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A PORTION OF THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON STATE
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GAS MARKERS SANITARY SEVER h
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CAUTION RFFIECTDR
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'I I RECOMMENDED CONSTRUCTION SEQUENCE: E-"-g CN
I I,- 1. ARRANGE FOR AND ATTEND PRE -CONSTRUCTION MEETING. �D�6WTMGOIGS
I FLOW SW. 8'CLWC W
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. ua�R
ISTORM
I'I RIY=411.47
y I I 3. FLAG OR FENCE CLEARING/GRADING LIMITS AS REQUIRED BY THE E-407.6Z 12CONCN
E=407.47, 12CDNc s
I a APPROVED PLANS AND/OR PERMIT CONDITIONS.
I X\I •' jr 4. CONTACT CITY INSPECTOR (AND OWNER'S REPRESENTATIVE) TO INSPECT AND
p5 46 SIGN -OFF ON CLEARING LIMITS PRIOR TO ANY CLEARING.
_
'°"""° M Ir-111 5. INSTALL INITIAL EROSION CONTROL CONSTRUCTION ENTRANCE( ), INSTALLSTALL PERIMETER GRADE PROTECTION (SILT FENCE,
- - s STRAW WATTLES, BRUSH BARRIER, ETC.), CONSTRUCT SEDIMENT PONDS AND
A�""`T _ ^'E 7M a'' TRAPS (IF REQUIRED).
,32,E Iftow -
R 6. CONTACT CITY INSPECTOR FOR INSPECTION OF INITIAL EROSION CONTROL
PRACTICES PRIOR TO COMMENCEMENT OF GRADING ACTIVITY.
7. CLEAR, GRADE, AND FILL SITE AS OUTLINED IN THE CONTRACT PLANS AND
SPECS WHILE IMPLEMENTING, MAINTAINING, AND ADJUSTING AS REQUIRED THE
TEMPORARY EROSION AND SEDIMENT CONTROL PRACTICES AT THE SAME TIME.
8. INSTALL PROPOSED UNDERGROUND UTILITIES AND OTHER IMPROVEMENTS.
9. INSTALL PERMANENT EROSION PROTECTION (IMPERVIOUS SURFACE,
LANDSCAPING, ETC.).
10. CONTACT CITY INSPECTOR FOR APPROVAL OF PERMANENT EROSION PROTECTION
AND SITE GRADES.
11. REMOVE TEMPORARY EROSION CONTROL METHODS AS PERMITTED BY THE CITY
INSPECTOR AND REPAIR PERMANENT EROSION PROTECTION AS NECESSARY.
12. MONITOR, MAINTAIN, AND RELOCATE SURFACE WATER CONTROLS AND EROSION
CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS
CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE
WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS.
13. CLEAN STORM WATER CONVEYANCE SYSTEM (ON -SITE AND DOWNSTREAM) OF
ALL SEDIMENT AND DEBRIS TO THE SATISFACTION OF THE CITY OF RENTON.
ENSURE OPERATION OF THE SYSTEM.
14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED AS APPROPRIATE.
3
SANTARY SE" HAMM
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E-4ZOA 811PYC N
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I E 407.09, 811PYC S
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SS SS SS SS SS SS SS SS SS SS SS SS -
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STORM CATCH BASIN
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AND CAMERA
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6' RP-9
�SANITARY SEVER MANHOLE
RW-41203
E 4055.E 811PIC N
40551, 8P7C SW
FLOW SOLIIHN _ST
LADDER EAST s71TRM CATCH BAsm
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h IE=4OLCOL77, 6•NC SE
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STORM CATCH BASIN
RAM=411.03
E 409.21, 611PLC NW
E 4O8.9Z 8 UI ME
SANITARY SEVER MANHOLE
MU-411.58
E 405.5z 81CONa N
E-405.3. 8PK NE
E-40523 61CONa E
E-4014 eCONa S
E-466.40, 6'CONG NW
FLOW SOUTH
LADDER EAST
\-FWM 1.75• BRASS OISK IN CASE
w7H FmcH', Dow a4'f
�♦002 0.R. CONTROL PT. 11848
IMPORTANT EXISTING SITE CONDITIONS DRAWING NOTE:
THIS EXISTING SITE CONDITIONS DRAWING REPRESENTS AN APPROXIMATION OF THE EXISTING SITE TOPOGRAPHY
PRIOR TO CONSTRUCTION OF THE PROPOSED WORK. EXISTING SITE CONDITIONS SHOWN ON THIS DRAWING
ARE A COMPOSITE OF TOPOGRAPHIC SURVEY DATA COMPLETED IN EARLY 2016 BY PACE ENGINEERS AND
RIGHT-OF-WAY TOPOGRAPHIC SURVEY DATA COMPLETED IN EARLY 2020 BY SITTS & HILL ENGINEERS. WHILE
THIS INFORMATION IS BELIEVED TO BE RELIABLE, BRUCE DEES & ASSOCIATES CANNOT BE ASSURED OF ITS
ACCURACY, AND THUS CANNOT BE RESPONSIBLE FOR THE ACCURACY OF THIS EXISTING SITE CONDITIONS
DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT.
THOSE RELYING ON THIS EXISTING SITE CONDITIONS DRAWING ARE ADVISED TO OBTAIN INDEPENDENT FIELD
VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ACTUAL AS -BUILT EXISTING SITE
CONDITIONS MAY VARY FROM WHAT IS SHOWN ON THIS PLAN SHEET.
(NOTE: TOPOGRAPHIC SURVEY PLANS FOR BOTH 2O16 AND 2020 HAVE BEEN INCLUDED FOR REFERENCE).
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R-419502
Sheet 2 of 40
PERMIT SET 1
CADD filename: R: \DRAWINGS\17501 - RENTON KIWANIS PARK IMPROVEMENTS\10 - REV PERMIT SET\17501-G0.1-G0JDWG // Plotted. 1.18.22-12:38 By.(sjensen) BID #: