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- - - - - - - ~ MATCHLINE STA 0.17+20,
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(3) 2" GIOTE VALVES (M$ I
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- \ - - -
~ DUAL SERVICE CONNECTION
STA 0.13+9254. 21.00 RT \
2" - 22% °BEND (GASKET\ \
I WI THRUST BLOCK
STA 0.15+56.28, 6.00 RT ~
\ ~
I o \\ a \\ Q
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M
M
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I W
W
EX ST NGCEMERL NE GRADE
fn
22/ BEND (GASKET)
HRUST BLOCK 2"-d5 BEND (GASKET)
WI THRUST BLOCK
4, PROPOSED CENTERLINE GRAD W
I W
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s + E N
t
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-
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MAN 88 LF 2
PV SAN R
Y 88 LF 2~ C SANITARY
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Y SEWER FORCE SEWFR FORCE MAN SEWER FORCE MPIN F
5' MIN COVER
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PROPOSED 12
SD W
Z E'. 33).14.
3° z
1 2
ROAD "A"
HORIZ: 1'=20'
VERT: 1'=5'
ON rvo.. ~~olrv
T~TSBRS]fi9001 P02i01951
~VR29J-5889-801
oPSSO4-20-200fi
GENERAL NOTES:
PROPOSED LEGEND:
CURB AND GUTTER
- - PROPERN LINE
RIGHT-OF-WAY LINE
-334- PROPOSED ~ COMOUR
-330- PROPOSED 5 CONTOUR
~CVG.TCTT asSN TwPE 2
STORM DRNN LINE
RERLEAASED VALCVE M
WATER FITTING
////// ~ BLOW-OFF ASSEMBLY
GATE RVALVE
FDIREE RroRRVRICE WFH METER
AIR/RELEASE PSSEMBLV
REDUCER
GATE VALVE
SPNITPRV FORCE MNN
\_LOW POINiRDRAIN
SEWER SERNCE
HORIZONTAL DATUM: NAD83/91 WCSHINGTON STATE SOUTH ZONE
BASIS OF HORIZONTAL DATUM HELD THURSON COUNTY BEAR NG BETWEEN {')656 AND X839
E1/4 TO CEN SECT. PER THURSTON COUNTY - N 88'40 48 W PND COMPUTED INTERSECTION
OF RA LWAY ROAD AND M DDLE ROAD 1300.65 FROM E1/4 PER PTA OF PRNRIE CREEK
HELD 5/B~ REBAR LOCATED AT NTERSECT ON MIDDLE RD AND RAILWAY RD AND
2' BRASS AT CEMER SECTION
VERTIClL DATUM: NGVD29
DASIS OF VERTICAL DATUM: fLD HURSTON COUNTY //GP52
SE SECT. COR
URS ON COUNTY GPS2 (338 294) TO FEMA REFERENCE MARK 3 (338 33')
PDDITIGNAL REMARKS. R GRER CTTECK D TO FEMA REFERENCE PRK 2 (~}221 )
CHECK N ERROR +0.03 FH GHER (NO ADJUSTMENT MMADf)
TH S DRAWING 5 ON THE GROUND
COMBINED STALE FACTOR 0.99991)69
CALL TWO WORKING DAYS APPROVED FDR CONSTRUCPON
RV: DATE:
,G.DD ,p.4D ,fi+SD ,T. ®BEFORE YOU DIG APPRDAAL ExP1RES
DEVELOPMENT RENEW ENGINEER
1-800-424-5555
UTILITIES UNDERGROUND LOCATION CENTER
PAY U HE90
JOHN'S MEADOWS ROAD "A" ~,s oP as
~,,,$ PLAT SEWER
D .~...~,~w° '°`~" vELM,wnsHlNCioN PLAN AND PROFILE C 1.3.2