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MATCH EXISTING
MATCH EXISTING CURB
�gLES Sc
EX HMA PAVEMENT
NE 4TH STREET - STA 1+19 TO 2+78.5
TYPICAL SECTION 1'A
NO SCALE TYP
EX
R/W R/W
STA 6+20 TO STA 6+74
SEE SPECIAL SECTION
MATCH EXISTING CURB
CL
STA 6+20 TO 6+74
SPECIAL SECTION �1
NO SCALE -
EX HMA PAVEMENT
CL
* VARIES FROM 2' AT STA 2+88.0 TO 4.5' AT STA 2+95.0
NE 4TH STREET - STA 2+78.5 TO 7+50
TYPICAL SECTION j �
NO SCALE TYP
0
STA 4+88.8 TO STA 5+51.6
:E SPECIAL SECTION C
oc EX
R/W R/W CL R/W
VARIES
4 _ _ 42
I I 0.5'
5'* 4.5'*_ A 5'
PLANTING BIKE LANE
STRIP
\ I I 0.521
- �►
r-1
2
3
REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
DATES 1/3/14 BYt ECS
CALL 48 HOURS3324
GSTEg��'w4 BEFORE YOU DIG
,22 1-800-424-5555
TIB # 8-1-102(033)-1
1019 39TH AVENUE SE, SUITE 100
PUYALLUP, WASHINGTON 98374
T. 253.604.6600 F.253.604.6799
www.parametdx.com
33'
33'
_ 11' 11' 6' 6' 11'
TRAVEL LANE TRAVEL LANE TURN TURN TRAVEL LANE
LANE LANE
EX HMA PAVEMENT
EX PCC PAVEMENT �T.. EX PCC PAVEMENT
—�- — —\�— \�7`�\�\_-- —-------
7/1
26 26
18 * VARIES FROM STA 8+73 TO 9+03, SEE PLAN
{ 7
RECORD D:fAIT t r S
NE 4TH STREET - STA 7+50 TO 9+03
TYPICAL SECTION j�
NO SCALE TYP
SURVEYED:
DESIGNED:
C. SCHOTT
DRAWN:
V. RUBASHKA
ECS 1 3 1 4 CHECKED:
BY DATE APPR APPROVED:
0.5'
10' 5' Z PLANTING 'STRIP
TRAVEL LANE BIKE LANE VARIES 111: TYP
EX HMA PAVEMENT 21
i
78
8
7
IN
U CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT
STD PLAN F-10.12-02.
O2 0.33' PERVIOUS CEMENT CONC SIDEWALK.
O3 0.33' INFILTRATION BASE ROCK, SEE SPECIAL
PROVISIONS FOR SUBGRADE PROTECTION/PREPARATION.
4O 0.25' HMA CL. PG 64-22 —WEARING COURSE.
OS 0.25' HMA CL. PG 64-22 —LEVELING COURSE.
O6 0.50' CRUSHED SURFACING TOP COURSE.
O7 COMPACTED SUBGRADE.
O8 SEE LANDSCAPE PLANS.
O9 COATED CHAIN LINK FENCE TYPE 6.
10 CHAIN LINK FENCE TYPE USPS— 8 FT HT.
11 COATED CHAIN LINK FENCE TYPE 3 (MOD.) — 8 FT HT.
12 CHAIN LINK FENCE TYPE 6.
13 PROTECT EXISTING CURB AND GUTTER TO REMAIN.
G0.35' PLANING BITUMINOUS PAVEMENT.
aSTRUCTURAL EARTH WALL
GBACKFILL FOR STRUCTURAL EARTH WALL.
17 0.33' CEMENT CONC SIDEWALK WITH 0.15' CRUSHED
SURFACING TOP COURSE.
18 0.67' CEMENT CONC PAVEMENT PER WSDOT STD PLAN
A-40.10-02 WITH 0.35' CRUSHED SURFACING TOP
COURSE.
GEMBANKMENT COMPACTION (NATIVE MATERIAL).
20 GRAVEL BORROW INCI HAUL.
21 CEMENT CONC TYPE 410C CURB, SEE MD2
22 CEMENT CONC TRAFFIC CURB PER WSDOT STD PLAN
F-10.12-02.
24 EXISTING CURB AND GUTTER TO REMAIN EXCEPT AT
DRIVEWAY ENTRANCES, SEE PP PLANS.
26 SAWCUT FACE OF EXIST CONC PAVEMENT TO PROVIDE
CLEAN SMOOTH SURFACE FOR %4" JOINT MATERIAL. OMIT
TIE BARS.
16'
6'
EX SIDEWALK
STA 7+97 TO STA 8+23
SEE SPECIAL SECTION F
RS2
THIS DRAWING HAS BEEN REVISED TO REFLECT INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR, OBSERVING ENGINEER, AND PROJECT ENGINEER DEFINING KNOWN
DIFFERENCES BETWEEN THE FACILITIES SHOWN ON THE ORIGINAL CONSTRUCTION DOCUMENTS TO THOSE CONSTRUCTED. THE INFORMATION PROVIDED ON THESE RECORDS, HAS BEEN
ASSUMED TO BE CORRECT AND HAS NOT BEEN VERIFIED BY THE ENGINEER, WHO IS UNDER NO OBLIGATION OR DUTY TO VERIFY SUCH ACCURACY AND/OR COMPLETENESS. SAID
ENGINEER, BY PLACING HER/HIS PROFESSIONAL SEAL ON THIS DRAWING, HAS REVIEWED THE REVISION(S) TO VERIFY THAT THE CHANGES AS DEFINED BY THESE RECORDS DO NOT
APPEAR TO BE ADVERSE TO THE PLANNED USE AND/OR INTENT OF THE ORIGINAL DESIGN. THERE IS NO WARRANTY HEREIN FOR THE ACCURACY OF THE CHANGES SHOWN, NOR
ASSURANCE THAT ALL DIFFERENCES TO THE ORIGINAL DRAWING HAVE BEEN IDENTIFIED.
SCALE: DATE:
HORIZONTAL- NAD 1983/1991 �► CITY OF NE 3rd / 4th CORRIDOR IMPROVEMENTS 8/8/12
As SHOWN
PHASE 1 INTERSECTION IMPROVEMENTS FIELDBOOK:
RENTON PAGE:
ONE INCH DATUM Planning/Building/Public Works Dept. DRAWING NO:
IFAT FULL NOT ONECIALEH Approved For Construction ROADWAY SECTIONS - SHEET 1 RS 1
SCALE ACCORDINGLY \
SHEET. OF
Robert M. Hanson P.E. Date 03 43
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