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SEE SHEET C 1.3.6
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1. colvrROCroR SHAL FuRNlsn ANO wsTAU AL MATERwL uvo cuRR ANO curTER
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PLAT SEWER
PLAN AND PROFILE C 1.3.1
..°°.,,.i.<~, VELM1I.. ~A/ASHINGTON
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
SEESHEETC1. 3.4 _ - ---
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SURVEY INFORMATION
H JR ZONTAL DATJM: D83/ S NCT!J Si. TE 0 i ZONE
BASIS OF H]P 3ONTAL DATUM A EEV ~-6t6 AND X839
E1/ i0 CEN E r. PERT R T] COL NTY N 8&'40 9 W AND CO APLTED NTERSEfi ON
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1-800-424-5555
unu-IES uNOERCROUNO EocATION ceNTER
RECORD
DRAWING
L~ ATIiJN OF LTILITIES SHOV~IN HEREON IS E ~ ON
INFORIM IOIJ UH-AIMED FROM THE FIELD ARG FRJM RECORDS.
PRR4N~RIX ASS3MES NO RESPONSIBILITY =0R E}q(;T LOCATION
]F UTI CITIES SHCWN OR NOT SiOWN HEREON.
APPROVED FOR CONSTRl1CTI0N
er. DArP.
DEVELOPMENT REVIEW ENGINEER
APPROV„L ExPIRFs
oJErT SAME JOHN'S MEADOWS ROAD "A"
PLAT SEWER
.~°n°°~„ "-^ VELM,1NASwNGTON PLAN AND PROFILE
A B C D E F G H
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
I GENERAL~NOTES:DM ETr- I woRk PROPOSED LEGEND:
I conrRACiDR sH a FuRNISn nND wsTAa ~~ ~wTERIAE 4ND cuRR AND cuTTER
CDNFMRlT NE
G nIs
//~~$~ 2 MAINT4IN "0' MINIMUM HORIZONTAL 4ND iS' MIn IMUM VERTIGL LDI JNt
I I I ~ SEPARATION FROM WATER M41NS PROPERY IJNE '
I I ~~/ LOC HE FRCU E ALV _334 PODPCSED wAYCONTCUR
I edclNR THE cuRR HE FeoNr ED a -F THE vAEVE ecx -HAU EE
N ® PLF ED 18 FR_ E BL Y GF DEWALK. i E DE EDGE JF THE
PkOPOSED 5 CDNT9UR
C11 20' 40' 4 4L'.E RCX SHALL RIFTED~I^ED 3' NDENi CN VAILAEILITt AND ECO~T -330
I D - TIME - - R `DN RM:iOR MAT -SE A M,.T-RInL ~ CATCH BASIN ttPE 1
F TA A ~+JP.63, 21,:Ip NNECTION 1 DUA SERVICE CONNECTION I SUBSTITLTI9N i0 RE 4PPROJEC RY EN (VEER AND Cltt OF YELM- cH RA5 N nPE 2
W DUA SERVICE CO LT S"rA A1R+1256, 21.09' LT I i
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SURVEY INFORMATION:
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N FASIS oT rcRZOIVrAE DA a Rs A, FN prs~a AND pa,P
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M RA AYR P R A 0.65 FR ]M E' ~4 PER PLHT F PRAR E CREEK
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~ RRAS~ AT NTER SECT GN
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w 4.. PRR4M~RIX /:SSCMEE NO RESPONSIBILITY =GR E}A(;T LGCATION
JF UTI CITIES SHCINN OR NOT 5101NN HEREON.
