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GENERAL NOTES:
1. colvrROCroR SHAL_ FuewsnllsN owsTAU Au MATERULS ANO EouIPMEnr
2 .PINTA 4 ' nuN covER GvER vuTER MAN FR_M FNSn cRAOE
.PINTA G IN HORIZONTAL ANO 15 MN VEPT CAL SEPAR,~TION FROM PROPOSED LEGEND:
cuRB ANO cuTTER
Lo iNE
PROPERY LINE
EWER
4. PIPE M4TERI4L S'ELIFIEO I DEPENDENT ON AUAIURILItt PND COST AT
TIME OF OONSTROOTION. CO TRAOTOR MAY PROPOSE AMATERIAL
SOBSTT TO TO RE APPROEC 3" ENGINEER, AND CITY CF YELM_ RGi -CF-WAY INE
-~ GSEG OONTGUR
_~ PkOPOSEC 5 CJNTOUR
C i. BAS N ttPE 1
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KEYMAP =CPC UU PoRr
r-aca pJ ~LOw Po NT cRAN
sewER EERmcE
SURVEY INFORMATION:
BASIS OF HOR ZONTAL DATOM- E D i P T N G- NTY BEAR G BET EE ~'^ 8 ND {/8 9
-F/F Y F D- C BD E R D 00 85 FRJ E1M/4 FER F T OF FR 3 E PEEKCTION
OCATE] AT f
ZELBRASS AT ECENTER SECTION ~ R.EfT 01. MOOLE R AND RA LW AV RO AND
VERTICAL onrum Ncvoze
e4sls of veRncAL onruM, HELD muesroN counn~ ~casz
sE sE^r_ coR
THUFSTON COATI .~,P52 (33E.2Gi'~ TO FEMA REFERENCE NARK 3 (3383E')
Aoc TIONAE REMARUS na nrr F: Er Tc MA REEFRENrF M PR , (.,;221'1,
cne..g-w erereoR~+G.PSX HIGHeR (NO AodusrMENT nude)
rws DRAWING ~ oN THE cROUrvo
COMBINED SCALE FACTOF - 0.99991]69
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INFORIM IJIJ OH-AWED FROA{ THE FIELD AkG FF II kE:;OR~S.
PRR4AI~R1' /:SSCMES NO RESPONSIBILITY =0R E aCT LOCFTION
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SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
MATCHLINE STA A17+20 _ _ _ _
SEE SHEET C 1.4.3
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GENERAL NOTES:
1. c6NTR croft _ FuRN Sn AND N~TAU A , TERULS AND EouIFMEnr
Nma LErE T s woRk
2. FANTa~ a ' n N covER cvER vuTER MAN FR_M FNSn cRADE
.PNTA c MN HOR ZC T NO 15 MN VEPT CAL SEPAR,~TION FROM PROPOSED LEGEND:
6uRB AND cuTTER
LDI iNE
PROPERY UNE
EWER Ns.
a. PIPE MATERAL reaeeD I DEPENDENT on AvAluRlutt aND cmT AT
TIME nF CONSTR_Cr ON. C9 TRACTOR FAY PRCPnSE A MATERIAL
SUBSTT TION r0 BE APPROED 3" ENGINEER, AND CITY CF YELM_ RGi CF WAY NE
-~ P.OPOCE6 CONTOUR
_~ PkOPOSEC 5 CJNT9UR
CATCH 9ASIN TYPE
2
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R qND A we M
W4TER FITTING
00 O' ~ gLpW OFF ASSEMBLY
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SURVEY INFORMATION:
BASIS OF HORIZONTAL DAiu M: HELD3iHURSTON COUNTYS BEARINGUBEIWEEV '?658 AND {/839
E1/4 TO CEN SECT_ PER THURSTOr1 COUNTY - rl ON
ANO C
OF RAILWAY ROAD TND NIDDLE ROAD 1300.85 FRJM EIO/4 FER FLAT OF FRA131E CREEK
OCATE] AT Ir.T R.ECT1011 MIDDLE R ANO RAILWAY RO ANO
2E BRASS AT ECENTER 6ECTION
VERTICAL Dnrum Ncvoze
e/sls of veRncAL DnruM, neLD muesroN counn~ ~casz
sE sE^r_ cDR
THUFSTON COATI .~,P52 (33E.29 a'~ TO FEMA REFERENCE NARK 3 (33833')
ADDTIONAL REMARUS Irr r Tc A R EERENrE M FK , (.,TZ 91},
cnE I< w ereeore~ 6.o nlenere (r1o ADdusrMeNT nude)
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w a ~ Pc R4M~RIr: k.55lMET NO RESPONSIBILITY =0R E}AfT LOCCTION
JF uTI CITIES SHCINN OR NOT 5101NN HEREON.
