HomeMy WebLinkAboutS-425506Z
ti
O
Z
O
O
L6
v
450
430
420
N
N
44 -t45
T r,
54f59.91, ROW 4 =
12189.35, ROAD A
W
ZO eA
Wv1.�o
p p ,
ID
SEE SHEETS C5.09-05.10 -
7
FOR SEWER SERVICE LINE
DES/GN (TYP) 46
I i
S/DE SEWER J 47
PER C. O.R. STD DTL 406.1,
SEE SHEET C531 (TYP)
48
EET 05.04
M I 31 SEWER MANHOLE
r PER 0 O.R. STD DTL 400.1,
T SEE SHEET C5.31 (TYP)
I �
49
/
50
51
SSMH 15
STA. 52*76.26, 8. 92' L T
52 d..
TYPE 1-48"
R/M 430 58433.58
8" If OUT-4zW 49• (E)425.73 .
a,
15' BSBL \` TRACT M
\ (OPEN SPACE)
TRACT L
(CRITICAL AREA)
\,26
25
24
STA. 12f83.35, 5. 00' L T
TYPE 1-48"
RIM 038-1& 429.65
8" If /N -0 1-9 (S) 415.05
R If IN (W) 415.05
8"1E/N 0*J9 (E)41505
8" If OUT 9-(N)414.95
SEWER EASEMENT
182LF
-48z'4F 8" PVC
0_98696
0.0587
TRACTA
(ACCESS & UTILITY)
k 22
23
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
PROPOSED STREET
LIGHT (TYP)
SEE SHEET EX GROUND
C5, 08 CONTOUR (TYP)
TRACT N I ti a
(OPEN SPACE) , I
10' UTILITY EASEMENT
(TYP)
SEE SHEET PROPOSED FINISH -
C5.03 GRADE CONTOUR
)
/YVVI/ SF "i�
52f0Q,_
x
EX TREE
TO BE SA WED
(TYP)
IQ
50f 00.00, ROW 4 =
80f 00.00, NE 12TH ST
U N
Ln
11
�z
O U
CO Z
� U
0 51 f37. 96, ROW 4 =
0 79f97.66, NE 12TH STA
-M
115 0
I.
17 . O ►IINI
BSBL TYP p �I
-� 100
Y6' ` �6
PROPERTY LINE
vLL J/7LC /
(ia7, Vl3
HIGH,PT
STA: 51f46.93
LOW PT ST
: 50f4>.99
H/G
. P
PT EL: 437.21
STA: 51f37.96
LOLO W PT
434.72
STA:
50f50.00
I/l EL: 437.81
80.00' VC
o PW EL:
434.39 0
50.0
VC o
EX/STING GROUND
'•
0 ROAD �' (TYP)
j j
I I I I o
j c:i �i
�%i W W .� d,
� I.
Lai Lai
Qrj
.
Q
PROPOSED GRADE
rn o
0 ROAD (TYP)
rn
-2.00%
h�N
'
W
o
nn�
/
_2 46%
0
i.
.
. . . . .
. . . . . . .
. . . . .
. . . . . . .
. . . . .
. . . . . .
. . . .
. . . . .
. . . .
. . . .
. . . . . .
. . . . .
. . . . .
. . . .
. . . .
h.
. . . . .
. . . . .
. . . . .
. . . .
. . . .
0.0�5�81
W
. . .
. .
. . . .
Q2� �� PAC �.A�"
. . . . . .
. . . . .
. . . . .
. . .
h����
. . . . . .
. . . . .
. . . . .
. .
0,3
m.
ROW4
(� W W W W
EX/STING ELEV.
PROPOSED ELEV.
HOR/Z. SCALE. 1 "30'
ao 4) CIO co
0 ROAD (TYP)
0 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 51 +00 50+50
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
NO. REVISION BY DATE APPR APPROVED:
ROLL/ HEA VR/N
50+00
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.
SEWER LEGEND
0
0
SEWER PIPE
SEWER SERVICE
SEWER EASEMENT
EX/STING SEWER PIPE
SEWER PIPE FLOW ARROW
SEWER STRUCTURE
SEWER CLEANOUT
GENERAL NOTES
tiF
SGti
sFT
e�G
O
I I I I
II
NE 92TH ST
KEY MAP
SCALE: 1" = 30'
0 15 30 60
1. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPEC/F/CAAONS.
2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAL
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.
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
I MIN/MUM SLOPE ON 6" SIDE SEWER LINES /S 2%
2. UNITS NUMBERS MARKED WITH A "*" WILL HA VE BACKWATER VAL VfS INSTALLED ON THE
PR/VA TE S/DE (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
�zw�
DESIGN SURVEYING
'Con
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425506
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 4
O
O
N
N
Pz
N
ODATE:
0/111202J
FIELDeo
PAGE
DRAWING NO:
C5.05
SHEET: OF:
41 93
CONSTRUCTION RECORD DRA WINGS