meadows water system map systems/meadows-water... · 2018-04-27 · meadows water system map...
TRANSCRIPT
MEADOWS WATER SYSTEM MAP
ni!anin«ts FUTURE a" PIPE
FUTURE 6" PIPE
wuwMwnnwww FUTURE 4" PIPE
S.TEIIACO^MRO^-si4-jy1--^^
HOP # 07-01 OB (E:\dgn\Q7-000\07-0-tD\Wotier System Planning Phas<!\20'(8 WS Map Update)
[Z I. dVM
&.:
;'?
:%
&.k'-<;"'••• ^t •:•
^
DEERBBUSH DRIVE
rl>" fv"; ^;.$o..
i^iffiRM'?POlii
^ I'? .?D:9>;?x.6~
i'i'xiS i (^ ra
^3?oir s- s.3>'-y jn'i~i f ^ ®i%l^ Fit^n
-6 ^'7
>00s
o t^z- ?»^^'I"-?,^
M•3
•p>5Jttffi
3•SEE MAP 17
0
>•o
.4
,i.., ^s'R
'!'•'
<^>SEE MAP 12
WASHINGTON .LAND
•-eHTKR. ->g^TI>»k» ia>'°^5'
i& t~-i, ie-1 \A/
-T—i-te. we./^c.o.j^s.
ei-e.M&.k-iTKB.'-i- "i»'-Hc'oi_
vyi "'y. •!"^~'-"'/u,i\~U.S] Z»T /""
•'•-^~*..?fo!"z.'TJi" ^Hll
W?W>,A;<A
e/o^. \w(».»-|./ -M.Z.V I I •
iLACEX,y.ICiN13M..T18N_RJ_Wif,.;;.
?•».-
^^vys v Eat s f-
APR 2 7 A
APRIt. 2S, 1<)W
SEE MAP 14'0Rob.ischort Er>i
BGOOMCHjO^ti flOAOS.g.OLYMni.,WASI)6W
ilEC-WO
SOUTH $OUND UTILITC CO.,INC,6800 MERIDIAN RD. S.E.
OLYMPIAWA 98503491-3760
>lo-^-'=» , • 7f7fF
k;:l\u-^\".-' •• i w^̂1
::;1
•)
, ,!jl
1,
.'1
iss/iSfz-<->Fi.ee,>^ -reeef-.c.e.
^J,-
—ss^-w-
^̂
LACEY VICINITYT.18N R1W..in
^ <se^Te.a. -s-ecriot-l •%.4-
I & M.. FB',1 VJ.
>.
^.-A^.1
Robischon Ennlneors6800 MENOldN BOADAt.
oi.ywns.wisscoa'^»-«w
1 THE MEADOWS WATER C(^'': '•:' i^p H o p <xS'i. -W OM6'6, '1 tJC..'
S i e\ H\Me.i.ii~i L^Me, •»,£,
£3|->i'MP|/s y^f>> ?t^i§^'6 "':''".
4-'»C1 ~e?cioo . •
i<s>-^-e>.'I'.. j 1.1:1
:: Ir -ii• .^
^1;
.• ' I '.I
t--"~\.^.-<-:r— .- u •••;li "'-».''•(. •:• ' / .".-•- ..:»^ii..'
THE MEADOWS
iBI-EMENTARY SCHOOll
0SEE MAP 17.
:S{ei<':T-:»«—»?
IU/.,Agiwy<.^^y^.yk-'i V-ji-^ot —
t£aBJ^-wV aw!
^l^sS 21
^&>|p|NgQROP LOOP °'ay-i^, ^-t———l— •*—i
LACEY VICINITY•T.18N~R1&'
^pFtit. z.s, mo
THE MEADOWS WATER CO.<s/e, Hc'odiS-fe. HoMe-S-.ll^-'
8,1=1 H^MEL-ltJ L-tsMS- -&-.E..
^7t_-^MF;'l\.WA> tq&6>o3»
-4-CB,<:1- c^cscaca
i ^^^ .
•I0fex 1%."- woo^PF^AME-o ^Klo lM&Ut-AT£C> PUMPHOU&&• OM COMCR6TS BASE. sSLAB COMSTWC-teR IM.^iSC.SKO^ce, WITH SrAlW. 'Dwa.lT73.-2. EXCS.prAS> &pe<HFiCAU-y MODIFIEP QM -TH6<e. PROJECTPL-AMS. '
SCALE 1/2""1'0>
V4>
£^x3& lU&ULATEP V/QSD eMCl.6syR&OM COMC. StABj V/tTVl 1/2. ROU&H £AWMSI-OPIM6 TOPS', HAVIM& fc'W»E'/;'HOPSM PA'3SA<»& TO l-t&(tT£f^ BOtLOt^i&lf4"n£K)OR (^irP\C^L Z FZACE.&)
£" BUIW-OFFPER /We.'.ttlweA DRAWIM&
use THESS, At-r£^fklAT£
PO&T LQCA'TiOMS.C^fo cewER pos-f)
010f^i^K^s^,
/2." A0>< Ci£>V£R£D Cifa^^Tf
PANEl. WALL. More. MllJ.&' OF US^A&L^- ^l^FACE-R6QUIR60.
*r& "-mp. RtpG.e."•>— ^ses seB'i^WE. *n\
^exrEM<ii&M PLA^J^ •
\CsO A / -KoOV^ 3 ^PUIRE.P PCWfSi. SERV/IC6.
Z&\ OA'. SRWES') •* 14/3 UF <»8teID 6<li>TIN(ii •aC'o&T'&R £.-t4TloH RSRCOMTROt- t-b-WS B6-TW66M PUMf" SmnoMS
PUMPHOUSE FLOOR PLAN & ACCESSORIES\WITH-
^HEADER PLACEMENT
TO gkl^TtMiStMeAox^p oisffiiBLmoni^eee S,Y$(EM'\( exreusioN lV_ PLAN y
NOTE.; AU. /slEV^ <^>^^TROC~n&»^ fiHAU- &£. C>l-5>M?Ciet?WITH C.HLORIUe AMP •SU&sy^UENm-Y *<MK.eDFOR eATI-'iFA-TORY !'>-^-TERIOiP<iilCA,L.RESUl-n PRIOR TO PLA'UMlSi THIS, F/^1L1T^'<M ^ewice..
[M'?tJU\TtSP W30P.
^WCUS&URE.
;»^-~_
Vff-0'JEAST
£CAie-^41's'l'-0" ' "
THP ^& . '^?0 ^"•.,lte<nl
-ZEA. 4-« STUBS 'r^%|F§y^gy%R^^° ^A-rT- TOTA^
MtH. &' US&ABL^ •'^t4LL &PAC,e, R&QD
ROt^i^C. LXrHT
HAW-OF'F-AUTC>
•NOH-R6'<iTrAB(^ROMMIM6 TIMS.
'CONTROL PANEL WALLAPPR6K; 5CACS' 'f'j-T-O"
T) RALNJJ.TE.?6°Y.?-PHAS.EPUMPING_PLANA PANELJ'^ "•"•A. SELEGTOR SWITCH. RED RUNNING LIGHT, RESETBUTT°N-IN.COyi^-MW-^CMTACTOR-''(ITH-THE.RM^.°VERLOA? ONE EXTRA^.b7AUX'ILrARY"CONTAC'T',"AND"NON-REslTT/RUNNfNC'TIM6MiTER'DISPLAYING'H3UR5''E'TENTHS^ •'•-—••"' •••-• """•.""•?• ».""i^l, nnu nun-t
THE 5 HP FIRE PUMP (F.P.) PANELS SHALL BE FURNISHED WITH,MAX DELAY RANGE. ,.
(§>3@ ONE 12" x 12" x 4" HINCEO COVER HEMA 1 RELAY CABINET VIITH CONTROL CIRCUIT STATUS PILOT I-IGHTS AND DEFEAT TQCGLE IN COVER.
(5) ONE 6" x 6" X 6" SCREW COVER NEMA' 1 CAN HOUSING THE 3 PHASE POWER CONDITION MONITOR.
.ETTABLE
.SATIC.TIME DEtAY.-RELAYS (DELAY "OFF") HAVING ADJUSTABLE 3 MINUTE
THREBSQUARE "DI'_GSa_-2J'RESSURe SWITCHES^ON W" QALV HEADER HAVING .0 - 100 PSI CAUOE AND 1/2" SALL VALVE. SET SWITCHESACCORDING TO HOTATIONS ON WIRING SCHEMATIC PLAN. • •. ~ '" •--—•..—-.
-V--
^M-s'n-A, ;STWT.«, t<fc<pA'_)-ff^^ ^&u,v pi^' ~<fl^£m
OCTOBER 8, 1S90
Roblschon Enflhieera6SOOW<riaswRwf&£
O^iyld, WA 9S563 i&^SW
THgMeADQW? WATER $OPpLY ?YSTEM;.SUPPLEMENfAL&OMESTIC/FIRe PUMP $TATION''
PROPQSED'TO SERVE; "THE RlDGfi -,9S CONNECTIONS
SEC. 18,T18N,R1EWW, TWRStOH COOt-iTYMEADqyys.v/ATER; ca.M'?.:; 9J.9:HAMEL|.N LANE "SE'
OLYMPIA, WA 98503459-0060
FII-B1038 it 1'(-E-4. SHEET 1 OF 3
CONTROL REVISIONS NECESSARY AT EXISTING PUMP STATION CONTROL SCHEMATIC FOR NEW PUMPING STAUQNj
" PUMP COMTROL" BREA.KBR
£/L6-^M^-
AOOmOUAU BRSAKEK LI&TIMcSi_
LlliiHTS i.COMV" ...
iSA/C^f\ ns</
0<IOTIMGZO'C,r7B'H .
CCMC.. R6fe,•. ns,coo aAuoM'y
~3fe
VW LIQUID .LEVa-<y»nW)i- R.&-A-C T^PB.RHCONT^&TS eMERGI'Z£E> OPENWH&^l FUt-t-
.fomSR t eRU(^F?IEL.O'' pa-A-y.WKRpA-'hiAG
'f .'. ^oyAC FQR Lj9W ^r£RtSVEL LOW-OUT op ALI-ecci.fiT^R *Fiftta,,pUMp'&
RESSRSOIR'"USW.LEVa?ptOT UW-t
•S 14/3 W CACW6/• epTv''e@~it.FW';9r4u'?MS :.
FOf? • t:l3^R6t.'';-UMKi-^-'' ;• "
. eypriNa .".PRY RUN)BOOSIER' PUMP.'. PROTeC-TIOMRet.^Y^'d,,. Rp-AIM - POR '.
/'l.QW^Bi'^U'.il^OICATIRtJ .'OMt.y
" pe^'RUN(;sw<?-Tc|RcurT;cteB3'<RW?&»
• ::D;p.o;n::Hi:-:y'•-:?.
''Hew"
1o^~ys"/!<!ET/fcO P61
'^-'..i :v^"~ ~ ~"
'••• f •.•^•j,^^K,W^ .\'/' l::'":":iK>/ie)*ti»W ."0 Aur:
.<^0-»-»-.i$.^<?---- - -<i!"" FLmt-' COf^TROl- • |
!;..'."•
. ;^i-SaSOV,,S9! ACUUSTABLg. • WWER • MOMITpRIIAS, Rei-AV^PMB-MARK • MO.PEL- A'&SS& ••
•OR..EOUAL . ..
•.FT?. $V/ "
^•l^/l-S)1" [_
aft TRousL-epjt-or- L-ianr
EXI6t'IM&,&C>05T^f? BJMP COUTROL^
.^,iL-^-——^<
. .L__—^.-—,--K
",FW,rw.r,lw • OFF '
FURNAS EUKL. CO.AI.T6RNATOR. *^:4^ABIOB6
2.40 Y COII-.[SKISTIMO.; pAOSTER.^pyiAP '.PRV RUIS) ..PRGTeC-T'IOM^.ORCUfT06FEAT •TOC.&LS:.<IIWO]C.ArOR,RET/SIM / R£-U's6;;
U? VAC PROjs^LWTS7 €WV. " 113.VAC PU-QT L.I&HT
iHO NOH-R6S6TrASl£RUhlMI,h)<3i T1^4& M&TTS^'Sr(HOUR., i TBMTHS-).COOK MOUNT.. AU- •'•
PUMPS'.
a eAcriQCH'D' asc.-a
PRSWURS SWA
LE6&NPEKISrif^lG. CIRCUIT TO &e RB-?>|IW6D
(.ifc/fci f.!)*
w- cc»-esn(.&"
——^- ©<ISTIM& aRaji-r .TO ps RSMovec'
c^/^ PR.. •sl>-/. ser-riMCi'o&^BRveo FROM Mew/ smrioN
SHB.'.. FIRE.. PUMF'.fWiprpR
-•̂R-W
;NOTE:THE INSTAtCER IS ADVISED THAT AN "AS-BUILT" CIRCUIT OIAQRAM
"RESERVOIR NO. 2 IMPROVEMENTS", SHEET 2 OF 2 LASTIDATEO APRIL 3B. 1987. IS AVAILABt-E AND SHOULD ACCOMPANY THISIDRAWNO'. '"THAT DRA'WI'NO 'ASsTsTS'^N tEI'IOINO CLARITY TO THEREVISION PROPOSED .OF THE EXISTING PUMP STATION.
At-L PUMPIfJA PLAMT PAM6.LSTO B& 4foov, •3^ WI-TU fVWP ptteoMuECT-s^H.O.A. sa-ecTOR, RED RUNNiMe, U&I-(T^RUMMIMfi, TIMS MEVS.'SVb,. RS^ET |M cweR^Z40V, \if CCMTASroR'S W/CVERUSAPS/ ANDAUXIt-IAR-1" Q&NT-ACT',
? HP FIR6 BUMP 6TAKr6R
.FNajMwic -nne- OEI-AY fist^-Ys. OM& IM'EACH s HP6-CWTER . g.-MWUTS MAX /ioy D&Ar"OPF'''
.OCTOBER 8, 1990
Robfschqn Engineers6SW t-SvM^ R<xnf-5U£
O^nyto, WA 5SS03 4S^ffiM
THE MEADOW? WATER SUPF'LY SYSTEMSUPPLEMENTAU30MESTIC/FIRE PUMP STATION
PROPOSED TO SEPVE'THE RiDGE - 95 CONNECTIONS
|SEC.18,T18N,R1EWm, THURSTON COUNri
MEADOWS WATER CbjNC,819'HA^ELIN~LAyE"SE'"OLYMP1A, WA 98503
459-0000
'FILE 1038 & -I1-E-4 SHEET 3 OF 3
II" 1 "I I • "I.
FACILirySUMMARY^800 EQUIVALENT RESIDENTIAL UNITS
SOURCE OF SUPPLY SCHEMATIC—MOT ;-TO selALfe-—
SERVICE DISTRIBUTIONW (TOItCPKWATtC ?N1$ (52 tff^W * 95 ItOifc « 1*7 CCffii'O Of.1,0.zss.mvny wwiKe,wtof's <i>iei.wEs SWOL s 39 E.R.U.)TOO XESt&EitrlHl COOI'S TOTAi. —•*- X.1,0. * 713 U*N STSTEM K.t.O.
