2-2025.10.13 Sams Blvd (Red)- Design Plans.pdf

CONCRET!

IU!:QUIREMElJTS '

MLlb n-:-.s

JW

KID 6

1C-HECKED:

!CHECKED:

D.� · __.-

N

;L:'-CE� 1N UNDSCAPING 0E • OF, S�Af.� i-lW��!� �Tii::::CT$! 1

VAULT

NOTES:

KID6

KI D 6 :C!CHECKED

,.. Project z " N

Genera l N otes

WATER GllNllRAl,!NOTM, ,. V:

,', IJ. \\'ATER $1'Sn!�I IN�TAIJ./\TION SI i/ii.i. (Of..FOl!.�I H I TIii' CLRRl'-"ff f..l�\�I\S l �l! ND/\Rl)S M,I)!

6" TH ICK!

CONCRETE CONDITION I CONOI'l'ION II CONDITION Ill '!

L l'R<)VHll'.tsT lll."i"rn1cr $f1!

51''"Cll'lC-\"11<lN5 /\NI}CliRRICNT /\>:.Wfl �T!IN[}1\Rl)S.

l

1 0• TIITCK

CONCRETE

COUAR

1 1nRl7.0NTf\l. CI.HAJl:/1:,.cE JJ.!l'fl.lTHEN A W"ATf:;R M1\IN f\,.;l)!,IN\ l'/\il.11J.IJ::1. Al.lGNED Ul'll,fl'Y S1 1/\U, l'IP. /',T 1.ICI\ST'lllN Fl/l!r (Ill') 11:'IIEt>: J1:--0"flllcR lJfl l.lTY CROSSES /\ \\'/',']"[R 1.1:-..1: Tl IES", Tl IE OTl ll;R IJTI IJT\' SII/\J,I. CR< ,S\ l'ERl'Ef--l}ICUI ,IRI.I'. U'-ll .\' DI!\' L,1 1 .1"11 1� :;l·l,\ I J ,.R, •SSAH< WF. n-lE w1,;rn ,\1/o,lr,. IFTIH� I�••DLID - ?LACE f DET!CR�ll'S"El.l n) l\l\ UN!-10.��lBl ,f._!(O'o;�Ll.TWrn I 1)15Tll1Cf EiIGINEER FOR APl>�n\-AI.. A MlNIMUI OF ElGI rill.Er-: IKCI ILN PAVEJMEW

UNPAVED !.OCATJONBELOW COLLA�

f q _:_ ( I�') , , �l,�INS.

1 eAl2co=:r- 1'1 ·:R" ll(:Al. Sl'PARA"l"ln-.. IS �IC.QGIRl'.IJ t\l::'r.\'ICl!r... Tl 11'..! ' "1!

Tl IE llEDDING (c,..lt.:CI IES MINI.IIIU.111) .!

·.---,- J IKD Pl 'l: ZOI\E [ll-lSClll'.5 'H •nll'll'.I)!

' l!

�l lN l� IUM) �I1!11 .1.IJE HE'lll)l1 I) IN Ai'!

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l'llUl'ED µr...u��''•!·!

p�,,en •R I Jl..'>Sf'li". "IllIi �! M,lll)�I Cl)\'1-.R Rl '.QlJIIUJJ SHIi i .i . 111!

Fl71\T\'·lc 1Gtrr INCi 1[5 (4�"), :;11nu n 1,;ovrc� llE INSUFl�Clf..'ts"fTO ,IDEQLl'oTLI .Y PROTECT "fl lE l ffl l .lTY FRO�I!\1,;"\' I.O.�Dl1"G. CONDITION VICONDI'l'ION IV CO:xt'DITION V '!

ic1'C,\Sl·,"F.I\T!OR C/\.$1/'-l.15 $1 1AIJ. ilE PRul'll)l,l)!TQ l'l\fJll·.Cl"TIII,!

AITECJlil) LJl'll .fl'Y. COMPJ\CffllTRl'N(] I IMCKl'IJJ-5.

l,;",.Jll.E.�·n,1) l! .�1-: Cll�RSI'. ANl) A�PI IAl� PEll l.!U(/11. PERMff. (MIN ')S•.,, !IOllll'IEll P�<,Cl1IR l)f��ITY

)i!j" w.lC

JlI r-'cC CAST-lRON

�J

'VALVE BOX2 F'OOT EXCES��

TRAC'.::R! irtRE 4 PRfca.'iUR!l l"E�· r oJ'"nlE Wi\HCR JJ1'"1! IS RICQU IRIOD " l'O 1101.1)-�)

(WllPSI) "ITSf PR!cSSURE'

I/•" !>11:'l'U. a-1!/2·. 11•· QO" "L[l01' Wll"ClU,T� ,wu;, l:lltASS {� 1n1fll) l"d/4" Rt.DUC[II."""' t /4. 5ro!Q{T COUPIJ!,IG, '-.. , IIAASS p�on.o 1/4" �ttoin.11 8AU.

i• fit. 3-T.II'!. EIRAS:

1" W.U: CLOS[ll

C01JP1.JNG. EIRASS 1 ".-3/4-

illl' COWl'lltSSICI.'- t!NOON

V.AJ.l'f: ll'lffl 1/4" Wll.$S"� 1· PROn.0 □RONil llALL VAi.VT. WITH l" PORT l" Flush Valve Assembly

Hl}(Gll (30-I.I, SST 2· rEAf !f/0.lEIEI PIN. 7-7/�' LI.-) •,-'rA3tl'r.R l'.!tOOf l'.ISTUll'RS (0041 :SST 16 A.'f.[) 110)

!JlSCWIR(';.t: l'OflT (tOrua.t> .IND 11All:IJ 1/i:" 0.0. sorr CClPJ>[R)

3/4" VALVt; (APOU.O SS1 t!IR�lltb 2, l'm'.!E W/OOIIJ>J.tJ..SSJON fi'ITINOO)

J/�. COPPJ.R TUil

KID TYPICAL

U?-E AND

1.o;rgR BOX E'tR 1'-11

!I" X 3/4. FQ.RO

OOUlllJ: STRAP 131W!S SCHllHJl.i: i" FORD CORP !m'.lP lU.'l'l!li IIUJN

I...!Li'._L_Lll!"

