEM BY ND M THE rAMM GF TE OW94WA TO M SATTSIFAM OT TIE
<br />owm
<br />ZT. AU. VISTNG SIGNS A O 101118i LOCATED WITHIN THE PROJECT SHALL L E RTi6T.ED
<br />NO RONSFALPA OR WILMED AS REOLRRM DUARG T6W1UCTON., AW SE
<br />RESTORED BY NO AT THE E OF ME OOitRACEOR :10 7HE SATMTACTNN OF THE
<br />9'am
<br />26. ALL SIDEWALKS N,M M DILi CONSTRUCTION, ARE TO BE A MINIMUM WIDTH CF S', A
<br />MINIMUM OF C THOM 3.000 E CODRETC AD SHALL BEEIWOKW WITH 1AX1.4
<br />W.WA,. ALL N OOW'OftiV" YA7TI 1iA;ol:l OESIMI O{IDELNES, WEST COMM
<br />ACCESSIMAINTENANCE OF FACILITIES
<br />20, THE CONTRA" SHALL PROVIDE ACCESS TO AL ETaSTND !RHOS/FAL8lIE5, AND
<br />MANTAM WIWMRRWTM $ AMM THROIGHDUT THE 0010RACT PERIM
<br />PIPING NOTES
<br />30 LAY PIPE IO UNIFORM GRADE BETWEEN RDKATED EIEVAT*R FONT& OOMTRACW SHALL
<br />TAKE CARE. TO MONDE PROPER CHIDE ELEVATIONS AND ALIGNIA T6.
<br />31. SIZE OF FANGS SHOWN ON RATS SHALL WPNSPOH6 TO THE ADUOENT STRAIGHT RUN
<br />OF PEE UMLSS HJ3TED ORREARM6E. 7Z O JOINT AND "MIND MATERIAL SHALL BE AS
<br />$110I E0 FOR IIHE /OACENI SIRNGM RUN OF PPE UNLESS NOTED'OPOtWM
<br />N. AL PIPE U14THS ARE APPROAdATE.. APE MEASUPEIWTR5 FOR STUD T E OW" ENE?
<br />S00OW ARE YO END 'OF PK.
<br />33, RIPE RANGERS AND SUPPORTS ME NOT SHOWN BERM A: SPECK TYPE OR
<br />CONFWRAMON S RMIN" SEW $IMPORTS. LOCATIONS. AND TYRES SHALL TE
<br />DET RWU BY THE OWFACWR AID WLUDED N THE PIPELINE DRAMM SLGWTUkLS
<br />FOR REVIEW AND APFWPL BY THE ENSINDER PTACR TO OW WWOL WURIM SPAM
<br />SYMIL BE AS SPECIRD.
<br />WATER
<br />34. AU WRITER PIPES RIFE TO CON$TRjM.IEO WWk 3C NNIN0.RA COVER UN4E5S. 4TNEAp15E.
<br />NOTED ON THE MATS- AL WRIER WAN6ARE DR-r5 PVO UNESS O,rRERWSEMONED,
<br />35 FURNISH AND INSTAL 10 GAUGE TRADER WIFE ON ALL M40 RPEUNES. WHAT To DGROO
<br />Nt0 EACH VALVE Box SUFFICIENT FACETS TO BRIG WIRE tHNEE FEET ABOVE
<br />FINISH WAVE. -
<br />36. WAVER SYS1DIS ARE TESTED TO A MINIMUM OF 150 PSI FOR TWO-FOUR OMMM AS
<br />PER AWA C 600 STANDARDS
<br />31- ALL FIRE FLOW UNES WILL RUN 3 PARArz FROM THE DOMMANG WATER FEARS AND HOLE
<br />A FOE DEW" MEIFR. AND A FIRE LIE SKIVE RAW MOTION ASSEMBLY WIP),.
<br />ASSEMBLY SHALL INCLUDE A LOW FLOWN W--PASS MEFER W/ An,
<br />36. AL Patow WATER CLNN€CTONS SOW, Be MADE WITH CURND-N'TEES WITH YALV[S.
<br />RIMY EXCEPTFJNLS ro EMS WILL REOUPE Ott or L5 MPROWEL WHEN ALLOW
<br />BY CUT OF 2EPNYPWIL`, HOT TM FWET WAY) CONNECTIONS SHALL BE PERFORMED BY
<br />A UCf}EED, U[L+UAOAD ONNRF Iaq WITH ADONCE LEDFITUTION (72 Hot" 10
<br />THE CRY or ZFT•NOI INSPECTOR.