Ci-RAVlT^ SUppUVH~r/ORGM£tJMATt<l. St^FPL^/
SOURCE OP SUPfLY SUMMARYeaace SITE »o. It
Exiting veil K>. ) if/i-mmET tHlt.E'lEH- IATEO FCStEmmc wa w, t V/M(IEEIET A*«ts*w HAIEO rw
KURC6 sne iio. zrUwm VELL KO. 3 y/z-niur t, VWM <f33ASO*S]i? UltxitTW wm KO, < vh'mtouK 6UA»^>;(«? UTEb FOi!(x»Tiit(t «u. rt>, 5 v/t.imaEif <a;a.S? xAti& ?MOPO!E!> MH NO. & v/i-iamn' yzwi'Wfi? wto fw
W r.M.)W t.P.tt.I
S? < y:<3» 10 ttOtACE (W - (-?>» * W T.{i,H,)W cm TO tiotJicE (3i;t . tS' * 3i« I.O.K.Iio tMt to n«Ac( (»?> >. (•ta*> * 3Mi T.o.ii.i
ISSi VA TO tTQWt; (W - 20> •.3(51 f.6.ff.»ASS tfH »WCt HQOyCTttWt TatAL
f..\. • (••^EXlSTtW EtEVAttua EOWIEIS AT t^. *> <3EA.) BEUEEtET B t t/2 1F<.S*lSf MtED f0<t 107 MK E;*, TO SIOtASE (33?' HE?, ft^W.
-OffStltti WOHlCltAt. tWStEt AT tW, 0 <m.? KllteiEl 12TW. 7 W W ItAtEO f« 210 EPH E.A. TO ^TORJKiE (53S* B£S, jlZ^Wl
•ulf''
EXISTIXO (ITtUWtUUTtC *C<M1E» AT EW- *; (!U> SMKetET » 1 1/2 WS • I T/2 KP tA1£& fffl M Wtf B t; p« /fffl St CWtXliHM KTOtOMiUUTtC IQptJtk AT >£». n ()U) lEICEtEf Cf t »/t WS . 1 1/2 t? ftAiEO ,fW M tflt 8 t$ PJ) Mg 54 ^HMOPOCT itTOEOPSEuUnC KUSIEK WHtOli (IEA) BEtk?t.Er C? 1 1/t WS *• t t/Z N JUTO KXf , fci (lts(f ? •H» fU tii6 . M CT}(
Z5Z CFK 1SIAI •imiitWXEUHAnc tWEStH
DESIGN CRITERIA
fEW DAY WW REQ1? « WO <t$, COflt X SOO W.ftf^/COWI • . . • 7;0,(W eAUOXS«U OAY tWtV ftOVf&fO * <ti« 1<?t RflM * RD 3?H9 t*< i IK&FX * ti 9 3?CfK< ^6.B W UW x I! US * T(i,7M (ULKWt
KM'& STAWrr (IDitACE " (W XU, KWI X tOO tol/MT/COtiM. v / » 720,000 CAllOXSHAHHY HU3>tT KE«UE«RI • (Kfl + 30 * 39+59 * IPS ^ ^ t 101 >t2t tit x &d HtN/iift ^ (irs>3&0 fcA].l??
• '^,t^ *-UIW T(iE'SEt!£tI tr/^'-ttlK, UUOtT ifa'O * UtCEt Of W9 WK,- X ;M CAt./OWN . " 1M,000 UllOKS.KtK. Wt ^iW CMlUiS Tii£<UE1!CAl
STJWfY tWfVt PEAK tW AmHCE MHA? • *37WIT WWrtM Tlttf < W,WO'UL./«i5? CFX ). fit Kmi-t^M CfM/CO^x W Cffiii x (Q HtN/Wt.)} » ZO BtS < 7; iiiS KUtlfAH tECOYEKT KRKBEQUAUZIO ITtXU? tWft If (SO f1|X UttMIA * t7t3 * ASS) n 150 •t Si?&0 6A(.t(B>s *1041* Coy^LUIKO *£<)>& IT BHBtKAt. JlHALKSIS U1TH SWflT/DD'AXO
MUO Of 45S/<fiOO x >SM) •OB <*5t • t7 t.U./CCWf t& yOO xA7 » (;;36) ULtCwSTWt, ttWM KoytKEB « 160,060 &U.IOBS SJAieiT » 12,360 CAtlOtS ECUAl.nikT • * i;2,500 CAUUtSIOIAI ttOtASS ttOVt&EO * ttt.OOO 6UlWt m. <H t 17S,500 WttOBS BE3. *; * M>,SCO CALttWS
^li
1S1 t70' Ml- Mi.){K* RAt <».)w FWptt wcnw
'-^^' .THs.Rio&e.ni^ne&i' ;SEf^/ic.r:.B.6V. T.-IS'
'H/Sfa'P&l
-me RioaE,'
u>w6&r sgRviqs.euiv, ass'sa/73 PS>
Re;<>am'~tOiR t-lo, E
2.0'Q < Y&'H C6^Wl£T€nS,Soa G&^QkJ&
\>/OPJ<)Md» STD^&frE,-^OM^ ttSQ <y>M a ?2.ti00
.AjPpLCME^A^ftR6/PW^f^eoo^-rep. smrK^t
PEAX IMSTWAJlHUt, CDWiO F« W a?itWx£l*UtlC CCWiECTlOitS * <S6 CfHwsvvi runww iv THXEE imeLer i 1/1 RP KO«E» FWPS At <? fit Kxiwt KIIIH (604 ^ * a&) (a ?s; cpri
IEAJS^, •&%S'
Vw. W ^/e^ &.T& i~)o.S
.-a Qbo-STep. STWTIO^
^•A
'rue MSAPOWS-HisHE.sr.&oDSTeR. SEFMICE.£'-&•/, ^t.S'. (4k,/<.l ?(.•>.')
TH& Mg^POWS•Lov/esr fcooSTeR. seR^iLEEU>?/ z.as' ("sa/-j3 pst)
Rs&ed.voiR >Jo.lZ(» o > ^>o v) Coijc^er^
'^ r_ llfc,000 (aAl-LOMi,
E.I-&/. W',u^,^lf^6Lfr'2"
HlfaHE&T llRfall
Wtt-i-SirE. hl»,'/!.T^fa^P^ $wncu^
e\">u s'xMs'il w-^t6- ^^ s"w'ta'Iavt%!..!
\Jc:^^} We^.jJa.l
.SuA ELS/. 2<; •.^
SSA uwisi- if - - -
^v/, &^/. ^'
J^3..!...l f s^''811 4.^"T C\"MW s^'^,/&u-^g^j^ j Va-t-^i_ e.^/, n s •, w pi,l Sww
' f.^.E^I IZS'-^ | j
1-^-IL^_
^r—___._._____.•"' ^ s^^'ii '^^0"-"-"~-;J
^- S.W. «-u&'. qi
-._-.„„„„.„ ,_^^ ^ 5^^ 1-BsfO-.
RBSERVOIR OPERATING [.EUEISF&UC 6EHW M-KM.'M '•.713 CHt rca WO COffi.TOTM, SWI>(.V nWt6EB TO Us. flt » <t3 x 1QT» » ZIOXFX ltfW *EI ft (ooi'ea? < «?»») CPH ueii n * lai cm vm.
t« CFK UELl K < \W <ffi > -7» Mk»\ liO tEVEt. tEtW fttl CtMtIEDl. SEITtliQ VITHtH 'tPP 51 <F <l^. *i tS WEC1E&
SMTEH VW EWU.tZtUO St(NU? Of 42,1% CAltWS Vtlt 8E oaSESVSi AT Mi. •lt,
FIRE; PUMPS SERVING A PORTION OF THE HYPRQPNEUMATIC SYSTCMPROPOSED TW EACH BERKB-EY ^ZPM-1800 WM SHP tUTEOFOP 479 OPM RACK AT 40 PS1 ?0 END OF 30 hWi PRE VOLUME {C01)
P,W,£U&/.£
•1\39 HW t/EtL US
.fwe^.-4&' ' S"i6<<Pn
6 ?06FiM
Rw, euf -ree zoo 6.pn
OCTOBERS, 1990
Rofrlschon EnslneeraI"* I <a»MuaaX«dS£
O^F/d. WA 9S503 45^W
THE MEADOWS WATER SYSTEMSUPPLY SUMMARY & DESIGN CRri-EPIA900 EQUIVALENT RES.IDgNTIAt. CSWSSEfi^3J18N,RlW.THUBS,[email protected];OUNTY
MEADOWS WATER e0..1NC.;819HAMEUNl.AdESE'
OLYMPIA, WA 98503:.459-0000
FILE 1038, SSU WELL *6 d 6-C-2 I'i
>ujje?.t alllll
II5JHc.°i"^<i
t^.hU^N"."is-l>..'
n^i7FbU^o\mni
^IHj?-i^5 < ; ^ -I,I'lj'^-l!
."'? ~}^J^ ii^.\ 'liiiJl \\"°.S
ilii!!is?3 ;S!'iSS-iiJ.l^i'l'J' i ill
•^
^
0c^
'sl
".l^@td
ii®'::(i? - I J.1%lfiNJr?'i
^ 3 A- ^
P!NH'Ifl^<~AU^"< 3) 5^sd d o 3 °<r
©fi-^p®
\/</H ITS pi, <£'C=><£^S {%.-=. T5Ll-^,<i- H^.KT -Sa&(£?<JS.hJ(-&^« -^
PCTRL, "^r&F'pe-rs <==>-r/^(srr/'^To p -o?s \^/fS;^i-. t^c». -2
>OE3»hAS&.-==.) &,• F=SJS^P^
exi-srih-)^ z.-t.o V^SA
ttP"(tH,l-. ^ 0>^i-Tf%<£>t^ ^tf£^.^rT'/
L^-
t-1 -—
[r- z.'4-o' vA<^
^
E^I'ST'lt-t&l
•Saov«,c-e. -&n-e.^ ur-Bta. ^ t^rofEL,
II!
,E'-i<.i-e»rnJ&l wei-i- l-lo. 2>-S.T'^reL-rtt^t^ (i.p'htTA^rff*^
(S.a-wiea-To -s.ee.^a^VAJE-L-L. fcl^ &^
1-
e'^l-a.T-lt-Ks, 24-0/2-4-VA.^-la-e-feeRVoip. »-)<», E_
L-&*-/e£.t_ ^C?h4T-I^c^t_Lo^A/ V(>t-*T^^& -SfS.OEZ.^i
—ll~l--T-A>t-l-—
<::s=Tr^.e.'r>t^i(>t <s.c?HTfs&.T£='Fz.Si A^ic? tfi'f!>.F''fs(i.t-rots. -<'^T'/\»a.~rep^-=-
P?opt e*A>~TM '-= t-I.P.. 7.^><=' ^/,.\ ^ -^tlS.M'&fS.-^t &,(-(&. F*OtAp-£>- ,
IM -T.Tt\ 1-1- ai=> ru ~wet-L- He., a,
U<s>T~e: fe~.vi> F-oTTSfc /^ni? e.e.uMi^isi-o R.is.i-^f^
iJcs; KRF'/\ II (^<&1 -a4-CTS/ Al^P ll'S. ^^.-
^ic^-fa.E^.EST'r^B.b.e: ^uMtsiiKj^ "T\Me. M&r&P--^
T~<=- e./is£-H ^F-T-Hfa.^.^. e:<?rAF:'^<i..lT<b.p. -^TMS-T &o^e<£>
•-=?taf^-s/\t4&i ^lSm~.t£» •\^V. ^ A^t^P ^>"T-0 A\\/@ T"RtO!
T-cn-^t— TS^^ht l»^&f. HtoOR.'yf
-0~-I "^.!-
ey-i-t-Ti M a,"TeL-feMs.pn"'^' .ri.ns.^nT-
E:><. l^fT I M<S, R.EI-A-i'
F-C.P «..^Fm-e.>Ae-HT-t>,R.-T--S,UF'PL.^' -a-TMz.-T-
0^
L'-I
e:'>^l-SST-ls41i
\uei_^ No. ^-'-S»r^Rhr-up ^.at~4r^cy^£»
> &.1- G>PM
jj_<:
.^
^**/.ts=Tlh4<^ -r^t-glME.TR.'-t" £.ot^~rf%0i-'5>
i ^>r i& z-h4^ ^^t-i--^ -re, ^.fi-^, hAC7* I
•fZL/ShJ'^f^^tS^ ^£T/<riOSl
<>\W(3X-t- -^ \ ^. 4t 7. -s.^F'P^t^.o)
^.E-p ££ R. -ro -^HSE.T* 2-a»F'2-. c^F3' f&.fi.^e^'^'Olf^
tUc>< 'Z- t i^\-F»(S,c=.v/&He.t*~tT'£>" p't—i^t^t F'c'fEL
Ypi^^s <^c=>^^£_tf--ri^t<4^' -+-1 •s.e-HooL.1*
LfS-^-T- (2.6.^1 <•= (3.0 /^F'lS.tt- %0. lct&,';? F'O ;&,
\\ fs*==>- sun-rr11 s^i^-n^J^ ^o^jT-A^=>t_
*S=<-hiE.t"'< P^r-fi- ^; LC=>fin1£-.
Z^\-t- AF-M
•SI-I (nPt-1
L EAE-t^iD
"^s^
/'•spia.it-. 2.&, ns-^-
SS-30 'MEfiBOiAN SFlO'AO 8.E.Ot-TOK^A/WA $3tt&3
Wi.aaoo
"TH & MS^DOV-I.'. W^riaR- <£uffi--T' ^•('•i.rei-
'Ssoui^,^. c.fi 'asupri-'-r 1 MF'a°ve.MewT R.fr.^1
W si-i—. \Av. -S,^»e^'. ("^ ~rj_e*»sj f^^^^^
•SSOA,B'& R.&Me.S.
&t^ H^ME.I_|t4 L.KMEL ^>,E.,
(^-i-Mpi^^ ^&&oa,_-<1-'S>C|- Cscvcst
(^-d_-Z- ^.^^esr 2- ^>F"z-.
RESERVOIF;. No, Z RoSaTeR. CONTROLS'«»,. Kfst^OMl
" BOO&TeR. PUMP CONTB'OI-S"•EtwynN& RP<> Sw. •PC i
-Iw^ 1«», »«~ BW ^-- p^-^ ^ ^,.0 p^
Lo^ Ua^eL "<.VT-OFP"%£R. "DR.'/ RUN CoMfl
Re.t-AV No. ^ S&u&W
f • j j^-— —E»><TiNa A^e
"^r-'CT —~—-' {¥^ I'l1
L-fA—-—-—t-. ^n-^n—-^
1^..E'&EMFl
— ,— , , .„,„. Em%,'TtM<A
——————— T&LtS.W^LTp
2.^\^<L
11 S.wc.
RE.SERVOIK''; No,-
° SQOQi-'F.'K COi'-i"rFi>-.;i..S"
(UA.^OV
_BQQ^TeR. _0or<
•&me>TiMC, PR.. 15v-/. ^A
F'Fsse.T TO -43,-^Q PS?.