��:C�t�o�Dnrnu--' L �·!-o·

�!Q_o_�-A l.OC� (l:IBONZr. s,.MU.lJ1Jo;D }lAS'l'l!I! µ)CK f17H W/ 2

KE\'S)

SIDE GUARDS {1104l-t5 ALU.lllliU¥. .000 Il!ICII) i:,t'.lf!D POX W, S'?A'l'ION DODY, s·�axo.iee. WAIL (600'J-r�� J.U/ll[!ll.111, mtGlJl"S, M", 30· AND 2fl (W/ Ull mJPP{)RT, :'IO<IL SST ICARINI APJIUCATlcr-;

SPRJ!l'G-TYPI!:. N"OT SHOWN)

CORF. AJl"CHllR !/2-13UNC x !l," A t.c. (:JHI $�?)

ll..t.SI: PLAT u· SQUAEIK

0-166 '!HICIC ('5�1-16

AlUWINUll)

;(--o" SQUAEII CONCl\CTlt l:'A() lflTII 6" nt.l. OPIN"INl': IN CIN'Tl!'R or PAO

3/4" COPPHR scrr K-T'fPI 'l'IJBL'-1<:'l ctnn� BOX, AHC!i PA.l"tllRN •1TH S1A"l10Jio',R\' IIO!l, �·-o· r.oso (SF&CIJ"Y Rt:QU!l!f.D LDHiTI-1 'T1J !:XClt:D THAii' l..ll;JI.: D�PTH)

BAU l'>J-118 ClJRl3 STOP 'Q't8 :ffllP ll'IIS'l"t, A.RCH J'AITEIIN

� PKRJ'ORA.!IID l"\IC PIPE Gll.l.\'tl.

10·-o· E:Z WATER SAUPllNG S'IA!ION, AMERICAN HACHL1'/E &

CONVEYOH CO.HP,

DRAW N :

CHECKED:

RL

CHECKED: ---

DWG. EZ-02F'C'II'

Typica l Water

Sampl ing Station

DATE:

7-24-24C

ORWG NO . :

W6

UNIJ.iPROV[G - - - - - - - - IMPROVt:ll--i- -

PROVIDJ!: 11.Sl'HALT CONCRKTEm:sJO(llj: IMPACTED PAVa.!:WI, !IIAICH 1'-PA1'CH Pli:il LOCAL n::mnr1€.XJSTING PII.VEMEN'r 11UCKNF.SS PLUS

I -INCH

CUT STAAICHT

SECONDARY SAWST.RIP 6 INCHES. REPLACE & INl1UL

SAW CUT JOINTS (T'l'F.) &

TACK COAT

COMPACT 1'0 90Y. MOOffllm P.ROCTOR DBNSI'fY (ASTM (TYP.) \ll-155'1)!

i.o ,,, ,·

V�IES

Le· MIN. UNTREATED BASE coURsB ml,� :l ! PF.R IJDOT 3/4" OR l" GRADATION> •0· ' COW'ACTED TRL'NCFI BACKFILL

• Pl!:R LOCAL PERMIT (MIN. 85%

" ?,(OD PROCTOR)

SLOPt MAY VARY WITH SOIL

: ! � 1 i�·, '-.. CONDITIONS &: O.S.H A.

, PI..ACf: LOCAill'fG TAP�: IZ" AIJOVE AU,I'It.. WATERUNES� lt ci <;>. ir o BEDDING ,!.;'ii) P[PF, ZON'R lll,lr,Tl:RIAL SHAil.

BE APPROVED SAND Mlli. 95,; MODIPU:D PROCTOR 01:N"SITY (ASTY D-155'7) COMPAwl:i 6 INCH MlN 8E:LOW A�lJ 12 INCH ABOVEL�l_j�

PU'E

-� rROPERLY PRfil'ARIW AND COl,ff'ACTIW

1 ·-0· SUB-GRJ..OE

MIN. MIN.

N'O'r!S:

L CONTRACTOR SID.LI. IJl!:l'IT AU. CURRH:NT OSHA Rt:QU1RE31EN1'S FOR SAn iRII.NCHING.

2. CONTRACl"OR SHALL BLUI STAKE. J'OTHOLI AND LOCA"I.I: ALL UND[RG.ROlJ"ND U'lllJTl.[S AHEAD OF

W"ATi;:R UNF. CONSTRUCTION. CONTRACTOR lS Jti;:SPONSJDI.F.: TO COORDINATF.: .AIL umITY

IU!J.OCATIONS

3. ANY CHANGES !,{ADE TO TBE APPROVED PLANS SHALL BE REVIEWED AND APPROVEll E'f KID lllSTRICl.' ENGINU:R m:t'ORE CONSTRUCTION.

4. All WAn:R ums SHALL BE INS'TALU!D IN A DEmCATED PUl3UC RIG-Bl-OP-"WAY OR WITHIN AN APPR0\'£0 A..�IJ Rl:CORIJKD DISTRICT US-KMENT.!

