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PE II
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A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M., KING COUNTY, WASHINGTON
SIUHM MANHULL —
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APPROX. LOCATION
OF RECORD STRUCTURE
NOT LOCATED FOR
THIS SURVEY
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LEGEND
PROPOSED FEATURES -
CATCH BASIN PROTECTION
SILT FENCE/LIMITS OF CONSTRUCTION
DEMOLITION
STOCKPILE AREA
— - SAWCUT LINE
X REMOVE FEATURE AS NOTED
GENERAL NOTES
0
00
u
1.
SEE SHEET CO.1 FOR TOPOGRAPHIC SURVEY INFORMATION.
2.
SEE SHEET C1.2 FOR STANDARD DEMOLITION AND TESC NOTES.
3.
STOCKPILES SHALL BE LOCATED ONSITE AS NECESSARY. CONTRACTOR TO
PROVIDE PROTECTIVE SHEETING AT ALL TEMPORARY MATERIAL STOCKPILE
LOCATIONS TO PREVENT SEDIMENT FROM ENTERING EXISTING STORM WATER
SYSTEM. PLASTIC COVERING SHALL BE INSTALLED PER CITY OF RENTON
STANDARD PLAN 213.30, SEE DETAIL 02/C1.3.
4.
CONTRACTOR TO PROTECT EXISTING FEATURES BEYOND THE LIMITS OF
WORK.
5.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY
PROJECT ENGINEER IMMEDIATELY IF THERE ARE ANY DISCREPANCIES
AFFECTING THE NEW CONSTRUCTION.
6.
IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED
THOROUGHLY AT THE END OF THE DAY, OR MORE FREQUENTLY DURING WET
WEATHER, IF NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS
T—
OF THE STATE. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING
(Y)
OR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED
C:)
SEDIMENT DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER
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SEDIMENT IS REMOVED IN THIS MANNER. STREET WASH WASTEWATER SHALL
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BE CONTROLLED BY PUMPING BACK ONSITE, OR OTHERWISE BE PREVENTED
FROM DISCHARGING INTO DRAINAGE SYSTEMS TRIBUTARY TO SURFACE
06
WATERS.
T
KEY NOTES
PROTECT FEATURE AS NOTED.
DEMOLISH FEATURE AS NOTED. DISPOSE OF AT AN APPROVED OFF -SITE
FACILITY.
:� INSTALL CATCH BASIN PROTECTION IN ACCORDANCE WITH CITY OF RENTON
STANDARD PLAN 216.30, SEE DETAIL 04/C1.3.
4� CONSTRUCTION ENTRANCE TO BE INSTALLED PER CITY OF RENTON
STANDARD PLAN 215.10, SEE DETAIL 01/C1.3.
5� CONTRACTOR SHALL EMPLOY SILT FENCING PER CITY OF RENTON
STANDARD PLAN 214.00, SEE DETAIL 03/C1.3, OR OTHER MEANS OF
EROSION AND SEDIMENT CONTROL BMPS AS NECESSARY TO PREVENT
SEDIMENTATION DOWNSTREAM OF PROJECT SITE. COORDINATE WITH
OFF -SITE IMPROVEMENTS AT S.W. 12TH STREET (SEE L1.1).
c SWEEP ADJACENT PAVEMENT ROADS AS NECESSARY TO PREVENT
TRACKING TO PUBLIC ROADS.
N. HA
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�CISTEg�
�SSIONAL S�'
SITTS & HILL
ENGINEERS, INC.
CIVIL ■ STRUCTURAL ■ SURVEYING
4815 CENTER STREET TACOMA, WA. 98409
PHONE: (253) 474-9449 FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 17668 Project Mgr.: KH
Proj. Engineer: MBK Proj. Drafter: JMW
w12TH ST. '; °Np, � - / . o R-402704
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
- OHP _ w - - w
,ode _ °N,o _ DEVELOPMENT ENGINEERING SURFACE WATER UTILITY J,
N o N 1295760.59 (546'10 R 1�' x1g�0 b5 ' rstraka 11 /13/2018
_ w -CS "Q' g EL "AAG / _ ; 10 \ 1g. / o bban nwarth 11 /13/2018
o _ w _ - - I I�AG NAIL 1g 0A NORTH
r' g 15 w _ - - w - - 1 N: 174009.87 dl' _ ' ` p\ I x
E 1295760.62 �a 65
HORIZONTAL SCALE: 1 "=10'
ELEV. 19.3�� 3 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (PRIVATE) 10 0 10 20
I11, X 6A / — e 1; SCALE: 1"=10'
SURVEYED: SCALE:
x 1\ I /
1g 41 I AS NOTED
x ' b
2
0
I
DESIGNED:
KH
DRAWN;
JMW ONE INCH
CHECKED: AT FULL SCALE
MBK IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: KH SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
WSADA PARKING LOT
TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
(PRIVATE)
DATE:
PAGE:
DRAWING NO:
C1.0
SHEET: ^ OF:
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