HomeMy WebLinkAbout1558.10REVISION
30,
2 21-
VARIES 15'-18'
22'
VARIES 15'-18'
3" ASPHALT CONC., CLASS 6 OVERLAY
EXIST. ASPHALT ROAD**
REMOVE EXIST. CURB 81 GUTTER, B-OTH 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
301
2•
1-0
BANK RUN
GRAVEL BACKru_LT
REMOVE & REPLACE EXIST. 6
� I CONC. SIDEWALK, BOTH SIDES
Nv/ '\N
��SPHALT CONC., CLASS "B, TWO LIFT
\\�-4 ASPHALT TREATED BASE
\---6" 1 1/4"(-) CRUSHED SURFACING
3" BANK RUN GRAVEL
SUBGRADE-SEE SPECIAL PROVISIONS FOR TREATMI
R/W ON N. 3 RD. ST. BETWEEN BURNETT
WELLS AVE.N. IS 56'WIDE.
N. 3RD.'ST. BURNETT TO WELLS, REMCVE EXIST PAV-
AND CONSTRUCT ENTIRE ROADWAY USING WIDENEI
PAVEMENT SECTION.
2 ",r)N C., CLASS "Bit
3' AT B
6 " I I JSHED SURFACING
COMPACTED EMBANKMENT SUBGRADE. WHERE
EMBANKMENT SUBGRADE IS LESS THAN I" ABOVE
EXIST.SUBGRADE, REMOVE EXIST. TO A DEPT;,-) OF
AVE ENT SECTION I'
OW BOTTOM OF PAVEMENT SECTION.
P
N. 4 TH. ST. & N. 3 RD ST
LOGAN AVE. N.TO BURNETT AVE., N.
KftnA, 7V!C_r ACMLJA, -r e'f-1,Kir' n�/=f A\/
PAVEMENT WIDENING TO EXISTING
CONCRETE PAVEMENT*
CLASS "B" ASPH A! T CON'%--.. OVERLAY
THICK NESS'S
N. 3RD. ST. WELLS TO HOUSER- 3"
N. 4 TH. ST. BURNETT TO PARK - 3'
N. 4 TH ST PARK TO FACTORY - 2
CLASS "C" LEVELING COURSE
N. 4 TH. ST. PARK TO FACTORY-'
DATE 1
�
DESCRIPTION
CHANGE RETAINING WALL& PAVING CROSS SECTION
3 ASPHALT CONC. CLASS "B" TWO LIFTS
4"ATB
6"1 !/4 (-)CRUSHED SURFACING
3" BANK RUN GRAVEL
EXIST. SUBGRADE, SEE SPECIAL PROVISIOr-''.
TREATMENT
OMIT BANK RUN GRAVEL AND COMPACT SUBGRADE
TO 90% DENSITY, AT 3RD. PL. N. N. 4 TH, ST. AND 3RD.
PL. N. & HOUSER WAY
RELOCATE PROPOSED STORM DRAIN LINE N. 1-S-T- ST. TO CEDAR RIVER
APPROVAL
Jack E.Wiison
City Engineer
fi
4"ASPHALT,
6"CRUSHED
1 1/4
2"CLASS "B" ASPHALT CONC.
CONC.PAVT.
BROKEN CONCRETE SIDEWALK
RETAINING WALL DETAIL n2-
tJ
BELLEVUE
VARIES
WELLS AVE. N.
N. 2 ND. ST. TO N. I ST ST.
EXTRUDED CURBING TYPE "A:'
BANK RUN GRAVEL CLASS "'A""
2" CLASS "B"ASPHALT CCNCRETE
RAISED CHANNELIZATION
(TY
6
X Tf- T
-T'IN(' EN( AN�._. RS
S U'l,
WASHINGTON
ROAD ( SAME, A_
ON LT.)
-D TRENCH LINE HERE. AFTER
',KFILLiNG TRENCH, REMOVE
'HALT TO CENTER LINE SAW CUT
TO LIP OF GUTTER, RECONSTRU6T
kDWAY.
DTH OF TRENCH TO 15, WHERE STOR
-1 NE CROSSES I ST. AVE. NORTH
22"X 13" C.M. P. ARCH d = 42"
21 " PIPE, d = 42'
24"PIPE, d=54
- 0
4" AC PAVEMENT
- I
DENSE GRAY SANDY
SILTY GRAVEL 13"
-2
-3
LOOSE TAN
-4
S I LTY SAN D
-5
-6
LOOSE, RJST, GRAVELLY
-7
FINE, SILTY SAND
-8
LOOSE,RUST, MEDIUM
-9
TO FINE,GRAVELLY
SLIGHTLY SILTY SAND
-10
LOOSE ,TAN, GRAVELLY,
11
FIN E TO COARSE POORLY
GRADED SAND (CLEAN)
-12
-13
NO GROUND WATER
ENCOUNTERED
BORING LOG.
0+40
WELLS AVE.
�s�
O.D.+ w
WELLS AVE. N.
N. I ST ST. TO CEDAR RIVER
34.7
6
. i' � P •�y 21.72
h
6
BPI 6'
16
I
—7
19.12
S= 0.0
log
BACKFI LL UNDER METRO 22 X 13 C. M. P. AR r!A
LINE WITH STD_ 3-(3/4) 1
CEMENT CONCRETE
WELLS AVE.
DRAINAGE
STA. 2+91
CITY OF RENTON
PROPOSED IMPROVEMENTS
N. 3RD ST N. 4TH ST.
DETAILS
LOGAN AVE. N. TO SUNSET BLVD. N.
REPLACE EXIST
CEMENT CONC.
CURB a GUTTER
42"DIA.CONCRETE
SEWER PIPE WEIR
�1 11- OLD TRENCH LINE: 11
,,EXISTING
2 SACK PEA GRAVEL,
CONCRETE BEDDING
NEW PIPE ARCH TO PASS
UNDER EXI',,T. METRO
LINE. BACKFILL WITH CONC.
AS SHOWN. NO JOINT UNDER
1
METRO LINE.
ND
3+56.73 TO 54-75, PIPE TO
BE ASPHALT COATED WITH
PAVED INVERT.
-A 2+60 10 3- 56.73, PIPE
TO BE ASPHALT COATED
WITH SMOOTH ASPHALT
LINING.
SCALE; Drawn oy L;c Sheet I
244 7-3-413
NONE - k
f
A JOB NO� b
WA
C-6745
WWI,