CALL TWO WORKING DAYS AaaRGVeo FOR cGNSTRUCnoN
e h ~~ h hM M n" °" °" ~ ~" °~ °' ~ °" ~ ®BEFORE YOU DIG 5
-20 1]+60 18+OD "8+4D 18+RD 19+20 19+60 20+00 20+40 2D+80 ~ DATE.
a
DEVELOPMENT REVIEW ENGINEER
ROAD °A° 1-800-424-5555 APPROVE ENFIRES
unu-IFS uNOFRCRGUND 2ocAFION ceNFFR
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~a325' S269 °°' ~~ ~ ° ~ ~ ^ PLAN AND PROFILE C 1.3.3
DA OS-i6-200Z """""<¢"' VELn,I.. ~A/ASHINGTON
26J LF r' PVT sANN4RY SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
=E ER F~iRC.E M;;IN GENERAL NOTES: PROPOSED LEGEND:
~',, 1 I ~ ~ 1. cculPnwwDR sHAE_AFUkwsno ND Irc TALL AuPmATERwL uvD LD~~w3D cuTTER
1 1 ~ 2 ~NINT41v tON MINIMUN HORIZONTAL AND iS.SV MINIMUM VERTIAL
I slVER F RCE M IN ARY I SEPARATION FROM WATER MAINS
I I - a A I sR1„LE w FEET I PROPERY uNE
7D 1 2'-111 BEND VERT (GASKET) I 0 40' E FR- FM TH wF RC . - sI05wAHV RG+ CF wAY NE
O WI THRUST BLOCK I 1 ~ 'DJOIN- THE GU B THE FROVT ED E JF THE VALV BOX -HALL BE
D STA 830+C 6.00. 6.00' Ri DUAL SERVICE DUAL SERVICE PLACED e FRnM THE BL..K CF SDEWALK. i E DE EDC-E nF THE
2"-11%° BEND VERT I `VIII
I O CONNECTION I CONNECTION 1~ L'.~E 30X SHAU_ RE Pu EC 3' -RO i E OT LNE AL GNMEVi. -~4 PPavosEO cONTauR
(GASKET) I s A 9~1 .,2 OO 21 00 L ..Ta a.2 ~., a ~i oo L 1 M -530- PkOP05E[ 5 GJNTOUR
WAI THRUOTBaOCK t0 LF 2' P C ~T NiTARY - ~ - I PE M CFEO 1 i 4N0 con
SEVER FDRCE T ~ CATCH RAS N ttPE 1
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I _ ~ ~ - - IW NDBS
WI THRUST BLOCK s_ P C PPE SHALL DE PS 120 DR 200 i R BBER RNG /
SEWER F I
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B32+0~ B33+00 W 000000
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580 LF 2" PVf. 54NITARY ~
ER M41N
_ER FORCE MA a
SEWER F]RGE MAIN ~ 3 U _ ~_ - ~ - I + `~ GATE VPLVE
\ _ _ _ m ~ ~ wATER SERVIr_E WrH METER
M
vl _ _ _- M ~ FIRE HrDR4Nr
Q
~ ( ) ~ ~ / AIR/REL~sE nssEMBLv
W I I I I W ~jj r- ~ REeucER
W ~(1)2'TEE (GASKET)WITHRUST LOCK DUAL SERVICE DUAL SERVICE SINGLE SERVICE I _Z ,/;
_ (3) 2' GATE VALVES (MJ) CONNECTION 1 CONNECTION I COINNECTION J °( / ~ /t s v F
(/~ (312' PVC SPOOLS 7A 831+40,23, 21.60' ki STA 832+H-25, 21 OD RT STA B..3+20~ FT ~` ~/ ~ t"~ ~SANITAR" F]RLE MIN
WI STA A14+2451 5.00 RT I= ~ `/
(yl ~ 1~ ~ ~ t~ Pc uLN_H PGRr
N I sexEe FGecE T ~ ~ ~ I~ ~ ~ '~LOw Po NT eRAN
6 2 -11 ~ BEND VERT (GASKET) 1 I I I I I ~/ SEWER SERVICE
TYP I WI THRUST BLOCK I I I
I STP .~14+41 GB, 6.06' RT 1 -. -'
1 ~ ~ ~ 16 LF r we snNNARr ~ ( I KEYMAP
SEWER FckcE MAIN (
1"=aaG'
~I 2"-11%p° BEND VERT (GASKET) I 1 ~ I I N
WAI THRUSe B BOOK 1
}58
StwEHF EoR~t°MAIN"'r"R' SURVEY INFORMATION:
HORIZONTAL DAiUM_ NAD83/91 WASHING-TON STATE SOUTH ZONE
BASIS OF H]P 20NTAL DATUM EV 639
~1)2'TEE (GASKET) N E1/ i0 CEN E T. PER TAR T] CO NTY N 88 D~8 w AND C]n PL TED NTERCECTION
Wi THRUST BLQCK M .A A P A R:A c65 / PFR PLAT of PRA3F 'P.ssK
(3) 2' GATE VALVES (MJ) ~ E D /8 REB R OC iEJ T NT R~E.TION M DDLE RD AND RA LWAY RD AND
(3j 2"PVCSPOOLS 9RASS AT rFR SECT~N
.550 VERT CAL DATJM: N -D29 1
Si 414 2451, 6-00 RT 3561E BASIS OF VERT CAL DATJM E D iH JPSTON COUN1'~ 1GPS2
2' 111° BEND VERT(GASKET) I W E SE,T. ~_OR
WI THRUST BLOCK W T RSTO CO i GPS2 (38290) TO F MA PEFERE cE APK 3 (»833'7
4 830+06.0] 60] RT I= EMA EFERENCE
Eh STN CE iER E RADE~ ADCITIONAL REMARK. F R M.. (332 e1'],
2"-11%°BEND VERT (GASKET) T y C EC ERRGR 00 G Ek (v0 ADJUSTMENT AADE)
WITHRUST BLOCK Fused LLN L LNL aRADe W T Dknw NC oN T E croLND
STA 0 0+15.'x.600. RT I W CJMRIf ED SCALE FA;TCR 0~9941J69
I~
G. Oe] FT FF __~-- _ O
-0020 sTr _. _-______ M
PRCPOSEO t2 SD -__--~- ~ M
~E 03395 _Im
2 ~ 580 LF Y PC iAN iAZ/ sEYIER FORCE IRAN I H
IE: 331 OC Q N
PRCP SEC 2 SC
,~ E 333 44 W
,G F 2 P G TARP 6 MIS GwER ~ ,? RECORD
LG PRO3D E' 6 WaTEkN 33DIU DRAWING
_ F u nnoN of LTUTES sHOV~IN HERwN Ise o oN
m
1 LF 2"PVC SAPITARY - Q INFORIM IOIJ OB AWED FROM THE FIELD ANG FRJM RE~OROS.
SEWER FORCE MAN w a ~ PRR4M~RIX RSSJMES NO RESPONSIBILITY =0R E}AOT LOCI,TION
30+00 30+49 30+80 31+20 31+60 32+00
ROAD "B"
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JF UTILITIES SHCINN OR NOT 51O1NN HEREON.
CALL TWO WORKING DAYS AaaROVeD FoR colvsTRUCnoN
®BEFORE YOU DIG
32+40 32+80 33+20 6Y. DATE.
DEVELOPMENT REVIEW ENGINEEk
1-800-424-5555 APPRG,~L EXPIRES
unu-IES uaoE~cROUNO LocnnoN ceaTEr~
oJFrT I.AMF JOHN'S MEADOWS ROAD "B" ~2D of ae
PLAT SEWER
PLAN AND PROFILE C 1.3.4
..,".,,.i.<~, VELN,1.. ~A/ASHINGTON
' CONNECTION DUAL SERVICE ---
MI I ___________ ___
STA +Se.43, 2 I
71 [n' Lr CONNECTION 21 Oa LT I~ ,
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SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
. ~~
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I s:ALE FEEr
Ii II
l
II I'
I
1 /
1 I /"
W 1
I
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SEWEF FOPGE MAIN SiUR FEID LOCATE
~ .AND CLNSTRU^.T CO VNECif2 li. ROW..
