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C5.06
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TYPE 1-48"
RIM 4
V,78 427.17
8"IEIN 0 � 68(5) 414.17
8"IE/N 410 5&(W) 414.17
8" IF OUT (N) 414.07
SIDE SEWER
PER C. O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
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SEE SHEETS C5.09-010 FOR
SEWER SERVICE LINE DESIGN (TYP)
STA. 12f83.35, 5.00' L T
TYPE 1-48"
RIM 0494 42955
8" If /N 406- 99- (5) 415.05
8" 1E /N 9- (W) 415. 05
8" If /N -t ff.39- (E) 415.05
8" If OUT-4-4--29 (N) 414.95
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STA. 11*48.29, 5.00- L T
TYPE 1-48"
RIM 4-F&fr9 428.09
8" If /N -4 6& Oiz (W) 415.84
8"lEIN 7(E) 415.84
8" IF OUT-ffE.•9.7 (N) 415.59
SEE SHEET
C5.O8
SEE SHEET
C5.08
HIGH PT STA: 12*85.84
HIGH PT Z L: 430.28 LOW PT STA: 10 65.77
PW STA.- 13f00.00 LOW PT EL: 42788 h
PW EL: 430.68 PV/ STA: 10*60.00
. oo 100. 0 ' VC oo o PW EL: 427. 8 0
12f84.29 = ROAD A h 0 50.00 VC o Q
PROPOSED GRADE o; o o ^ o
30f00 =ROW 3 IN Q ``' °^° o W
0 0 ROAD f (TYP) d d o� 3 °y° oo Q=
Q h EL: 430.28 0 0 ,?
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� s c� c� 12f89.35 = ROAD A o o
o EXISTING GROUND > > . o, n �;; W c;; Lj �i w
0 ROAD � (TYP) 54f59.91 = ROW 4 �� ^o� Q2L ��
1 �irl� EL: 430.28 _ . ��. �� mm ��•.
V 430
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W _2.24q \�
W I 0
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QO'' 420 I
142LF 0.0055 134LF 0.0040
. . . . . . . . . . . . . . . . . . . . . .
V1 82LF 0. 0053 142E-F 8" PVC 0 B BB56 F 8" PVC 0 B BB59- ' .
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Q 410
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h 00 00 00 R1 00 h 00 CIO CIO
-03 ...... ...... ROAD ..... ..... ........
EX/STING ELf .. PROPOSED ELEV. HOR/Z. SCALE.• 1 "30'
0 ROAD (TYP) 0 ROAD � (TYP) VERT. SCALE 1 N=5'
vN
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N
15+00
14+50
14+00 13+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
13+00
w
12+50 12+00 11+50 11+00 10+50
SURVEYED: SCALE:
SY OTHERS AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE ONE INCH
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
ROLL/ HEA VR/N
10+00
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
EX GROUND
CONTOUR (TYP)
10f 00. 00, ROAD A =
81f89.10, NE 12TH ST
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SEWER LEGEND
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0
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0
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E 12TH ST
SEWER PIPE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
GENERAL NOTES
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CATONS.
2. WHERE THE WATER MAIN /NSTALLATON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTCAL
SEPARATON SHALL BE 18 INCHES, OR CONSTRUCTON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNECTON TO EXISTING PIPE FOR PROPER AS -BOIL T
430 ELEVATON PR/OR TO CONSTRUCTON OF MANHOLE OVER L/NE.
420
410
CITY OF
RENTON
Planning/Building/Public Works Dept.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 29
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VA VES INSTALLED ON THE
PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT A T THE END OF THE S/DE SEWERS.
3. SEE SEWER SERVICES PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMATON.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
SA NITA R Y SEWER PLAN & PROF/LE
ROAD A (START- 15+00)
CONSTRUCTION RECORD DRA WINGS
0
0
0
N
N
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DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO: �ijh
C5.01
SHEET: OF:
37 93