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PORTION OF THE SE 1/4, SE 1/4, SECTION 3, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
STA. EQ. 16+66.22 NE
1 3TH ST. (SE 111 th ST.)
53+36.56 NILE AVE. NE
(148th AVE SE)
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470 IE N=459.82 C4 Z
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SAN. SEWER: MH 3
(EXTRA SHALLOW)
RIM=463.20
IE=460.50 (8"EAST)
455 IE=460.66 (419NW)455
. . . . . . . . . . . . . . . . . . . . . . . . . . .
1+50 1+00 0+50 0+00
'SHARED DRIVEWAY AND SEWER PROFILE
CALL 811 BEFORE YOU �,
DIG
SCALE: 1"=20' HOR. 1"=5' VERT.
Development Management Engineers, LLC
5326 SW Manning Street, Seattle, WA 98116
Phone: 206 71 4-71 61
email: cliffC&sitedme.com
Contact: Cliff Williams, PE
p� N W
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PER CITY REVIEW COMMENTS DATED 5/27/15
RMK
-5/29/15--
INSTALL EROSION
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SCALE
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PER CITY REVIEW COMMENTS
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N 11
8/27/15
CNW
DE90MV.
C. WIWAMs, P.E.
PER CITY REVIEW COMMENTS
CONTROL SOCK
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FILTER AT CATCH
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TEMPORARY EROSION CONTROL I
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MEASURES TO BE REMOVED UPON
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COMPLETION OF CONSTRUCTION.
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- 51 +10 87 NILE
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SAN. SEWER MH #3 " "_ d- , , Q� � Q Q 0 0
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STAT 1 +4 3.0, 4.4' RT ` .
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SE ENT
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136LF 8 PVC SEWER PIPE I ± 8 PVC CO PER CITY OF RENTON z d SL+
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STA. 51 +15.33, 7'LT. NILE AVENUE w > < > o �
( ) SHARED DRIVEWAY/af
RIM=468.5E NILE AVENUE NE Q Q Io �-
IE S,W=459.92 .....:...c=n. J....... w � � Z.
470 IE N=459.82 C4 Z
................. LOT 1 ROW 470
LOT .2 ... LOT . I .................. IQ Q �
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SANITARY SEWER (PUBLIC) 8" 136LF PVC S=0.4�
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SAN. SEWER: MH 3
(EXTRA SHALLOW)
RIM=463.20
IE=460.50 (8"EAST)
455 IE=460.66 (419NW)455
. . . . . . . . . . . . . . . . . . . . . . . . . . .
1+50 1+00 0+50 0+00
'SHARED DRIVEWAY AND SEWER PROFILE
CALL 811 BEFORE YOU �,
DIG
SCALE: 1"=20' HOR. 1"=5' VERT.
Development Management Engineers, LLC
5326 SW Manning Street, Seattle, WA 98116
Phone: 206 71 4-71 61
email: cliffC&sitedme.com
Contact: Cliff Williams, PE
p� N W
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PER CITY REVIEW COMMENTS DATED 5/27/15
RMK
-5/29/15--
CNW
HANSEN SURVEYING
SCALE
DATUM
PER CITY REVIEW COMMENTS
RMK
8/27/15
CNW
DE90MV.
C. WIWAMs, P.E.
PER CITY REVIEW COMMENTS
RMK
10/16/15
CNW
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REVISION
BY
DATE
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE o
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO D
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION
OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO
COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE
THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE
ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT
SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
20 0 20 40
horizontal scale feet
SEWER NOTES
1. EXTRA SHALLOW SEWER MANHOLE PER STANDARD PLAN #400.3.
2. ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED AT A
MINIMUM SLOPE=2.00%, TYPICAL.
3. ALL TRENCH RESTORATION IN THE CITY OF RENTON SHALL BE
PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH
RESTORATION DETAIL.
4. SEE KING COUNTY ROW USE PERMIT PLANS ROWP15-0003 FOR
FRONTAGE IMPROVEMENTS.
5. ALL TRENCH RESTORATION WITHIN KING COUNTY LIMITS SHALL BE
PER KING COUNTY STANDARD SPECIFICATIONS, SECTION 8.03.
5-385001
W-385001
R-385001
�► CITY OF
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPROVAL
01
BY �i��� DATE: �
BY: &^""" DATE:
BY:
BY:
DATE:
DATE: _
SILVER KING SHORT PLAT 10/16/2015
ANDREW MICHAEL CONSTRUCTION, LLC P:
SEWER /COMPOSITE UTILITY PLAN AND PROFILE °"#~"°:
121-j`7- NILE AVENUE NE swxr:7 M-,
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