Jt^0\<
Two SopaTe.R. PUMP Mo-rot^^TAATciwa RAtac:! yon. f'&.H.f., A.'&O^ .
WITH AMBIENT &0»AP&H*iA'T&0 fta-a&TTASl-aOvKRU^O i=>ROY£&.-T10t4 ^/SD ON@. Au^lLlMl'/
CONTACT KACH- A40v opeR. Coi>-
Gxi^TK^tt 2.0 ^A
HCty/lAvA.C TR/^t^FOSW^R.
Li&u-r S/A|._AP.M
-^ _-^^/---—:EW=T'NG FSeT..Mo,\ Low ^.ev&v. FI.OA.-T •S.j^ncH.
t^ ['" &<-q'a£& 0(^ ^.t&tTS^., 0<="&M* Oi^ FAUUHC,.
E.^fft-TTtNCt ^
PO'^KR. MoNtTOR.—>ESrtOt-ltTOR.—>
?̂teaJ-ExtSTiNQ ;LAk/ ltDft\f .TI<JMV
wo " t-on I-ayai- A-.anM'
GONTR.O). -ReL/\Y
TP.AtJ'&p^ P^t-'lPMooe. ^^.u£t-tRft-
rc^&K-n-rct^
-3 i—[-.;< V;
Co^Tt>,Ol> V^£.\J^f
CoNTROLS „
.FUHNft.-S. ^.>-t=.ClTR,\C. Co>
A^T. No, -tTABtO BGt
tTH 5l4Qv Coit.
i4-—'-H- '. [ J 6>-u-&t.u./wn ' ^ Ewwru
L__ „ < ^ ^~^^^~_^"-~-^"_~»»'-r~_.~_~ } Cwti^i-
4-_^~v "— c°- ...
L_| -«L- »£/^TCW«u-«t, ^
INST^I.CRftlf1<-T CA^U -ro Re^.No. f '*
"FILl- I'-O^TRULS "
S/s. Z40\;
^ •A—^.' \ ^-—-^0^~-
=^=-^o>^:.CR." 3 f>-.\_;0<Rr.--•Wnu-No.-t" ~ I ^~*.
/ ORB4-.I^.HP>'ORI( %UM
PfloTR.CLTt,0*t" ^ -J-H1-?-
.„..—•(g—'/ sl"Uow Reay.
IHQICA''-OF(.
^Ll"^'l?>TAtQiFiO.T. ToaQ»-& S^MI-K.HPOFt ^r^&ftlSCMC.*/ ^Y-T'/>'S>*>
Dw RUM Pno-rac-noM.
lN£»-r/>>t-t_ 'OWTCH Gu/yua
TO 'P^RMtT l-WWNa, 1H"RaAOY" PO^I*T»QM
0}-L
1
"Al..';< f, TEl.ei</IETRV " •. •'
^^^~<^-^^"^^^~_~™~_~^^~^—^n"u~^~™~^'~l-'~*.C<w-<W"y ls».|]|Sv .|STCAU^I
—^.kL&A.seo Pnohtg LIM^S
lN^T<<tU-eo FFt<
ReaeRvcnFL No, ^
S^ I ( ^ /^1-/Wrt \~11
t-^--^~v^^...
M3~C£; CONT^OT^ ^MOWpl
[ o-— "^ f IM E.NS.nG.ixeo Po6>-ri
EKiaT|N& Re-». Nsi. }"V-Ovy LBVei." Ey.TttFtWR.
/^./wrt \-ifiM-r
^t&TINCa
T&t-ELMB.Tra.1/ COWP.&Z-R&t-^' . pop V'JfSLL NO. 42.40VAC. Can.
W;>TA'-<- Two S.FIO.T."(SO&T Cor^TftOl. R6(-p^&
^ERA-fvaM FOR. Tet.ei-i.
Ct^c, MCWI-TOFI*NS>
tW-aTW-t. -TWO DpOT,
PoTT&K.-SRUl-AFIst-^O
y,KPf\ Co^-rn.oi. ReLAS;s
W.TH tlSvAC Open', CoiG's,
-.1-A.J.
<•;?;
-W: y^-——
-Tn^ee. E.X.ISTK-K^ ^UF>
PUrWthtG> Pl.AMT PA'SEL.S
PO(\ 3>^, -tSOv Sao&TeR. P^MP%,
CoMTACTOFt.-S AWZ. S.40sf ) •I ^ WITH
HSsftf^ "RvNN>N^a l-»C<HT& ^N0E^M»S,50 TthftS. M&T&n&< ^'•<
4^±-^-!HH^^ ,4^tTT^!LR^L^Ji^-
oU - -f'^A— — — —^ 4'+ ^
^Te>- K tvi K.T Ti-s/
-ro WisA.t. Mo.^
i82.C,PM
-I- L_ _ A <?":~a>*"/^'>^/_t?LU-<lu*/^l^7^7^ IST(
,tt(t "Ofi./wj ^{,0^-0 (I/*,(-F_^^_^££_y^'-L ^•"c.^
I JNSTAU-GR-B7^° GALA. Tto R&A.No^"
X-lOw^ COIL.
t HOT&J (?t^,&. ^Oi-Oft-
cooiMfa Ra^iSR.s.feo i» s^r^'e&.t^ S\T€IS* !
l^aTAt-l. 0>->S Pftlft
Le^et> PrioNe. Lwe.
Tfci.eMR-rTM-c C\tv:u>TSTO REi^ejtA/Oi R, ^a. }
E'^ws.-red. s~cA-r>0!4 '
CIRCOIT-^ <o66>fr^~ •>.£•&
l,(2.l)l|' -th I) U-<'h>B.-;,iLS'l
, L „ _ _ _ _ _ _•_ _ __J^ MAX. %T^T,c GRAVITY PP.E-?&UK& /-T TU1& %1TS -= 5^.PI>1 ^rTH R&^.
N<>. 2. FDI-U . |'5"r ^ Z.tslt:> PR.B&auR.^ S^,^MS^ ' w Trt*-, R&A. Mo. i
ESoaiaTsR. %TA,"T»QN ^uaui-D "THfi<-.-s=cjfc6 Rew/stH Ct-c%eo Du^tNt, /\\.\.
Na^^w^t. l<&v&i;. Coi-iTFtd^ Op&RA-T<orNi^ ^UX PROVIO& Cj^e.p. R.TOIMG,
, HvOFtOptsSUtAA-nc. Opa^,*,-rnaM it-i-TntL EveN-l1 This STA.-TIO;-! B&COK-t&c>
l^O'—wre'a' FR.or/1 Res.fcR.'/Qt re. N<^> ^•.
[- E<-a v, S-10U Ov/anFua.v/- i, I'1'"' i; ^t> C^.....^ "O^y"
Si-ev,53$'s \^ CA-i.t.'OM-
SIAV, 33a'=^fc<l^«.>."0^"t &Rt:> C.^^ fOpF'
E'>-^. 537(P 'S.'&0 C.^^^.-O^"
333'
v:i. —. -;— — -r
^H^K^G^-^-hs-r^ ^--r^>
NOTE ^ Ft.op.T S\^TCM&-> N&.-t-4
Po&t-nOM ^ito Opat^mc* ON' Rit>f(^(3, LK^ev.-
<wtH AtMtW<*"St-e. GlPf.tiR.SMTiA.^, Se.T
^.t. <5>*o^)N WITH OR.Y RUM ^l-w.T ^4
%&T FOft. t^ktNi D»t:FeAEK~Tt/».^
.1- Eux. 3 SO'
I* COt-rTwn. ^<5A-A*/<B Mo, t-4 -ro <2>& FtoT-rtSR. BftjjMpiei.
KRP<S i OPOT os. TPOT ^<> SUO^^M. Ai.u ^A^tnc
-%4.VAC dot^.
?., COt~n-R£n- Fi,st-/^s Mo.Loe? TO c
KRPA , DPOT \^iTri A4ovAc Can
•PoT-r&ff. &n.ui^f=^el-0
RESEF.LVOIFS. N^. ^
17<^ ,500 (St^t-L.o^-JXO'OK-M X 7.3'H.aH
%?40 G.^/Fooi
Of =/On Kw. D(FF.
T _£\A/n'CH
.Sss
'• INSTAU- ONE. PUt^pir^Q PL/^IT P/wis.1. R^t&D 1;^
T/aur,-4BOv , 3?S Myron, AMSIIW CON.PWS-E..
TH^R^A^ Ovep-i-OAo , ^40</ Op&a.. Cott. , Two ^u>t.,CONT/^-TS? ^NU \\S\1 Ru^^lflfc ^l&HT Wtl E<»^PSS.UTn^e. MILTB-R. TO Oi-a, PFu'avioe.-o.
Jurje. i-B, rtl>| ffo^e c<«.6 t, uliu.*^ Ki.-ri
R6Mtc>£&> ;, Apft--i_ &0j lia'? ' Afc-Rs-^t^T-"
iJuLv 10, i98s
Rptllschiin Enslnwrs(BOO MEflBtW nffAD S.E.
OUWMA.WASSSQ46MH»
THE MEADOWS WATEP. SUPPLY SYSTEM
RESERA/OIR. No. ?- |MPR.OVEM'=MT5to^7 .GONN^CTIOMS -t %CM06iV
Ses, >3,"Tl8N, Rl W , Tl-tLlR.s-TO^ Co,
HOD&ES HOME5/131Z PACIFIC .Ave.
OL^IVIPIA, \N(\, 9850)9-t3- -1S39
PI-UM& TO OUT&lOiS.
^PIPING SCHEMATIG
PLUMB -ro otyya.ioE.
COr-lCRETe 8/\<b& -5-U^Q
FOR. IM-StA.ATKO WELl.HBAO C.O'VSR.
•TOSS AlR-LtNET^RMinjATE AT MtD-TO^LAssy. <y PUMP
^lt,'-5"&Wl,
^ /0?2 a1E^l<e^SV <oS2AMIa -^OHP &0$n£^'S.lBl.E
PUMP ^ET O^i &US, I..F. ,<s GAL'/. RISER PIPE,
IMSTALL one 4HcpL.OM^ ctieck <3 POMP ANDONE <3 MlO- Rt^KR.
(]) B"x^1'SAWTAR*^ WEtt. •S6A'., WTE; DRILL 6EAt. %^ TriRU FOR. •^^Atft-liNK PM^A66 @ /x1' &A^V. AND &^tEENED CASINb V6MT AMD ACCESS PORTAL (J) I-A^S.M.^ WATTS NO, (74 A PRfiS^URfe ftELlEF \/AtVE: i SgT To
OPgN fi^OPst' @t.'y.f^y.^ ft./-f ^.BO^ @fa"A^C^). Stt-eNT V/APER CHECK. VALVR WTH THRL'D ft.&PUClNt; COMPANtOM FLAN&-e&. ®3/^UHOSE Qts ©^"riAMGED TOT^Lf^-fM& AMO l^OlC/Cnn^ PP.OPEU.&R.M&TER. W)TH RSSt^TeR. IN &ALLONS AND RATgD <&t>o C,PM tv\Ay.. CON'Tt^^OUS Ft-OW. <8j^i<6>'' R-OW STR/\tC,RT£NeR. FAQR.tCATiSO FROM -it" (SALV. PIPE. T. &&, <\ND ^^SERTep G>AL^ SHEBT CROSS-HAIR
(j) s" eoi.-reo cor>ipr.!E?s-ptoM ^OOPUM& @zp-xizA &HeLF pgft sro, DWS, 41T-7A7 © sm SEAR*) SfaGAL. CAPTIV5 A^P. H^'OROPNEUf.WTlC T^M^^CAT. (MOi A^A-A9tt»^ PRECH^R^SO WHH Al% TO 33 PSC. @t*>pl.eX-HOS6 TANK TO HeAOER CONNECi.TtON,U%e SEAR$> PUMP-TO-TANK. HOS& KtT , GAT, N0,-4 2.A • A7 S8 @ PUG HSApeR ^UPPQR,T CQN^TR.UCTSp FRO^ 1" GAW. PrTT>&^ FLooCT. Pt./>iMCiE AMO PVC 5(\DDt-6 . &e.cyFt.£TO fA&E OF SELF @ 1" BML VALVE P1.UW6ED OL/T%tOE TO WA&r& ' © SHAQEQ CONTROL PAMfil. FACgO •ON TWO •StDES WrTH WATJ£R PROOPSO ?/i|tl Ey.T. A/C. Pt-VWOOO SUPPOR.TEO ON ^ GAL*^, %TAl^O/S^D5
SET fN CCMCR,£TIS @ 7S AMP. ^QOV) S^MfeTeR.e/^&E, @. 7'S'AMP , ^BOV.j 3^ 0R.^AKeR. PANfit- WlTti ^- SPOLe SPACED MI^JMUM j I.OC.KA&L& QY pAOl-OCK @ R/T. PL.UM.8lNG PLAMT PANet-WtTH PO^SD QI-SCONNecT AHO T.O.L. R.AT&0 FOR. ^90V./ %?t, .tOI-I.P. ^OBMgR^t&Le MOTOR- MOTE i QPEKWtNG COtL To Q& 11^'VA^ ^HQ H,0>A> TO &£ R-KMO^ED. @ G.PO: PR.OTSC-Tep (sl/T ' CONfSMeNCKOUT>-KT @ XKVA , 4QOV/A^A^/t^OV , R/T TRAM% t?0(^MER. @ )2.>>SQ,M)M. R/T REt-AV ^WC.LOsyR.e: » LOC^ASLg ev PAOL.EKLK. @ ^ Ri&tD CONOUCT ^tlKStO %ERyiCE ENTRANCe CONOUIT
PUMPHnURE CONTRnL REVlftlONS_ WELL MO. 4 CONTROL SL.•^
"WE1-1. PUMP CONTROI-S"
:t-(OV ,-» IffA . , , Li.•—f^-^->^ -\- ^ , , —^.
^!0:-_.^;;;, —jp0<>l—17;,^s<?
E: y^ CORNER t ^ec.i-^iT18N, R IW, THURSTON CO,
PUTUR.15. I? 9,000 GAt.L.OH
GRM/ny 'ouppl.v RESeRyoiR;ss'»4»Mt ee^.^/Zt»5T
&XIST1NS WXllPUMP HOU&&
\FUTUREOPENSPAdE ^
^^PRQPOSEO t^WC c^.)fo0 /..^y 0..
PLY LtNE pRC^ ^St.LNOi-4 /y. ^•.
At-T. W&O-' N0.5
LOCATIONS
VICINITY MAP-SCAL6; 1":t (OO*
t-lore.; .Sja\-CA>. l.tz. -ijAT ^-<^ i
IM d»\) 1 ^»ru itt/.ooo fctA.<~<-
lt0 Otft f. &0' u>ti)4 ^TC>"-'aO<t£
Or^ ^AM.<£. -^^TsS <S>^.^ @
1-^<- -.WELL PUMP'
-.—.i--;,.
.:r/r- c^^ss^ "
VT*£. t^,-a,.€. iS^ 3-<»S; Al-TE^NA'TOP. tl^7A&10BG,-im u«.l-/t- w» 2. is'
f.1,0 1. CQI I.
