20090210 Redline Sewer 1 01252013UI
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- - - RESTORE DISTURBED SURFACES IN
ACCORDANCE WITH THE RESTORATION
DETAIL ON SHEET 01.2
-- I INSTALL 50 LF 2" SCH. 40 PVC; PIPE --
/ SLOPE 0.0050 FT /FT
/ SEE ARCHITECT'S PLANS AND DETAILS
/ FOR FUELING STATION DESIGN
/ INSTALL OIL STOP VALVE VENT-
/ (SEE DETAIL SHEET C.1.2)
/ IE= 334.37
--
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SECTION 19, TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.
THURSTON COUNTY, WASHINGTON
EXISTING CICANOUT
7 DUI
T- 333.29
II
EXISTING PUMP CHAMB //`�'�� _e
RIM -33621
INS7g�L� @ VC^CL"P EANOUT &
/2"�BEN AS REQUIRED
7" IE= 33 4.72
EXISTING 1500 GAL. SEPTIC L
RIM = 336.34
\IE 6" PVC= 333.26
TOP TANK= 334.30
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INSTALL 24 LF 2" SCH, 40 PVC PIPE
SLOPE-0.0050 FT /FT
REMOVE EXISTING ABANDONED
SEWER SERVICE AS REOIRRED
OCQP /PLUG EXPOSED ENDS
INSTALL VORTCLAREX VCL30 OIL WATER SEPARATOR
OR APPROVED EQUAL W/ HS -20 TRAFFIC PALED COVER
m RIM =33125
4' IF (IN) 333.95
4"d3.9
`— INSTALL 4" PVC ED A.NOUT U —
W/ TRAFFIC RATED CLEANOUT COVER "---`_
IE =333 92
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sp a PROTECT �
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— fNSTALL -`T '
4 4" PVC PIPE VICINITY MAP
uca ucP ASTM -3034 SbF
u p � SLOPE-0.0200 FT /F'T/E`
i N.T.S.
Oc,, uc INSTALL CUT —IN —TEE
l p FIELD VERIFY DEPTH, MATERIALS, AND 51ZES
PRIOR TO CONSTRUCTION AND ORDERING PAR1s
PVC SPOOL LENGTHS AS REQUIRED
6" FL= 333.52
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337'
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,,338 oZ� FP - / _ - U„rP' ,v%es.fi `"�� Ir I.Je•- I lip
35 x SCH. 40) m
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1 - ""'- -- - --- EXISTING CLEAfJCU-
RI
f MIE 3 70
34,
1
I 6° IE= 334.75
—'-- SIPAPA VOR / TRAFFIC F OIL /WE _R
SFPARA TOR W/ TRAFFIC RATc'D LID
RIM . =:338.10
4 IST �N C04 JSTU
C s 4" IF OUT 334.82
EXISiIf -! STUB-OUT
EXISTING 4" STUB -IJUT
IE= 335.20
�ss
=, ss
INSTALL TYPE 1 CATCH eases
W/ HERRINGBONE GRATE
& OIL STOP VALVE
(SEE DETAIL SHEET Cf.2)
RIM =33727
IF AT (W)-334,29
INSTALL TYPE i CATCH BASIN IF OUT (E)= 334.21
W/ HERRINGBONE GRATE
/ CONSiYRUCT BOTTOM FLUSH WITH INVERT INSTALL 73 LF 4" PVC PIPE-
/ RIMM�337.27 ASTM 03034 SOR 35
IY OUT (E)= 334.89 SLOPE. =.0.0200 FT /FT
INSTALL 34 LF 4" PVC PIPE INSTALL 4" PVC TEE (ADD .Jy
ASTM D3034 SDR 35 INSTALL 4 "x2" REDUCER'(3bR
SLOPE-0.0200 FT /FT 4" F1= 334.00 /
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�AS - --
uca —
EP
EXISTING
WATER LINE
BOLLARD
YARD HYDRANT
LUM)NAIRE
WATER VALVE
FIRE HYDRANT
SEPTIC PUMP CONTROL PANEL
WATER LINE
SEWER LINE
GAS LINE
UNDERGROUND POWER
EDGE OF PAVEMENT
FENCE LINE
LEGEND
Civil•Municipal•Geotechnical -Land Surveyi
Jerome
PROPOSED
Morrissette
CLEANOUT
Associates
CAP / PLUG
P.S.
TYPE 7 CATCH BASIN
Road S.W.
FLOW ARROW
a--
GRADING SYMBOL
F -G
X'�X XX
FINISHED GRADE
0
POTHOLE
ss —
SEWER MAIN
VENT MAIN
—� - --
FLOW LINE
SA WONT LINE
U
i STRAW WATTLE
�—
NEW CONTOUR
t
NEW EDGE OF PAVEMENT
Jerome
W.
Morrissette
&
Associates
Inc.,
P.S.
1700 Cooper Pt.
Road S.W.
#13-2, Olympia, Wa.
98502-1110
Ph 360.352.9456
Fx 360.352.9990
SCALE: 1 " = ?0 FEET
0 5 10 20
DATUM: N.A.VD. 29
Support Operations Center 1 r
Fueling Station
Yelm School District
Sewer Dept. Review
1/25/13 by Randy Hatch & lim Doty
1. Connection to new side sewer needs to have a wye at the connection not a tee.
2. The new side sewer on these drawings is incorrect. There is a wye and cleanout at the
approximate location of the new connection.
3. There needs to be an emergency shutoff valve on the outlet of the oil water Separator such as a
knife gate or similar apparatus that can be easily accessed and manually operated in case of a
_ fuel spill to contain the spill in the oil water separator and prevent contamination of the STEP
APPROVED FOR CONSTRUCTION Tank.
BY: DATE: CALL BEFORE YOU DIG:
DEVEnPMENfREVIEB'ENGINEER THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALI. UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1- 800 -424 -5555
APPROVAL A MINIMUM OF 48 HOURS PRIOR TO ANY CONSTRUCTION.
EXPIRES: _ __..
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Project: 2010 -16
Drawn:
Sheet:
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