<br />38 WRIER TAPPING.SPPOES SHALL E DWBLE $TAP BRA$5 OR DUCIAE FROM Ot EPDXY
<br />COATED S,EEt MM STAIHLESS STEEL HAfNOW/RE. TE SWWRS:A'W BOLTS SNAL BE
<br />CORtD50N AEiSTAHt AEOT STEEL PULL CIRCLE 4ORIESS STEEL 1APPW SOME
<br />a YM NITN WIIEM SEATEO TAPPING VALVE PULL IE USED FOR PROPOSED WATER
<br />AW FORCE WVN CONNECTIONS.
<br />40. ALL TEE MOVIES WALL DE PAINTED IN ACCORDANCE ITN ADRW 07-07 OW 2007).
<br />CAPS SHALL E PRIMED WITH.REFLDCTTNE-TWE PANT.
<br />ITT BEER M
<br />REM
<br />PUNK MERL
<br />PW FOC PBWITT BFPJ
<br />RMED 90
<br />PIMPLE REOWM
<br />QEE&LN.YH1 BLUE qM
<br />ISM
<br />am 1000--1'4BA GPM
<br />RED
<br />ORAMOE
<br />SEWER
<br />41. ALL WASWEWa R FGfIOi MANS ARE TO RE CONSTRUCTED MEN 4B MINIMUM 00"
<br />UNLESS OMERWISE NOTED ON THE PLATS.
<br />42, LOW PRESSURE ANT TEST AEC VOW NSPECTKN ARE REOURED FOR THE WAMttt'.
<br />COILECINN SYSWJL Al1EAN41WE 7ESRN3 MCTW NOOS PROPOSED BY THE CONOOR
<br />MUSE E PfIF-MPRO FD Bt CTY or ZD4m /DAL& :.
<br />43. WAAEKAE FRAES AD OOVI . AND CO CMS ARE TO BE WRIER W T. F lEECED.
<br />EXKM MM#" TOPS ARE TO E ADASTED TO PROPOSED GRADE.
<br />44. FRIOW flIOTECDON OWES ARE NPOIRRED FOR ALL MANHOLES: STAINLESS 5RE6..IN.
<br />P*AV ARMS, ADS 01 ERMINED AREAS
<br />46. ALL SEWER FORCE MAIN La$S AND GRAVITY SERVICE LINES ACCEPTER BY THE CITY OF
<br />7.fPH1RM1;$ 1PFOT DE AT FEAST HOUR NCRHES (1) AND, EIpIE NICHES IN N DIAMETER,
<br />F£SPECTVELY. ExCEP,
<br />. LATERAL. SEWER UNE5 WWOH SHALL BEND LESS THAN SO WHO
<br />(40 N DKMr0 AND AOCIDnM BY THE MY OP WHYRRAS TO A UNITARY CLEMOIII
<br />FONT OF CEIAAUEATOJ (F*C A SANITARY CIEAiWT SHALL E PROVIDED 10. 10' OF
<br />Ex1ENOR WWDRM SAL. F#ALL "'Moll"
<br />SERVICE OOMMMnONS,. ALL sMACE L,NM
<br />SHALL ENTER A MWMFOLE.
<br />46, A MILE. CHECK VALVE MJAEED BY A'PLUG VALVE SFWL E INSTALED AT THE Nit OF
<br />F !RW�3ELY%a0 [SIT OSCHAROW
<br />AYMtOR ]PRINEC�,MO IY Own NS FORCE "Tf
<br />UTILITY TUN&
<br />47. CORRECTION TO E WNG MANHOLES ANDIOR LIFT SWON5 SHALL E BY CORE SORE
<br />WITH XOR-N-SEAL CONNECTORS.
<br />AS.. AL aMTR CAL AND COERI L BOML$ M LET STATAMB SNHL BE PANTED MANOR NOOSE
<br />OEM (SNERRN "W"" .
<br />4a OOLLPACIOB SIWL COORDR r 'MIN GTY DE WHYFEWILLY ON THE LOCATION OF THE LS
<br />t3RTEWAY MORE YSDL,INC.
<br />UTILITY SEPAR&WH
<br />50. E70H FRWOSM UTRFFA SHALE WE WD TO ACHIEVE THE MINIMUM H(RiF WX
<br />SfPAMARON BETWEEN It OTHER UPI RES N A0001ZmJK'E WITH THE TYPICAL UTILITY
<br />HOMONITAL SEPARATION Di AND FDEP REOUF"VTS.
<br />St. M 11 CATDRS WHERE A PROPOSED UTBIFY 6ANOTHER UTMY THE FROPOSED
<br />U,NRY SHALL BE INISIALLLD IN ACMFdVACE WITH THE TYPICAL UTILITYCOrNFUCT WAL
<br />HRH. TIER REONRE)WENTS,
<br />M N THE EVENT THAT A:UTILITY CONFLICT CAN NOT BE RESO:HD BY WINING A iMDR
<br />RECITE ADNS,YENF OR BY W2W THE TYPCAL UTWRY CONFLICT DETAK, THE
<br />CONTRACTOR SHALL SWEAR A RIIOCATKEN PLAN TO REENON FOR APPR.OAL PRIOR
<br />TO LOMM WINO WW. AU RELOCATION EFFORTS SANLL BE SUBIECT TO THE APPROVAL
<br />OF THE ENGINEER AND ANY AFFECTED UNNITY COFABES.