^ORMAs. ^UO-bT^ P^t-^P OP^.ift-AtJt t^S (S \^<tu^ fclV^ ^t>. I /X 0^ ^^ /IS (>t>L
TfZ.A.tA^-A-ncO TO \<-/t^L-L. St,TEl , „ ,. :^.
KiO, 3> O-OSJ AS : |.^,<|
exiSTINQ WELL NO. 3•CONTACTOR
P i & RCLA^"KRPA- UAG/Z-40VAC
~^
FROST REl-AY MODEL ^F?A- A 3A-1 h-Aa fvt
TlfvlET MAftfc S$» FO^MEfc MOt.n-TOR.
NO. A ^^S& — <l^OV
'^f c^A
-yr&fe -cEi.EMETR.y CIRC;UIT'
TO CONTROL.^. Q.
IA/ELL HO. ^
EXISTING. WEL.L. N0.3 CAPACtTON. S.TARTE.l?. TtSR.M. &OA.AO>
XM-sTAAA.iN-UHe nj-a&s ^'t^iS.Trt.*-^- ^,Si>*/^*-
Ptv-oT^t^T nan.'n^>fj»^lr^ta* ^;^<&MAT i<t's>
JL, ;L^; R; S;Y !i—_l-_-J-,^--,-l
FR<Wl UQHTS AND__^_coM\/ENie.r^ce. ©ReA^eFi.
Xt^SY^u-,^ H$v/A.<- (2utJ>~l\^t\ T^^-'S
Kt^fl. WtW FliSfat^T^ l^ l-tf-S. i l/tp4tlt>MOfj ftes.-e.TTAt3,t_&
W^U- N0.3 STARTEDA,y>t, CONT-AC.T
a^/A •^e>ov/^ooy/i-usy/\R./r hrti.Ai^&»=c>At-\Ep^
UOV RUNNING TIMStA\£^~t- V/JtV^ R.\£t^t^n£l7^M u^l, ^ n,. ^-.—.M0>s) f^-sc.-rrrtk(i,\^^
ft-AJNTtTe PLUM^tNCa
PLWT PAN^t WtTH FOSiEO DlSCC^nMEyrAND THEBjMAl. iS'/ER.LOAO RATBO FOR-
NOTg £ OPER, COIL TO &E 12.0VAC ANDH.A,A. swrrcn •CL-^MOV^S,
NOV 10, tq&o
John Roblsshon, P.E.K»UE'riil)AN")'KiAB'e.6. "~
OLVMFiA.WAKSCT-sc-ytot
THS iVleAQOvVS W^TEK. SJPPLY S\-6TB!--.
WELL Mo.^QOUP-C-E. OF SUPPLX- I MPROVEIVieNTS
Qsc. 13, ~T ) 8 N, R \ W, ThURs-roN COUN-T^
G'RA.VQ, t-\A%.^o:^L ^^Te^pRi-oes^NC..
231?. PA.CIPIC A,ve
Oi-VMpiA ,W'A. 9 Q 5-0 7
ItS- 7339
'»-F--3 CH-E&T ^ oi <
^ ©J-t'?^ r^F? ds»'s)-ra.CH_£>
^\CsH-VHnS^J^ t-<\&.la»Jt>Tv(_ S(AP-tC&-L\^\b L>ye^ ?iO<Z- ^Jv£^ (s'3vA\Ci hl»» \
Pl-^'&e^toMi-nR- -'te^>'&"si-tCH K>/is>-o'p!»ao vme-
;Oh>'<iUt^.'6tl60tlate. t-la I .. CtoJtCol. '2&S.1- op<e.cn®>'•''IJS-1- t>J't->P&l3t<2JL8."
Z S>0 \1 - 15- A
CoMV'Z-d^. 'Sft^&<lc?C Jlt?."l>{\\^(^Vt-^\ U.t^w^ '*
\\S'l - >ff A
4».'z..CotsWd^ <&Aj2L,-<"
L^*->st> Ue^s^-~ %5£0 "S^i ^-v^
OP>5%ftTt»
1?'/w?a-<o%- p-^ts.'it^
U&irt-T >-Va I
6>eo'&>*viSK. ^t-tP CotO-rG.oi^^s,
\:*llA.-bC (IOKIW&K.
(^orJWal^ %A_W
Coi-tTtui i^'S'a^&MjS'x- ^ttt,%uicyyms'B_ PuKit's."•Z-lo ^ - iS"A
L.Z.
SsOOt.'niS- t^>(--)P
^\\^S& t^^TOR-
L-z.
^o.T,QiwW-o^'ZAt^Ua-^ IA^^"~ V^S^ &t*mt^
®C>^W^<>
fAfcW^I- SwtttgSE.<>pofc <&nwsSt- P.i<-\t>;,'Vt».» \ i?.^/ lsl.MSt.tS> -T-ii-<e
L—JKS.-1 %.^4
\wr>c'?.a?T
~n^c»^.?(ici—,
© I" frbt-\£ COO'S 100 P-i»< vafis.\itK. %i£^-ief: N/A.^-^IS- ' @ Z-"APLO ^n. z-iru> • ii.\n- '.z.sUstt.&s
\/&^-e- ^.nw. V^" O^FVLS ; -g^T -TOP <S>p ^A^c ^-r <.o^<Xt- ^•S -m^^ A<^t,4t-r.
@ {l'z." Bft»-C -^o^-^/s.^ @ 0-101^ ?ta»ln faOvJtniS. © Tv,en>£ S'«siA&6-D G,S(i.Z
PtUs'AM&S- E.'^l tVC*^S~& ^ •b6~T ?.S>^.d.l (® S^/^S pi,| ^ •»i.'2_ <S &S/-1& ^AS©S(<./-|1
'[•' ^w ^s N/AC. ^ovt.f^ue t*u\o0tsl-rt'0 'Bff.^bTO\- %.^i^iQ.A£f<L. \^ / 0—Qt^?>^ <-\-W\S^T-
®~7-caft'^ H'S'.\/ft<- SUft-PCx.e MOdtJ-niO BiEit.Wl- e.-SUXE.CnSZ- U/ 0-40 FiSST ^-l.C.. Cv^a.f-.
Ft^ot-t "'ALAfsf*^ L\fc,^~r^OdhJVCfcM. «><US».<tai_
p.'&^t*'?
&t//"n w
r~~i~^Vr±
-Ttwt- Ws-v- s •z.'z.o
i ^°tL---J &Wc<Z^ O^L. ft^faft^
L-tblU-T fl°. 2-
T?ksdo\StS- <~^e.Tf\f> L<t» '. Un-ua'e.r 's&U^S- tsUS-/. •Z.t?S liO •C'l-/, *'i, ', 'RicoyreA- C3TP>- E-us.'/. = Z.ID
M\A "Riii.'s'si-K-e. i>o T?»/. 2> = -2.(-<.&' l-'SOpAI ^ -2.1^6 4--10 =. 'S>3&
M\\h-> T;?l£°»bOILg. hr %ioobnsd-- ST&, ^ •2>'2>&' — -2.10' -_ 1-z.S' s &4-.l'p'>i
TS'pQfaTe-e- T^-w? OPetfATiO'iO ^ 'F'ui-i- -T&tS^ = 5£>p&i -Ois.t.uo.me; •= l-z-e> - ip'e'-'sV -SO'-rftri^ Ue.mwT ~- <S?C> T. D.U,
.i .. ...i _.'~l°:"r'a< '" " ~- n"i>'- \v " -so' " " •= ]ys T. o, i->.
= £>Sp',l = 1-Z-& - >o eu"/. -|6 TB|OI/- ^ IOOT.O.i.\.
~l&(i&i -- |-1"»' - \0 " _ \s " ^ i4-e)-v.o.p.
'&l<2.-rpL.':=>:^_&i-\,-F3 .'^.WSVQL '^wf (^r^uTV
^CLe&vOcS. U'.-a.T-
GS^ ^O^.'C^CnS. r?>ov.-£;5> &\t-<<9\£ft.fa fcv& ^•eb<.-(i-iP*r<o-r^
Z, ) 2.5' Mfr->~J
£L — IAJ£^^ i. t3oo^Tsft-<?^M ^ &At^trC&-AV.^
\ -Z/0 UbiV^T&^ C-t,^ 4 Co^<lA>^t^S.4<L<?- J G^M.pft^LS.oft-
t IS* (s^An-^ t-^(>\<(+v^ ^ Z.^OVL.Q^.^
I — - &Pnc.E-
I — — SP&oc —
I
z.
z.
•2.
G.
A
2.1.0
a to
< is
\ \ s"
•S-So
116
15lfaL].ld(U-|E-"Tfce.'dsOius-
£»£»(>4.1
-I Spy
-rAvof-1=UL-\_
-r&n3V^1/-L RO>_L
&s' UZtiflA 106
64W !-*•&'
\QiaWv\
to&^/A
"Eia/lfa&O Vz6/T=| 'Rl.efo. <:3u.T(i^L. •^'Tbwe.TeiL't? C&i'aUTy
J^<£ 'Z.O , 1^1<?
JOHN ROBISCHON, 1. S.W Wtrrinr St S. E.Olympic \Vs, 98^03
+91-3760
Tvve. Hi5Aoc»A)-o l^)em£R. 2>'<('-b>Te:^
SouRASC5{r'£>vJP<>o<'?^ft,^, ^t-^ >^°
.See. l'i>4-1-4 ,Tt&^ i %-^^,*Tw&<>Tt>^ ^u,
<Sl%.ft,<u» l-lfMS.RiOR, &lsl1\s%P&t^,'£S>
2.11 Z. i?'fcc.ipic.-A^^^£
OL-^t-iPl^ ..L.JA q@&--0i
.S.H.egc... ?-_.«<:?....?.
MEADOWS WATER SYSTEM" STORAGE RESERVOIRA PORTION OF TRACTS "A" AND "E" OF THE PLAT OF THE RIDGE AND TRACT "A" OF THE MEADOWS DIVISION THREE SUBDIVISION "D"SECTION 13, TOWNSHIP 18 N, RANGE 1 W, W.M.
PREPARED FOR THURSTON COUNTYHt-R WATERWORKS. INC.
STEVE HARRINGTON8421 OLD HWY 99
TUMWATER, WA 98601(360) 357.3277
yemcALSATUMIIGVD29
THURSTON COUNTr CONTR01. POiNT NO. 7736(Cln-OF LACEY CONTROL POINT N0.117, B.M. NO. 185)
4W CONCRETE MONUMENT WVLUG i PUNCH
MEADOW8 ELfiMENTARY SCHOOL
21H8220MOSUMMIT LWDDEVaOPMENT ^{^'CCTS™?^. ^sgy
SCHOOL DISTIWBmiCOUBSESTOEETUE
omwmihBsn DEVEI.OPMENTSTEIlACaQN RIDGE
/ .' 6I75M20I100KtWEY.MAnHEW
U2DEERBRUSHDRSE
''/ /VICINITY MAPNEW B" WATER MA1)
SEE SHEET 4
SHEET INDEXVY \ EXISTING ACCESS
''Y'*'l1, COVER SHEET2, RBSERVOIR SITE PLAN3, RESERVOIR DETAILS4. WATER MAIN PROFILE5, DETAILS6. WATER DETAILSI, LANDSCAPE PLAN8. PUMP HOUSE ADDITION
EXISTING BOOSTEREXISTING WEU. (»3) / STATION (S3) TO BE
IMPROVED
EXISTINGBOOSTER STATION (B310
SnWKIMOJBi»H3,?TWMV
U1DEERBRUSHDRSE(HYMFIAVUS3513
DO'UBLE 1.EAFACCpS.S GATE
274(17S0327W
TO.AXHe.309P)^EDROPORSE
OLVWPIAWASS5U
SITS INFORMATION
:>^ ^^^PARCEL NO; 61790328900
snoiasooPASCUA.JU.IW
9310PWEBROPDRSEOLWIAWAS8513
SITE ADDRESS;8511 PINEDROP DRIVE SEOLYHPIA.WA 88513
IS70740001&00
HOROWTOIECTItSiaSUMMERFIElDU-SE
OLWPUWAW513
20' DIAMETER X17.S' HIGIEXISTING PIHEDROF RESERVOin
SffftC SEC. 13, T. 18N., RGE. 1W., W,M.,
JURISDICTION; THURSTON COUNTY
SITE AREA; 2.W AC
ei7S<B2?600H?H',IOTO,Cl£N
MHPIIECROCDRSEOUMPIAVttEasB
NEW26'DIA.XZCHIGH RESERVOIR
SEE SHEETS277t\man»
KtfflWER.ROaEHT831SPMEORPDRSEOLWFIAWAS3SB
EXISTINS IMPERVIOUS;PROPOSED IMPERVIOUS;
STRUCTURES;GRAVEL/CONCRETE; 255 S.F.
TOTAL NEW: IU S.P.TOTA1. IMPERWOUS;OPEN SPACE/WOODED!TOTAL srre;
EXISTIMO PSEVAULT /TRANSFORMEROH POWE1
LNEW'PRI'HAKY SERVICE LINE
/ / asaaoWHVXMH
BUCKBUm, TRUSTEECOSSUMMERFIEUDU-Se
OIYUPIAV/AS3513
B17SW27SCTUBWIO.RAYKONO
MIOBIOOEIONCTSEOLVWPIAV(Ae»]3
as iammw
AfjOERSON, KEITH / / GRISWS<^"E^S6/ / SS'E'S'
2,093 S.p. (1.8%)112,535 S.F.1M,4WS.P.(2.66AC.)
