HomeMy WebLinkAboutR-398111XREF LIST
Ltscole: 1
Resolved
TTLBLK
C796R500
T796X370
C796G450
S796B190
LBMSEAL
Unresolved
junk
0
E
0
Z
0
T
J
►.19
CD
c_
•L
0
8'
CONSTRUCTION
VARIES
- —
EXIST.
6 I QZ0i>r02MIF.AW*'�'�OYM01
4'
CONSTRUCTION CE
VARIES
STA 55+02 TO STA 57+45 LT
STA 59+73 TO STA 62+10
,r)"
STA 62+10 TO STA 63+35
CONSTRUCTION
VARIES
EXIST.
-----
STA 59+73 TO STA 63+35 LT
TYPICAL ROADWAY SECTIONS
NOT TO SCALE
STA 63+81 TO STA 66+53 LT
STA 66+53 TO STA 69+80 LT
12" 6'
CONSTRUCTION q
CONSTRUCTION CL
VARIES
STA 69+80 TO STA 70+ 14 LT
CONSTRUCTION q
APPROX. EXISTING
GROUND
APPROX. EXISTING
GROUND
i
i
/
1 8" COMPACTED DEPTH HMA CLASS 1 /2" PG 64-22.
2 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE.
3 SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D-1557. SUBGRADE TO CONSIST
OF UNDISTURBED NATIVE MATERIALS OR STRUCTURAL FILL. STRUCTURAL FILL MATERIAL TO CONSIST
CRUSHED SURFACING BASE COURSE, SEE FILL SECTION THIS SHEET.
4
FINISHED
GRADE NOT STEEPER THAN 2H:1V UNLESS NOTED
OTHERWISE; MATCH EXISTING GRADE.
5
CEMENT
CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT
STD F-10.12-02, LIMITS PER PLAN.
6
CEMENT
CONCRETE SIDEWALK PER WSDOT STD F-30.10-01,
WIDTH AND LOCATION AS SPECIFIED
ON ROADWAY AND DRAINAGE PLAN AND PROFILE. SEE WALL
PLANS FOR THICKENED SIDEWALK
SECTION
WITHIN LIMITS OF RETAINING WALL.
7 PLANTER, LOCATION AND LIMITS PER PLAN. SEE LANDSCAPE PLANS FOR DETAILS.
SAWCUT 18" FROM EDGE OF PROPOSED CURB AND GUTTER, UNLESS OTHERWISE SHOWN ON PLAN.
9 3" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE.
10 MATCH EXISTING ROADWAY SLOPE. NOTE THAT EXISTING ROADWAY SLOPE MAY FALL EITHER TOWARDS
OR AWAY FROM THE CURB.
11 RETAINING WALL, LOCATION AND LIMITS PER PLAN. SEE WALL DRAWINGS 5.01 TO 5.03 FOR DETAILS.
PLANE EXISTING PAVEMENT AND OVERLAY WITH 2" COMPACTED DEPTH HMA CLASS 1 /2" PG 64-22
12 (WEST BOUND OUTSIDE LANE ONLY OR AS DIRECTED BY THE ENGINEER).
FOR AREA BETWEEN LK WASHINGTON BLVD AND NE PARK DR,
FROM STA 53+40 TO STA 54+20, COMMON BORROW MATERIAL
SHALL BE USED AS FILL TO ACHIEVE GRADE, SEE DRAWING
3.06 FOR LIMITS.
omk1 r\rILL HIM k,3M,, JGG YYALL
DRAWINGS 5.01 TO 5.03 FOR
FILL SECTIONS ADDITIONAL DETAILS.
LOCATION PER PLAN
SURVEYED: JFS
$ cp'��' '' '�' CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 3.05
hbL
DRAWN BY: CMF ti ay
DESIGN BY: TJP o 4ww �'A Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070 007 PROJECT NO. 31796
d P
FED AID NO. CM-1070(007)
CHECK BY: LBM HanmiGlobal Partner ��
10230 NE Points Drive 23 APPRO D FOR CONSTRUCTION TYPICAL SECTIONS DATE: Jan. 2014
PROJ MGR: LBM F&an #tasti & 93033 G'ISTE4
NUMBER REVISION DESCRIPTION BY APP. DATE Phone: FAX: (425) 827-9577 (425) Cs1 �� � SHEET NO. 11 OF 44
7-9577 S1pNAJ,, � BY: DATE: T
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