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GENERAL N O TES:
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE
CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES
DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STRETT RIGHT-OF-WAY SHALL BE LIMITED TO 8:30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE
DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL,
SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN
AD VANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATIONS CALL
48 HOUR LOCATORS, 1-800-424-555.
4. PROVIDE APPROPRIATE SIGNING AT EACH END OF ACCESS TO SHOW "PRIVATE
ROADWAY" OR "LOCAL ACCESS ONLY", SEE STANDARD PLAN G024.
Tr"D - 00 -?/66
rig
V
29747�p
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MPIR EES: 03/13/96
q
10' — 10'
jj 2%
1.5: 1 MAX 2: 1
2. 1 PREFERED -\
1
2: 1
2 COMPACTED DEPTH
EXISTING GRADE
BIOFILTRATION SEEDING REQUIREMENTS PER 1000 SQ. FT.
SEED MIX: 5 LBS.
FORAGE (TURF TYPE TALL FESCUE) - 707
PERENNIAL RYEGRASS - 25%
CREEPING RED FESCUE - 5%
FERTILIZER: 10 LBS., 22-16-8
WITH 50% SLOW RELEASE 'N'
100% VIRGIN WOOD FIBER: 60 LBS.
MULCH WITH TACKIFIER: 1 LBS.
NE 9 TH PLACE CROSS SECTION
SCALE: NONE
RECORD DRAWING
D
A5 - 5ui�T P>� cL-X�.,T
I( -8-24
C
REVISED PER CITY
REVIEW
SRM
SMW
8-30-94
B
REVISED PER CITY
REVIEW
SRM
SMW
8-12-94
A
ISSUED FOR CITY
REVIEW
DWH
SMW
7-20-94
N0,
REVISION
BY
APPR.
DATE
HARMSEN &
ASSOCIATES,
INC.
PROFESSIONAL CIVIL ENGINEERING
AND LAND SURVEYING
P 0 BOX 516
(206) 794-7811
17614 -- 162ND STREET SE
(206) 343-5903
MONROE, WA 98272
(206) 794-9087
(FAX)
q
CLASS "B" ASPHALT
4" COMPACTED DEPTH CSTC
6 " GRAVEL BORROW
SUBGRADE COMPACTED TO
95% MODIFIED PROCTOR
2" COMPACTED DEPTH
CLASS "B" ASPHALT
2" COMPACTED DEPTH CSTC
EXISTING GRAVEL COMPACTED
TO 957o MODIFIED PROCTOR
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
ARLINDALE PLAT IMPROVEMENTS
PROFILES, DETAILS, & NOTES
DESIGNED DWH
DATE 7/20/94 FILE No. 156-07-94
DRAWN DWH
f%urrwrn CAAW sr.Al F 1" = 20' FIELD Book 381 PAGE 68
APPROVED _- - iSHEET 2 OF 2
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