C1-3-6SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
I I ~ I
I ~ I
'~ 81 LF 2' PVC SANITARY 1 I I SCALE IN FEET
T SEWER FORCE wnwN I 2 I 3 0®6' I
O
9, 2"-22%°BEND (GASKET)
~ WITHRUST BLOCK DUAL SERVICE 2"45°BEND (GASKET)
~~ STA A10+96.95, 4.89 RT I CONNECTION I WITHRUST BLOCK 4
STA G1+23 aa, 21.00 Li SlA Cat+15.Sa, 3.ia Li
/ I
~P R FORCE MNN
DUAL SERVICE CONNECTION
51A G2+26.60, a1.05 Li
r'
rl
U ° ROAD "C•' , /
f ' lc X41+Op Zi ~ /
W' C4 00 _ .. ~ _ _ _ _ _ t ~' 00
rn I \ I
W `\ SINGLE SERVICE CONNECTION
N ~ STA Cat+J3.83. 3.21 Li
' ~
•1112"TEE (GASKETI WITHRUST BLOCK 2422 2"PVC VWITARV ~ END OF LINE CLEANOUT
(212" PVC SPOOL SEWER FORCE MNN ~ STA Cat+J3.a5. 0.15 Li
I I (2) 2" GATE VALVES (MJ) 5
STA A11+1 J.I4. 6.00 RT 1
1 LF 2" PVC SANBARV I DUAL SERVICE ~~
SEWER FORCE MPIN
1 q CONNECTION
1 2"-11%°BEND (GASKET) StA C4'I+89.38, 31.28' RT I ~3,b I
WI THRUST BLOCK I ~
STA A +50.23, 6.32' RT
~ \ j _ _ ~ - ~ ~ I CONNECTIONICES RT I
I DUAL BERVICE CONNECTION I I `~ - -
TA Ate 0255 1900 LT I I
26I LF 2 PVC SANITPRV
SEWER FORCE MNN
GENERAL NOTES:
PROPOSED LEGEND:
CURB AND GUTTER
- - PROPERN LINE
1
RIGHT-OF-WAY LINE
-33a- PROPOSED ~ COMOUR
-330- PROPOSED 5 CONTOUR
~CVG.TCU asSN TwPE 2
S10RM DRNN LINE
RERLEASED VALCVE M
WATER FITTING
////// ~ RLOW-OFF ASSEMBLV
GATE &VALVE
FRIREE HroRRVRICE WI1H METER 2
AIR/RELEASE ASSEMBLV
REDUCER
GATE VALVE
SPNITPRV FORCE MNN
\_LOW POINiHDRNN
SEWER SERVICE
HORIZONTAL DATUM. NAD83/91 WASHINGTON STATE SOUTH ZONE
BASIS OF HORIZONTAL DATUM'. HELD THURSTON COUNTY BEARING BETWEEN ~J656 AND }J839
E1 /4 TO CEN SECT. PER THURSTON COUNTY = N 00'40'40"WAND CDMPUTED INTERSECTION
OF RNLWAY ROAD AND MIDDLE ROAD 1300.65 FROM E1/4 PER PLAT OF PRNRIE CREEK
HELD 5/0" REBPR LOCATED AT INTERSECTION MIDDLE RD PND RNLWAY RD PND
2' BRASS AT CENTER SECTION
VERTICPL DATUM. NGVD29
BASIS OF VERTICAL DATUM'. HELD THURSTON COUNtt ¢'GPS2
SE SECT. COR
THUR510N COUNtt GPS2 (3}8.294') TO FEMA REFERENCE MARK 3 (338.3}')
ADDITIONPL REMARKS. 2 (232.2 ~'),
CHECK-IN ERROR +O.OJKEHIGHERF (NO ADJU51MENi MMADf)
THIS DRAWING IS ON THE GROUND
COMBINED SCALE FPCTOR = 0.99991 I69
CALL TWO WORKING DAYS APPROVED FOR CONSiRUCPON
®BEFORE YOU DIG 3
41+60 a2+p0 42+40 42+80 BV: DATE:
Roao °s° 1-800-424-5555 oEVELOPnnENT REVIEW ENGINEER x
uoR¢: t"=2o' UTILITIES UNDERGROUND LOCATION CENTER
VERT: t'=5' Q1DY ~ ~gd
~~ ~ $ cucc~ Nye JOHN'S MEADOWS ROAD ~~C~~ D22 OF 48
o~BRS]fi9001 P02i01551 L '~sr~+e PLAT SEWER
10R2si-52fi9-am 0 °~,,,,~,~w '°`~ vELM, wnsHlNGioN PLAN AND PROFILE C 1.3.6
pP~04-20-200fi