5.! CONTRACTOR IS llEQUlREO 10 SCHEDULE PIPE l:NSPl!CTlONS. KIO D'iSl'EC'fJON OF PIPE 131:DDING l'LAC�l[J!:NT AtJD PlPI!: ZON� IJAClffJU. IS REQUlRIW PRIOR TO PLA.CENl'.:N'I! Of 'L'lll!:l'ICE BACKfILI..,"

6. BACKFILL ABOVE THE: PIP!: ZON� SHAJ.L BE M IN' 95:; OR GRE:UKR lJODIFIED PROCTOR DENSJ'lY OR Ml!:[:!' LOCAL RIQUIROI.ENl'S.

7.! CONTRACTOR TO !NSTAU. PW!! IN mt: Cli:NTl!.R OF mi,-: 'rnl!:NCH. ust;D PIPt; IS l'ROHIBn-lW.

PIPE TO EE LOWERED INTO TRENCH Wl!H MECHANICAL !QUIPmNI-DO NOT DROP PIPE,

8. CONTRACTOR TO lNSTAU, T.OCATING TAPE 12 INCHF.S ABOVE ALL WATEI! LIN!i.:S

ORA.WN: OAT£:

7-24-24_C J'!!_C Typical Water Li neCHECKED:

RL 1<1D 6

DRWG NO. ·

CHECKED: Trench Detail Wl

,11-1 ME.SH

SCREEN

SS OVER

OPENING

COPCltIT!

COlLAR

,�o 1> · INSlAl.l PER KID!

�.IJ.llARDS. N

\ j, , • �D " IL t

6'

24•� l "]I 24"x24";11;6"

"! THICK CONCRETEA'!. P>D

2" GALVlt.Nl:lED IRON PIPE OR AS2·DISH CONCRr.TE AS Ut,1'ERt,UNl!D BY PIPEGALVAlflZEON'ECl!SSARV. DO NOT siu: (S!t NOTE: l )IRON PIP!!:ENCASE VALVE DOM}; OR WIIHOPCRA.HNG J\'UT IN TH! }); !,.DAPTlmCONRt'J.E.

(SEE NOTE I )

�l/•Ce DRA!N HOLE JN WATER Mr.IN lJP fJO"f!oM o.r go- llP:ND w I � ,tj/h,..

c-

� .)" ll 0-4-mRB:ADf,;D G-1\LVANJZED NIPPLEPLUG OR CAP AS (sf;E NOTE I ) t."tCESSARY Wl'l'H 2"J 1/4 CU.EJIC YARD DRAIN THREi\DED TAP (SEE GRAVEL NOT, l ) s .ectlQn

LEGEND

NO. rrEM DESCRIPTION ,, VALVE AOX WITH rm 2 ?IF.CJ.: CAST TRON m, CrA'.n'. VAl.VC: WITH SCl,!t:W b'.NPS a " ' on:flATING NUT

CONCRF.TF: THRUST BI.OCK

1. USE 2-rNCH WASHOI.TI' FOR 6-8 INCH WATtR W.1NS, USE 4-INCH WASHOUT �'OR 10-16 J)'.CH WAT�R M.&JNS, USE {2} 4-INCH WA9HOtrrS TOR 20-24- INCH WAT�R J.[A!NS. AN1> {:I) 4-INCH WASHOln'S FOR 30 lNC::H MAlN OR HYDRANTS.

2.! lN:SPEC"flON: PRIO.R TO BACKFIIJ.JNG- A.ROIJND THRUST BLOCK. DJS1'RCCT SHALL il'ISPJ:CT !N'STAU.ATION, 3.! llACKFlll: INSTALL AN.D COMPACT All BACKFILL J.!AT[R[AL PliR

SPECIF[CATIONS.

4. CONCR'CT!: 'rO DE PRE< SPll!Clf!CATIONS. POUR CONCRt"It: J\GAl�ST l!NOJSTUE<BF.D SOIi, 5.! WATW J.iA!NS 12• AND lARC.tR RIQU�E Sfl:ClAL Wit.SH OtIT ASSEWllU!

m:sJc-N.

6 VALVE BO}: MUST BE VERTICAL TO 1\1 . KEY ACCESS.LOii FOR 1/ALVE

DRAWN: DATE:

JW 7-24-24Typical Wash Out Valve

RLC KID 6

ORWC NO. :

CHECKED: Deta i l W4

I ILNORED POliNI)> PEJ SQU/\R!! 1)-:CI II I��RUN iRACE'R WIRE AS SJTOWN.

WIR£ '!'O m: RUN OlJTSJDE CATE VALVE (C500 A'lfW.A) OR ,,,,.. 'BO'l"fOM RAU' OF IIALVE BOX BUTI'EijFLY VALVE (C50� // 1ANO '!'HEN ]},'SIDE i'OP HALF' or A'lfWA)

VALVE BOX.

Frm ·n.n > (2) I l( •UIL> UNl.!:SS 01n I1:R.X%ic ftl'QUIRl•J) 'i TRAfllR II:�Rll SI lilU. lll' 11':SU,J.UCD DI RECTI.'{ /\IIOVIJ Tl IE l'OP 01'

:R Pll'I'� TRA(;EM ....:HF �11111. 1. BF 12 �;IIUt;F IN�Ul ..l"l"f'I) l)Wl'FR W'U\E. Tlt/lCICR \l:'IR.E�H!

�IN.

VALVE ANCHOR TYPICAL. SE:C'IWN

/\Li!. !,;UI.NII�\' 11:'A'ff •! - .�IJ., llli IJ X::/ITlol)

RE:QUIRE:D FOR THROUGHCONDITION VU CONDITION VI I I

TV,701.\'li INC! !ES (ll"J 1'11.0�l Tl IllT< tp OF"11 1 13 �MJ:-...

DISlNFECflON.Af.l. NEIi:' 'If/IITERI.INES IIRE!TO il-E DISlt-"Fi!CHiD, ;G H-/ICl1CRlil Ti!ST nlff/11�1-.I) l'RlnH 'l'OTHRUST BLOCKSVAL\'ES 12" OR 111°'1) A P/l>'ill"!LARGER

T.'l'Qical Thrust Block Details .l'ill1&S;_ cn�r-l'Cl"JNG "['0 .�NY 1-.. ID W'IITl'.R 1r...FR.�STlllJCllJRI'...

