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SANITARY SEWER NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER Or STRUCTURE.
2. OFFSET DISTANCES AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
ARE SEWER STUBS
SANITARY DETERMINED FROM THE EASEMENT CENTER
N E
LINE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
Q EXIST EDGE OF EX W',4T
2% FROM THE SEWER MAIN LINE. ACTUAL LOT INVERT CAN BE HIGHER,
® ® PVM'T -N. SIDE BUT A 0.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE,
W EXIST EDGE OF THE STORM WATER QUALITY FACILITY AND THE STORM LINE IS TO BE MAINTAINED.
W 5) PVM'T -S. SIDE 3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES
I-� - - -- - - -- ARE TO BE TYPE 2 -48" AS SHOWN ON SHEET 8.
4 AND STREET OVERLAYS R CURRENT CITY OF
RENTON TRENCH RESTORATION ATION ANDSTREET OVERLAYREQUIR REQUIREMENTS.
y SEE DETAIL ON SHEET 4.
5
/ . CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
9 7 16'
EX SS MH 0 / I OR UTILITY SEPARATION EXHIBIT
RIM EL= 208.50 - ' SEE SHEET 2 F
IE EL= 196.95 z I EX WAT EXISTING FENCE
/
1 00 ER METER (TYP)
(CNTR CHNL) I '
M
o °' o cD
Q, EX 8" S. ° I n
N LEGEND
�s
` 0 0 ti a N i MIN F.F. CATCH BASIN
° H Z O z MIN F.F. EL= 201.2 F. EL= 204.3 -
w o y n o EX. 1; 4.68' -8.. I SEE SHEET 2 FOR
N 3 a QS SANITARY SEWER MANHOLE
W I o o aS. @ &61% I EME TS MIN F. EL= 210.6 MIN F.F. EL- 214.5 N EXISTING FIRE HYDRANT
FBI N �Q W FRONTAGE IMPROV MIN F.F. L= 215.3 'c& EXISTING WATER VALVE
V W a3 I �)
J'
I � F � POWER POLE
U m0 �T EX WAT METER w L/j�
OQ 16 STA 5 +54.7 18' LT O� � �I', QO ' I EXIST. RES. LOCATION
�` "' MIN IE =198.2 onq � aDON
25' 25' (26.0' 0 2 0%) 4 o N +11® � EXISTING STORM LINE
x - SSMH #1 PROP. TYPE 2 -48" + N ® ( (o w ^ N�
Y I 26' ACCESS & cow_ -fir EXISTING SEWER LINE
�o 3 m STA 5 +25.25 8.00' RT (ACCESS) I UTILITIES ESM'T ' �?rNi v
o o w STA 12 +86.99 0.12' RT (N. 32ND) a z ��
z EXISTING WATER LINE
RIM = 208:51 TO CITY OF RENTON N STA 7 +47.6 12' LT
IE 8" IN, OUT (E,W) 196.25± I / MIN IE =211.5
(CNTR CHNL) I I- \' (20.0' 0 2.07.)
IE 8" IN (S) 196.35± O
o w m o 13 00 _ _ - :.' I __. 4' WAT
N
:W cn _.
Sm 2'
99.27'- P.V.C. 0 4.34% PROP 8" SS LINE STA 8 +07.4 8' RT
123.09' -8" P.V.C. 0 8.32%
o o MIN IE -212.3
L (59.7 0 2.0 %)
tee"
6" SSS (TYP)
_ GRAPHIC SCALE
H 2 P OP. TYPE 2 -48"
C � SSM
.R
s
u �2 S.OQ' RT p o to zo a ro
STA 6 +24.
v Of RIM EL= 210112
3 IE 8" IN (S) = 200.76
Q IE 8" OUT, (N) '= 200.66 ( IN F )
I f w I I 1 laeh = 20 ft
o
o SSMH §3 PROP. TYPE 2 -48"
U In
o m x (3 STA Ij RIM EL 4 00' RT
2 8.00
EX. 117.20' -8" IE 8" OUT (N) = 211.00
IE6 "IN(E)= 211.10
S, S. @ 0.61 % 12 0 I IE 6" IN (S) = 211.10 NOTE: AVOID CUTTING UNDERGROUND
N n. UTILITY ONES. ITS COSTLYI
z O a I EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
Ld w IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EX SS - MH ON f EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- (�
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
OU RIM EL= 206.00 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before you
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
IE EL- Dig.
0
TO CNTR CHNL) S UNDERGROUND SERVICE (USA)
w
U �
EXIST STORM CULVERT INLET RECOMMENDED •c 01 W;sHyF:
o FOR APPROVAL
w STA 11 +32.0 11.61 'RT
° I IE IN 12" CPEP = 202.90
BY
144.7' -12 CPEP @ 7.8% 4
BY
ss AL** L EN��
z WW� J EXPIRES 5 -13 03
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j �' SCANNED FES 15 2302
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