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EXISTING 13 "o SEWER
CLEANOUT (TYP.)
SEE SANITARY SIDE SEWER
TABLE ON THIS SHEET
7
FF= 453.80
3' MIN. (TYP.)
(SEE SHEET SS -03)
S 28TH STREET
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A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
1 SSMH /1, TYPE 1 -48"
1 ::I STA. 13 +75.69, 3.24' RT. SSMH #2, TYPE 1 -48"
STA. 5 +03.28, 4.45' LT. STA. 6 +43.43, 6.61' LT.
/ RIM = 450.55 RIM = 452.93
/ IE IN= 441.60 8 "0 S IE IN= 445.49 6 "0 SE
CONNECT TO EXISTING 8 "0 SS. IE OUT= 445.22 8 "0 N
CONTRACTOR TO VERIFY SIZE AND DEPTH 1 4
I PRIOR TO CONSTRUCTION, AND NOTIFY
26' PRIVATE ACCESS
} ENGINEER OF ANY DISCREPANCIES. FF= 455.47
. 13 AND PUBLIC
UTILITY ESM'T.
..I FF= 453.90 IiI - -- - --� --
-1 140 L.F. 8 10 PVC S.S. J
0 S = 0.0259 FT. /FT. 6 +00
0
6 1-- -- -'IF p- / , v .
FF= 453.00 - /-C:'
it a i�I PROPOSED WATER
� BEGIN ALLEY IMPROVEMENTS
1 ::I STA. =5 +26.50, AT CL
CL INT'X /� I I/ : JOINT UTILITY
17
STA 13 +71.19, S 28TH STREET TRENCH (TYP.)
STA. 5 +00.00, ACCESS ESMT / I FF= 452.70
5 I I I I 1 10' PRIVATE JOINT
FF= 452.30 / - .._. _.L.I_ :: UTILITY ESM'T. (TYP.)
460
450
445
440
435
PROPOSED
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(lDYr,ND,ORWA)
P.
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(SEE SHEET SS -02)
STA
V- =
ACCESS EASEMENT
(PRIVATE ACCESS EASEMENT)
ACCESS ESM'T.
BEGIN ROAD
.01) M
D PROVE,MENTS
WA. 01�b ......_
ELEV. 451.05
6 "0 S.S. 0 2.00
MIN. (TYP.)
I
EID ALLEY IMPROVEM
STA. =6 +67.43, AT CL
SED GRADE ® q
3 GRADE 0
STA. 5 +03128,
' RIM = 450.5
IE IN= 441.60
4.45' LT.
8 "0 S
DOWNSTREAM
S.S.M.H.
SERVICE INVERT
ELEVATION AT
S.S. MAIN
LENGTH OF
SERVICE FROM
SS MAIN TO
S.S.C.O.
E OUT-441.57
a "o W
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
14
CONNECT TO
EXISTING
$ "0 SS.
447.60
10
CONTRACTOR
TO VERIFY
I SIZE AND DEPTH
2
445.49
PRIOR TO
--ONSTRUCTIONJ,
AND NOTIFY
449.00
453.0
ENGINEER
7 ANY DISCREPANCIES.
1 445.49
21
447.04
5 +00 5 +40
5 +80
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1 SECOND SUBMITTAL
101011
8 "0 N
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16
FF= 454.70
15
FF= 455.50
ELEV. -- 453.46
. lX- F Flan.
SANITARY SIDE SEWERS
LOT
DOWNSTREAM
S.S.M.H.
SERVICE INVERT
ELEVATION AT
S.S. MAIN
LENGTH OF
SERVICE FROM
SS MAIN TO
S.S.C.O.
INVERT
ELEVATION
AT S.S.C.O.
LENGTH OF
SERVICE FROM
S.S.C.O. TO
STUB
INVERT
ELEVATION AT
S.S. STUB
STRUCTURAL
PAD ELEVATION
14
2
445.49
14
447.60
10
448.80
452.8
15
2
445.49
59
447.50
10
449.00
453.0
16
1 2
1 445.49
21
447.04
1 10
44810
1 452.2
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117 TIFPAFT2(FA7 FOR SANITARY SIEWERS OCTOATR '012
n
SCALE: 1 =20' HORIZ.