/;I 1 1.0Rlt,. ATION OI' rl IE (O�IPI.Efl'll \\l.�TICR I.INI;:, �I llllJ. llF Cll�ll'IRlllD 11'{ ·1111; CC,-..·rn..lCE'O)R 11· 1· r.:, , i\l)l}l'l"l!)NAI. U,s-r·n I t,.; t l). ll,\CllCRIA S/\111'1£5 WIU.I\ECOI.I.ECJlCD IW i-:ID Pl!llSI>:-:Sf../.

/IT TI Iii REQllfil"J" Ol' TIIE i-:m IKSl'ECTOll. CONTR,\CffiR IS1!, ALL T.HRUS1 IILOCK llEAftlNG Rl�l>flf.-51111.H f-l JR Ti\i(l!\.G C:IIRIC 'l'O!CJ.l(ilN AU. Pl l'll i\/,.ll l,.. l 'rCP·!

( )TI IIOll IMIUll'l]!. l!i\CTERJil l'RO�I J;'NTERL,'(! ·nlF Pll'I' DURIK(;;TI1RUST BLOCK BEA'l.lt.C AREA IN SO. FEET fACES SHAL[. BE !'OUR.RO AGAIN3T

UK'DISTURBCD SOll, OR APPROVEDNOMINAL OIP CONDITl:'.>NI!O.PIPE VI VI I It '" l'LL'L VII

4 43! il J,l l.s __Ll[___L_I 2.2 3. \ 2.2 ._ 6A il 6.8 M .:U1.....L1. 4- .8 6.B! S.8!

8 8.6 8.6 1 :t:;? �! ,.,-10 I J.:2 9.3 1 0. 1j 6.6 u.21 1 a.61 0.6 1§_§_-!1_ 1 2.6 l !UI 26.6! 1!4 .4) 9.<I ToA]�6 18.8 , . H.7 25.6! 362 18. 1 1 9.6 1 2.8 25.61 36.2 25.S!

1 6.8 JJ.J! -17.0 2.J.5 25!.4 1 6.7 JJ!JI no J3J!

"1 " 1 8.9 .11..,_Q_ 59.4 29.7 J2. 1 j 2 1 .0 ,i2 01 59 . 4 -12 .0' 20 2D. 36.5 J9.5j25.9 51 71 13.!1 �.Ll

74.0 104 .6 52.3 56.6]37.0 no! 1!011 .6 74.0 l_ lti 1� 80.� 87.5j57.2 1!1 -HI 1 6 1 .8 1!1 -1 .�,o l.1.1..

36 16-i".-i 2-Yi."5 fi6.J us-;g ra:t2 f6,j�,fj212:5 ,-64.4)7.5 sr11VJ1'(;. �'ITJR.�(;E A'sll (;O\;�"ll!1,i!;JlOK l.LUNAl!.I" WIITHR 'l"kl;t>:(;I I

COMt'AC'l't:0 BACKE'ILL

2. CONCRETE SEU.LL DE 4.000 PSI. 7. I I ''> T�Sl� f\Rll);T/\Nll/\Rl)S, 0 l�IMCT!

Rl,QlllllED EYUI\' zjlll IJNf..All H:E"r (Ul� ,IT 1 11\IJ',\J,11) R;IJ.

Df'.PTI I FOR AN\'�lf\lN 1,TA"fER lt-.:ST,\J.U,."170l>' ·r1 1E CONTR,1CJ"OR I� Rl'S�O'<Ol l\1 .1·: H •� PROVll)IM,i TlcH RJ,:,l]l,"1�"11' !,.LI) C()�l l'.�CnON SH.�J.l. tll"Tl 1 �,·�,011 c;Rt:L'\.TEII 11.l'J.IITIV!cTO fo..

>TAlsl)i\RD l'R(\(.TOH l)l'.'-$1TV. IF C'!OI.Jf--1)\VIITF.R 10

1f'.1'.(;! 1l)flTl'.K1;D.TRl,l,.Ull.:S lll i.�T I.lb 1-..1:l'T l'RllE FRI l�l 11/i\TICM DURl�G L\CA\'tlTION. PIPE lt.ST1\I.L\TION.AND TI IE 11':Sl"/\JJ.ATIOS OF�l.ffERIAl. 1:-..' Tl IE Pt�E ZONI;. 1rnc11,·,v110N n!' /l>,lV "i'Rl'.M:1 1 Ml.rSI' Hie ·,n!, ,,,,... >,\Fl•'n' $T,l'-l0ARI)� V/11.\'l'S. \'111.!\'ES SI IMJ . BF. I .I ){;/\TED IK l'ol. l . IN"ll'RSECl"lON� IIND CONSl'Cl'lrll\') /\�)11[)1''N (WTI IF Pl.,\r,l�. }\ I.I. \1•1.l'F� s11,1u. i:1 1 · I l.lNll I l)UCl'll .ll IR I•N GATE!\ .�J.\"ES

3.! 4.U, TKRUST 111.QCI( smr.s SHAI.I.!

13E FORMED.l.! Dl:STIUCT TO IN$P£C'T PR!OR TO BACKF'[U.JNG AROUND VALVE.!

INS'l'/1.LL ALL BACKF'lll. WATERIAL MIN. 95% MODirtED P<IOCTOR! '1. JOINT RESTRA.INTS REQUIRED WITH AU. Tll'.RUS'I' llt.OCKS.

5 CALCULATl!:D ON' 200 IB TEST

PRESSURE AND AUOWABU

StARlNO PRESSURE 0)' 2000 UIS Ptll SQUARE mot.