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o~ErT I.nME JOHN'S MEADOWS ROAD "A" ~2, of a8
PLAT WATER MAIN
PLAN AND PROFILE C 1.4.2
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GENERAL NOTES:
1_ cONTRACrOR cR EE FURNISe AND INSTALL ALL MATERIALS AND EouIPMENT
NL~LSSncr rD esMPLrrL nus waRK
2 MAINTAIN +2" MIN Cn~E3 GOER WATER (MIN FROM FINISH DRAG=.
3. MAINTAIN 1D' J N HORIEONTAL TND I ~ MIN VERTICAL SEPARATION FROM PROPOSED LEGEND:
9uRD AND auTTER
LDI INL
PROPERY LINE
sE~VER MANS
4. PIPE rNTERNL SPECIFIED IS DEPENDENT ON AVAIlA51Utt AND C05i AT
TINE OF WNSTRUCTION. CONTRACTOR MAY PROPQSE A MATERIf~
2uESnrunoN TD RE „PPRDVeD Dr ENnNEER AND att of vEUa. RIGi =CF-WAY JNE
-~ DsE9 CONTOUR
_~ PROPeGEE s c2NTOUR
C i. BAS N ttPE 1
CATCH eA5 N ttPE 2
SrORM DRAIN UME
AR TND \ LV[ M
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DIDW OFF ASSEMBLY
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SANITAR" FDRLE (MIN
KEYMAP
I'=ago' pJ ~ Plc uuncR PORr
Low Powr eRAIN
sewER 3ERmcE
SURVEY INFORMATION:
HORIZONTAL DATUM: NAD83/91 WASHINGTON STTTE SOUTH ZONE
bAEIE OF HORIZONTAL DATUM'. HELD THURSTDN COUNtt BEARING BETWEEN {/
E1/4 -O CEJ SECT. PE3 TFURSiON CDUNIY
OF RAILWAY ROAD PND N DOLE READ 13UO
a5
JBSa AND {/B39
- N BB"40'48" W AIJD COMPUTED INTERSECTION
FROM E1
4 PER PLAT OF PRAIRIE CREEK
.
HEL] 5/8" RERAR LOCPTEO Ai IIJTERSECTION
2" BRA> AT CENTER SECTION ,
MIDDLE R] AND RAILWAY RD AND
VERTICAL DATIJM~ NG~D29
BA.... 0= VERTICAL DATUM CCUIIN ~GPS2
SE SECTU COR rl
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ADDTONAL REMARKS. CH k C F A FNCFP
DRAW NC a ; a ADaurrn ENr
CCMDINED SJ~IE FACTOR 0.99991Jfi~ ~
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A AR C~),
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RECORD
DRAWING
u nnoN aF LnunES snomlN MLRwN Ise o LN
INFORIM IJIJ OU-AWED FROM THE FIELD ANG FF RI kE:;OkDS.
PRR4M~RIX RSSL.MES NO RESPONSIBILITY =0R E}AGT LOCRTION
]F l1Tl CITIES SHCINN OR NOT S/01NN HEREON.
CALL TWO WORKING DAYS AaPROVeo FoR colvsTRUCnoN
BEFORE YOU DIG 5
er DATE
1i+29 1i+69 18+9D "8+4D 18+60 19+20 19+69 20+00 26+40 20+89 ~~ pEVELOPMENT REVIEW ENGINEER
ROAD °A" 1-800-424-5555 APPRDV~L EMPIRES
UTIL TIES UNDERGRQUND LOCATION sENTER
JiGF
_ Es~ EMOREN a u~~sc R 5 ~~ o9ErT nAME anminN na
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DnT05-i6-200J
c I D I E I
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
I
I 2" AIR AND VACUUM
I RELEASE VALVE
32 ST4 A20+5.12, 39.49' LT
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I I
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SINGLE METER SERVICE
I 5 A A20+00 3E.J4 LT
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STA Al ME, 3J SP' LT
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SECTION 19
TOWNSHIP 17 N
RANGE 2 E
W
M
SEE SHEET C1 .4.1 ,
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(1) 8" FLANGED COUPLING ADAPTER =
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GENERAL NOTES:
1. colvrROCroR snaL_ FuRNlsn alvD wsrau Au NATERwLS alvD EouIFMEnr
Nma=_Aav To coM=LrrT nus woRk
2. r,Pwwrv +z' nuN covER ovER wATER MAw FRDM eNlsn caeDE
- awTaly 10' M HO6rzoNTaL arvD 1s Mw vERTICaL sEaaR„TION FROM PROPOSED LEGEND:
ouR6 arvD 9uTTER
LDI iNE
PROPER' uNe
sEwere Maws.