1' =5' VERT.
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY.
CONTRACTOR TO VERIFY LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION.
2. FOR TRENCH SECTION ON THIS SHEET.
3. FOR SIDE SEWER CONNECTIONS SEE SIDE SEWER
CONNECTION DETAIL THIS SHEET. SEWER STUBS TO
THE PROPERTY LINE SHALL BE 6 -INCH 0 2%
SLOPE FROM MAIN TO RIGHT -OF -WAY THEN UP TO
SEWER STUB ELEVATION UNLESS OTHERWISE NOTED.
4. MANHOLES LOCATED IN DRIVEWAY APPROACHES
SHALL BE SET TO FINISH GRADE, MANHOLES
LOCATED IN UNIMPROVED AREAS ARE TO BE SET A
MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE
FINISH GRADE, OR MUST HAVE 2'DIA CONCRETE
RING POURED AT GRADE. WHERE MANHOLES
LOCATED IN PAVED AREAS, COVER MUST SLOPE IN
ALL DIRECTIONS TO MATCH PAVING.
"I'll ONE
3_0.,
F.TLRE
6" RLIIAN.. S-M1 WL EIW FAYC S•AFR
- _- 3=
W I `VX E- S1UD NA9gM(: POST FANNED
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CAST IN(M11i11G O COLCM1 f8 WRE
WUR'FLp ARCLNF, THE STUD AID
(CAST 9F : �ANN"U EQUAL. f %fetDED N TE RF ff 11L SNJ.
SPECIFY '580&(1' IW IP..
6" 9lV iS NL" fNA 3LI L9WG BEN =_R N -E S-D. FINE <UJ.1 FOR
IICTAI I ATp
AE(FPTAOIE PRO'SCurEE rW 90L SEWER OO.INECRMS TO MAIM
LNCS M= AS FOLLOWS:
A. •n1F6.LG CLA'MAIN - CLT A A NEW "EE USMC - IFXBUE
I:IIUPLN(v (FEIMCO OR APPRO\'LD EWWA .
0 CCNS.ETE MAIN CYME- ➢MLLE] WR A RCVAC JAJ]L£ (M
APPRCME) EWA)
C. P: "O MAIN LURE WNI WN A R6[AC SllglE SCR AY`ROVED
72VAL) OR CUT M A VIER W 119ML NWW CgIpIEEOe,
C. DUCTILE IRON MAIN - CORE- CRLLLEO WlH A ROfAC SIO)1E (OR
AAPROwD EOJAL)
E. MANHOLE CCINNECT.CA A 1 :OINFC71ONS 10 MANnOLFS to BE
AT MANLFA=FlUO d0][ -0113 UR TIE
SNUCILR.L 5FALL K CCRE- DRRIFC.
SO" ALLOWABLE MAX.
OR CAST IRON PIPE
OR DLCTI_C IRON PIPE.
1:3:5 MIX } p% N
'LOCKING dP \ \A z. �kg"tf 0�b�E
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r 1 2X MIN SLOPE
HOH.ZONTAL
6' SIDE OJT-ET TEE
SFNFR
6" MIN. IRAN SEYER 11 IN
OF TEE A7 WAN O'F_R ]s
T CAI SIDE SEVIIER f EVAlION
EIEVATi(MJ - _
NOTE
UNLESS OTHERWISE SFOVN ON PLAN. SCE S-MM SHALL HAVE
A AIN MUM 1.5' CO1ER AT PR(PFRTY .,NE OR 3 -5' LOWER
-HAN THE LOWEST HOUSE ELVAT!ON, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER SID. PLN - 408.1
DEPARTMENT INSTALLATION --
(SEWER MAIN TO PROPERTY LINE) SEPTEIIAER 2011
Sm372906 CHECKED FOR COMPLIANCE TO CITY STANDARDS
s. . Zel
- +�"W'969 CITY OF LaRosa
MRNMrtAL IVO IBN/199t
RENTON SANITARY SEWER PLAN AND PROFILE
0XE 1Xpi DATUM
Ar tIM Planning /Building /Public Works Dept.
IF INT WE NCM
ECVE AfLOIDI16LY
C® S- 3 -7 -.�LA0(v
05/12/201
SS -05
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