6.! IF BEARftlG PRESSURE !S LESS

TRAN 2,000 LBS, CAJ.CUI.ATION:S

i\.ND BT.OCK Dl:TAII. OESiClN

2.

DENSITY {ASTM. D-1557)

APPLY POLY-PM3 GREASE TO ALL BOLTS AND WRAP WITH 8 IIIL TI{JCK

POLYET!i.\:'LENE SHEET .AND !AP.E:.

4.! CONCRETE COLLAR: CONCRETE P!R CITY OR COUN'I"f SPECIFICATIONS!

0. VALVE 130X MUST BE VERTICAL TO ALL.011' FOR VALVE KEY ACCESS.

8. PROVIDE VALVE STEM EXTENSIONS ro:i VALVES DEEPER THAR 6 FEET Ii

REQUIRED.

7. 9 JOl /,."'r:i >IIJ\J.I. BE Rl'.STRAINED ./1,"I" Al.I. \"1\I.VCS. "11CES. CROSSl'.:l

IJF-NDS, WY!,S,!,\l\'D !l!

KID JNSPEC'L'ION' JU;QlJlR[:[) PRIOR TO BACKJ'Ill..

DRAWN: DATE: DRAWN:JW

[G/1 LUG !'l!rnNGS. T1!11,:!"'um1.,R OFJOINTS

1· 1· 1.�' I' Nl'JoO l"O J lll'. Rlc!;'l"l(i\Jt,.Jcil 11.�Ct, �'R< 1,\1 Tl IRlJ�,"1" PRl"IIJl,l('.lt,:(j Prnlr-.:GS I\ 'ii 10\\'N o" .. TAII. S I IFEl

DATE:Typica l Va lve Detai l Thrust Block7-24-24 ·!JW , rn ·:KID � 7-24-24·CHt.CKt.D:C

RL

l�Rfi l lY!lR./11':-f';· FKJD lR.1;. IIYl)ll_,\),.'n; SI 1 "1.1, l!l\ i,;or...�TR(;(�"fl\1) 11�rn.CHECKED:

RLDRWG NO.: WG1J

W3 Gate (4-12") Butterfly ( 14"+)

SI I< Jllit,, t •'l " l"I IE �l .>V-S. I\< I l'llt.� IIYDRA"Xl" Sl'f\CII\G SI i/ii.i.!

E.'iCEED 30(> l'lcET l', ARE':AS Of MUl."ll-fi\Mll..Y D\GiU .1:-..-GS.

CUM�l! .W2 CHECKED: Detai ls 11RCI/\L A"'[l 11,\NlJF,ICJ"l.'Ri>,,G USES AND !1."0T EXCl;ED 51U l'l·EI' It,. f.'11�111.\' l)\H.J.I.IN(.; IJ�I' ARl:A.>. I IYl}RAt,.T;> !,11/\U. Iii!'!C(JNNl'Cll:IJ T( l TIIIC �1111:,i IJ�J:-..G .\ �IINl�IU,\ 1 SIX-lNCfl (6'") lllf\�IITTNl. �IPF.

1 1 0 •Nc�1,n; Tl IRIIST 1.11.nci...s. l'Rl '''ll)ll u ,r..CRIOl"E TI IRI I�T 111.0Ct,.;SAf ,\lLTAPS, TE,\IPOfu\llY Dlc.\D E.1\llS AND /\"fTI IE llASI!

OF AU. 1 1'\" l)JU\l\' 'l"S. Pl.ACE ' l 'I IRL�'] " IUJXKS. l)IRECTI.Y !IGA]t,,;ST u,rns-n,'Rlll(I) l��RTI J , p· R.u\' 1 1)1; l!DNI} IIRF/11...ICRS < lN .-.u HIRCST IIIJ)(;ls.�. /',I J. CJTl !F.R IJX:ATIO:,;:; SHIii.i. RU.!Y < lK Rl:S"ll!Alr-:1mj{\l'•n-;n1 IL\.1-l)I.E TI l�FOT ll1'U:':i$ 1)11ll;(;'nll)

ISE HY"l'IIE rnS'ffi 1Cr l!�{;INICFR.

Nm'!:

Bl!:YOR5" JNSTAWNC WiDRJ.Ni VALV•; 5-)/,i" F'LG, M:E:m.LE:li "!LODERCONTRACTOR SHAU. VERIFY E:>.'A.C'T LOCATION. EYDRAl,.-T CENnJRION", ClOW IJ!!:DAWON SHALL .NOT BE .ALLOWED IN OR WJr.TROUS PACE<'! FUU:

ANY PART OF 'l"HE Gll'ITER. 3YDRANT OR APPROVED EQUAL, 30'M'OM Of' 801.T ASSEJ,[BLY .MUST BF. Cl.EAR OF' CONCRETRUD

3• BUT NOT MORE THAN O".CONCRETE

COLI.AR. .fil0£WflU(

INST/1.U. PLR KID 2' O" MIN. 6" THJCK CONC.

STANDARDS. --....__ E'AD rROM CURB TO

SIDEWALK

'!fll'l'ER M.lr.lN CONCRETE; THRUST

ELOCK\ I

/!.l'11:rx:3' MIN .

1CONCRET'E

THRUST DLOCK.

SEE DWG. CW3

FO� TIIRUST t"·.iJ - DRAlN PIT W/ 3 CU.f"J BLOCI( SIZE. OF' ij" MINUS GRADED

0-RJ.VE:L

GREASE flJJ.. BOLTS

TRAP W/ 8 MIL 8" GAH: VALVE W/ C.I.

PJ..ASTIC W"RAP &: "l'APE VALVE BOX

TICHT

Typical Hydrant Installation PROFILE vtEW

6.! GATE VilVF. W/ C.J . !