<br />MAINTENANCE OF TRAFFIC
<br />N. TE CONTRACTOR SHALL AFTER, TO THE '20t4 nA%DA VVAAUOT OF MANSPIWATROLN
<br />ROADA6DIDU
<br />A 0
<br />AND TRAFFIC 44 ILO EEPPO MENT�OF T AFOOT DESIGN D REA RNM STAPrInOATHERk FOR
<br />ROAD AND BRDGE OONSTRUCTINr AS SUPPLEMENTS 10 WE INFORMATION AND MAU
<br />PROMM 01 THESE OONSTRUCTION DPAWNOS.
<br />SA ALL REFIIEHCED FOOT STMBW OM DRAW" CAN E FOUND AT
<br />WWMAO.STArz.F1J15/RDDiffil{/-05%14/$N15$H1M
<br />55. THE ODNWCTOR SNAIL BE F£SPOIWNF FOR WE EA RODMANCE OF PWE+OAN
<br />ABET VENCU M TWM At ALL TWES DURING THE WERAEDN OF THE PROECT,
<br />B&. THE
<br />SCW0 CR SHIML
<br />N INC, R TONS.WCTORL FURNSIH,
<br />EECTANALLN0.WK TRAFFIC CONTROL AM SAFETY DEVICES
<br />THROUGHOUT ME PROJECT QTE TRAFFHO LANE "t BE MAINTAINED At AL OWES WITH
<br />USE Of FLA,GDR: ALL TAETD LaE$ MLSI E OPEN FOR IPA" M THE CLOSE OF
<br />WORKDAYS ALL SONW, BARACAOES, LTG W AND FLICISM SHALL It NCUADED N
<br />TIE LLWW SUM (W.
<br />57, ALL FAK" NOS !!TALL IEEE CURRCM MANUAL OF LMFCRM 1RAfp0 CONTROL
<br />DDA9C45. STAIWRPS, ND SHALL DE PANTED IN ACOGRIGI WITH FOOL STANW40
<br />SPECBICAIDT SECTION 7E0.
<br />SE,
<br />$rNE ARID WRRMJDE5-TO 1E ACCORDING EO POOR MANUAL OF SAVE
<br />Phft
<br />IrzlERbNCE FDOT VNKXM 00 THROUGH 00 AND 1730 PER ROADWAY AN FROM
<br />CESNN SUNDAROS LATEST UPON,
<br />PROJECT SPECIFIC
<br />SIX THE WN,RACTOR SOUL. PRIME A MNIMM Of TWO IFEM 8710E TO THE OWNER
<br />PRICK TO CONNECTING THE NEW WATER MAN tO THE ASS R1BUC WATER SUPMY
<br />THE CONTRACTOR IS RESPONSIBLE FINE COo"NGTNO AND SCNEORBRp EACH
<br />OGOONNNiGiIIBON WRH THE OWNERS OF THE PWS TO 101i. IMF THERE' ARE W#WAL.
<br />HTERFUPYDNS TO MCYI tiveM.
<br />ft AL "IFIGAOUND UTUTES MAST BE N RACE AND TESTED AND/OR NSKOITE) PRIOR
<br />TO 13'DBFBL O WMIION, ROAD DLSE INLSTANA1I01,6 OR RESTORATION,
<br />6t CONTROTOR WALL SUNAT SHOP D RAW*= ON ALL PRECAST ND MANUFACTURED ITEMS
<br />TO: THE ENCBhER FOR APPRML FIAUE TO OBTAIN A'PROWIL BRIE ESFAWTON
<br />ANY RESULT N AMOAAL NO REPLACEMENT AT CONTRACTORS EXPENSE.
<br />62 ALL ROCKS CR STONES LARGER THEN 6' N DIAWM SHILL BE REMOVED FROM; THE
<br />PACE FILL WEB& BA KFLL UVERMU PNACED WITHIN 'I' -FOOT OF WHO AEC
<br />APPURTENANCES WALL NOT CONTAIN AW STONES LABOEB THAN 2' IN GAOM.
<br />M ALL WORKMA RIP AND MVEW43 USED IN ENE CONSTRUCTION OF INS PRMT SHALL
<br />ro FNWS STAWNW SPECIFICATIONS FOR RDYDHWORR AND SIBI
<br />STANDAFEVSJ Wi p��P ise AWWK INDICATED.
