HomeMy WebLinkAboutR-4367031 6th AVE SE �� R R V
� � � 6 t h AV E ��
9.144 m 9.144 m 9.144 m € 9- 144 r
-T- - -- - _ -- - ----- - - -
- -f�l . . ..... .... .... ......
0
152mm #
w I � �
304mm 1.52m 6,7m - Fit VARIES 304mm VARIES '3.5m-6.2m` VARIES 3.28rr 6.7m)
VARIES 52mr 2rnm , VARIES
VARIES_ y152mm* * � ��� t �,
7
7 '
2.00%
SAWCUT AND MATCH '
NEW ACP TO EXISTING SAWCUT
AND MATCH i
GRADE. ' NEW ACT' TO EXISTING SAWCUT AND MATCH NEW
1 EXISTING CURB AND � I � � � jjA � � MATERIALS
1 GRADE. i ACP TO EXISTING GRADE.
EXISTING EDGE GUTTER TO REMAIN V !
5 OF PAVEMENT RO A �ta,i�� ������ A
2 11 ■� ►'1 1 50mm MINIMUM COMPACTED DEPTH ACP CL. B WEARING COURSE z - EXISTING EDGE �xEDGE_
N.T.S. OF PAVEMENT OFF PPAVAVEMEENTNT
B
3 STA. 2+991.3 TO 3+102.1 15 (2 50mm MINIMUM COMPACTED DEPTH ACP CL. B LEVELING COURSE ROADWAY SECTION D
1--� STA. 3+ 143.651 TO 3+397.1
4
304m r
— 1 1 Fth AVEC�
RAW _ ... � � ,���� ,,.` .,` R/W
'.00%
9 ,144 m 9.144 m
I
152mm
152mm
I
6.7m 6.7m
VARIES 152mm* 152mm* VARIES
I
I
I
-_----------- --------------
Ii
SAWCUT AND MATCH 1SAWCUT AND MATCH NEW
1 NEW ACP TO EXISTING ACP TO EXISTING GRADE. 1
GRADE.
EXISTING EDGE
OF PAVEMENT
ROADWAY SECTION B G>_
4 N.T.S.
50rnm MINIMUM COMPACTED DEPTH ACP CL. B LEVELING COURSE
= 100mm- MiNiM-UM COMPACTED DEPTH ASPHALT TREATED BASE 'd—
CEMENT CONIC. CURB AND GUTTER
s 100mm THICK CEMENT CONC. SIDEWALK
3D4mm INSTALL MINIMUM 50mm COMPOST TOPSOIL OR BARK MULCH
(IN LANDSCAPE AREAS) FOR ALL DISTRUBED AREAS AT BACK OF
OF WALK (TYPICAL).
7
r
NOTES
* SAWCUT 152mm MINIMUM FROM EDGE OF
PAVEMENT OR AS DIRECTED BY ENGINEER.
** NEW PAVEMENT GRADE 0.5% MINIMUM OR
MATCH EXISTING ROADWAY.
I
STA. 3+405.9 TO 3+455.02 (RIGHT SIDEWALK WIDTH
1.98m
INCLUDING CURB)
STA. 3+455.02 TO 3+494.816
STA,
3+494.816 TO 3+555.190 (SEE ALTERNATIVE SHOULDER
DETAIL
#1 FOR RIGHT CURB
LOCATION)
3+555.190 TO
3+565.190 (SEE ALTERNATIVE SHOULDER DETAIL #1 FOR
RIGHT
CURB LOCATION, NO
CURB/SW ON LEFT SIDE)
R/W
- 116th
AVE SE
R/W
9.144 m
L
9.144
m
304mm 1.52m
2.00%
i~
5
N.
152mm
6.7m
VARIES 152mm*
FIELD BOOK: 1626 & 1628
SURVEYED: GAMMELL 191 —94
SURVEY BASE MAP: S.B. GRASS
5 94
99--o0
i
a
DESIGN ENTERED: KUNIHIRO
99—o0
DESIGNED NGUYEN
o4/oD
�
CHECKED: __...... MITCHELL
I
I
I
1
I
i
f
----_------------ ----------
SAWCUT
AND MATCH I SAWCUT AND MATCI
NEW ACP TO EXISTING i ACP TO EXISTING
1 GRADE.
EXISTING EDGE EXISTING
OF PAVEMENT OF PAVE{
3 ROADWAY SECTION C
4
N.T.S.
STA. 3+397.1 TO 3+405.9
6.7m
I C 7'_) ,, * \/A P 11= �
fl/DATE REVISION BY DATE
304m m
PLANSOF�RECORD
FED. AID No.
PROJECT No.
SURVEY No. _
REMOVING CEMENT
CURB AND GUTTER
R/W
I
EXISTING CURB
GUTTER TO REM
REM
N.T:S,
STA.. 3+565:19 TO 3+600
- SE 168th
9.144 m 9.1144
)2mm
---------
AND
i
' 152mm*.
-------
6,448rr: 20mm
I
l
SAWCUT AND MATCH NEW ACP'
TO EXISTING GRADE.
R /w
304m m
1.52m
R /w
-ROADWAY SECTION E
N.T.S,
STA. 0+921.42 TO 0+924.47 (SEE PLAN AND PROFILE SHEET F : ie CURB LOCATION)
STA. 0+924.47 TO 0+958.3 (SEE ALTERNATIVE SHOULDER DETAIL # FOR CURB LOCATION)
STA,: 0+958.3 TO 0+9753
CEMENT CONC. CURB AND GUTTER
EXISTING PLANTING STRIP
EXISTING SIDEWALK
—Z
ALTERNATIVE SHOULDER DETAIL #1
STA. 3+494.816 TO 3+565.190 - RIGHT SIDE
400593
28-23---05-27
MAINTENANCE DIVISION No. 4
1 EXRRES 3/9f02 __ I
-COUNT!' RCW7 ENGINEER
' VARIES I-r.37m -I.0 _7_47m)
i
154mm
' `EMENT CONC. CURB AND GUTTER
REMOVING CEMENT
f -_.-REMOVING
AND GU -I TEP — EXISTING SIDEWALK
i
.11�
i
�1 2
ALTERNATIVE SHOULDER DETAIL #2
i
D4—_-_STA.. 0+924,47 0+958.3 RIGHT SIDE
R-436703
KING COUNTY' DEPT. OF TRANSPORTATION"E
PAUL TOLIVER, DIRECTOR 3
OF
116th AVENUE S.E. - PHASE I28
INTERIM IMPROVEMENTS SHEETS
ROADWAY SECTIONS 310-30(03)