wssvwLB/N.EOeAR
«3?!pma)nopDRSEOLWIAWAS05H W.](W«KK»
TOEROeEmaiEOWNERSASSOCIOH4TOAVEE
OLYUPIAWABSSnEH803Z600)HiUlTJUDUH
iiamiflEodcrsEoLvupuwAfasi)
21707.UM2100
SIXlEXWAY.DOUWGCHAVMNSUUNERflElBU'SE
OlWPIAWAiWH
EXIST™WATER EASEMENT
617SOI2»3IKIKiUHiUse.WAnsrftiWMWIDOEOHOTSE
OLYUFIAWA88513
WIDGEON COURT SE
EXISTING EASEMENTS
NOTE; THE COMTRAOTOR SHALL BE FUILY RESPONSIBLE FORTHE LOCATION AND PROTECTION OF All. EXISTINS UTH.mES.THE CONTRACTOR SHAIL VERIFY ALL UTILtTr I.OCATTONS PRIOHTO CONSTRUCTION BY CALLING THE UNDERGROUND IOCATELINE AT 1-eoMZ4-S555 A MINIMUM OF •18 HOURS PRIOR TO ANYEXCAVATION,
RECORD DOCUMENTS;
Tfte contractor shall forrtsh Halton Godat Pant|sf wilha drawip@(s)sh'wnng'lhscbartgsshe/shahgsmadoEothatiestQndrawingtsJahdHalton Godat PanVorwffl vertf/ a!! systqm componsnls prior!bacidiOinfl of the components twstemiain tees/bends. sewer lateralsandela)" Falltiretoclocpma^resuftinihoconlractorufiwvorinsthe components so that the hojte, and vort focqtton caji bo rocordedtot the reco/d documanl (as-bu!!l) dranlng(s)
CONSTRUCTION STAKING;
This fwcject mu$l bo staked prior to constnfcftm by Iho deslflnongtriefi'forbyaltconsed [arid sufvoyor,
THIS DRAWING DOES NOT REPRESENTA RECORDDOCUMENT. UNLESS CERTIFIED BY HATTON GODATPANTIER""
ANY ALTERATIONS TO THE OESISN SHOWN HEREONMUSTBE REVIEWED AND APPROVED BY HATTONGODATPANTIER. A
WATBil.MH MO PAW EASeUENr PS PUT OF WeB106E DMSIOH 2 RECOROEO IN VOLUHE SB OF PMTS /rPAGCS 66 MO 67 (SCE SURVEYOIiS NOTES 29, 30 & 31)
PAW EAseUEIIT PER FIAT OF WE RISEE DIViSIOH 2SECOROEO W VOlUiK? ^S OF PUTS AT PAGES 66 /WD67 (S££ SVRVEYORS NOTES 29, 30 & 31)
200' WfQE £ASWEHT GfiAHTEO TO PUCET SOUHD POViW <kUCHr COMPANY RECOROEO UNOEfi AUBITOR'S niE NO. 1022SSS
DRWACE EASQIENT pA PUT OF THE HEADOWS DMSIOHW?£ SUBOIMSION "0" RECOKOEO IH VOI.UUE 22 OFPLATS AT PAGES Be TO SB (SEE SURICWRS HOIE f 17)
unurr WEUEMT ros HEAOOWS WAVER COUPMY PERPLAT OF THE MEADOWS DWS10N WR££ SUBDMSSOH 'DwKECWOEO IH WWUE NO. 22 OF PUTS AT- P^GES 86-aS(SEE SURVEYORS NOTE fl7)100' PR07ECTW WELL RADIUS KCOROED WIBEK AUDITOR'S RiEHO. S70S29019C (SEE SURVETOHS KOTE /(;
EASCHENT FOK ACCESS MO W^TERUWHS RECOROEO UHDO!AUPITOR'S HUE HO. SOWSa (SEE SVRVEWHS NOTE /$)
10' WOE E/ISfMEW CRANJED TO US WEST COMUUmCAHOHSRECOROEO UHDER AUOnoR'S FILE NO. 3206180^06 (SEESURVEYORS HOTE flO)
{—
^p°PR
—ou —-uc—
0—-n-
•tU
s-w—
—EP——loo-
—103—M
EX. CUY WIRE
EX. POWER POLEEX. PVO RISER
EX, OVERHEAD UriUTIES
EX. UNOER GROUND COMMUNICATIONSEX. GAS LINE
EX. SIGNS
EX, WELL
EX. FENCE
PROPOSED FENCE
EX. VALVE
EX.WATCRLINECONCRETE OR GRAVEL SURFACE
EX, EDGE OF PAVEMENTEX. MAJOR CONTOUR
PROPOSED CONTOUR
NBV VALVE
NEW RESERVOIR DRAIN UN6
ASBUSt.TDOCUMENn•ffC SYSTEM B<STALt£0 PRCmiES THE OP£RATO(tM. CWAaUTES^S DeSXSreoBYt?n<atiOOOATPWri£ftAimAPP?VEOFOflC(WSTftUCnOHBVTOEREVIEVWOAUITORTTy. PORTWISOFTreCOtiStRUCTEOPflaXcrtUVE&EEHOBLSmVED PY j.t60R W STAFFUlOen MT SUPERVISWH WiO ADOffiOfVLItffOfUWTOHHASBEEHFWWDeiByOTHERS. &ASEoypO?imATtWOR«WOHAtoCWSSWATTO^L.UH'H^GESTOFMrWoVitEOG^TOEpftOjeCTWSCO»STRUqpHrSU?iTWriAl.tY 8) fiCxfltWtKEWM THES£]
\^^»^"^y //»
&
t
c
i
I
>
I
£
3li
s
I
>
lUO)^
lilin.?:?°> ?0 i^-
•10
gKItsy)Is
^IMU)~iNQ.I0ft
fc IHi
w^.I0 ^
SHEET: _1_OF_B_Efc^iOKCOWOtOCOs te/ VWW5}
• JOB: 07.010A
INSTALL a" X 4<TjiE (MJX FL)^0"
•INSTAU.8"Xa°TEB(MJXFI-)'
-a"isv(NC)
^-•O" GATE VALVE .'
bAY UgHT
APPROXIMATE LOCATIONBOOPRTEI-EPUONBUNB
riyuu-vei
ALTITUD'EWLVE
EklSTIHG RESERVOIRF'IU.UNE EXISTIN8 RBSEWOIRDRA|H LINE CONCRETE VAULT
RIMELtZtSULTHISSIjEBT
6x4 TEEB"GV
4-QVFLxMJMJ PLUG
EW ALTITUDE VAIVB IN CONCRETE VAULT;)BEE DETAIL THIS SHEET
CODHECTTO EXISTING2}' PVC DRAIN UNBWITHWYEFL± 262.6
)l6MPI-i))G STATIONECl^PSgMB
''ixistl'NtS PlNEIRESERVOIR (R)
TOP 2i' DRAIN 2S4.3TOP 8" WATER 262.3
EXISTING 10'Jt12' BOOSTER STATION (W)TO BE IMPROVED(SEE DETAILS SHEETS & 8)
EXISTING 2}"RESERVOIR DRAIN LINEOUTFALI.EL246.7ADD 4"PVC DRAINPROMHBWRBSERVOIR
SITE SECURirr LIGHTING(TYPICAL!)SAMPLING STATION
ECLIPSE senFINISH GRADECONTOUR, •
EXISTIHO WATER MAIN ToRIOGE PRESSURE ZONE
-SITE SISNAOE PEROWNiSRrrVPICAL.I) ^
/k'*\<</'. l^JfT^
- FOOTING DRAHT
34' COtlCRBTB FOUHOATIONOESIGN^OTHERS ^
•NEW3'x4'CONGRETE APRON• NBW6'x(2' PUMP HOUSE AnnmOH
A,^•NEW ZOO AMP ELECTRIGAI-SERVicEA. .• ^-:'": PHOPAHeTAHK
"/.71__-.._^'•NEW 5^(12' COHCRETE SLAB FOR. GENERATOR t ENCI.OSUR6
RESERVOIR «. FOUNDATIONDESIGN BY OTHERS
NEW26'DIA.X20'HCONCRETE RESERVOIR
SEEDETAILSHEET3 ENLARGED SITE PLANNEW PRIMARY SERVICEA WWX6'REINFORCED
CONCRETE SLABSEEDETAII.SNEET6
EXISTING 8" WATER UNB34"FmTREETORITRIM AS NECESSARY FOR
CONSTRUCTION
TREE PROTECTION FENCESEEOETAILSHEET5
EXISTING WATER-'PER LOCATES EXISTING WATER
MAIN FOR WOOEONP.RESSUREZOHE
FILTER FABRIC FENCESEEDETAILSHEBT3
EXISTING WATER VALVEBACKUP SUPPLYTOTHE MEADOWSNORHAU.Y CLOSED
EXISTING FENCETfPlCAL
d
THURSTONCOUNTr
VERTiCALBAfUMNSVD29
TOURSTON COUNn' CONTROL POINT NO. 7730(CffY OFIACBY CONTROL POINT N0.117, 8.M. NO. 105)
VW CONCRETE MONUMENT W/PLUG & PUNCH
ELEV.=242.81
^t- BOOSTER PUMP UPGRADES
SEBSFElilFICATIOHS SHEET3
r 6DO GALLON PROPAHETANK(OWNERSUPPUED)CONNECT FUEL SOURCBTONEWCENERATOR
40 KH PROFANE FUELED OENERATORBEE DETAILS ; SPECIFICATIONS SHEETS
INSTALL 8' GALVANIZED STEEL-CHAIN LINK FENCE
AFPROX.KOl-e,8" GATE VALVE(H.C.)
CONTRACTOR TO VERIFT EXISTINB WATER MAIN LOCAT'IOHPRIOR TO CONSTRUCTION. PRESERVEAND PROTECT ALLEXISTING WATER UNES AND VAU/ES DURING CONSTRUCTIOH,
RESERVOIR PRESSURE SENSING LINE-A »?3M-HIH I.D.AT2- SLOPE. SET VALVE
PER ELEVATIONS ON SHEETS
CONSTRUCTTON SEQUENCE; /\1. EXCAVATEAND INSTALL CONCRETE SLAB FORTANK.
2. CONS1RUCTRESERVOIR.
3. ENLARGE PUMPHOUSEPeRPLAN AND INSTAU. NEW200 AMP SERVICE INGIUDINS PRIMARY SERVICE IINEFROM SflSTINBTOANSFORMER.
4. INSTAU.AIL NEW PUMP CONTROLEQUIPMENT.
6. REPIACEEXISTINGPUMPSSTARTINSWITHNEWJOCKEY PUMP. REPtAGE ONE PUMP ATATIMEANOCONNECTTO NEW SERVICE PANEL.
B. ONCE COMPLETE, DEMO OLD ELECTRICA1. EQUIPMENTAND EXISTING SOUTti WALL OF PUMP HOUSE.
7. CONTRACTOR TO PROVIDEAU-TEf^PORARY POWERAS NECESSARYTO KEEP BOOSTER STATIONOPERATIONAL CURING CONSTRUCTION.
THIS DRAWING DOES NOT REPRESENT A RECORDDOCUMENT. UNLESS CERTIFIED BY HATTON GODATPANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREONMUST BE REVIEWED AND APPROVED By HATTONQODATPAN-nER.
BUSTING GROUND
'^1
3
^NEW26'DIA.X20'TALLRESERVOIRSEEDETAILSHEET3
^-—-.-ei-Ey.B 267.0
'fVSf^fS-^'SSfSSSSS^SWSSfSSSiS^S^fr-]:c^i;3£::;iyc:^Ri^T^!;^;A:^^:;*^S«y^^^^^iiSiiiS^^3^&ffii;I^Sil3I^;S^b^
I
4"TORESERVOIR-
VALVE VAULT x PLAN DETAIL
NOTE; THE CONTRACTOR SHALL BE FUU.Y RESPONSIBLE FORTHE lOCATION ANO PROTECTION OF AIL EXISTING UnyTIES.THE CONTRACTOR SHALL VERIFY ALLUTIUn-LOCATIONS PRIORTOCQNStRUCtlON BY CAIUNS WE UNDERGROUNO I.OCAT16LINE AT HOMM-reSB A MINIMUM OF48 HOURS PRIORTO A^WEXCAVATION.
I SCALE ^H^|SECTION A
RESERVOIR GRADING ^
s?sa,I FtlOVDES THE ?ERAnoHAtCAPAfil?6S AS t)£SiO?DBY WTTOH OOOATPAHnER AhTI APPROVED RW COttSrRUOTiOK BYTHEREVHWKoAinwfvff. fflftTjQtisoFnEc<wsTfa)cmif'ftoixcrmvsEi£E9TOSEnvEDBrMsonwrsT/fFUtfoenwstyeiwisKXiAi.oAoomotvjLtWOfUWnotttVS&EEtifROVBED W OTHERS. bAsEDUFOK'nUiTKFORUATlOH
f OF MY KKOVAEOGS, THE PftOJKCT WAS'ouccoRoAKcewnllwseDowws.
s6
i<adc
£
scfi
c
•^
f>
s
j;
Iit,<s
N
a.
!U
(0Q:pIUI0ui£
SHEET: _2_OF_8.let^W-COEW0100Qift?/Wffa«5]
1.6"«,1.2"F.I.P,OPENING-FOR NEMA 4 X J.BOX MOUNTING
& FLOAT ACCESS HAHDHOLD
2'6"X4'Z" HINGED-ACCESS HATCH
WEATHER TIGHT LOCKABl-B(SEEDETAIL THIS SHEET)
TOP TANK »,287.0
EXTERIOR LIGHTWITH DUPLEX •SFC OUTLET & SWITCH
AIR VENT-SEE DETAIL TH IS SHEET
ROOF SLOPE%."pERfooT
<s<
/^\
4" DIAM. caiM PVC~PIPEOVERFI-QW
TERMINATE PIPE 12"ABOVE FINISHED CRABB
CHAMFEREND&SCREEHvffrmM"ssTscnEEHa,
MOST MESH
INDICATOR BOARO-HALF TRAVEL
VISIBLE FROM THEPUMP HOUSE
CONCRETE STORAGE RESERVOIR-DIMENSIONS SHOWH ARE INTERIOR.
VARIATIONS MAINTAINING OEPTHANO VOLUME MAY BE APPROViiD
BY THE PROJECT ENGINEER
INSECT 8CREEN-
h-51
_mGHLEVELAURMEt.s286.25_ _ 1.0B'—OVERFLoWTl- SSSS —' ^ —
ALTITUDE VALVE CLOSE EL 285.6 I'6'1'
_ALTmJ.DE_VAl.VEOPENEL2M<_ _ _UM>
LOW LEVEL ALARM EL ° 274.0
REMOVABLE SILTSTOP
TOP DEAD STORA6EELS207.5
BOTTOM TANK EL » 267.0
INSIDE DIAMETER
- GALV. STEEL ACCESS LADCER
•V PVCC900FILLRISER
-TERMINATE LADDERB'ABOVE FINISH GRACE
TOP COVERme" PLATE
24ME8HAHDWS.S.SCREEN prop OF RISERTO BorroM OF COVER
AROUND 1/4" VERTICALS)
1M" FIAT VERTICALS
2"(TYP)tj_XE
CIV DIAMETER -^\
0 1^ 0
'"I
AIR VENT DETAIL
-1H" fU«VERTICALS (8)
HOT TO SCALE
4'-2" HATCH FRAME-W X 3M" RUBBER WEATHERSTRIPPING BETWEEN LID ANDFRAME-HATCH COVER, 14 GA GALV STEEL
HANHOLE CONNeCTEBTOCONCRETS CURB WITHKWIK BOLTS AND SEALEDWITH A GASKBTANBCAUtKMO
CONCRETE ROOF
ACCESS HATCH DETAILNOT TO SCAIE
-PIPE SUPPORT frfp)
-DI/PVCAOAPTSR
•RESERVOKFOUHDATONDESIGNED BY OTHERS
^1—^BlraeiSi@^i®@i@i@7" t-111-11 tdlfclUsUJ=UtdU=<""F31E;ME;TOl^,UgUf3"
•4" GATE VALVE
•a"SATBVALVE-4"PVO FILL LINE FROMPINEDROP RESERVOIR («2)
-5 /- B" PVC TO BOOSTERSTATION («)
-^E?®|n®i|STORAGE RESERVOIR
4" GATE VALVE
MOTTO SCALE
PROVIDE 24" EXCESSLOOP OH AIL FLOAT
CORDS
D>'FLOAT CONTROL
E5CTENSION DETAILNOTTO SCALE
RESERVOIR SPECIFICATIONS!