Ir O. l , S,"OOL OR C-900VALVE BOX! PVC 'll'ITH !.!EGA-LUGS.

WATER MAIN

CONCRETE TIIRUST0 BLOCK°'' J";11;J'!,::, r MlN, CONCRITII

T:lRlJST Bl.DC sn DWG. CW3 rem THRUST ELOCK SIZll. - 10• "°' •0 u

IIAINl.INE 5-1/<" "'

A 4 ' • ' ' THICK I H d d D t · 1• rant a CONCFU:-rE PAD I S REQUIRED.ypIca Y an e alT d p

Pt.Af,,I VIEW I . 5PACINC B�EN m'DRANTS AS APPROVED BY DISTRICT AND FIRE DEPARTW:ENT 2.! S:!:LECT SAND BEDDit.G llND BflCKF'ILL IS REQUIRED 8" UNDER. 1 2" ON SIDES. AN"D 1 2� OVER FIRE um:.

3. F!JfE MYOfl.ANT SHALL elf; SE'T T!- IA.T 11-Q: c!ARRI::� OR STA�DPIPF; rl,.A!IIGF; JS :t" TO a· ABOVJ!: l'"IN fSl'[)!:D

CRADB. MAXIW.UM EXTENSION tlEIC l{T IS l '-o•.!

4.! CREASE AND WRAP All. DUCTILE JRON PJPE, EXm:RNAL F'i'M'rNCS AN'D BOLTS WITH FM GREASE AND 8-MIL!

POLYETHYI.EN!i: AND DUCT T!,.P!': TIC.HT.

!!i, DRAINAGE PlT MIJST H,1.VE 3 CUBIC FEE:l' (W.INJMUM) OF r NlNUS GRAVEL.

6. AlL THRUST IJLOCKING MUST 131!: POURED BY N"ATIVE SOit OR A SECUB:E BANK.

7. INS�!':CT10N REQUIRED BY DISTRICT PRIOR TO BUR'r or Pll'K!

DRAWN · DATE:

JW 7-24-24Fire HydrantCHECKED:

RL ORW(; NO.:

CHECKED: Insta l lation W7

2'.-:2'.- 1 /4� PLATE

WITH MEGA l.lJG

1 ' T'l'P 1!'--1" 0 1 /2:,v'ARIES 2D"

���-I�r1 ®®I ,. "---'-- , lfARlt:S! _1 8!'

� � , I � ; &_ : , ·.-1 I

Q.JI

{ \ 8 n oi.I JO" ACCESS MAN�IOl.E

WITH 'STEPS

--•-"c.'.;

1!·-+·

<D.

Q� �

JO"' ACCESS MANHOLE

1' lYP, DRY

PACK[D

SUPPl.Y & INSTALL

LOCKIN G

F'OWJWERS

(TVPICAL) DUCTILE TRON

20' RESTRAINED MJ 45" BEND: 20' RESTRAINED

PIPE (TYP.) PiPEr i r 1 t t, " ®1 CEf'ol'TERED m,i

WATER

THRUST BLOCK SLt;EVE: OR lMlN AND RESl'RA.INTS COUPUNGS (ITP. ) PER DISTRICT (TIP. )1 . CONTRACTDR TO PERFORM ALL CONSTRUCTION AND [NSTALL.ATION OF THE WATE:R METER. ST.ANDARDS AND2.! PROVIDI:: A!',0 Pt.A.Cl: B.ACKi:'IU. PER APWA SECTION 31 23 23. COMPACT PllH APW.A Sl!:C'l'ION 31! APIU STANDARD23 26 TO A DENSITY OF Q!I PERCEN"T OR GREATER. MAXIMUM LII"T THJCKNESS IS 8' WHEN! Typical MJ Pipe LoopPl.AN 562US!l'lG RIDrNG COllPA.C'TION /I.ND 6" lfHtN USI.NG HAND HELO COMl'AC'l''WN EQUrpl,f£NT.

3.! INSTALL PlilECAS'l' 1 2 F"E:ET X 5 FEET X 8 FEET HIC,H IN1'ERJOR VAlJL"I'. ALLOW 1� ClEARANCE!

AROUND ilU: LINE ftiROUCl:l Till!: VAULT WALL. DRY PACK RE:MAINING SPACE AROUND PIPI:.

SUPPORT WA,TER M ETER ON l.ATF.RAL ANO EV'PASS WITH IACK STANDS.!

4. ALI. JOINTS MUST .BE RES'fRAINED TABLE 01'" Dl�DlSIONS OBSJ"!RUCllON A B

SEWER 1 8" M IN1"'4UM :10 MINIMUM

OlHER I 1 2"' f.llNIMU!.I I O.D. + 18"!

I . IIEfORE BllCIO'IL.llNC.. SECURE INSPECTION" FROM. KID INSPECTOR.

:;J, ,\LL DUCTILE JRON PlrE JS TO EE POl.Y WRAPPED WD .AU. FITTl�G GRl!:ASED

Wrtt1 NON-0:(Jl)I!: POLY (FM ).

J. ALL THRUST 13.l.OCKS POURED AGAWSf NATIVE SOLL WITJ-! 4.000 PSI CONCRETE, 4, REINFORCEl.lfi:NT: DEFORMED, eo KSI Ylf:l.D CR.ADE STEE[,, ASfM 61 6,!

