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ROADWAY NOTES (SEE SHEET 2
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I STA I + 75
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CHANNELIZATION NOTES r2
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1.
All work and materials shall be in accordance
7. A copy of-the-approved--plans.--must be on the job
tO Remove center stripe and buttons, approx. sta 75 +38 to approx. sta
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with City ofdFenton Standards and Specifications
site whenever construction is in progress.
78 +75.
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(1979 Edition) and 1984 Standard Specifications
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for Road, Bridge and Municipal Construction
8. All disturbed areas not receiving landscaping shall
2 Remove lane stripe, approx. sta 75 +48 to approx. sta 78 +55.
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(State of Washington).
be hydroseeded with rye grass. Seeding shall be done
using an approved hydroseeder or as otherwise approved
O Remove lane stripe, approx. sta 75 +48 to approx. sta 78 +00.
2.
Existing utility locations are approximate only.
It shall be the Contractor's to
by King County Department of Public Works. Seeding shall
4O Remove lane stripe,
II II
responsibility verify
locations
ions and inverts prior to construction.
e used only between April and October.
approx: sta 71+46 to approx. sta 74 +48.
9. The storm drainage system shall be constructed
O Remove portion of RR crossing warning bar that extends into new
II II
3.
All dewatering required shall be done in
according to the approved plans which are on file
northbound left -turn lane.
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accordance with Section 7- 11.3(01) 1984 Standard
in City of Renton Department of Public Works central
Specifications for Road. Bridge and Municipal
records. Any deviation from the approved plans will
O Lane stripe (Type 2 markers).
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Construction (State of Washington).
require written approval from the Department of
Public Works.
Fainted center stripe.
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4.
Unless otherwise noted, storm drain pipe shall be
rubber gasketed concrete (ASTM C -14 -II or ASTM C- 76 -II)
10. Soil compaction shall be in accordance with ASTM
O Fainted 8' gore stripe.
galvanized steel with asphalt treatment 1 or
D -1557 (Modified Proctor).
9 Thermoplastic
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II CONTINUE CENTERSTRIPE 8 BUTTONS TO WEST END OF SW 39th ST.
better, aluminized steel Type II or better (16
min.) helically corrugated metal
crosswalk stripe (1' wide).
CONTINUE LANE STRIPE TO WEST END OF SW 39th ST,
gauge pipe with
watertight connecting bands; or equal. Corrugated
10 Thermoplastic stop bar (18 wide).
II
II
Plastic Pipe (CPP) shall be as manufactured by A.D.S.
or equal.
11' Thermoplastic arrow.
II
5.
Where new paving matches existing paving, apply
12, Thermoplastic 'arrow message.
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tack coat for proper sealing per City of Renton
l3. 16' traffic buttons is 8
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requirements.
ectficatians for configuration).
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6.
Pipe excavation, backfill and bedding shall conform
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to Section 7 -04 of the 1984 Standard Specifications
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for Road, Bridge and Municipal Construction (State of
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Washington). Unless shown otherwise, bedding shall be
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sand or pea - gravel, in accordance with Section 9 -30.7A
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of the 1984 Standard Specifications for Road, Bridge
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DAVID I C I A T E S
H A M L I N & ASSOCIATES
INTERSECTION
S I C N A L I Z A T I 0 N
and Municipal Construction (State of Washington).
_ _ _ _ _ _
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Remaining backfill and compaction shall be in
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C H R N N E L I Z A T I 0 N PLAN
accordance with Section 7- 04.3(3) of the 1984 Standard
D W C1 B m
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— — — — — — — — 3
Avenue
1 6 0 6 8th N'o r t h
Specifications. Water settling, will not be allowed
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Seatt le, W a S �t 1 n 9 t O t1 98109
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under roads or walks. Compact trench backfill to 95 %.
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Ck d By:
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(2�Ej) 28 1 81 1 1
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DATE JUNE 1986 SH i 5__OF_5__
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