1. STRUCTURALDESIGNOFTHERE5ERVOIRAHD FOUNDATION SHALLBETHE RESPONSIBILITY OF THHTANKSUPPUERANDSHAU. CONFORMTO ALL APPLICABLE CODES AND REGDtATIONS.AU. REaUIREDDESIGN INFORMATION SHALL BE SUBMITTED BY THE CONTRACTORTO THETHURSTOHCOUNTy BUILDING DEPARTMENT FORAPPROVAI. OFA BUILOING PERMIT.
2. DBSION LIVE LOADS SHAU. CONFORM WITH THE IOTERHATIONAL eUILDIHGCODE, AWWA D10B, LATEST EDITION mERBOPANO SHALLHEBTWE Foaowms
ROOF 35PSFSTORED UQUID 6M PSFWIND "BXPOSUREC80MPHEARTHQUAKE ZONE 3
3. I.EAKAGETE5TING SHALL BBCONDUOTEDBYTHEREGERVOIRINSTALLER PRIOR TO ACCEPTANCE OFTHE PROJECT, THE RESERVOIRSHAU. BE FILLED WTH WATER TO WITHIN 12" OF THE TOP 24-HOURSPRIOR TO THE START OF THE TEST, THE RESERVOIRSHAU. HOT HAVELOST MORE THAN Wa Op 1% Op THE TOTAI-STORAGE VOLUME IN A GIVENZ4-HOUR PERIOD.
f. THE ACCESS HATCH SHALL INCLUBE PROVISIONS FOR AN OWNERSUPPLIED PADLQCK. THE HATCH SHALLBEWEATHERPROOF ANDINSECT PROOF AND SHALL CONFORM WITH NFPA-22 SECTION 3-7
6. AN EXTERIORWATER LEVBL INOICATOR BOARD SHAIL BESUPPUED FORTHE RESERVOIR. THE INDICATOR SHALLBE CONSTRUCTED OPSOUDWOODOR STEEL, PAINTED WHITE WITH BtACK HUMERALS ADD GRADUATIONS. THENUMERA1.5 SHALL BE LAROE ENOUGH TO BE EASILYKEAD FROM GROUNDLEVEL. PROVIOB ALL NECESSARY FLOATS CABLES, PUULIES ETC.
5. THE RESERVOIRAND PIPING SHALL BE DISINFECTED (. FI.USHED PERAWWA STANDARDS C662.02. A COPY OF A SATISFACTORYBAOTERlOt-OGlCAL TEST SHALL BE DEUVEHEO TO THE PROJECT lcNGIHEeflPRIOR TO PUTTING THE FACILITIES IN SERVICE. THE PROJECT ENGINEERW1U. NOTIFTTHE CONTRACTOR AND OWNER WHEN THE FACIUHES CAN BEPLACED INTO SERVICE.
7, FLOAT SWITCHES SHALL BE ROU.INO BALL T?E S.J. ELECTRO SYaTEHS ORAPPROVED EQUAL. CONTRACTOR SHALL VERIFY CORD LENGTH REQUIRED.
8, ALL TANK DRAIN LINES AND OVBRFLOWS SHALL BE FITTED WITH INSECT SCREENSTO PREVENT INTRUSION INTO THERESERVOIR.
REPLACE BUSTING STA-RITEJMF3,1.IB HPBOOSTER PUMP WITH NEWFRAHKUN,
10HP, 3PH, •ICTV. BOOSTERPUMP, OH SUCTIOHENO.BOREAHDTAP EXISHNG 8" FLKHSE CAP
FOR 4" NPT. INSTALL NEW 4" GATE VALVEANO NIPPLES, LENGTH AS REOUIRED.
OMDISCHAROEENMHSTALLNEWCHECKVALVBI.NIPPLe,LENGTH AS REQUIRED.
FROM RESERVOIR
HEW.UGAI.'IBERQLASS PRESSURETANK
BOOSTER PUMP-"DRY PIPE" PROTECTION
TRANSDUCER"ALL. PUMPS OFF'IP
HO WATER IN PIPE
^il^Ki)HH®H4
TAPANDINSTAU.2.1N-PRESSURE GAGE, WO PSI
SAMPLE TAP tAIR PRESSURE IRELIEF VALVE |
(HP 3)
THIS ORAWING GOES NOTREPRESEm'ARECORDDOCUMENT, UNLESS CERTIFIED BY HATTON GODATPANTIER.
ANY ALTERATIONS TO WE DESIGN SHOWN HEREONMUST BE REVIEWED AMD APPROVED BY HATTONGODATPANTIER.
NEW GENERATOR CONTROL JPANEL !• TRANSFER SWITCH
PUMP CONTROL PANELWITH VFD DRIVES,
PLC t. HOA SWITCHES
SITE SECURITY UGHTINS(nPICALZ)
•/"1' a'PVC .TO THE RIDGE
'PRESSUREZOH6
BACKUP SOPPLYTOTHE MBADOWS DISTRIBUTION,
HORMAU.Y CLOSED
REPLACB (2) EXISTINS BERKELEY B3ZPM, 5HP BOOSTERPUMPS WITH (2) NEW FRANKLIN, 10 HP.3PH, .160VBOOSTER PUMPS, ON SUCTION END, INSTALL NEW fHIPPLE, LENGTH AS REqUIReD. ON BISCHAROE ENB,INSTALL NEW 4" CHECK VALVE 8, NIPPLB, LENGTH AS REQUIRED.
\HWE: THE CONTRACTOR SHALL BE FUU.Y RESPONSIBLE FORTHE LOCATION ANO PROTECTION OF All BUSTING UmiTIES.THE CONTRACTOR SHAIL VERIFY ALL UTILITY LOCATIONS PRIORITO CONSTRUCTION BY CAIUNSTHEUNDERGROUNDLOCATC.LINE AT 1-800^24.6556 A MINIMUM OF •18 HOURS PRIOR TO ANYEXCAVATION.
• NEW 200 AMP EtEOTRIALSERVICE,/^
:WErERAHD SAFETTSWITCHA
BOOSTER_STATION IMPROVEMENTSNOTTO SCALE
pCP "EXISTING PUMP CONTROL PANEL./-^
ASfiUILTOOCUMEKT:TttS SVSreM MSTM.IED FftOyCES WE OP£MTW(UtGVA3I.ITE5 AS DE&Gt^)ByHOTOM GOOAT WH\W AKoAFPfiOVED l=0ft C<KtSTOUOTWt SY'neteVEWtiaAUTtWnY. PORTtOtfSOfneCCXtSTpyCTEOPftOJECTttAVHEEEHO&SEftVEOBIfUE OR »fl'STAFF WOEnWSW'EftVKlOfiAtoADOfTOHM-
IfnCVBEO&yOTtcnS. tlASEOUPOtiWATKFOWWCX)i0tl> TO T)E f EST OF MYWWdEDO^THE PFtO.JECTV/AS
LtY Ut AccopaWcei^riH THESE tn^miQS.
0
N
Bi.
SHEET. _3_OF-' E(4r>0/<OWM»tOC[>iter1
INDEX: OHUBAniyiSdAig |
230.00
in
.RESTORE ASPHALT PATH-'. . .."..• . TO ORIGINl»l-V'^'' I
. •. 'f • cwrnAoion TO PRESERVE-AND PROTECT EXISTING
UGHTPOLE
H«58.01~^INSTALL
',.'._'.M5'BEMD(M.I)Bl.OCKINS
VERTICAL DATUMNGVD ^9
THURSTON COUNTT CONTROL POINT NO. 7738(cir/ OF lAcey CONTROL poim- NO.I 17, B.M. NO. las)
4-X4- CONCRETE MONUMENTW/PLUB & PUNCH
^>;liF+rtAtERI' •'.'* ^ .EASEMEHT^
" -\.,
^C'^v'^^\'\:'\\.'
<K<^<V<^y^.A,.,
EXISTING 8"-WATER MAIM
•\ ^ffl+00.00:ISTWG
Xs" WATER MAIN'IHSTAU.f-B" TAPPING TEB(FL)1.8" GATE VAI.VEfFl.XM.)>BLOCKIHB
10*00100COHKEOTTOEX13TIHGa'WWEKMAIMIHST/iLl.
FAPPING TEE
NEW
t3ATEVAL.VE(lKINGi"PVCC8B»W;
—^
F4'1-XHJj
BXISTIMS GROUNDOVERQENTERUNEOt
'TOtCTTINSTALL1.45'BEND(MJ)BLliCKING
HMUOI.N?TALL.1 -!45' BEND (MJ;BLOCKING
^
WtW.UINSTAULI'M'SEND HWBLOCKIKG
2W.W
HtOO
WATER MAIN PROFILE
THIS DRAWING DOES NOT REPRESENT A RECORDDOCUMENT. UNLESS CERTIFIED BY HATTON GODATPANTIER.
ANYALTERATIONSTOTHB DESIGN SHOWN HEREONMUST BE REVIEWED AND APPROVED BY HATTONGOOATPANHER.
'NOTE: THE CONTRACTOR SHALLBEFUaYRESPONSIBLE FORTHE LOCATION AND PROTECTION OFAU.BOSTINGUn.mBS.THE CONTRACTOR SHALL VERIFY ALL UTIUTY LOCAHONS PRIORTO CONSTRUCTION BY GAIUNSTHE UNDERGROUND LOCATEUNEAT1-80(M24.65S5AMINIMUMOF48HOURSPR1QRTOANYEXCAVATION.
AS BU!l.TDOCU?i(EKT:Tt)ESVSTEMK^ftJt£OmOV»^neopEnA7}Of^C?ABlfrE3ASt3£S!aWEOBV tlATTOM GOOAT PWfTER AM) APPROVED FOR OOKSIBUOWtt SYTHSREVEViWOAUTHORnY. POfmOtlSOFnKCOJiSTPUOTEOPftIUeCTtUVEBEEHp6SEfiV£tl By ? Oft MY STAFF WOER MV SUPEnViyOHAW/fiOfflOtVJltWWAVkTKiHKUBEEMPnOVWOBYOtWftS. GASEDUpOHWATEWWMWOH
{ /UiC0^3KATi09fTOTWGESTpf:MytWCttt£DG^,TFEPROJEOT\liMLY»fl ACCOW/BEWnH THESE WAWWS.
^T-^-^-~?^./ ///?-\^»SSsy ^y i,
1'7-fl,KeyT
0^ups
pu ?
< ^£lli
^ 8b^2§llsl
Q0
;?!»2?°i a:£,°! ?
Ill 0)Z 0"I1
§1Sf
1UJ? s0 s.2 5"a.
z I
1HEET: 4 OF 8iKKrans]
INDEX: OK
,K<?l?ifsHgD'$bRTAC»iCi.•.f..'.;fd.?wms6;-..'.r..
COMPACTED SUBGRABE-
GRAVEL ACCESS ROAD SECTION
-FILTER FABRIC MATERIAL 60-WIDEROU.S USE STAPLES ORW1RE RING TOATTACH FABRIOTOWIRE
Z'XZ-XMQA.WIRE3ABR[COREQU[V
STCEL FENCE POSTS
Z'XZ'XMGAVWRE-FABRIC OR EQUIV
PROVIDE 3H--Ha' WASHED-GRAVEL BACKFIU. IN TRENCHAND ON BOTH SIDES OF FILTERFENCE FAB RIO ON THESURFACE
STEELFENCE-POSTS
///^
•u>\5
s'10<|
\1
•MV'\J
\
\
s
IS
•AS REQUIRED (100'MIN.)MAY BE REDUCEO TO (20' MIN.)FOR SITES WITH IESS THAN1 ACRE OF EXPOSED SOIL
16'MIN.PROVIOE FULL WIDTHOF INQRESSf EORESS AREA
FILTER FABRIC FENCE DETAILN.T.S.
12- MIN, BEPTM(6- MIN. FOR RESIDEI
SINGLE FAMILYLOTS)
4- TO B- QUARRY SPAU.S(4-Toe-FORRESIDEt
SMGIE FAMILY LOTS)
STABILIZED CONSTRUCTION ENTRANCE;H.T.S.
ANCHOR POSTS SHOUID-BE MINIMUM 6'TAU-
T BAR FENCE POSTS
111
i
n
STABILIZED CONSTRUCTION ENTRANCE NOTES;1. MATERIAL SHAIL BE 4 INCH TO 8 INCH QUARRY SPAUS AND MAY BETOP-DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARDSPECIFICATIONS,)
2. THE ROCK PAD SHAILBE AT LEAST 12 INCHES TtilCKAND 100 FEET LONS.WIDTH SHALL BE THE FULL WIDTH OF THEVBflClfi INGRESS /WD EGRESSAREA. 5MALLERPADS MAYBEAPPROVED FORSINGLE-FAMILYRESIDENnM.AND SMALL COMMERGIAl SITES.
3, ADDITIONAL ROCK SHALL BE ADDED PERIODICALLYTO MAINTAIN PROPERFUNCTION OF THE PAD.
4. IFTHE PAO DOES NOT ADEQUATELY REMOVE THE MUD FROM THEVEHICLE WHEELS, TOE WHEELS SHAU. OE HOSED OFF BEFORE THEVEHICLE ENTERS A PAVED STREET. THEWASHING SHALL BE DONE ONAN AREA COVERED WTTH CRUSHED ROCK AND WASH WATCRSHAU.DRAINTO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE.
ANCHOR POSTS MUSTBE INSTAU.EOTOA DEPTH OF NO LESS THAN W OFTHE TOTAI. HEISHT OF POST
USE B-WIRE•U'TO SECURE
FENCE BOTTOM](n)lOKWPROPANEGENSETCUMHIHS -,
MODEL C40 N6 ORAPPROVED EQUIVALENT,INCLUDE WEATHER PROTECTIVE ENCLOSURE
OH COHCRETESLAB PER MANUFACTURER'SRECOMMENDATIONS
THIS DRAWING DOES NOTREPRESEm-ARECORDDOCUMENT, UNLESS CERTIFIED BY HAHONGODATPANT1ER.
ANY AI.TERAT10NS TO THE DESIGN SHOWN HEREONMliSTBE REVIEWED AMD APPROVED BY HATTONGODATPAN71ER.
ORANGB MESH PLASTICTHE TREE PROTECTION FENCE SHOULD BE MAlmWNEO THROUGHOUTTHE CONSTRUCTION AND GRADING, AND NOT BE REMOVED UNTO.FINAL IANDSOAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENTENTER INTO THE ROOT PROTECTION ZONE (RP2). AU- BRUSH CLEANUPWITHIN WE RPZ SHOULD BE COMPLETED B^HAHDTO PREVENTDISTURBANCE OF NATIVE GROUND COVERS, NO CUTS OR FIILS, UTIUIYTRENCHINO. MODIFICATIONS TO DRAINASEOR CONCRETE RISE WATCRSHOULD IMPACT THE RPZ. NO WIRES, CABLES. OR OTHER DEVICES
IF IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT WCI PRIORTO THE OPERATIONS TO OETERMINE THE PROPER PROCEDURETO PROTCCTTHE TREE'S HEALTH.
TREE PROTECTION FENCE DIAGRAMN.T.S.