Al .I� FrlTINGS ARE PI.ANGED UNLESS OTHERWISE NOTED

DRAWN: DATE: DRAWN: DATE:

JW JW7 -24-24 7-24-248 1 1 Water Meter Typical Water MainCHECKED: KID t KI D �RL � .. DRWG NO.: RL 1'.:i"RWG-N!Ci . :

CH ECKED: !CHECKED:Vault Detai l MJ Loop DetailW19 W27 i"'T"'i,.-

SE£

:A)!NQTE 6

4 ".• ,;,.,SEE

"""NOTE 3, "'

ij

TO MKTER �

Type A - Saddle aamp Tap

C900 WATER MAIN

• J'" .A NOTE 6

'o SEE' :@NOTE 5asl,"'

TO M�;TER

Water Lateral Trench Type B - Direct Tap

OUCT'O.E WATF.:R MAIN"

SAND HEDDINGl I COMPACTED ATi�c.:'.'c�·

•.� 95� MOD

PROCTOR rm-Tc5: SDR-il POLY 'lll?{C , ,. . . ·r , , . 1!2'.'

WATE.R LATERAL

J :;�-: �:".::! :•·'!. ·· =

1. INSPECTION & SURVEY Rr.QUlRED BY KID DISTRICT PRIOR TO DACKF1Ll,ING

AROUND TAP!NG SlEli:VE 2.! BACKFll.L WITH APPROVED GRAD!!:D SAND COMPACTF.D 'JO 95,:: YODITIEll

PROCTOR. Sl!':E WA11:R LATERAL DETAIL lBIS SllEl!!T.

J. PRO'mlE BRASS DOUBLJI; STRAP TAPPING SADI>LE fl"OR TAPPING C900 PVC F'lPE, FORD SERIES.

,J. OUCTD.E WATER MAJN MAY Bl!: DIRECT TAPP[D �- J/4• �'ORD ffl800 BALI, CORP TAPPllD AT 2: OR 10 O'CLOCK POSJ'J10N. AWWA

TAE't:R THRElt.D INU,"l.', l'I.AR!i: OR COW'l!l::SSlON Ji'lrTlt>lGS ACCU'UD.

6.! PROVIDE HORIZONTAi. 1-':XPANSION LOOP IN COPPER PIP[ OR POLY PIPE 7 TAPPING: PU.Cl!: TAPS A Iii !NfMUM: OF 24 INCHES APART USt A TAPl'IN"G

TOOl. lfHlCH JS sm::o COfil{ES!"ONDlNG TO Tl'J[ SIZi: OF TH[ Sf"J,?V[Cl!: l,JNll TO ll: ►i INS'V,L.IJo:D. ND "JI.PS Wl'l'HIN 24 INCH�:S QJ,' l'NJ) OJ,' PIP!i:

ti. !APE: TEFLON l'Af'['; IS Rf!:QUIBli:D ON ALL TAPS, 9.! All ()[Rf.CT TAP TO UTil.lZt: "Cc" THREADS.

DATE:DRAWN:

JW 7-24- 24Typical Service Tap DetailCHECKED RL DRwc;-·No. .

CHECKED 3/4" - 2" W10

KlD O'lfNS, MAlNTAlNS, AND REPAI.R < >' l'I IIOR\\-'!TO 1-tETE.R. Sl,":E UTAH n. \\',\Tl'.� VAU J.' l-S/�11;n:R fl( i:-.c:;.xo ,11,n;R !Kl\: �l lll. 1 .1 , 131 · ADliUNlSiRATIVE CODE R:309 -660-7 ,', I J ,0\l;IJ\I) IF Al'-)" :>TllF.ITT. 0ll1\'EWAf, llHIV!cWAY FL .ARF" OJI:!

Sll)l:lWAl.f... �IOR\'ICI!. U.-r!!R,IJ..:S. t,;(I cmtM\!t,,•!l"S�: 1.. .1TERAIS >l (AI.I. IJ!i A l.I.OWED. AIJ.OWAllLli SEllVICE 1 . 1 1,:Ji SI l!IJ.I.IJI' CON�1..UCl'l• :O AS l'IC� $1:CJ'lO.N l.l. �11!\IMlJ�I SJ� Slh\lJ. UHO:-..E!

11,;1; 1 1 (I"' 1)1.UIE'll•.R !� )H Rl'�l lll'.N'l' l ,\J. CfJ.�"-E(."fl(J1'';..

1J.. CONTRIICTTlll I\ Rl;\IUKSJIU.t• FCJR 1'01.liOUO .�l\"ll IJY;,ITl:,: l ; .�IJ.

[\XISHFU 1onmTl,\l. (;Q-"'1Fl.l(;'rl!'-(j Vlll.lTII.S IN IIIJ\'1\1\'Cll OF ClJN:i'TRtlCJ'ION Of'Tllt! Nl.l\\' WATl!.R. 1. . 11'l:. U.IJ..l!l..l"G-:)TN-J!S S\1

ClJL]NI

LATE& D- · .. _..! -·_.- ·! -- --• • • • ·• & REP

I-"'"'"' I OWNER

re P1UM�'::;l 11'1 ,11)\'ANCli CIF Kfl" I IOl.l/iG (j"rli.l"lll• .S. /\LI. CONFUCl'S �R L !II!.

llRQUGI rr-ro 'nll! Al" l_/ MANHOl.E l!ORJZ.i

ENTRANCE

TYP.

i, '!BETWE "ll!-,TIOS IN 'l"IJLl l'll!J.1) 'IU TI IH m�imcr E1'(:1i,. 1,: 1c11: ·a, l'\"Al.1,1 ,\Tf' 111\'IJ !)E']'llR..IINE "l'm: hU-:AKS A1'Jl'!�lEl"I IOD T( ! �I ITIG/ITF.17 IF COX�l. lLTS.