REp R
W TH
M 1350 Crrc F rELM PFOR. rD waRK ~ 35<~
U I. Fx,rrvr, 2i F~,RanF
W PPOPGSED CEMEFL NE CRACE
W
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W _____ _ -
W
N 340 340
O
1 6aD LF 2 P~C ~ANIr~ 9ENER EDRGE M.11 1
MI
M
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M N ~E 340 D3
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GENERAL NOTES:
- co rR4croR s F RmsR ArD N~TAU A T e ~ ANC
o Pra r0 COMPLETE r s w
2 MANAN 0 M M M HOR Z_ iA AND 1.5 M_- VERT CAL
SEPARATO FRC TER S PROPOSED LEGEND:
cuRR AND cuTTER
LO NE
PROPERY IJNE
THE FR F WE 5 90% SHA
ADJLI~S HE CURE. THER FRONT ELGE OF THE VPLVE RO% SHALLAEE
PUCED 18 FROM i E BACK GF S DE 4A r E DE ED E JF rHE
VALVE 90X BE FL,~.CEO FRG r E 0 NE G .ENr-
4. PPE MA OAT.
Ai THE R F R q R A A RAL
SU6STITUTICN i0 BE APPROVED BY ENGINEER PND 1tt JF YELM. RGi CF WAY NE
-33 CSED CONTGUR
-33 PkOPOSE[ 5 GJNTOUk
C i. RASN ttPE 1
CATCH 6AS N ttPE 2
i
F. PVC PPE BE F 1 O CR2 C - 2C0 r R BRER RING
GASKET O r ES Oi ER SE FE - ED r E 'GE ER
NarES ( .+ sEwEr. M srauAT ON) N s EET c13 T ~
~
57 RM DRAIN IJVE
kE qND A eve M
~W4TER FITTING
000000 / ~R TER O141NASSEM9LY
`~ GATE VPLVE
~~-WATER <ERVICE wliR METER
\\
~ RE HYDR4Ni
AIR/RELASE ASSEMBLY
/
~ ~RETE GV RVE
~
~r
~
~ snNlrnR~ E_R.E MIN
F~ LAD FGRr
~
~
~ ~LDW PONr DRAM
9EwER RERDIGE
KEYMAP
,'=4'LO~ N
SURVEY INFORMATION:
HORIZONTAL DATUM: NAJ63/91 W/SHINGTON STATE SOUTH ZONE
BA515 OF HOF _ONTAL f]ATUM HEAR NG B N ~/To56 FND p~e3
E1/4 TOUr,EN^IECiu PER THURSTON COJN Y = N 88'40'48'9W AND COMPUTED INTERSECTION
F PAILWAV P. 0 AN] ~ E ROAD 1 E1/4 PER PRA P,IE CREEK
HELD 5/8' RE6AR LCfATED AT NTERSECT ON MIDDLE RD PND RA LYJAY RD TND
2" 9P,A55 AT ^ENTER ~E TOE
vER CAL oAruM, Ncvo29
egsls of vER CAL onmM HELD rRLRSroN couv r #ccs2
sE ¢ECr. cTR
Ti JRCTOJ COJNTY GPS2 (339 r0 FE PEFER CE MARK 3 (33B 33')
ADDIrIOVAL REMARKS. (3s ^1 ),
cR cK 4N EReDR +~u,HEOCRER ' o c srMENTMMADE7
c>asrlec nr~LS L~aroe GRo99eenoa
CALL TWO WORKING DAYS
®BEFORE YOU DIG
1-800-424-5555
unu-IES uROERCROUNO LocATION ceRTER
RECORD
DRAWING
LocnnON aF ununES snomlN HERwN Is e.. o oN
INFORfdA IOIJ UB-AWED FROM THE FIELD ARG FRJM RECORDS.
PRR4M~RIX RSSCMES NO RESPONSIBILITY =0R E}gGT LOCATION
TE ununes sHawN oR Nor s1owN HEREON.
