HomeMy WebLinkAbout1558.2430'
14'
30,
6 22' 22'
VARIES 15`-18' 'VARIES 15'-18'
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L 3" ASPHALT CONC., CLASS B OVERLAY
EXIST. ASPHALT ROAD"
REMOVE EXIST. CURB & GUTTER, BOTH SIDES
N. 4 TH. ST. ROADWAY SECTION
BURNETT AVE. N. TO PARK AVE. N.
N. 3 RD. ST. ROADWAY SECTION
BURNETT AVE. N. TO HOUSER WAY
30' 2.1
6'
BANK RUN
GRAVEL BACKFIL °
4
I
REMOVE & REPLACE EXIST. 6' 4
CONC. SIDEWALK BOTH SIDES
3 1/2" ASPHALT CONC.,CLASS "B,' TWO LIFTS, 2" & 1 1/2' � tea..
4"ASPHALT TREATED BASE
6" 1 1/4"(-) CRUSHED SURFACING a
3" BANK RUN GRAVEL = °'
SUBGRADE-SEE SPECIAL PROVISIONS FOR TREATMENT
,IF R/W ON N. 3 RD. ST. BETWEEN BURNETT
WELLS AVE. N. IS 56 ' W i DE.
N. 3RD.ST. BURNETT TO WELLS, REMOVE EXIST PAVT.
AND CONSTRUCT ENTIRE ROADWAY USING WIDENED
PAVEMENT SECTION.
2ASPHALT CONC., CLASS "B"
3`ASPHALT CONC. CLASS "B"
6I IIA"(-) CRUSHED SURFACING
�- COMPACTED EMBANKMENT SUBGRADE, WHERE
EMBANKMENT SUBGRADE IS LESS THAN L" ABOVE
EXIST.SUBGRADE, REMOVE EXIST.TO A DEPTH OF
PAVEMENT SECTION I BELOW BOTTOM OF PAVEMENT SECTION .
N. 4 TH. ST & N. 3 RD ST.
LOGAN AVE. N .TO BURNETT AVE. N.
KIMA/ nD CViCT ACDLJAI T (`nnl/` n\/CAI AV
PAVEMENT WIDENING TO EXISTING
CONCRETE PAVEMENT*
CLASS "B" ASPHALT CONC. OVERLAY
THICK NESS'S
N. 3RD. ST WELLS TO HOUSER- 3"
N.4TH. ST. BURNETT TO PARK- 3"
N.4TH. ST. PARK TO FACTORY - 2
CLASS "C11 LEVELING COURSE
N. 4 TH. ST. PARK TO FACTORY- I"
3 1/2"ASPHALT CONC. CLASS "B" TWO LIFTS, 2"Ek 1 1/2"
4 AT13
6"1 1/4 (-) CRUSHED SURFACING
3 BANK RUN GRAVEL
EXIST. SUBGRADE, SEE SPECIAL PROVISIONS FOR
TREATMENT
OMIT BANK RUN GRAVEL AND COMPACT SUBGRADE
TO 90% DENSITY, AT 3RD. PL.N. & N.4TH. ST. AND 3RD.
PL. N. & HOUSER WAY
6
Jack E.Wilson
City Engineer
EXIST. PAVEMENT
1/4
15 _ WELLS
7.5 1` MIN
I±MIN I±MINI �'
I I
4 "ASPHALT, CLASS "B"/
6 CRUSHED SURFACING,
1 1/4"(-)
2"CLASS "B" A'.PHALT CONC.
,�-- EXIST. CONC. PAVT.
SEE SPECIFICATIONS FOR SIZE AND
TYPE OF ROCK. TERRACE ROCKERY
WHEN HEIGHT EXCEEDS 8'
ROCKERY DETAIL
BELLEVUE
VARIES
RAISED CHANNELIZATION
LANE ARROW
SAW CUT
ASPHALT I
RECONSTRUCT
ROAD ( SAME AS
ON LT.)
HOLD TRENCH LINE HERE. AFTER
BACKFILLING TRENCH, REMOVE
ASPHALT TO CENTER LINE SAW CUT,
AND TO LIP OF GUTTER, RECONSTRUCT
ROADWAY.
HOLD WIDTH OF TRENCH TO 151 WHERE STORM
TRENCH LIMITS
3
I' MIN. I Ir-
EXIST. SIDEWALK
I 4" GAS LINE
\\�REPLACE EXIST. CEMENT
,—CONC. CURB &GUTTER
DRAIN LINE CROSSES I ST. AVE'. NORTH
O.D.+ 1.0' MIN.
22"X 13" C.M. P. ARCH d = 42"
21 PIPE, d=4211
1 i
24" PI PE, d = 5411 d
WELLS AVE. N.
N. 2 ND. ST. TO N. I ST. ST.
EXTRUDED CURBING TYPE "A"
BANK RUN GRAVEL CLASS "All
2''CLASS "B"ASPHALT CONCRETE
WASHINGTON
- 0
4" AC PAVEMENT
- I
DENSE GRAY SANDY
SILTY GRAVEL 13'�
-2
-3
LOOSE TAN
-4
S I LTY SAN D
-5
-6
LOOSE, RUST, GRAVELLY
-7
FINE, SILTY SAND
- 8
LOOSE,RUST, MEDIUM
- 9
TO FINE,GRAVELLY
SLIGHTLY SILTY SAND
-10
LOOSE ,TAN , G RAVE LLY,
- I
FINE TO COARSE POORLY
GRADED SAND (CLEAN)
-12
-13
NO GROUND WATER
ENCOUNTERED
BORING LOG
0+ 40
WELLS AVE_
WELLS AVE.N.
N. I ST. ST TO CEDAR RIVER
34.7
i.
6-6 +
.. �� 21.72
6it
19.12 ;
S= 0.0100
BACKFILL UNDER METRO 22'X 13 C.M.P.ARCH -
LINE WITH STD_ 3-(3/4)
CEMENT CONCRETE
CITY OF RENTON
PROPOSED IMPROVEMENTS
N. 3RD ST. 8& N. 4 T H ST.
DETAILS
LOGAN AVE. N. TO SUNSET BLVD. N.
WELLS AVE.
DRAINAGE
STA. 2+91
42 It DIA. CONCRETE
SEWER PIPE (METRO)
OLD TRENCH LINE
-EXISTING 4
/ 2 SACK PEA GRAVEL
/ CONCRETE BEDDING
NEW PIPE ARCH TO PASS
UNDER EXIST. METRO SEWER
LINE. BACKFILL WITH CONC.
AS SHOWN. NO JOINT UNDER
METRO LINE.
STA.0+92.5 TO 2+60 AND
3+44 TO 5+75 , PIPE TO
BE ASPHALT COATED
WITH PAVED INVERT.
STA. 2+60 TO 3+44,PIPE TO
BE ASPHALT COATED
WITH SMOOTH ASPHALT
LINING.
4
11
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A.
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II
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C-6745 �.