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EX GROUND I I �j kj��661
CONTOUR (TYP)
TRACT"CE)X
(OPEN SPA
EX TREE \
TO BE SA VfD
(TYP) 75'
15' BSBL 11
(TYP) —
Y l SEWER EASEMENT
TRACT L W/1 6 77,
53 l 54 55
R (CRITICAL AREA) / :; F --- 7-`
SSMH 14
STA. 51 f84.81, 7.00' L T
TYPE 1- Oo
RIM-, 42J86
8" IF OUT ft5:9;7 (E) 415.56
420
410
52+50
SEE SHEETS C5.09-05.10
FOR SEWER SERVICE LINE
DESIGN (TYP)
SIDE SEWER
PER C. O.R. STD D7L 406.1,
SEE SHEET C5.31 (TYP)
65 64 63
51f77.31 /
END ROAD'
51f68.86
EL: 42J 96
1E BREAK
51f77.31 /
424.05
1.00%
h
�o
�L4.j
F1W
�I
EX/STING ELEV.
0 ROAD � (TYP)
PROPOSED ELEV.
0 ROAD � (TYP)
52+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
w
SEE SHEET
50f 00.00, ROW 5 =
14149. 57, ROAD A
C5, 02
` I
\ d•
TRACT)
62 -
\
(STORM DRAINAGE)
SEWER MANHOLE
PER C.O.R. STD DTL 400.1,
\
SEE SHEET C5.31 (TYP)
�o
428\
�?
00
PROPOSED FINISH
a
GRADE CONTOUR
(TYP)
STA. 14f26.10, 4.40' L T
56
57 58
�-
TYPE 1-48»
RIM *2;7-;7cQ, 427.17
\
Q
8" lE /N Ohf 59 (S)414.17
8" If /N 411-6 (W)414.17
18 8" PVC
10' UTILITY
SEE SHEET
8" If OUT 414 48 (N)
0 9-6675
EASEMENT (TYP)
C5.01
414.07
0.0075
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
Em/
430
PROPOSED GRADE
0 ROAD � (TYP)
51 +50
-2 00%
KEY MAP
N
SEWER LEGEND
0
O
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EX/SRNG SEWER PIPE SCALE: 1 " = 3 O'
SEWER PIPE FLOW ARROW
SEWER STRUCTURE 0 15 30 60
SEWER CLEANOUT
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAL
SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON 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 CONNEC77ON TO EXISTING PIPE FOR PROPER AS-BU/L T
ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE.
SIDE SEWER NOTES
420 1. MIN/MUM SLOPE ON 6" S/DE SEWER LINES /S 29
2. UNITS NUMBERS MARKED W/TH A "*" W/LL HAVE BACKWA TER VALVES INSTALLED ON THE
PRIVATE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON.
RO 5
HOR/Z. SC E.• 1 "=30'
VERT. SCAVE.• 1 " 5'
51 +00 50+50 50+00
SURVEYED:
BY OTHERS
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
HOLL/ HEA VR/N
REVISION BY DATE APPR APPROVED:
HOLL/ HEA VR/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
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-425507
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 5
O
0
0
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C5.06
SHEET: OF:
42 93
CONSTRUCTION RECORD DRA WINGS