HomeMy WebLinkAboutS-383801N
O
O
O
� LEGEND
Q
MAILBOX
� unurr Pocf
it
H
Q
LIJ
Q
U
z
LLJ
_ FG
... .': '.'.' _; _ ...�..... 413.0
PROPOSED SANITARY SEWER ( SMH 7 ... ...
FG 395.5 FG 395.6 STA. 15+50.81, 4.34 L •
... FG 397.2 RIM 409.01
FG 400.4 .
FG 404.7 6" IE /N 401.18 (E)
PROPOSED WA TER
.'.'
o .. 8 /E OUT 401.01 (S) r .....
3
.�..f
FG 40$5 ...
SEWER STUBS
LOT
*STA TION
1E AT MAIN
LENGTH
END 1E
SLOPE (X)
1
1+29
394.38
42.8
39Z 00
6.12
2
1+74
396.60
42.8
401.50
11.45
3
2+36
399.65
42.8
404.50
11.33
4
0+00
401.04
40.7
406.00
12.19
5
0+00
401.04
60.5
406.00
8.20
6
0+00
401.18
34.2
405.50
12.63
7
1+91
399.22
34.2
403.50
12.51
8
1+08
395.07
34.2
400.00
14.42
9
0+18
390.57
34.2
396.00
15.88
10
0+24
379.30
34.2
392.00
37.13
11
0+92
379.64
34.2
38Z 00
21.52
12
0+17
380.18
32.5
381.57
4.28
13
1+51
379.94
42.6
383.00
7.18
14
1+92
378.25
34.4
390.00
34.16
15
1+32
37Z 63
34.4
386.00
24.33
16
0+44
376.72
34.4
380.81
4.86
17
2+34
376.01
34.4
379.61
3.69
18
1+J8
375.05
34.4
375.75
2.03
19
0+93
374.60
34.4
376.00
4.07
20
0+90
374.57
42.6
376.00
3.36
21
1+61
375.27
42.6
378.00
6.41
22
2+30
375.97
42.6
379.00
7.11
23
0+41
376.68
42.6
384.00
17.18
24
1+26
377.57
42.6
38Z 00
22.14
25
1+86
378.19
42.6
390.00
27.72
26
2+18
398.80
34.2
403.50
13.74
27
1+58
395.84
34.2
399.70
11.29
28
0+73
391.63
34.2
395.40
11.02
29
0+13
388.68
34.2
392.20
10.29
30
1+56
387.27
34.2
390.60
9.74
31
0+96
386.67
34.2
390.50
11.20
EX. HOUSE
1+,31
387.02 1
42.8
392.68
13.22
..... .. ...
NO TES.-
..... 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE
2. END lE IS AT STUB END
J. CONTRACTOR TO VERIFY ELEVATION OF EXISTING HOME'S SEWER PRIOR TO
.. .. CONNECTION.
... . .. --
...... ... OL: 74JRU 5
..... .....
SSMH 1 -
• • • STA. 42+95.47, 5.00 R
• ' • • RIM 372.30
. ' . 8" lE /N 361.62 (N)
8" IE OUT 361.52 (S)
UTILITY CONFLICT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCA TE A T 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES A T LOCA TIONS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS
.. OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO
.. PROCEEDING WITH CONSTRUCTION.
NO TES:
1. ALL TRENCH RESTORATION WI THIN THE CITY OF RENTON R. 0. W. SHALL BE PER THE CURRENT CITY
OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT
:.:.o FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). 1F THE OUTSIDE OF THE
o . TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPA VED. (SEE PERMIT NOTE BELOW FOR WORK W/ THIN KING
COUNTY R. 0. W.)
2. REFER TO C13 FOR UTILITY CROSSINGS
• • J. MINIMUM SIDE SEWER SLOPE IS 2.00%
.. 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION
DA PLIGHT BASEMENT LOTS NOTE:
LOTS 26-31 TO UTILIZE PRI VA TE EJECTION PUMP FOR LOWER FLOOR
PERMI T NO TE.•
KING COUNTY R. 0. W. PERMI T IS NEEDED FOR WORK WI THIN KING COUNTY R. 0. W. Cl TY OF RENTON WILL
OBTAIN THE KING COUNTY R.O.W. APPLICATION DOCUMENTS AND FEES FROM THE DEVELOPER. THE
Cl TY WILL THEN APPL Y FOR THE KING COUNTY R. 0. W. PERMI T FOR THE SEWER EXTENSION 1N KING
COUNTY R. 0. W. KING COUNTY R. 0. W. RESTORATION WILL BE APPLICABLE FOR KING COUNTY R. 0. W.
_SEWER FEE NOTE:
.... .......
• • . • ' CENTRAL PLATEAU INTERCEPTOR SPECIAL ASSESSMENT DISTRICT SEWER FEE WILL BE APPLICABLE AT
+- THE TIME OF ISSUANCE OF THE UTILITY CONSTRUCTION PERMIT.
....... SIDE SEWER NOTE:
SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET
INTO EACH LOT.
CROSSING /NFORMA 710N 4i
SHEET C13 TPP.
..... ... . M (D F:Z T H
CONNECT TO EX. SSMH
STA. 39+94.99, 3.86 L GRAPHIC SCALE
RIM 369.39
0 20 40 80
8" IE /N 355.89 (N, NW)
12" lE /N 355.34 (E)
.I •
12" IE OUT 355.24 (S) 1 INCH = 40 FT.
f .:.
<;
SS CLEANOUT
-- - STA. 20+63.38, 98.62 L •
�---- _._____-_ _, . ' . ' . . ' . ' . . ' . 8 PI/C 6.00
/ .... ....
... 0LF
15' PUBL! 38
..._
EA SEMEN
......... ... 8 /E OUT 381.06 (W)
I __ ..ter....
SSMH 10
I bN NA -wiE lall),
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033
O 425.827.3063 F 425.827.2423
COR STD. PLAN 400.2
STA. 20+04.68, 5.35' L °
RIM 384.02
8" IE /N 380.51 (E)
8" IE OUT 380.41 (NW) %'
1 CtiY COMMENTS 11. 13.14 MAl 02.13.15
2 CITY COMMENTS MAI 105.19.15
3 CITY COMMENTSIAAJ 07.13.15
4 MYIARS I IAAJ07.23.15
N0.
REVISION
I 6030111111111111 m17AII
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
S-383801
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
QATIlIrI
n-m)oJOLV
BY: C A Zoo 1.
SURVEYED:
S
BY:
DESIGNED: 1pP
BY:
Date:
DRAWN:
YLP
Date:
CHECKED:
AP P R
APPROVED:
IW�,J
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
S-383801
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
QATIlIrI
n-m)oJOLV
BY: C A Zoo 1.
Date: " M 1s
BY:
Date:
BY:
Date:
BY:
Date:
�4 CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14
�
RENTON SEWER EXTENSION PLAN�.NO:.�
Planning/Building/Public woks Dept. 557
U14005368 =H_"' Zo O^29
DRS PROJECT N0. 13117 A- N NNNAA
All
�a
T
f�
4�
s z
`� rn >
'
z
o �5
\
C
o
(J)
C:
V
C)
rn
m
rDI
i Cr7
i
i
0
m
z
m
,.
m
�
a
Z
D
00
n CCD
`� rn >
'
o �5
\
(J)
R (7.� d
V
C)
rn
0
rDI
i Cr7
i
i
0
,
n
m
T
Q
D
-� 5
,.
m
�
Z