4. PIPE M4TERI4L S'ELIFIED I DEPENDENT ON AUAILA61LItt PND COST AT
TIME nF CONSTRUCTION. C9 TRACTOR BUY PRCPnSE A MATERIAL
SU6STT TO r0 6E APPROEC 3" ENGINEER, AND CITY CF YELM- Rlc+ =cF-war iNE
-~ P.UPDSEU CUNTUUR
_~ PkOP06EC 5 CJNTOUR
C icH BAS N ttPE 1
~ ~ cH TTPE z
-, 5f RM DRAIN LIVE
R qND ~.. cwM
~ W4TER FITTING
000 ~ 6LOW OFF SSEM6LY
~
~ ~
~~ ATER ~.
~ 'ATE VPLVE
~' \ ~
WATER ER CE WTH rETER
' ~
/ ~
/
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E ASSEM6LY
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HDR zONTAL DAruM:
TE
6ASIS OF HORIZONTAL DATUM- E L i URST N G NTY REAR G RET EE $'T658 AND X839
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HELD s/6" RE6AR LxarE~ aT r.r=RSECT ON M DDLE RD AND Ra Lwav RD AND
2" GRASS AT CENTER SECTION
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aids of vEreTlc/^L DnruM- HELD muesroN counn~ {cPSz
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aoc TIONAL REMAaus n rr ~ 6 To FFMA reFFFreFNrF M r~ 1 (3.T? P1 ~(,
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PRR4M~RI' CMEZ NO RESPONSIBILITY OR E}gCT LOCRTION
OF UTILITIES SHGINN OR NOT 5101NN HEREON.
_ - - CALL TWO WORKING DAYS AaPROVeo FoR colvsTRUCnoN
" ~ ~' ~ BEFORE YOU DIG ~
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onT05-i6-20UJ
1-800-424-5555 APPR6,~L EMPIRES
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1 jr o~ErT SAME JOHN'S MEADOWS ROAD ~~B~~ N29 OF a8
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-° = ,..,,.,.,~, ~ ^ rELw ^mASrIINGTON PLAN AND PROFILE C 1.4.4
1
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V~ I DUALDUAL METE~I
V I I sTA 83a+1 L I
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2 -PINTO 4' AN CGVER OVER WATER AN FR_M FNSH GRACE
wNm o HGR¢o T o s MN ERTC sEPAR„TDN FROM
4. PIPE M4TERI4L -~ELIFIED I DEPENDENT ON AUAILAFILItt PND LDST AT
iME GF CO STR !CTIGN. C9 TRA.TGR -AY FRCP SE A MATERIAL
SLBST TLT GN i0 DE APPROJEC 3" ENGINEER, AND CTY CF YELM_
PROPOSED LEGEND:
cuRB ANO cuTTER
PROPERY LINE
-13Y P avoseo WA coN auR
-130- PkOPOSEC 5 CJNTGUR
CATCH R S ttPE 1
CATCH TYPE 2
5f RM DRAIN LIVE
AR rND VALVE M
nLLLA_L
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' BIDER OFF ASSEMBLY
'ATE VALVE
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EIRE HYDRANT
AIR/RELASE ASSEMBLY
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SURVEY INFORMATION
HGR ZONTAL oaruM: oe3/ As cio r. TE so r zGE
BASIS OF HORIZONTAL DATUM- HELL THUR'T N C UNIY GEARING GERNEEV $'. AfD ~-39
E / iG CE SECT PERT R TD CG T 88 G 8 AND Cc APDTED r1TERSE^i GN
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HELD 5/8 REBAR LOCATE] AT I~T_RSECTION MIDDLE RD AND RA LWAY RD AND
2" GRASS AT CENTER SECTION
vERncAL onruM_ Ncrroz9
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- ER Mo AoausrMENT AwoE)
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RECORD
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PRR4M~RIX RSSL.MES NO RESPONSIBILITY =0R E}AGT LOCRTION
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CALL TWO WORKING DAYS AaaROVeo FoR colvsraucnoN
BEFORE YOU DIG
er. oaiE.
