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TOPOGRAPHIC FEATURES
VARY SEE PLANS
�- �
\% j i
90' I RESTORATION NOTES:
1� ROAD I -
PIPE 1, RESET ALL DISTURBED MONUMENTS AFTER CONSTRUCTION PER SPECIFICATION
6' O_C_ 2': ASPHALT CONCRETE OVERLAY AND CITY OF RENTON REQUIREMENTS
—SET RESTORED GROUND AT "(FINAL ELEVATION TO MATCH EXISTING CURMNE) o
2 % FROM EXIST_ CURB TO TYPICAL 2_ RESTORE ROADWAY GRADE AND CROWN TO MATCH EXISTING RESTABLISHED
MATCH EXISTING_ (TYP) GRADES AND CROWN FROM EXISTING CURB. PROTECT EXISTING CURB DURING
2' ASPHALT CONCRETE OVERLAY E
CONSTRUCTION ACTIVITIES.
(FINAL ELEV. TO MATCH EXIST.
CURBUNE) TYPICAL TOPOGRAPHIC FEATURES
11.00' 11.00' 12 O' 11.00' 11.00 TYPE 2L TRAFFIC ARROWS
LANE LANE E e LANE LANE VARY SEE PLANS I
'% 2% , J
Ca
I =1 I I I =i 1 =� i — —I �_� =1 `ff \ \ff \ \ff \ \/f ff \ %f \ff \ %f \ \f� \f \ f \ \/ ` j�/ \f� CENTERLINE TWO -WAY 0 Q of
ll I� l l =l I I —1 I I \��i \��i \ \i� \i\��t �``� \�.�\`. < �. \f / LEFT TURN LANE - vIO a
!- EXIST. ASPHALT CONCRETE PAVEMENT €— t _ I o T
I I 1 1 1 —I [ I lit tp Ili lit t f�1/2 WIDTH
CLASS "B ", 2" WEARING COURSE 1—� _1
COMPACT DEPTH �� I I ! ! I =1 I I =1 I I =1 l l =1 —I l l�`i SIDE SLOPES TO BE DEiERM1tNED BY CONTRACTOR, — - — - -} - — - — - — —
I L — — — — — ` ; EXCEPT AS OTHERWISE INDICATED
EXIST. ASPHALT TREATED BASE, l -1 ! 1 =1 I ICI 1 =1 l I 11=\ \� 1/2 WIDTH
4" MINIMUM COMPACT DEPTH // U, I U U v
Garry Struthers Associates, Inc._
' 2955 80th. Avenue SE
® Mercer Island, WA.
i\
EXIST. SELECT ROADWAY BORROW,
\f
\�
Oa00d dOdOO�
O a O O O �a 1�
\ \.
approval
signatures, and
$�
professi n i seal
TYPE
6" MINIMUM COMPACT DEPTH
X/
aOdO
d0dO
\�
RAVIN�i ND
ENTMT ND
ARROW
C117
DOUBLE
/000
ad d
d0a0 0
aad
DOUBLE
DOUBLE TURN ARROW
DETAIL'X>'
CONCRETE CURB
.
O O
O O
O
O O
SINGLE
NO SCALE
23 2IST.
& GUTTER
23 22
`�.
DOUBLE
M65 +60
DOUBLE
M68 +09
\ \
DOUBLE
M70 +57
oada
00000000
0000
\<
TRENCH
DOUBLE
M75 +57
'
0
M78 +09
M82 +64
INCLUDING BEDDING
�1/2 WIDTH
TYPICAL ROAD RESTORATION SECTION A
SINGLE
12' MIN
- 9.00' I.D.
CONCRETE SURFACE
AND BACKF A IL!
jj- CENTERLINE OF LANE
M92 +77
M92+77
SCALE: , ° =5' TYP. 2 '
17.00'
RESTORED - PAVEMENT
SURFACE RESTORE
SINGLE
1/2 WIDTH TURN ARROW
LOCATION SCHEDULE
Garry Struthers Associates, Inc._
' 2955 80th. Avenue SE
® Mercer Island, WA.
B.T.
See original file
copies for
submittal an
approval
signatures, and
STATION LOCATION
professi n i seal
TYPE
STATION
RECOMMENDM -
POINT FOR SINGLE
ROADWAY RESTORATION
RAVIN�i ND
ENTMT ND
ARROW
C117
DOUBLE
M54 +30
I I SECTIONS AND DETAILS-.
FMEET W OF
DOUBLE
M58 +00
DOUBLE
M60+17
SINGLE TURN ARROW DETAIL
SINGLE
M63+24
23 22
`�.
DOUBLE
M65 +60
DOUBLE
M68 +09
DOUBLE
M70 +57
DOUBLE
M73 +10
SAW CUT TYPICAL
DOUBLE
M75 +57
12' MIN.
DOUBLE
SINGLE
M78 +09
M82 +64
EXISTING ASPHALT -
SINGLE
CONCRETE SURFACE
�- OOSiING OR
SINGLE
M92 +77
M92+77
_ -
RESTORED - PAVEMENT
SURFACE RESTORE
SINGLE
EXISTING TREES
PLANTER WIDTH
SEE PLAN SHEET C118
i
o p¢ o G o G po
EXISTING ASPHALT TREATED BASE
X'
RESTORE
TOP
f
COVER
AND PLANTINGS
EXISTING CURS
PROTECT
J
FROM DAMAGE
VERTICAL
CONCRETE CURB
EXISTING OR
RESTORED PAVEMENT
REST
EXISTING CURB
_
SURFACE
PROTECT FROM DAMAGE
CROWN
_ -
-
_
/ _ - "_ _' - _ -
EXIST. CROWN �s
- -
-
z
00
z
One
zo
- - - -
`
O � V
Z �w
co
D3 _
TYPICAL PLANTER RESTORATIOiJ
NO SCALE
Tt62
a z
2
17
23
Garry Struthers Associates, Inc._
' 2955 80th. Avenue SE
® Mercer Island, WA.
C D F G AI-0- S' - 222�t 3 H
;L 24X ROLL 158 F R 3, 4
3
B.T.
See original file
copies for
submittal an
approval
signatures, and
or engineer's -
professi n i seal
9
S
C D F G AI-0- S' - 222�t 3 H
;L 24X ROLL 158 F R 3, 4
3
B.T.
�yy c T
® ®, ®■ .� ` ■ �' o wtY of. Neb opol ton 34mttie
JULY 191% '
DRAW*
d.C,T G T./B T.
ALE.
SOUTH INTERCEPTOR PARALLEL
FILE ND
A7B
NO SCALE
PHASE U
RECOMMENDM -
ROADWAY RESTORATION
RAVIN�i ND
ENTMT ND
C117
w/M 211- 44 '
I I SECTIONS AND DETAILS-.
FMEET W OF
C D F G AI-0- S' - 222�t 3 H
;L 24X ROLL 158 F R 3, 4
3