APPROVED FOR CONSTRUCTION
er. DArP.
DevELOPMENr REVIEW E31cINEER
APPROVTL ExPIREs
O~FrT I.AMF JOHN'S MEADOWS ROAD "B" ~z, of ae
PLAT SEWER
PLAN AND PROFILE C 1.3.5
..,..,,..<~„ VELMI.. ~A/ASHINGTON
A B C D E F G H
SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
I I GENERAL NOTES:oM R I woPK_ PROPOSED LEGEND:
~ - co R croft s F R o sr rER o cJRB ANO currER
0
' 2 MA iAN ° MNM_M CR ZONTA A C 'S M M A VERi CP LO JNL
) ~ I SEP R iION FRO rER N PROPERY LINE
) ' I I SCALE IN ~Ei _ 0 _ 5HA 1
~O - 81 LF 2" PVG SANITAFY PUO HE CGR 10ENALH -334 PPOPOSEp WAYCONIQOR
'EWEk FORCE M41N
9O 0 20' b' I ADJOINS THE COPB TrE FRONT EDGE OF THE VALVE BGX SHALL BE
PLCEJ 18 FROM T E BAC. -F DEWa r E DE EG E CF rHE
2" -22 i° BEND (GASKET) vALVE BCX R- F ED FRO r E OT E GN ENr.
~~ -330- PkOPOSEC 5 CJNTOOR
) WI THRUST BLOCK DUAL SERVICE 2"45°BEND (GASKET) _ _
Sr4 A10+96oS 4.89 RT 4 P FE MAT SE ~ ~ CATCH BAS N TYPE 1
CONNECTION I WI THRUST BLOCK AT TMF J5TF1 .T >N, .. TRa.TOR MAY IVATFRIAL
STA G31+23.44, 21.00' Lr STA C42+15.54, 3.14' Li / SU3RITUTION T° BE APPROVED BY Ef GINEER +ND ^.IIY OF YELM.
~ -]~] L VC SANIT~FY CH E .
SEWER FORCf MAIN A I 5. PVC PPE BE P 1 0 CDR 1 C. 20C NiH ROBBEP RING
A yF \ I G4SYEr 0 iS E OT ER E PECFED J THE 'GENEiAL 5f RM DRAIN LIVE
i \ DUAL SERVICE CONNECTION _/IIIII NoT[s (s TtiR' S[w[P M N NsrAUATO~)' oN ~ ¢T c 3T
I SrA C12+26.60, 41.05 Lr AR TND \ C
~) \ , RLLLAv
~ 1~// ~ ~ ~W4TER FIrTINH
'I P ~ 000
ROAD "C" ~ , - ~ ~ BLOW OFF ASSEMeLr
H ~ c<~+oo ~ ~waTER MAIN
+ cQ ~
W I a ao _ _ ~ _ _ ~ _ _ _ ~, ~ GATE vpLVE
yl I 7~- ~ \ I ~ ~...-warER ER _E WrH I,IErER z
y) ~ \~~ REL i~E ASSEMBLY
) ~ / ' ~ REDUCER
W 1)2„TEE (GASKET)WITHRUST BLOCK ;EWER FORCE I-O NN T,R ~ ~\ END OFEND OF LE~TION I ~`. AIR/
(2) 2 PVC SPOOL ~ \ ~ ,~/ ///~~\ ~ KATF v F
(2) 2' GATE VALVES (MJ) ~ ~ v' / SAN iAR" FORCE IMIN
STh A11+1J 74 6.00 FT / ~ \ ~~~~YY PG LAO H PORT
) 41 LF 2 PVC SANITARY DUAL SERVICE \ \ ~ - `Low POINT 06AIN
SEWER FCR,E MAIN
1 CONNECTION - ~
2" - 11 %p° BEND (GASKET) STA C41+8936, 31 ^_6 RT 1 CEO I /~ SEWER SERVICE
WI THRUST BLOCK 1 1 O
) ~ I iP A11+68.23, 632' RT I ~ /
