HomeMy WebLinkAboutS-425508Z
ti
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Z
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EX GROUND
CONTOUR (TYP)
PROPERTY
� LINE EX OFFSITF TREE
TO REMAIN TYP
W (TYP) (TYP)
76
W
W i �
Qj
707L00. 0
BEGIN ROAD y _ 0
TRACT`(
(CRITICAL AREA), -
SEE SHEETS C5.09-05.10
FOR SEWER SERVICE LINE SEE SHEET
DESIGN (TYP)
C5.02
75 � 74 73 72 1 71 [T� I 1
-v 71 f72.00, ROW 6 = -\
17*90.67, ROAD A
I
TOP OF SLOPE �it i SEWER EASEMENT
mi
BEGIN
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� 424 / I
� NI
77 78 \755UH
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15' SETBACK
(TYP)
00.0199
�18-
STA. 70*21. 00, 7.00' RT
TYPE 1-48"
RIM 422.85
8" IE /N 409.02 (5)
8" IE OUT 408.92 (NE)
STA. 17f97.67, 12.00' L T
TYPE 1-48"
RIM 427.25
8" IE /N 412.37 (E)
8" If /N 412.37 (S)
8" IE OUT 412.27 (N)
SEE SHEETS C7.02-C7,04 FOR
UTILITY CROSSING NFORMAT/ON.
PROPOSED F/N/SH
GRADE CONTOUR
(Typ)
70
69
STA. 72f82.19, 7.00- RT
TYPE 1-48"
RIM 425.28
8" IF OUT 417.12 (N)
68 67/ I \�) / /
90
EX TREE
TO BE SA 6D
(Typ)
SIDE SEWER
PER C.O.R. STD DTL 406.1,
SEE SHEET C5.31 (TYP)
ti
t , TRACT L
(CRITICAL AREA)
SEWER MANHOLE
PER C. O.R. STD DTL 400.1,
SEE SHEET C5.31 (TYP)
72f 5 77
i re in nn e n
t7.5'
-7.5'
15' BSBL
HIGH PT STA: 71 *80.15
HIGH PT EL.- 427.11
PV/ STA.- 71f72.00
PV/ EL: 427.82
.
100.00 VC
0
0
EX/STING GROUND
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p
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®ROAD (TYP)
mm
WW o�
it
y'
PROPOSED GRADE
® ROAD � (TYP) N
.
70f00 = ROW 6
EL: 422. 00
/
3.38%
i
-
ROAD IMPROVEMENT
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. . . . .
@ 0.048
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EXISTING ELEV.
.
�
® ROAD � (TYP)
RO
V
. . .
. .
. .
PROPOSED ELEV.
HOR/Z. SCALE.
I" JO'
® ROAD f (TYP)
VERT. SCA
E. ID 5'
70+00
70+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
71 +00
71+50
72+00
72+50
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
ROLL/ HEAVR/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA VR/N
SEWER LEGEND
0
0
SEWER PIPE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
KEYMAP
SCALE: 1" = 30'
0 15 30 60
GENERAL NOTES
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.
430 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
420
410
73+00 73+50
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
1. MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
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 SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMATON.
10/11 /23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425508
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING WASTEWATER UTILITY
yqi 12/06/2023 jstowell 11 /13/2023
N
DATE:
O
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
SA NITA R Y SEWER PLAN & PROF/LE DRAWING N0: O
C5.07 �
ROI A�G SHEET: OF:
�l �/ v 43 93
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