II. SUR\" l>I'- COt<TRilC'HlR SI IAU . �RO\"ll)IJ. Slffi\"l;!YIN(, WITH STAJ.:!!S l''!t!l'STO 1..0CA'l'E 'fl lll Pl\l>l'OSl::l> Wi\.' J 'l::R,\."ii) �AINI" \l,TJ'll {)f

!.lNl.i !KSTi\1.1.A" nON. COI\TRACID!t SflAI. L SCIIUDUU!A !'11'.LD WAI>: TlIROUGII ru ll)lCN'rlf'Y A."./,Y 001\PUCl'S l>:' 1'1'1 1 TJH!

lll�'l'Rll�"I" 1'.1'C1'-1·, ER

SERVI(;

I

0I ME'l'ER 4- ""!�l 1:i. CONTRi\(.l\1R :;1 IA l , I . flH J\'11)10 l(U) ,\.,_I) TH!,I R CliSll)Ml'RS Wrrt l JS-1 IOLIR l\'(Jl! Dl:;{XJr-:M:.Cllrs-,:; flR (;Ot,:KllC"n..r; OH IMPM."n.t-G 12.'(IS'J'IJ\G Wf\TliR I.JI\l!S ,11'll ClJ.',SEC!

cnnRDINll'fB }.IJ. CUf..'Sl'RUCnON M:"llYITII!.:', "�·n 1

� ,• . . . .. JJ "I Cl1 IH'!'t >Rl.lS'" J'l()f',,':i,.

1 ·1 m·!

DIS'rRIC"l' A"D i:Sl'liCl,\1.1.Y 11'1 ltlN l'llltPOJUIISG 11.'0l\.l-. 1'!1-IR 1-..E.��r-lSJR, I IILH.

1 (, /11., L \HJR.: PFR.H)RMl:'Ll ON ( ; RM.:ITI( :iCHOOl, mITT1Cr PROl'tcRn' Wl l.1. HE CONsrnucrnD!Al'l"ER JU1'E I. �2� /\ND COMPUITl:.D IIY .\UGI.::.!" 14. 20:?h.

No. Revision/Issue Dote

_c

CJ)

I I.._ rn C

Q)

Y'.

rn Q)

Q_

C rn

0 CJ)

I 1/2!"'

2" M!Tl!:11 METER - 4'x4' llOX

Plan View- ·t"x-t!' llOX

2" 1101..E F"ORGHOUNO

lli:TER READELEVATION

J.cr!ER PROVIDEDSTANDARD DURA CRETE . 1 PRECAST OR EY K.I.D.M.!i:TER BOJtES l';!'iGI/'IEE!lEDi METER V.UCT•'1/2" !.IE.'TER USE 4!

2· METER USE 4- x:4-''!

;11;4" BOX ·! 1-...¥ ,!3- [,BOX

N

P.JJ""(;J=8t-----f" ,i'>• rrFLO� I jLUL-11• -��WING

"-DI-PASS

IT!t:: M 0TY 1 Jt::SCKll'T10N I ' 8" ii: 8'"!" 4" frL!,; FL!" FL) TEI:' 2 8"!GATE!VALVE (fL!.� f-L) \\'TT!-l HANDWHtEL )" 1 8" x 1 2" LONG ( FL x FL) SP(X)L

I 18 INCH J\I E. l "t:.R

5 ' 8 INCH DRESSRR

I 1 8 INCH DUCTI L E IRON Pll'E ( FL I( ClIT TO rrn' 7' 'I IPR.E•CAS f CONCRETE I/AULT

2 •l "" GA Tt: VALVE!irL )I, FU WITH HANDWt-lE:Et!

Q 2 4" x 1 2 " I.!ONG ( PL! � PL/ SPOOL 1 0 2 4" !Hi DE:OREE noow (FL!·' l'L)

I ii INCH Ml: l'!::I<I I

1 2 I 4 INCH DRE�SER1!

I 14" X 1 8" INCH DUCTil.E rRON' PTPE (r-1. x Fl.)I ] 1 4 I 1-I INCll DUCTILE IRON l'IPE (Fl x CUT TO FITI" ,JACK ST!/\NIJS1 5

WA"'"'""0!- "'IN

."'I� ,CROUT SPACE

'BCTfEEN PIPE A.ND

Section View "'-J/4" M INUS

GRAVEL

I. WATER MCTl!:R PROVIDED BY KID

2. LOCATE MAN"H.OLE: OPENINGS DOWN CENTER LlNE OF ME:'l'ER VAULT.

J.! METER BOX SHAU. Bl!: MIN. 4' DEEP WITH GRAVEL BOTTOM..

4. BACKFLOW ASSEMBL'f IS ro HE LOCATJ.m OU"l'STDE OF THE METER BOX.!

5.! METER SETTER FOR l 1 /2" AND 2· M.E:T£RS ARE AS �'DI.LOWES;

flORD SERJES COPPERSETTElilS F'OR F'Lil..NGED METERS l 1 /2� VBHC'76-21 8- J t- 13B -t,L 2" VHB77-21B-l l -77-NL

Crn > 5'

00 6.! LID !.!'UST HAVE 2� HOLE CEN'l'ERED FOR RADrO REI,.!) ASSEMBI.Y.

BACKFLOll' A5SEMBLY IS ro BE LOCATED OUTSIDE Ol'" THE MIITl!:R BOX.

7.0

CJ)!/

C '--

'-- Q)

Q) 0

Q) C s

DRAWN: DATE:

JW Water Meter Vault 7-24-24

KID 6!CHECKED:

RL ORWG NO. :

!CHECKED:C 1 1/2" - 2" W12

CJ)

C 0

Firm Nome or,,d Address0w / _c

(.'.) (J)

LO

N

N

-tj-

OJ

KID- z::::.::s Kearns Improvement District

Project Nome c;md Address

KEARNS I M PROVEM ENT D ISTR ICT

WATER S U PPLY R EPAI R

AN D R ES I LI ENCY PROEJ CT

SAM S BLVD . 4320W. - 40 1 5 W.

Sheet 2025-02

Dote 9/23/2025 0 1

Scale

N

I

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