HomeMy WebLinkAboutWWP2703729.2A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
FF=445.50
/ SSMH 13, TYPE 1 —48"4
/ / I STA. 10+24.88, 23.50' RT.
RI
M=434.06
i IE IN=425.42 8" 0 "SE
/ / r IE OUT=425.32, 8 NW
CONTRACTOR TO VERIFY SIZE AND DEPTH
PRIOR TO CONSTRUCTION, AND NOTIFY
ENGINEER OF ANY DISCREPANCIES
. 1
---------------------------------
I
33+00 0 34+00
3
20
FF=448.00
8' SIDEWALK
8' DEDICATED R/W
\ \ \ 1 \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ 1 \ \ \ \ \ \ l \ \ \ \ \
------------— — — — — — — — — — — — — — — — —
I
N
275 LF, 8" 0 PVC SS N
35+00 ® S=4.99%
3
— FO FO FO �--�c} FO
29
0
N
36+00
0087000028
BENSON ROAD S
(MINOR ARTERIAL)
16
FF=454.70
SSMH #4, TYPE 1-48"0
STA, 36+39.74, 26.00' LT.
RIM=447.15
IE OUT=439.15 8" 0 NW
i
FO FO FO
y
00
�L
1
36+89
QD L0 Cy) Q0
+� I o
� �i � 00
445 EXISTING GRADE @ —
PROPOSED 8` S.D.
440 _- --
435 ss16
_
i
4.30 SSMH 4 TY'PE 1-48" 0 _
STA. 36+39.74, 26.00' LT.
e� IMOUT 7 -15
E439.15 8"0 NW
425
GM,
415
Cal 2 Working Days Before You Dig
811
U01m Undergrotnd Location Center
(D,MT,PD,OR,WA)
SSMH 3 TYPE 1 —48"0
STA. 10+2_4.88, 23.50' RT.
RIM=434.06
IE IN=425.42 8"0 SE
IE OUT=4 25.32, 8" NH'
CONTRACTOR TO VERIFY SIZE AND DEPTH
PRIOR TO CONSTRUCTION, AND NOTIFY
ENGINEER OF ANY DISCREPANCIES
34+00
CONSULTING ENGINEERS L L C
Osth Avenue South
10 1 * (4&1
Suite 205
Federal Way, WA 98003
FEDERAL WAY (253) e3"113
www.esmcivil.com
EVERETT (425) 297 99-
ELLENSBURG (509) 962-26a8
Civil Engineering
Land Surveying
Land Planning
Public Works
I Project Management
I Landscape Architecture
ESM
JOB # 1670-004-013
35+00
�Ndo Kai -
���� 0 FIRST SUBMITTAL -
�; r SECOND SUBMITTAL_
MYLAR SUBMITTAL
51088
c/�
��DAfAL
36+00
ESM
02/11/14
SURVEYED:
SCALE:
1 rs40•
ESM
04 15 14
DESIGNED:
ESM
05/12/14
DRAWN:
at
ONE NCH
CHECKED
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
REVISION
BY
DATE
AP P R
APPROVED:
FO
NA
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
20 10 0 20 40
0087000220
S=3 72 902
37+00
HORIZONiALL NAD 1983/1991 0
�- CITY OF
It— RENTON
DATUM
Planning/Building/Public Works Dept.
S 28TH ST
KEY MAP
NOTES:
1. SEE SHEET HC-01 FOR HORIZONTAL CURVE
DATA.
2. EXISTING DRY UTILITIES SHALL BE REMOVED
OR RELOCATED BY THE APPROPRIATE UTILITY
COMPANIES AND COORDINATED WITH THE
CONTRACTOR. NOTIFY THE ENGINEER OF ANY
DISCREPANCIES.
3. CONTRACTOR SHALL RECORD ANY FIELD
DEVIATION FROM THE ENGINEERING PLANS.
THESE RECORDS SHALL BE KEPT ON
CONSTRUCTION DRAWINGS AND TURNED OVER
TO THE ENGINEER UPON COMPLETION OF THE
PROJECT.
4. STREET NAME SIGNS AND STOP SIGNS TO BE
INSTALLED PER CITY OF RENTON STANDARDS
G012 & G013. FINAL LOCATIONS TO BE
DETERMINED DURING CONSTRUCTION BY THE
CITY. SIGNS WILL NEED TO BE INSTALLED
PRIOR TO AS—BUILTS AND COMPLETION OF
CONSTRUCTION.
5. ALL TRENCH RESTORATION SHALL BE PER
THE CURRENT CITY OF RENTON TRENCH
RESTORATION AND STREET OVERLAY DETAIL.
ALLOWABLE PIPE MATERIALS
1. REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR
52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HDPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
445
440
435
430
425
CHECKED FOR COMPLIANCE TO CITY STANDARDS
�' �� �-� S '/f • Z of �
DATE:
LaRosa 05/12/201
SANITARY SEWER PLAN AND PROFILE FiELDB00K:
PAGE:
DRAWING NO:
SS-01
SHEET: 22 OF: