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LAKE WASHINGTON BLVD
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LOW :POINT ELEV=32.12
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: LOW POINT STA=21+11.25
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CONSTRUCTION NOTES:
OFINISHED CURB LINE. SEE DETAIL 4, SHEET 9.
QREMOVE AND WASTEHAUL EXISTING CURB AND PAVEMENT (AS REQUIRED) FROM
STA. 20+40 TO 24+38.
SMATCH EXISTING CURB (END OF EXTRUDED CONC CURB).
(DCONTRACTOR SHALL PROTECT EXISTING CURB DURING CONSTRUCTION UNLESS
SPECIFICALLY NOTED TO BE REPLACED ON THE PLANS.
(DREMOVE 5 LF OF EXISTING 24" STORM PIPE. PLUG AND ABANDON PER CITY
STANDARDS.
(DCONNECT TO EXISTING NORTHEAST 24" STORM PIPE. CONTRACTOR TO VERIFY
INVERT PRIOR TO CONSTRUCTION.
(DPROVIDE TEMPORARY EXTRUDED ASPHALT CURB UNTIL PERMANENT CURB IS
INSTALLED.
(DGRADE ROAD TO DRAIN TO CB 9.
(�)ASSUMED LOCATION OF UNDERLYING CONCRETE PANELS. CONTRACTOR TO
POTHOLE/VERIFY ANY CONCRETE PANEL DISTURBANCE PRIOR TO CONSTRUCTION.
OCONNECT TO EXISTING 12" STORM PIPE. CONTRACTOR TO VERIFY INVERT PRIOR
TO CONSTRUCTION.
OCONTRACTOR SHALL FURNISH AND INSTALL EXTRUDED CONCRETE CURB PER CITY
OF RENTON STANDARD PLANS. SEE SPECIFICATIONS.
5CONTRACTOR SHALL FURNISH AND INSTALL NEW CURB. MATCH EXISTING
ELEVATION AND CURB DIMENSIONS.
45 ....................................... ........................................ __ .... ............. ....... ...... ................. 45
40, n 40..
35 3........ ..... ------------------- ......... ----------- 35: 35I .............
30 : _ 30 30:...................:..................:..................:....--------.......:...................:.........------....... ----.._.30
...........................................................................................................................................................................................................................................................
84 LFf 24" CPEP : : 214 LF: 24" CL V RCP : : : 53 LF 24" CL: V RCP 53 LF 24" :CL V RCP : 88 LF 24" CL V RCP:
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25 : : : 25 25.................................. :...............:......................................... 25
..........................................................................................--............................................................................................................................................................................ ..
20 : : : ELEVATION AT NEW ................... .......... ...... .......... ................... ........... .......... ........ ................................. ....... ........... .......... .... ................... ..........20
CURB FLOW LINE 20 • 20
:N :CD :00 :00 :L0 :L0 :CO :�o C : ................................. .... .............................................................................. ......
0+00 1 +00 ..
•00 N •00 -tn M M M M N :rn ^ J UTIUTY NOTE:
:N :N ►� �-. :r7 :0 10 :F� =00 :Oi :O CA p THE CONTRACTOR SHALL CALL THE UTIUTY LOCATION REQUEST CENTER
:M Z :� ..! :M :ram :M :M :� :� :� :� :� OD ^ DO � 1 �
(ONE CALL CENTER; 1-800-424-5555) FOR FIELD LOCATION OF UTILITIES.
�.. m : : : : : : "? ... J v w _ j �. / �y ^ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
Z DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT,
2 +OOo z v' 23+00 24+00 U w oo CD "' °0 , to ?
v 1 1 n WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES
a- m U U in Z tC < U AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO
N U ,N�. w U U ,e,� Q Qv ^ �` �� 2 CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A
'4 �.J it > > �,, ^ n00 t� > MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH
00 p. AN1V 00 w > n 00 N > >�^ � F= V) U) 00 3jV`fi f In EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON
V) d- 'T 2 � '"-i -J uvQ �' _j A AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
of wasxl �, �� of �►AS�, j (j V U 4 u <J < 11 U U u� I r aU U ; _ = I U OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO
Y' ��' _ '1'�, ti �`i' `l'�, y I M_ - z + � I M = - r AN " " RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION.
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AS-BUILT SURVEY BY: EVAN Sams: m%w_
4 1 cc:359> t+o '�°, RaDOOM
A6 CITY OF
2/14/11
WAHLSTROM, PLS#44651 B.P.B. LAKE WASHINGTON BLVD NORTH
Irmo,
(INFORMED LAND SURVEY) RENTON STORM WATER &WATER MAIN
�a.� � ®tsborne, C.J.K. ONE rra+ DATUM o No:
AT � �E Public Works De IMPROVEMENTS
C❑NSULTING ENGINEERS Dept.
THE ORIGINAL PLANS WERE STAMPED s.A.c.
701 DEXTER AVENUE NORTH SUITE 200 �F NOT ONE MICR
SEATTLE, WASHINGTON 98109 (206) 284-0860 BY SC AND BB ON 2/14/2011 & 2/15/2011 NO. REVISION BY DATE APPR B.P.B.s -Y NORM PLAN AND PROFILE �,: of 27
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