C1-3-4 262 LF r~ FvC SANTARY SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
sEwER FoacE MAIN GENERAL NOTES:
I I ~ i4 I 15 ~ 16
~ coNrRACTOR sT1AU FuaNISH prvo INSTALL ALL MATERIAL ANo
13 fOUIPMENT NECESSARY TO COMPLfIf THIS WORK.
~2 I ~ 2
MAINTPIN 10' MINIMUM HORIZONTAL AND LSD MINIMUM VERTICOL
I 2 LF 2" PVC SANrtA I
.
I SEPARATION FROM WATER MAINS
I
I
EWEF FORCE MAIN
S
I I I
.
SCIALE N FEET
1 3 THE FRONT EDGE OF THE SANrtAFV SEWEF SEFVICE VALVE BOx SHA
LL
Tl 2"-11^/q° BEND VERT (GASKET) S
0 20' 40' 1 Bf PACED 18" FROM THE TOP BACK OF CURR. WHERE A SIDEWALK
2"-11 a° BEND VERT I
O I
D WI THRUST BLOCK I
STA 830+06.00. 6.00 RT DUAL SERVICE I I I I ADJOINS THE CURB, THE FRONT EDGE OF THE VALVE BOx SHALL BE
DUAL SERVICE PLACED iB" FROM THE BACU OF SIDEWALK. THE SIDE EDGE OF THE
I N
I
K O CONNECTION I
W
' VALVE BOx SHALL BE PLACED 3 FROM THE LGT LINE ALIGNMENT.
CONNECTION
'
I
W TH
RUST BLOCK I y LT
PVC SANeARV SiA R31+52.00, 21.O
10 LF 2 STA 832+55.25. 21.00
LT
IM y plpE MATER AZ sPECIFIEO IS oEPENO[NT oN AVAILARIUTV ANO corr.
~
STA 0.14+00. 6.00 RT
.. I - I I
SEWEF FORCE MNN
2"-11%°BEND VERT (GASKET) I AT TIME OF CONSTRUCTION, CONTRACTOR MAY PROPOSE A MATERIAL
ION TO B
APPROVED BY E
GINEER, AND Ce
U SUBSreUi
OF VELIvL
~ Ic
TARY
SEWER FORCE MAIN I WI THRUST BLOCK G
E
P
~
PVC PIPE SHALL BE IPS 1120 SDR21 CTASS 200 WITH RUBBER RING
W 5
- - -
STA 830+18.18. 8.00 RT O
~
~
.
GAS E J INTS NL SS THERWISE S ECIFI D IN HE " ENER L
"
A
W
2"-11%°BEND VERT
I - NOTES (SANITARY SEWER MAIN INSIALUTION)
ON SHEET C1 3
J
(GASKET) I y
ROAD"B" IN
wp rHRUS
B
K 1T
O
eoO
' ~ I o I
63:~00 IW
E132+00
eal+oa
1 -
-
- -
_ ~--F - _ ~IN
ANITARY
SEWER FORCE MPIN ~ -
-
_I~
-
1 _ _ ~_ - ~ - I I
580 LF 2" PVC SAN( PRV _ C
M
M
~I
UI
W
l
I
yI
~ ~ (1) 2" TEE (GASKET) WI THRUST LOCK
= I (3) 2" GATE VALVES (MJ)
(A I (3) 2" PVC SPOOLS I
W I STA 0.14+24.51, 6.00' Rr
N 1 1E Ee i ecc S~ITARv
5
6
T P 2"-11 ~° BEND VERT (GASKET)
I WI THRUST BLOCK I
SrA 0.14+41 28. 6.00 RT 26
I 27
I ~ 18 LF 2' PVC SANITARY
SEWER FORCE MAIN
1 2"-11%°BEND VERT (GASKET)
WA AHRUeeB 6o0KRr II
132 LF 2" Pvc SANITARY
(1) 2" TEE (GASKET)
WI THRUSTBLOCK
(3)2"GATE:VALVES (MJ)
(3) 2" PVC SPOOLS
350 SIA A 24.51, 6.00 RT
211%°BEND VERT (GASKET)
WI THRUST BLOCK
A eJD+06. 0'. G.DO' RT
2"-11%°BEND VERT (GASKET)
WI THRUST BLOCK
STA 830+16.19, 6.00 RT
340
-0020 FT _______ __~__
PROPOSED 12" SD
E 33595.