) _ ~7 1 SINGLE SERVICE
1 _ ~ - CONNECTION N(EYMAP
I ~ ~. - ~ 2Ta RT1 ~--_
I - -~ Sao' pJ B
DUAL SERVICE CONNECTION I I
.TA hr_+9z.=s, 19:9x' LT I
~~EwEa roxcECMa'ANIrArr SURVEY INFORMATION:
HoRlzorvrAL onruM, NAOSS/91 w sroMCroN sr„TE sourH zoNE
BAS s or HoH z~NrAL onruM HEU Truasror ~cuNrY BEAP Nc eErweeN pJ6ss ANO pas9
E1/a -o cev SECT. PER rruasroN couNr = M s6~ao'as' W ANO acMPUreo INTERSecTION
F RAILWAY RGAB PNO M E RGAO 1 FR:M E1/4 PER P CP,EEK
C DDL 3C0.65 LAT OF PRARE
HELD 5/8' REBAR LOCATED Ai NTERSECT ON MDDLE RJ AND RA LWAY RD AND
BRA55 AT C R SEGTIUN
35'J..... ...340
VERTICAL DATUM: NG~D29
aAS =_ GF vERncAL onruM: HELJ rruRSroN cculvn gcPS2
iHURSTON COJN1`~ GPS2 (338294'1 TO FEMA R=FERENGE MARK 3 03833')
1'-d5°9EN4 GASKET) ADDIi ONAL REMARI:S: ~ +a oa HcHEFa cHECUEO To FE MA 3~21'i,
(i)2"TEE (GASKET) WI THRUST BLOCK END OF LINE CLEANOUT CHE^_K J ERROR +On3 HGHER (NO dDJJSTME Jr MADE)
z q
WI THRUST BLOCK EX ~r CENTER E BADE q T _ A 2+75 s= n s r 5 oruw NC 5 ulvo
(2)2"PVC $POOL LCMBINED SG,LE FhCT iR 0,95991J69
(2) 2"GATE VALVES (MJ) _- Osco ~BaOE
STP A-.I+iJJ4 d0O RT a
__ - ___~_
______ _
___-
_--___ ___o m6c Fr,~
o-ozoo- 6:°za3 n n
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ERC33 :EO. 12 so
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'2a3 LF 2' FVC SAN TAPY 5EVlER FOROEMAI1] LL
Q 5 M N CCVER
RECORD
3'° DRAWING
^8 M N
..LEARAN+'E
pROPOSEC 8' WATER IE 33208 - L~ ATION OF UTILITIES SHOVdN HEREON IS B ~ ~]N
°o INFORIM IOIJ OB AWED FROM THE FIELD A9G FRJAI kECOR05.
2" GS E .530 a0 w a PRR4M~RIX A$$LIMEC NO RESPONSIBILITY =0R E}AOT LOCATION
OF uTI CITIES SHGINN OR NOT 5101NN HEREON.
CALL TWO WORKING DAYS AaaROVeo FOR colvsraucnoly
~" ~' ~~ ~~ ~~ ~" ~ ~ ® BEFORE YOU DIG 6
ao+oo an+ao ao+ao a1+2o +1+eo a2+oo a2+ao a2+eo B+' ogre.
oevELOPMENT REVIEW BIGINEER
ROAD °e° 1-800-424-5555 APPR°V~L EXPIRES
r -F- oFRCRO o oc ro cFrFR
v
`~`~eRSS69ao~ao~sslGL
J0325] 5269-001
onT05-i6-200J
U ICI I~ UJ UN L A I N IJ
k\4~
°
1 jr oJErr ~qME JOHN'S MEADOWS ROAD ~~C~~ nzz OF a8
~' f•,~.,..~ rLAT SEWER
-° = ~, ~ ^ YELw miASHINGTON PLAN AND PROFILE C 1.3.6