2-CHAMFER—l^hSH.^y CHAMFER
[-CRAVEL BALLAST
4" BALLAST-BENEATHSLAB, MIN
•in a 12" o.c?MAX OR _ ^-COMPACTED6x6-W5.SxW5.5 6UBGRADEWIRE MESH
SITE SURFACING STRUCTURAL DOTAILNTS
[NOTE: WE CONTRACTOR SHALL BE FULLY RESPONSIBLEFORTHE lOCATON AND PROTECTION OF ALL EXISTING UTUmES,TH6 CONTRACTOR SHALL VERIFY ALLUHUTY LOCATIONS PRIORTO CONSTRUCTION BY OAU-INGTHE UNDER<3RODND LOCATEUNEAT8HAMINIMUMOF.18HOURSPRIORTOANYEXCAVATION.
EMERGENCY GENEFWTOR SPECIFICATION:
'roparm cmcrgonc/powpr fieneratlpfl equipment desfgned wlUi capadty snd ratinfl to sarfety canyie'entire cofinectc91o3d lcTi
^^
to'I
Tha atJxHlaiy power unit shall (ncfitda, but not be Rmlted to, the folhwingi
1. Gencr^tof, control panel and drojitbreater.
2. Engine, radlator and erfiaust syslem.
3, Fuel tank (capacity for 24 hours full k>ad. plus 25%).
4. Lockinggetieratofcnctosure, keyptoAledtoosmer.
5. Aulomal!(itransfersv(1(di.
6. RatiIatoTtirotectIonwautornaSotouvere.
7. Block heafer connected to pay/ef suppty (not scrKirtitof).
8. Bstteiy sncf rack.
9, Battety charger connected lo.powersuppfy (not geoefstor).
10. ccndull.Ure aid piping,
11. Coolsntrecaverysys^m
7ha seneratof set and transfer switch shall be CummIns/Onar}. Katotite or appm'Rd equa! comply&ig wHh the (atesledEtton of Onan coipQfaUon standard ^edficstkms.
Tho generator set ehall [wjuda Iha rdiwtog: Engtoa:
SErigIs phase, 1500 watlcooIanlhealerTnanufactuned by KIM hot shot 115 voitorZ^O vdtsbed aawSnglyfor tha englno end dlmale condittoftg.
Maidlina circuit bfMterWealher-prolectttfe/soufKt dampening encf&sure ^ii mourted stteooef(maximum nolsa lavef of 64 dBA Bt23 feet).5-year bas)o power wanranty.
Awessoiies:
BsttcrfesBalteiy Chaiger, 2 AMP, 12 VOC, 120 VAC InpUL Shall mahtaki a Boat ctarge.
Contro] Pane):
Annuncfaloc relays (12)Runrela/tiactegaiLowcoolantleveiAnll-condsnsalion space heatsf, -120 VAC
on lempfiraturagaugaEnwgency stop switch
Fue) Syslw;
PfOpans
AllMnald:
Run-stop-femota QhWiRemote startJng, IZ-wfl, 2-vAaCoolsnl temperahffs gat'^geFrMdrndl bnakerDCVoitmetet .Running tttw mslerLamp test switdtOil pressure gaugeFad] nailsiUdiCl12-llght ongtno monitor with IndMduat -1/2; amp relay signals and a oofnmon alanrtconlad for each orihe firilcwirtg (cncffloos:RuntGreailPra-Wamtog for low oil pnusura (•Cdlow IF're-WomEog for high coolant temp (yeitow Ught)Low oil pressure shutdcttn (Red Uoht)High coolarat (empefaturo shutdowh iOver crank >huUowi(R8d IOver speed shutdown (Red 1Switch off tFlashIfig Red Ught - Indicates generator set not h automatestart mode)low cex^arit (omperatuta {Ydlcw Ught)/lHBsMlthdlbeLB.D.
AC M»ier Package:
Order with NPPA 1")0 monttor to meet code tsqulrefnents,AO voftmeter (dual range) AC BflmieterfAJd tango)yoftmeter/ammslor phasa selecloT swftch rilh on offpoeSonDual scalo ffequoncy meierAachometer '
The trensfer snKdi shall induite tha foRo'Atng;Sized for fu!! slallon and auxJE!ary equEpment kwd, ptua 25%
Polo Conflguraticxi:Po»B3 - 3 (SoM Nctitral]
Frequency;60HeBzAptta8on:ApfilMtoii; UBity lo Genstl
System Operatfon:Ttv&e-phase, S-whi or4-vAo
Enclosure;B002Typo 3R; Intended rofouWoor usa <dust proorandrabprooq ShaSI haveradlatoc grill pfolecllon orautomaBo lotn-er eystem.
Usllng-ULIooa
Program Transition -1-60 sec,ExofdsarClocft. 7 day solfd-slalg etefctserctock
Application Modules- Monitor - Phase Scquenoe/Batanca
Genemtw shall bo broken-!n sufffcionyy to pemilt appllcgtfon of Mi foad immedbletyupon frislaSatkxi.
Generatof supplfer sha!l piovtds sti tools For tha generator set as rocommBfKle^ &wt required by ths manufactyrer.
GansratorlnsNlaiton shall bs. chected by lh& suppilBfBner InstaSatton todelennlne Ihal tha InstaHatfonis correct. Written confinnatlod ehsll ba prowisti to Ihg ownsr,
Ggnarator euppger shaD porfomi a fuH ioad test for hw (2) hours aRer InstaBaBoR la ooroptete.
Generator suppilershall provida a mln^num of two (2) hours oFtfatning al UK> stalion sfis during start-up.
Gsrneraloc many Facturer sbatl provide two (2) copies onha malntenstico Bnil opersUon manual. Thsss (nanuaisshall ba compiale and shajl inclydfi Bit information necessaiy to tnahtaSn Uw geherator,
AS BUILT&OCU[mn3AJEDpRowE3THeopERAWittALc?ASLrre$M?siG?n
BY WHW GOOAT PAffnBt JWDAPPfbOVEO FOR OOttSTRUGTKKI &YTOEtlEVE^VKOAUTHOWn'. PCOTOttSOFTOECWSTFDCTHlF-ROjecrK^VEeeEHDOS BIVED 6Y ys Oft MY STAFF WOER tff StJPERWtOtl ATOAJDOmWiL(M'OftMAT?MHh3S££H?OTO£OBYOnERS. BASED UpOHTftWiKFORJtMlOti/? OEtSjEttyATON. TO Tffi BESTOFW KKOiMfbO^, n^PROJROT WAS
iwswnWf WAWOWWC£\
^LU
?j!Jt"li
0
II
I
WlWMUMO.SyUASS'B*A.CJ3. (COWAGTED OEFTM)OREMffTEHGM.USO.11,WHICHEVER IS GIuyffERAPFUED 1M htWMUM 0^5' tJFTEi
rEMULSfFIEDASPHU.TOMDECSS-1 TACKSHAU. BEAPPUEOTO EDGES OF EXISTING PAVEMEffT,ALL JOINTS SHAULBgseAl.EDUS!HO PAVIHQ ASPHAJLTWWOQV/,
QX OF TOPSOtt Oil CSTGASNOTEDOHPtAH
rtDTHaiwiLBa'\S PLUS 1-i/Z
TIMES omsioetllAMEiEROFPfPE
OR&6',V/HtCHEVEfUS
GREATER (TYPtC/UL)
NOTES;ALL WfBWJS EXCEPTAO.P. ANDBEOOiNOh'ATEfUAl.SHAU.BECOMPACTEOB( MNClt tM»(.tUM UFTS TO 35%DEHSfTf.
BEDDiNQ SHULCOWOPW -TO SEOTOHM3.16 OF STANDARD SPECtFiCATIONS.
COMPACnoM: BEDOiHG SHALL BgCOMPACTED TO &5K f.WG AS DETEWA1NEUBYASTMOISSlf. BACKFfU.5HAU.BECOMPACTED TO $5% IN WPMSO AREA.(MfO 85% IN PAVEO CR SHOULDER AREASAS OETERMtHED BY/^TU D1657.
BANK RUM GRAVELFOR TRENCH BACKFjU.
BEDD!«<S MATERIAL
FOUNDATIOKTWCALPEQUiRED ONLY V/HEM UNSUfTABtJS
(MATERIALS ARE EHCOUKTEREOWO ASTHB EtiQINEER DEREcrS
MW.TO6HCH\STOTliSltAi.UOE-
•\S PLUS 1-1/2TIMES OUTSiOE
DiAWCTEROFpjpEOR 2.5',
WWHEVERISGREATER (HFiCAL)
4. ALLMATCRtALS,WOiWAWS?P,AHD1HSTAUA7UW SHALL BE W CWfCWWlCe.WfTH TO6STAHOARO 5PEC!F)CA710NSFOR ROAO. 6R100E WD MUH1C!P^coKsrmucnort.
5. KEEP TREMCH BOTTOM COUPAOTED VfiMUHIFOFV4 ORAD& A BEU.^OUrT SHALL BSREQU1REO AT EACH JOiKT FW PRWERsuppORr.NO-rcypORAHysUFpofirs.LE.BLOCKS, v/iu. PE /yj.owEDTo supponrPfPE.WEHCHBOnWlSHAU.8ETOGRADepHiORTOPiPEINSTALLWOH.
6. A TRACER V/IR^ SHAIL BE WsTfUSD VATHTHE WATER UHe.
TRENCH RESTORATION DETAIL,
4'
4" BLUE CARSONITE CWV-HlBARKER POST STAMPED WMCAUTION WATER VALVE
4' DIAMETER SCHEDULE-20 STEEL POST FIU.EDMm WHCRETEfIEU) PAINT POSTPARKS PMHT f.lARAWONENAMEL -SAFEFf W-LOW
CEMENT CONCRETE-CMSS "8'
FRONT
VALVE MARKER POST
4" CM. C6" DM. FOR HWRMI^ LOCATED INCOMMBrtfAt LOAOINO ZONES)
NOTEt. LOCATE POSTS 3' FROM HWRAHT
00 Nor BLOCK HWRAHT PORTS2. PIPE W RECEIVE ONE PRIME COAT
AHD WO. COATS OUTDOOR OIL BASEENMEL (SAUE COLOR AS HWRAHT-SEE DETAIL 6-S)
FOR REMOTE LOCATIONS
k f
HYDRANT BOLLARD
.DOUBLE STRAP 5AODLEWf2" TAP 8 3" LONGBRASS NIPPLB TO VALVE
GOHC. THRUST BLOCK IWAHJSTUHDISIURBED EARTH
1ST BLOCKAS REQUIREDBY ENOINEER) PLAN
PLACE 2-16xBx<SOUOCONC. BLOCKS Ul
ira!i'Broi;oNE'iSiDE"'"""'
FER BOX-10 FOG TITE,
WK COATEOJMJNWM'ClaT
VALVE EXTENSION PIECE SHALL JBE USED AS REQUIRED,
SEENOTK
DOUBLE STRAP SADDLE,FORDF2020R.
APPROVED EQUAL
WJ
.2.1B"(NST1BRASSN02ZLECAP.Z.f/Z'WST) Z'ILP)BRASS MALE NIPPLEW GALV. COUPUNG
-VALVE BOX TOPTOP SECTION, SEENOTE 3
-2" GATE VALVE WffH<Q NUT
IHSULATESOXTO PREVEilT FREEZING
liDROC2"GA1.V. STEEL ELBOW
2" POLYPIPE ZOO PSI MIN. IRON PIPESIZE
.FORD PACKJOINTCOUPUNGIIEWlOKWPROWa EQUAL
ELEVATION1. THE OUTLET SHALI. BE BRONZeANDBEZ-WHST.
2. WATER MAINS SHALL HAVE A MINIMUM COVER OF42".
3. VALVE BOXSHAU. BE TWO.PIECB, AOJUSTABtE, CAST.IRON WITH EXTENSION PIECEm"8HAU.BE'CASTINREUEiilNTHETOP,
4. SPECIFY OVERALL LENGTH 6" SHORTER THAN NORMAI. DEPTH Op BURY," MUiiMUM bPENIiiOIN'MEtERBOXSHOULD'BEU"
TEMPORARY BLOWOFF ASSEMBLYNO SCALE
THIS DfWMHB DOES NOT REPRESENI-ARECORDBOCUMENT, UNLESS CERTIFIED BY HATTON GOOATPANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREONMUSTBE REVIEWED AND APPROVED BY HATTONOODATPANT1ER.
RICH 8940 VALVEBOX WITH-WATER-CAST IN UD
SECTION /
7 FINISHED GRADE
6-CASTIROHmSERPIPE TO BE PLUMB ANDCENTERED OVER VALVE STEM.
INSIDE PAVED ROADWAY
NOTE;ALL VALVES MUST HAVE UGAUOE COATEDCOPPERTRACERVflRETlEOOfFATVALVEBODY, EXTEHDED OUTSIDB Cl RISES PIPETHENBXTENOED ONE FOOT TOP OPVA1.VE BOX.
VALVE STEM EXTENSION LEGENDm VAl.VeoPERAT[HGNUTOR17ffi"
X 1 7(6" X 2° HIGH GRADESTEELWELDED TO GUIDE PLATE
(2) 3H6"THICKX5']fS"OIASTEELGUIDE PLATE WELDED TO RISERSHAFT.
Z" X2" X 3(16" SQUARE STRUCTURALSTEEL TUBING TO FIT OPERATING NUT.I.ENSTH AS REQUIRED,
•VALVE STEM RISER(LENGTH VARIES)
TRENCH BOTTOM
iATEVALVESHOWN-SIMILARINSTALLATION REQUIREO FORBDTTERFLYVALVES
NOTE;WELD AU. AROUND. ASSPECIFIEO ABOVE
STANDARD VALVBBOXNO SCALE
STANDARD.BLOCKING DETAIL THRUST LOADS
45- -90'
VERTICAL BEND
WYE
VIEW
THRUST AT FITTINGS IN POUNDSAT 200 POUNDS PER SQUARE INCH OF WATCR PRESSURE
•IPEDIAMETER
10-
12-
14"
w
SO'BENO3,600
8,000
14,300
22,300
32,000
43,600
67.000
45'BEND2.000
4/fOO
7,700
12,100
17,400
23,800
30.800
22-1/2-BEND1,000
2.300
4,000
s.zoo
8,900
12,100
15.700
11-1/4'BEND600
1,200
2,000
3,100
4,600
woo
7.800
DEAD WOOR TEE
2,800
5.700
10,100
16,81X1
22,70(1
30,800
40,300
NOTES:. BLOCKINQ SHALL BE CEMENT CONCRETE CLASS 'B' POURED IN PLACE
AGAINST UNDISTURBED EARTH. FirTING SHAU. BE ISOLATED FROM CONCRETETHRUST BIOCK WITH PLASTIC OR SIMILAR MATERIAL
. TO DETERMINETHE BEARING AREA OFTHETORUSTBLOCKIN SQUAREFEET (S.F.):
EXAMPLE; W -SO* BENO IN SAND AND GRAVEL32,000 LBS-iSOOO LB13.F.»10.7 S.F. OF AREA
i. AREAS MUST BE ADJUSTED FOR OTHER PIPE SEE, PRESSURES ANDSOILCONDmONS.