~ oe ELDPMENr REVIe EncwEER
1-800-424-5555 APPRDJeL EMPIRES
U TIL TIES UNDERGRQUND LOCATION ~ENTE~
o~ErT LAME JOHN'S MEADOWS ROAD "B" Aso of a8
PLAT WATER MAIN
PLAN AND PROFILE C 1.4.5
..,..,,..<~„ VELM1I.. ~A/ASHINGTON
A B C D E F G H
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
I GENERAL NOTES: PROPOSED LEGEND:
I I 1. cONTROCroR snnL_ Fuewsnlls NDOlr srnLL ALL mArERIALS nNp EouIPNEnr L°I LNL
Nma=Arv o coM=LrrL TI w a cuRp ANO auTTER
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(1) 8" TEE (FL) WI THRUST BLOCK - PROPERY LINE
(2) 8" GATE VALVES (FLxMJ) 1 I 1 AL[® S~INTAIV A105 MIN HORIZONTAL Arv0 15' MIN vEPTIOAL SEPAR,~TION FROM 1
(1)8 FLANGED COUPLING ADAPTER 2 0 20' aa' M En RG+ CF wAY NE
\ +O6a0 600 LT 6 I 4. PIPE M4TERI4L S'ELIFIED I pEPENDENi ON AUAIIAEILItt PNp COST AT -~ pOpp5E0 CONTOUR
TIME nF CO STRIJCTION. C9 TRACTOR BUY PRCPnSE A MATERIAL
SppSTT TON r0 6E APPROEC 3" ENGINEER, AND CITY CF YEIM-
FIREHVDRANTASSEMBLV DUAL METER SERVICE PkOPL?5E[ 5 CJNTOUk
STA C4J+2T~fi 2293 LT
~O ` - 9, 2314 LT a ~ CATCH BAS N ttPE 1
( I 2' BLOW OFF ASSEMBLY
y SINGLE METER SERVICE FIRE HYDRANT ASSEMBLY I STA C42+ai <9, 3a as
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N ( I _ _ _ _ \ ~.. 2 AIR AND VACUUM
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n_ - - ~ I
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__.-.._ pASls cF poR ZOr TAL cnruM: nELC rp3RSrcN couNTr aEARwc BETwEEa #'a6s ANp gala
- T I ~ ~ e1/a ro ceN secT. Pea TnuFSroN counn N 6a~ao'=6' w ANp coMPUTep wreesecnoN
SEE SHEET C 1.4.1 of RmLwnv Ronp „Np MIppLE Ronp lsooss FROM E1/a PER PuT of PRAITIE eREEN
HELD 5/6" REFAR LOCATE) AT I~T35ECTION MIDpL£ P.D ANp PAILWAY P.p AND
2' BRASS AT CEIJTER SECTION
VCt;TIGL pATIIM:
BASIS OF VERTICAL DAip M. HELD inp RSTSN GnUNTY O'GPS2
THp R4TON CCUNtt GPS2 (333.29a') TO FJNA REFERENCE MARK 3 (33a.33')
ApcTONAL RFMAF:u~ s +e.pa' nlcrER, cpwuEp To FEMA REFERENCE M„RU 2 (x3221'7,
cnecl; N ERRLR +O Oa nceER (NO AoausrMENT MADE)
33p 8" PLUG (RJ) WI THRUST BLOCK 3e0 in S pRAw NG CN TnE GROLNp
(1)B'TEE (FL)WITHRUST BLOCK: SrA Cad+41 FT 4335'lT cOMC rv[O CCALL IAC On 09aao1 i6a
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'TA C40+058C 600''. Li STA C42+414n 3)84 Li r 2 31 216 LT
Eusr c cE TERLNE cRAOE Gr r LLp uGA L
FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY
5!A C10+23 SF 22E LT PROPO~Ep CENTERL NE CRApE-, S C ]O,.ti ] i
T 4
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INFOkf A IJIJ OB DINED FROM THE FIELD AkG FR.;II FE:;OROS.
w a PRRAM~RIX RSSL.MES NO RESPONSIBILITY =0R E>AGT LOCRTION
' OF UTILITIES SHGINN OR NUT 51J1NN HEREON.
CALL TWO WORKING DAYS AaPRGVeD FoR colvsTRUCnoN
~r
g" m" m" "" "~ "o '" ~' ~' ~ BEFORE YOU DIG 6
ao+n0 ao+a0 h ao+eo 1+^c r al+a d2+oo ~ a2+ao nn az+eo R p DArP.
pe ELOPMENT REVIe EncINEER
ROAp ^^B•^ ~ 1-800-424-5555 APPR°.,~L EMPIRES
U TIL TIES UNDERGRQUND LOCATION ~ENTE~
`~`~eRSifisao~PO~ w1NG
J0325] 5269 001
onT05-i6-200)
k\
/ y ovErT LAME pnx~n- no
~ JOHN'S MEADOWS ROAD ~•CE• n3, OF a8
~,,3A,.~ ° ~ PLAT WATER MAIN
s~
° = ,..,,.,.,~, '~ ^ YELM1L WASHINGTGN PLAN AND PROFILE C 1.4.6