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EX GROUND
PROPERTY CONTOUR (TYP)
EX OFF51TE TREE
� LINE TO REMAIN TYP
.14 (TYP) ( )
-SEE SHEETS C5.09-05.10
FOR SEWER SERVICE LINE
DESIGN (TYP)
J 76 75 174 73 72 71
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BEGIN ROAD _ 0wu
TRACT `(� �` ` � rxti°� �ti6 �,
(CRI77CAL AREA),
TOP OF SLOPE
BEGIN
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SEWER EASEMENT
x i 42411
77 78 79 80 1 81
15' SETBACK
(TYP) SSMH 3
71- 00
�162LF I I
-*3t 8" PVC
1 0.0185
82 83
SEEC5.02
SHEET
II
STA. 70f21.00, 7.00' RT STA. 17f97.67, 12.00' L T
TYPE 1-48" TYPE 1-48"
RIM O_A . dd 422.84
8" lE /N �89.-�92 (S) 408.79 RIM 5�426.79
8" lE OUT 4i98.�'2-(NE)408.,39 8" lE /N 7-(E)411.84
8"lE/N 41-2 6�(S)411.89
8" /F OUT , (N)411.79
SEE SHEETS C7.02-C7,04 FOR
UTILITY CROSSING NFORMAT/ON.
1-- PROPOSED F/N/SH
GRADE CONTOUR
(TYP)
70 69
68 I / 671 �;
.d.
STA. 72f82.19, 7.00' RT
TYPE 1-48"
RIM 4Z25 z28 425.20
8" If OUT 2- (N) 416.50
89 90
EX TREE -
TO BE SA VfD
(TYP)
SIDE SEWER
PER C.O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
TRACTL
(CR/T/CAL AREA)
SEWER MANHOLE
PER C. O.R. STD DTL 400.1,
SEE SHEET C5.31 (TYP)
=72f87.77 '\
/ r-A In nn An
�75
7.5'
�a1J0
15' BSBL
HIGH PT STA: 71f80.15
HIGH PT EL.• 427.11
PW STA: 71f72.00
PW EL: 427.82
.
100.00 VC
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0
EX/STING GROUND
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0ROAD (TYP)
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PROPOSED GRADE
0 ROAD �' (TYP) �L,4
.
70100 = ROW 6
EL: 422. 00
ROAD IMPROVEMENT
. . .
. .
0 0469
98LF PVC @�
8»
0.0185
162LF
*&F 8"
PVC ®�
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EXISTING ELEV.
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zr
0 ROAD � (TYP)
RO
6
PROPOSED ELEV.
Ui CIO ao
9 ROAD (TYP)
VERT. SC
E.• 1 "-5'
70+00
70+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
SEWER LEGEND
0
0
MY Z
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER P/PE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
`(EYMAP
SCALE: 1" = 30'
0 15 30 60
GENERAL NOTES
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CAAONS.
2. WHERE THE WATER MAIN INS TALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERACAL
SEPARAAON SHALL BE 18 INCHES, OR CONSTRUC77ON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
430 4. CONTRACTOR SHALL FIELD VERIFY CONNECTION TO EXISTING PIPE FOR PROPER AS -BOIL T
ELEVATION PRIOR TO CONSTRUCAON OF MANHOLE OVER LINE.
SIDE SEWER NOTES
420
410
71 +00 71 +50 72+00 72+50 73+00 73+50
SURVEYED: SCALE:
1988
BY OTHERS HORIZONTAL AL AD 1 83/1
DESIGNED:
AS NOTED HORIZONTAL• NAD 1983/1991
ROLL/ HEA VR/N
DRAWN:
MARY MOORE ONE INCH DATUM
CHECKED: AT FULL SCALE
ROLL/ HEA VR/N IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: L/ HE l/R/N SCALE ACCORDINGLY
ROL
CITY OF
RENTON
Planning/Building/Public Works Dept.
1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VAL Vf-5 INSTALLED ON THE
PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT A T THE END OF THE S/DE SEWERS.
3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425508
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
ROW 6
CONSTRUCTION RECORD DRA WINGS
0
0
N
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N
v
0
0
0
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C5.07
SHEET: OF:
43 93