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PORTION OF THE NW 114 OF THE SE 114 OF
SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M
CITY OF REN TON, S TA TE OF WASHINGTON
360
\ FINISHED GRADE
\ FIRE TURN — AROUND
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360
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PROPOSED PRIVATE ROAD FINISHED GRADE
EX GROUND AT SEWER
CAP END & INSTALL
TEMP CLEAN -OUT
\.
CENTERLINE
- -"
350
_
\
\ MAINTAIN 1' M!N CLEARANCE OR INSTALL
TOP= 358.50
-
- - — " - - - - - - - - - - - - - - -
' - - - _ _ _
6" OF ETHAFOAM PR07EC71ON REQUIRED.
IE= 351.53 -8"
_
- - - -_
EXlSANG GROUND
88LF 8'p VC S_
-1 449,
1 +16.61 -31.89 LT PVT RD.
� \
-,
1 +33 -22' LT OUTFACE
V
20LF 8 "PVC S =7.149
1 +16.61 - 31.89 "LT PVT RD.
SSMH #1 -48 0
2 +49.77 -SS LINE
1 +33 -22' LT OUTFACE 340 - -
- -- RIM= 356.50
_
SS 1E= 341.60
SSMH #2 -54" SHALLOW
SSMH' 1 48 "0
# -
1E= 3¢8.73 -IN -NW
\
2 +30.25- 15'RT(SS)
SEE PROFI
RIM= 356.00 CONnNUA7/ON THIS SHEET
1E= 350:10 -1N -W
RlM- 356.50:
1E= 348.63 -C!lT NE
W /MANHOLE CONNECTIONS
6" SS STUB
7E= 348.73 =IN �NW
15LF 6" SRVC
IE= 350.00 -OUT
1E= 348.63 - OUT -NE
PER DETAILS T141S SHT & 9
1E =360.0 SCALE
SCALE SCALE
1 "=20' HORZ
"=20'
W /MANHOLE' CONNECAONS
MIN. BENDING RADIUS IS 35 AMES
H 1 " =20'
H 1
1 " =5' VERT
PER DETAILS THIS SHT & 9
THE DIAMETER. VERT OR HORIZ.
V 1 " =5'
V 1 "=5'
MIN RAD =35x10 (G0)= 350%12 =29'
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2 +00
3 +00
DRISCOPIPE ARC DETAIL CLEAN our
NTS
8" STRAPPING SADDLE
AND CONNECTION TEE
EX 12" SEWER PIPE
FINISH GRADE WITH GROUND COVER
4 LF 12" N -12 ADS SLEEVE
FINAL BACKFILL CLAMPED SECURELY BUT
ALLOWING DRISCOPOPIPE
TO SLID FREELY
6 "t NATIVE SOIL
z
\ 3"
PROCTOR 90 COMPACTED 8" ID DRISCOPIPE
SOIL ENVELOPE
\ BEDDING
FOUNDATION
* IN SUITABLE SOILS, THE CONSTRUCTION OF
A BEDDING AND /OR FOUNDATION MAY NOT
BE REQUIRED.
DRISCOPIPE TRENCH DETAIL
NTS
4 +00
SAI l TAR Y SEWER
1" MIN. DIAM. STEEL
ROD (STRAP) CLAMPED
SECURELY TO 12" SLEEVE
3" ID DRISCOPIPE IN 12" SLEEVE
2'
SECTION Y -)
Y�
CONCRETE FOOTING
EXCAVATED INTO
NATIVE SOIL
DRISCOPIPE ANCHORS
NTS
mamma
VER77CAL OR HORIZONTAL
330
320 - - -
16 :14) :2
\
310
201LF 8" ID DRISCOPIPE WITH
ANCHORS AT 30' MAX. SPACING. SEE
INSTALLA -77ON- DETAILS -
SA NI TA Q Y Qr VU` 14 8" ID DRISCOPIPE 1000
SDR 26 PIPE. MAINTAIN 1 ' MIN
COVER FOR PIPE PR07FC77ON. USE
300 HAND- EXCA- VA77ON FOR TRENCHING. 300
SEE TEMPORARY EROSION PLANS
FOR COVER PROTEC71OiM
V
290
DATUM ELEV
285.00
K
3 +32- OUTFAALL LINE iV
SSMH- C0#1 -8 "0
RIM =295.0
IE= 289.20 -8" HDPE
3 +35- OU7FALL LINE
SS- CONNEC 77ON
SADDLE AND TAP EX 12"
HOPE SEWER PIPE
is —moo Knl 1711E IOC
360
350
340
330
320
310
c
290
h
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1 +00
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2 +00
OJ�oRH.
WASH
Fe
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s47Q
G1
SIGNAL
EXPIRES 6/22,05
3 +00
RECOMMENDED
FOR APPROVAL
BY ��1a7>��DATE
BY DATE s' of
BY DATE
BY DATE
1 71915SIT.DWG
BY DATE ( I lslElw
SCANNED OCT 0 8 2