<br />AND, THE LATEST Om 2EaN'mlrls
<br />64 ItTIOMER TO ADD MORE AS'HEEDEDI
<br />65. ABANDON PIPING N PEACC
<br />2' AND SMALLER CM AND ABMAON N RACE,
<br />T ARID UAAOE'R COP AD 0*9 FILL WN PLACE,
<br />THERESHAILBE NOSDEPEWMTO SNTHECONTROLPMH,DISCONCC ,,WTERCARETC
<br />ALLCONDLJffSSI-IO WBEROUTEDUPDBi3# MBFFCFFO MM9NGBACKLPTOTFENEXT TBWJCE
<br />ALARM STROBE
<br />GENERATOR RECEPTACLE
<br />cL�
<br />{
<br />SECURE GROUND WERE PER TLJ
<br />NFPA 70 REOUIREMENTS (TYP) -
<br />#4 BARE COPPER
<br />GROUND WIRE
<br />CAD WELD OROINDN.
<br />,'MIRE TO GROUND ROD
<br />3%4'x3O' COPPER
<br />,- STEEL GR"i
<br />10•-07 MIN
<br />SEE EX141DIT
<br />S-21E
<br />TO POWER POLE SEE
<br />EXHIBIT S-1 C. iF
<br />APIPLiCABLE
<br />Q
<br />N
<br />CONTROL PANEL DETAIL
<br />NTS
<br />CONTROL PANEL
<br />HEAVY DUTY
<br />SAFETY SWITCH
<br />UTILITY METER
<br />6'X8"XIW-CA PRECAST CONCRETE
<br />POST WITH 244 REBAR (TYP)
<br />STAINLESS STEEL STRUT (TYP). ATTACH TO
<br />POSTS WITH STAINLESS STEEL
<br />ALL-TH2EEAM NUTS. dT LOCK WASHERS.
<br />ATTACH EQUIPMENT WITH STAINLESS STEEL
<br />HARDWARE
<br />SFUTSEALTYPESEALOFF
<br />FITTING, TYPE EYA, SIZED I+1
<br />ACCORDANCE WITH CONDUIT SCHEDULES
<br />PVC cute TS - - - To 1+EMA 7 JUNCTION BOX, PROVIDE
<br />QUANTITY AS REQUIRED
<br />- FINISHED GRADE
<br />TO POLE -MOUNTED TRANSFORMERS
<br />CITY OF ZEPHYRHILLS DECEMBER 2015
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHI" FLORIDA 33642 i2 1 A
<br />PHONE (813)780-0029 FAX (813)780-0613 Is I
<br />ER
<br />je
<br />Customer Loyalty through Client Satisfaction
<br />www.maserconsuIting.com
<br />Office Locations:
<br />■ NEW JERSEY ■ NEW MEXICO
<br />■ NEW YORK ■ MARYLAND
<br />■ PENNSYLVANIA ■ GEORGIA
<br />■ VIRGINIA ■ TEXAS
<br />■ FLORIDA ■ TENNESSEE
<br />■ NORTH CAROLINA ■ COLORADO
<br />State of F.L. C.O.A.: 30301 / LB7388
<br />Copyright © 2021. Maser Consulting. All Rights Reserved. This
<br />drawing and all the information contained herein is authorized for
<br />use only by the party for whom the services were contracted or to
<br />whom it is certified. This drawing may not be copied, reused,
<br />disclosed, distributed or relied upon for any other purpose without
<br />the exoress written consent of Maser Consulting, PA.
<br />PROTECT YOURSELF
<br />ALL STATES REQUIRE NOTIFICATION OF
<br />® EXCAVATORS, DESIGNERS, OR ANY PERSON
<br />PREPARING TO DISTURB THE EARTH'S
<br />SURFACE ANYWHERE IN ANY STATE
<br />Know what's below.
<br />Call before you dig.
<br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS
<br />VISIT: WWW.CALL81 LCOM
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<br />STUART ROGERS
<br />FLORIDA PROFESSIONAL
<br />ENGINEER - LICENSE NUMBER: 42718
<br />PRELIMINARY PLAT &
<br />IMPROVEMENT PLAN
<br />FOR
<br />AUTUMN PALM
<br />DRIVE, LLC
<br />PARCEL ID:
<br />15-2 6-21.003 0-08100.0010
<br />CITY OF ZEPHYRHILLS
<br />PASCO COUNTY
<br />FLORIDA
<br />TAMPA OFFICE
<br />5471 West Waters Avenue
<br />Suite 100
<br />Tampa, FL 33634
<br />.. Phone: 813.207.1061
<br />Fax: 813.281.1050
<br />SCALE: DATE: DRAWN BY: CHECKED BY:
<br />AS SHOWN 12/31/19 AM SMR
<br />PROJECT NUMBER: DRAWING NAME:
<br />190024 1 C-DTLS
<br />SHEET TITLE:
<br />UTILITY DETAILS
<br />SHEET NUMBER:
<br />19 of 21
<br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.
<br />
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