, BLOCKING SHALL BEADEQUATE TO WnMSTANDFUaTCSTFRESSUREAS WELL ASTO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDERALL CONDmONS OF SERVICE.
SAFELSOIL BEARING LOADSFOR HORIZONTAL THRUSTS WHEN WE DEPTHOF COVER OVER THE PIPE EXCEEDS 2 FEET
). CONCRETE THRUST BIOCKINQ TO BEPOURED AGAINST UNDISTURBED EWtIH.
2. PLASTIC BARRIER SHALL BE PLACED BE-TWEEN AU. TtiRUST BLOCKS & FfmNGS.
3. ANCHOR REBA8 SHALL BE*a ON 12" IIBXESSWtH'so'-
16--24- DIAMETER WITH W IMBEOMENT.4. PI-UBSTOBEMINIMUMOFB'FROM
TEE, WYE, CROSS ON VALVE.
POUNOS PERSQUARisFOOfl
SANO&SRAVELSAND & GRAVELCEMENTED WITH
HAROSHA16
NOTE: THE CONTRACTOR SHAI.L BE FULLY RESPONSIBIE FORTHE LOCATION AND PROTECTION OFAU-EXISrlNQUTILiriES.WE CONTRACTOR SHAIL VERIFY AU-tmnYLpCAnpNS PRIORITO CONSTRUOT10N BY CAIUNO W6 UNDERGROUND LOCATEUNEAT8H A MINIMUM OF •18 HOURS PRIOR TO ANYEXCAVATION.
BY K\TrottGODATPA^ERAKD APPROVED FOftOOKSTRtXSTlOftbYWetStKWm/WWWf, PORWtiSOfTOSCOtiSTfiUcmiPfWecTHAVEEEEiiO&SBWEO BY UE Oft W STWF UHOEH UY SUPERWfOM AKO AOOfnoHU.tM-CTUWWlHKASBEyitflflVDEtlBYOneiS. BAS&OWOHTTtWtKFOfyMTIOfi
;TO7?BS6TOFMyWOW£OGS,T»EPTOJECTWASfnvsan
>s
I
as
s
c
y.
s
i
s>
I
0
2
J
u«cV,
s2
>
d'•a 8
yii0^|0 S^|
^s:0i
0 nT0)Z CT *;'
t
w
Q^I
I SHEET: _S_OF^8-I EitetWaXiOMMOCOifWKCT-EW I
MEADOWS WATER SYSTEM" STORAGE RESERVOIRA PORTION OF TRACTS "A" AND "E" OF THE PLAT OF THE RIDGE AND TRACT "A" OF THE MEADOWS DIVISION THREE SUBDIVISION "D"
PREPARED FORH8R WATERWOWS, INC.
STEVE HARRINGTON8421 OLD ?W 89
TUMWATER.WASSSO)(360)357-32r?
muMWiiearon?VSSiWM.SSIUM
NQVD28-mURSTON COUNTI' CONTROL POINT NO. 7738
' COmROL POINT N0.117, B.M. NO. 185)4-X4- CONCRETE MONUMENTW/PLUO <• PUNCH
ELEV.=242.61
PARTIAL OVERALL PLAN LANDSCAPE PLANMKADOWSi fn.EiMENTARY SCHOOL
10 5 0
SCALE: 1--Id
SEE ENLARGEDLANDSCAPEPLAN
VICINITY MAP
ai i :i
' CHAIN UKKW/3-STKANDSBAPBED WE .AREA Op WSK
tTfPKM-i . •
WIDGEON COURT SB.' EX. VE6ETATIOH :
exism's FEWEAT LOT UNES,
TfFICM.
INSTALLATION SPECIFICATIONS(. ssAran- OR CTiewisE R&»VE MI. exisnxs VBSETATION FROM /m'fuwnns WAS. nfe SRWC MI. l-waecwe BEDS PRIOR w B?KFLA&&EHT.
a itoiumwasn'lwsiGHil.'eewepvtoHrM^MoRWpwn-fwm-ne wsxweMwmmTMoneows.a Ai^nAW-KATWAt/wnJWt^AnowswaK/fFRoyED.AriieRastesTcFTtetAwstf-veARaniKT.FraofiTonsr-uiAnod W.FIAHTSSKAU. ee msrovsn-r WIS!£D (MKeolAra.Y /noi FtAmins.
4. »IL MIX B»BffiPi^PAR*TItW/>?PUWIN5 aUWIU.SHAU.Be ACWSVST WBBED SOIL CONS1S71HS CCMrosrEO STd ^HWW,.ORWSWWOHWSWST. ones soil. MIX FROCVCTS wsrBewvwBJlne MftoSiWE MU.H-iesr FROR TO we.
B, BAeN-IU-WXFORAU.IREESTOBelSexlSnWSSIIErOROIt.iWoagsalt. MX FtK NOTE 4. IWCR TO PtAIB Wo PBTAIU ?S?PIHSIISTM-ATIW Oi'IVWWTBSMS.
& tTXrlUZERIWRH.LHMmSVMJ-BeAMIVlWSO-IO-S.MetVM,^;. SET r/wsrs oiraan-i' wxr ro Roor a*u..
6RAMUR EOIV^iBV faVHUZS IS ASCBTABtE IVW FRIOR WTNOWZAWNFROM we LWSOAFE ARCTireor,
1. TKB'PWfEfWMWIWaWl^eWU.RSVMSAallWmllMD&TH (t CUaW, YWDS tVK 1000 SW OP W-HW ?OIM BARK WI-CH
6. T? UVDSO/fC WHVMW. SHALL WMSS A tSaeWWiD ItWCRAKfIRRWATION srSTEH TO BiSWe FtAin- HSM.W VHTIL fVU-Y BT/et.KWD.
1. w.wsKstMi.eefWwiWEoromsAWM-rieiicFWws^^wa^TMscnci/^flMttsawis.Besuw'Wist'FWoie'nU-'TBW ITOM DATBof-AaaTAKee. Au.pBiAS-snssKAy.Bel£cU?M»B» fW WOWSK RU. YEAR FROM PA7E Op IKSTAtiATION.
BIOOECRABABtE TREE BE-PASSED ?OUHO TRUNKPASIEMFO TO SCWE
(2) i'XS'XB' WOOD TKEESTAKCS AT APPROX. 1/2TO 1/3 HSCHT OF TRifE-
PREP/WED BACKflU.
EXOAYAJE TREE PIT AT A MOT.2X ROOT BALL OIMKIERSCORE ROOTBAIL It PIT WALtNOIS
REMOVE m&tIED OR SWWEUOBURW COHPiETO.Y.
KEEP ROOTOALl MOIsr AHUPROTECTED PRIOR TO fUWTING
HOU) CROW OF R001BAI.L ATOR MST MOVE miSHED BtiADE
PLANT SCHEDULE
3' CMMEIER 2' 5/IUCER roR WATERMGPLACE y HCH/FIR UEOIUU BARK UULCH
PEEL BACK TOP )/J OF BURUWSCORE KOOTBAU-'-
.BKIVE STWES A UIH.OF f2" IHTO WmSWRBEBSOIL
(1) 21 CRAM ABRIFOml FERVUZERTABLET PER 12' OF HEIWT
ser ROOIBAU. OM UNOBIUSBFOSUBWOE
SYMBOL
m'<f.
w<s?
QH/
s
5
BOTANICAL NAME
Pseudoksuga menzlesll
Caloc.edrus desvrrens
COMMON NAME
Pouglas Fir
fncense Cedw
SIZE
B'-e>' HT.
B'-e>' HT,
SPACING(NOTES)
to' o.&(BtB)
10' O.C(BtB)
EVERGREEN TREE PLANTINGHOT TO SCALE
ijS MSLt DoaiMEW:meSVSTEU BjST/U£D plipRO'/BEsmeopEMWxiAi.civ/aitrESAgDesxstiEDBYtWTOtt GOOATPWlSlATO AfPROVEO FOR OOttSTRUOTIOH BrmenevEVWOAtnWRmC. POFlTKlttSOpn^COflSTRUCTEOpKUecrmkVEBEEtlOSSEWEU BrW£ Oft MT STAFF UftDERJltT SlPERViStOtl A? AOOmoWJL
tKASBEEtipROTOEOiiYCTTHERS. &ASEtlUpOHWWt?OnJAWO{tLTm BEST OF W WWUEWe. T? PRCUTOTWAS
iViTTH'
tc
^gII
c
£
Ia
i
gu
'*'
s>
I3
11
I>
ViWUWWUwwaa*
iWWTCCT
^uFj
p
'̂"PlUSSy
liBiUS e00 Hi!
?lf§op !^'1<
0
^ 5a.
IUIwQ
3
SHEET: J'—OF-AErflandacapa;07.I)OOA17-010
MEADOWS WATER SYSTEMPUMP HOUSE ADDITION BOOSTER STATION #3
BXISTING ACCESS
COMPOSITION ROOFIHO(MATCH EXISTING)
19)32" APARATEDSHEATHINa
NAILW/«d@6"OCEDGE),12"OCHEU)
BLOCKANO VENTAS REQUIRED.
STANDARD RAFTER FRAMM8PER U80
n-n SIBIHG-NAILAS REOUIRED
AIR INFII.TRATIOH BARRIER •
f< BAR COHT,
1.1(2" CURB OVERLM1
FINISH GRADEMAINTAIN 6" MM. FROM •
FINISH GRABE TO SHEETING,
R.11 FOILFACED BArTINSUUlTIOHW; VAPOR BARRIER
1" PUWOOB SHEETING(HOOSB)
•HEW3'x4'GONl-~~tv--i4^_ _ . • ' ,':
SECURITT FENCE
•EXISTINS lOW BOOS'[ERSTATION(»)TO BB IMPROVED(SEE DETAILS THIS SHEET)
•EXISTING VALVES
• EXISTING WATER MAIN TORIOQEPRESSURBZONB
sn-E SEcuRirv UGHTINGA(TYPICAL 2)
REMOVE EXIST. SLAB
INCRGTEAPROH
BS
THURSTON COUNn
VERTICAL DATUMNGVD29
THURSTON CbUNTr CONTROL POINT NO. 7738(cirr OF LACEY CONTROI POINT N0.117, B.M. NO. 185)
4'X4- CONCRETE MONUMEWWlPLUG & PUNCH
EIEV.-Z42.61
•HEW 6'xlZ' PUMP HOUSE ADDITION
.^ HEW ZOO AMP ELBCTRICAI. SERVICE A
'\
. 2x4 WO STUDS@16"O.C.
•R.11 FOIL FACED BATT INSULATIONwf VAPOR BARRIER
•2x4 WO TREATED PLATEwf STO 2x4 OH TOP Op SILL PLATB
.6"COIIC.SUB
vrf6x8W1.<xW1.4WWFaCEHTEROPSLAB
NEW 6'xli- PUMP HOUSEADDmOH •
COMPOSmOH ROOFING(MATCH EXtSTWS)
VEHT AS REQUIRED
PROFANE TANK
PARTIAL SITE PLANSCAIE1'»10'
EXlsnHG101xiy pUMp HOUSE
i'FACIA-(MATCH EXISTING)
5W PRE-HUHQSTEEL DOOR
WHARDWARBANDIOCK
HEW 3'X4* CON CflETE APRON
z^,-
•VAPOR BARRIER
WALL SECTION A-A'N.T.S.
HEW 6W2' PUUr HOUSEAODmoll
SSBiSISHDRILL AND EPOXYM OOWELIS-
eia-O.C.ATEXBHNOSrEMWAIL Af(0 M&W SLAH N.T.S.
SOUTH ELEVATION »-Hen su'CONCRETE APRONN.T.S.
j-jlB" ANCHOR EOI.T•Ml NUT & WA6HERAT 48- MAX. 0.0,&6"FROMPtATEENBS
mj-!-1' BARCONTMUOUS
(2) JM BAR CONTINUOUS
TYPICAL FOOTING DETAIL
THIS BRAWlHa DOES NOT REPRESENTA RECORD.DOCUMENT, UNIESS CERTIFIED BYHATTON GODATpwnen.
ANYAUERATIONSTOWE DESIGN SHOW) HEREONMUST BE REVIEWED AND APPROVED BYHATTONGODATPANT1ER.
-FRAMEOVEHy'KS"^'T~"
NOTE; THE CONTRACTOR SHALL BE FUU.Y RESPONSIBLE FORISTING UTILITIES,
WE CONTFUOTOR SHALL VERIFY ALL UTILrrriOCATONSP^TO CONS1RUOTION BY CALIING THE UNDERGRqUND LOCATEUNEATBHAMINIMUMOF.IB HOURS PRIORTOANYEXCAVATION.
A SITE sEcuBirruoKnno •(nrplcAi.2)
'n.Fp.nh—Tr-Af—i;'.,. .•
~^^HEW ZOO AMP ELECTR1AL SERVICE
MATCH eXlsriHQRlOGE
RAFTERS Z°xB-@ 1&- 0,0,
METER AND SAt:EnfSV/n'CH
VICINITY MAP
PREPARED FORHtRWATERWORKS, INC.
STEVE HARRINGTONB4210LDHWYS9
TUMWATER,WA98501(380)357-3277
LEGEND
-^p
°PR
—01) —
—DC—
J3_
°?.
w—w——EP——100——103—
M
EX. GUY WIRE
EX. POWER FOIEEX. PVC RISER
ex. OVERHEAD UTILITIES
EX. UNDER GROUND COMMUNICATIONS
EX. GAS LINE
EX. SIGNS
EX. WELL
EX. FENCE
PROPOSED FENCE
EX.VALVE
EX. WATER LINECONCRETE OR GRAVEL SURFACE
EX. EDGE OF PAVEMENTEX. MAJOR CONTOUR
PROPOSED CONTOURNEW VALVE
NEW RESERVOIR DRAIN LINE
FLOOR PLANN.T.S.
ROOF PLANN.T.8. ^
ffi iUtLTDOCUMEtfR: SVSTEJ4tiSTALLEDPROVBESTIEOPEflATtOttU.CAPASirTESASDeSXy.EO
BY tWHW aOOATWHTlEft AfiDAPPdOYED fOROOftSTnUffnOtt OYWEREV1EIWOAUIHCWTY. FOftTOitSOFTHECOMSTRUCTHlpROJECTH^VEBEfiHcBSHiVED&yMeofti.tysr/y:FUtiKfi)ffsup£nvtsw(A?/uiomofyjLf;rOftUAI10HtUSBEEHPR(r/D£OOyon£fl3.BASEOWO^WItTIKFO(yA\nWAKDOSSESyATlOH.-TOnEBESTOFMYWffAlEDq^nEpna.eCTV/Aa
isv&STwmy-LYiHAccoRQWc^wmnEsewA^Wisi
^yW'QiZ
~Trasn^
^UJF
p̂(0
<li"°:ltjii
>:iQ'^:y iii i
9 1^1F^Si
•Oi° 0
u§111^n<
h
«
z0
aQ<uw30r
3CL
SHEET; 8 OF_a-[ B^rt07<aWO)OCD3?vKW2Dl5i
INDEX: 07*010A-pha.rfftp