2 n
E: 33100 C
10 LF 2 PVC MA NI PRY 5 .MIN
330 + 5
8 M N IIIL EFO} E
12 LF 2" PVC SAN iPRV
SEWER FORCE MAN
30+00 30+40 30+80 31+20
PROPOSED LEGEND:
CURB AND GUTTER
- - PROPERN LINE
1
RIGHT-OF-WAY LINE
-334- PROPOSED ~ COMOUR
-330- PROPOSED 5 CONTOUR
~CCATCH HASSN TWPE 2
STORM DRNN LINE
RERLEAASED VALCVE M
WATER FITTING
/// BLOW-OFF ASSEMBLY
GATE RVALVE
FPIREE HypRRVRICE WRH METER 2
AIR/RELEASE PSSEMBLV
REDUCER
GATE VALVE
PGNIT~RNCHO POEWMNN
\_ LOW POINT DRAIN
sfwER SERVICE
HORIZONTAL DATUM. NAD83/91 WCSH NGTON STATE SOUTH ZONE
N BASIS OF HORIZONTAL DATUM: ELD THURSON COUNTY BEAR NG BETWEEN {'J656 AND X839
th E /4 TO CEN SECT. PER THURSTON COUNTY N 88'40 48 W PND COMPDTED INTERSECTION
OF RA LWAY ROAD AND M DDLE ROAD 1300.65 FROM E1/4 PER PTA OF PRAIRIE CREEK
ELD 5/8` REBAR LOCATED AT NTERSECT ON MIDDLE RD AND RAILWAY RD AND
350
V 2 BRASS AT CEMER SECT ON
VERTICAL DATDM
NGVD29
W :
BASIS OF VERTICAL DATUM:
ON COUNtt ~/GPSZ
URS
i
LD
W O
R
SECT
SE
URSrON COUNTY GPS2 (338 294) TO FEMA REFERENCE MARK 3 (338 33')
E SNG CEN ERLNE GRADE N pppITIONAL REMARKS
4 HGHER CHECK D TO FEMA REFERENCE PRK 2 (7}2 21)
F
M
I . .
C fC IN ERROR +0
H GHER (NO ADJUSTMENT
03
MADf)
PO W .
TH S DRAWING 5 ON THE GROUND
IW COMBINED SCALE FACTOR = 0.99991 Z69
IN
4
.o T vT yr ,___
__~~~~~ __"'_ +
340 7
M
I ro
00
i FoRCE MNN ~
" I N
PROaosfo 12
so z W
°I
=
-
~" ~ ~~
~ ~~
~ CALL TWO WORKING DAYS APPROVED FOR CONSiRUCPON
BEFORE YOU DIG BV: DATE:
32+40 32+80
33+20 ®
DEVELOPMENT RENEW ENGINEER
APPROVAL EKPIREs
1-800-424-5555
UTILITIES UNDERGROUND LOCATION CENTER
nor"~~oni cucc~ Nye JOHN'S MEADOWS ROAD "B" X20 of as
~,,,~ PLAT SEWER
r~rrBRS]fi9001 P02i01551
10R2si-52fi9-am 0 °~,,,,~°w '°`~ vELM, wnsHlNCioN PLAN AND PROFILE C 1.3.4
DA~04-20-200fi
I IW
DUAL SERVICE
CONNECTION
I STA 831+49.23. 21.00 Rr I DUAL SERVICE I
CONNECTION
SrA 832+44.25, 2100 RT SINGLE SERVICE I
CONNECTION I
STA 833+2881, 21.00 RT _Z
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