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SEE SHEET 05.04
44 1_ 45 M 3- -1 SEWER MANHOLE
54 59.91, ROW 4 = - - - PER C. O.R. STD DTL 400.1,
12f89.35, ROAD A SEE SHEET C5.31 TYP
SEE SHEETS C5.09-05.10 - - = _
'LT
FOR SEWER SERVICE LINE
DES/GN (TYP) 46
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%� STA. 12f83.35, 5.00
IJ 30 RIM 430.18
4
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SIDE SEWER I I /
PER C. O.R. STD DTL 406.1, 47
SEE SHEET C5.31 (TYP) _
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_JI 8.1E IN 415.39 (S)
29 8" 1E IN 415.39 (W)
8" 1E /N 415.39 (E)
8" lE OUT 415.29 (N)
48 _
28 \
STA. 52*76.26, 8. 92' L T
TYPE 1-48"
R/M 434.58
8" IF OUT 426.39 (E)
15' BSBL
TRACT L
(CRITICAL AREA)
SEWER EASEMENT
' 182LF 8" PVC
00.0604
TRACTA
(ACCESS & UTILITY)
26
25 I
24
1,
TRACT M
(OPEN SPACE)
22
/ 23'`,
SEESHEETS C7.02-C7.04 FOR
UT/L/TYCROSS/NG NFORMAT/ON.
10' UTILITY EASEMENT
(TYP)
SEE SHEET PROPOSED FINISH -
C5.03 GRADE CON��)
52fOQ,_ � � � -
'.r.
PROPOSED STREET
LIGHT (TYP)
SEE SHEET
C5.08
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L_
IO TRACTN
(OPEN SPACE) , I : `•
115 00
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BSBL TYP o
o PROPERTY LINE
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51 f37.96, ROW 4CD
=
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EX GROUND
CONTOUR (TYP)
1 q
-50f00.00, ROW 4 =
80f 00.00, NE 12TH ST
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HIGH
T STA: 51f46.93
LOW PT ST
: 50f4>.99
H/G
PT EL: 437.21
LOW PT
434.72
P
STA: 51f37.96
PV/ STA:
50*50.00
I/l EL: 437.81
PW EL:
434.39 O
80.00' VC
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0 50.0
VC o
EXISTING GROUND
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® ROAD �' (TYP)
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ROW4
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EX/STING ELEV.
PROPOSED ELEV.
HOR/Z. SCALE. 1 "30'
® ROAD (TYP)
® ROAD (TYP)
VERT. SCALE' 1 "=5'
55+00
54+50
54+00
53+50
53+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
52+50 52+00 51 +50
1 REVISED PER CITY COMMENTS
2 REVISED PER CITY COMMENTS
3 REVISED PER CITY COMMENTS
Ora
51 +00 50+50
M J S
7/26/23
HHH
SURVEYED:
BY OTHERS
K E L
9/ 12/23
HHH
DESIGNED:
HOLL/ HEAVR/N
KEL
10/11/22
HHH
DRAWN:
MARY MOORS
CHECKED:
HOLL/ HEA VR/N
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
50+00
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.
SEWER LEGEND
0
0
SEWER P/PE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
GENERAL NOTES
tiF
SG�
SFT
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I I I I
_7F
NE 2TH ST
`(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
ELEVATON PRIOR TO CONSTRUCTON OF MANHOLE OVER LINE.
SIDE SEWER NOTES
1. MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWA TER VA 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 /NFORMATON.
O
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10/11 /23
conCIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425506
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023 '
N
ODATE:
TOWNS ON 12TH 10/11/2023
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
SA NITA R Y SEWER PLAN & PROF/LE DRAWING N0: O
C5.05 �
ROW 4 SHEET: OF:
41 93