HomeMy WebLinkAboutTED4001507.4P w
60'
Ex i s fing
/O, 20'
51 5 8 /2
Walk Plant' Pkg Lame
8fr1 p
Slope
I
Fea th er-
20 /O'
Lane Pk9 Plant Walk I
Sfr/p
I
� I
I
Feother
/
WELLS AVENUE SOUTH
AJ r. S.
Sfa. 0t57f to Sta. 4f05.00 BK,
Measured �-
1tlorrr�a/ fo
RI Va!-Ies
Existing �
( 25�Min.�' Sfa. 6f80.64
I
60�
Varves
35'Max. @Sta. 6f80.64 I
I
A B C I D
/l/of Steeper Walk P/an f Lame and Pky. Lame ar7d Pky. P/ar7f Walk
fhar7 2:I
App rox.
at ::eta. 7400)
Ex is frog
Grounc
Strip
Slope lIcries Exisfin
See ProFi/e
Topsoil Varies
C -See
Sh t /0
and ll�
WELLS AVENUE SOUTH
RIW R/W
Varies 35' _� varies
� Uar�es Varies
See P/an See Plan
I�-6' /5' �- -12 ` 8'
I Walk P/ahtl Lane Lane Pky Plano 7,1,k I
Sfr/P ''I Exrsting Sh-ip
Slope Varies 2: /
2�0 - See Profile I
----- j 2
Topsoil ' Topsoil
1 1
0
5 3 2 l 6
WELLS AVENUE NORTH
PAVEMENT LEGEND /v.T.s.
Sfa. 9t80.83 fo S/a. A3/f40./8
(D l %2„ Class B As,oha/f CWear1n9 Course) Camp, Depfh
O1%2..C/as3 B As,oha/f (Leve%ny Course) Comb. Dep fh
O3 6"Aspha/f Treated BGse Course CATS) Come, Depth
4O 4"Aspha// Treated Base Course CATS) Come. Depth
OCement Concrete Curb and Gu/fe/- Type A
O4" Cement Con S/de walk
' Ex isfir,y L�round
I (up to S E. fool/
Qnd
-22go 2 i(Max.) - I
I
Topsoil
i
I 6
I
I
A.I. T. S.
Sfa. 4t05, 05 Ao S4, 8f42.60
Additional Leve//ny Course
may be tec' ovet- o/d pavernonf
STATION
DIMENSION
A
B
C
D
E
41,05.05
O
5'
5
20'
20.00
4f50
O
5
4.22'
20
20.78'
5f0D
0
5"
3.36;
20
21.64'
5f5o
0
5'
20
22.5/' -
6 i00
O
6.63
O
20
23.37'
6 50
O
5.76'
O
20,
24.24'
674.25
O
5.34'
O
20
24.66'
6 t 80.84
O
5'
0
20'
25'
7+00
0.86'
5'
O
20'
24.21 '
7f 25
3.26"
5'
O
20'
22.13'
7435
4.75'
5"
5'
/5'
20.83'
7A 50
7. 59'
5'
5'
15'
AS. 38"
7-/-73.l9
/3.60'
5'
5'
/5'
15.6/'
7f 96.40
20.80'
/0'
O
15
/5'
DRAWN GC R 8-85
CHECKED -gS
PP.OJ. ENGR. _
DIST. ADM. l-&o�-��:
lv� F DOT FORM 22I-0II
Revised 6/80
dri ve way
Wa // L ii-ni /s
5fa./4t00 to
PC Sta. 14t69.7
See Sheet 2 2
Po,- Defa1/s
PC..
rn1n1mum West, rnaxlmurn east
A B
Side'vvalk P/anf
'I Strip
0.5,
I �'j.
Ie� � leJ �tr
E
2 , `;moo r - 611
Topsoil.
l ,f
l ExIsfing Uaries
River Bank
-__ Varies From 12.53 @ Sfa. /4t 50
to l2.28 , IF Sfa.13t50
t
SOUTH RIVERSIDE DRIVE
-west Curb Transition r''� S• R
''i 4.
n
S _ eo'ge driveway1.
Al. edge dri ve w �rC� 12754
ONA
REGION STATE FED. AID PROJ. NO. SHEET
SHEETS
10 WASH BRM-1157 (1)
J08 NUMBER �•
86 W 002
r'ONTRACT NO.
DATE REVISION BY APP'D
R/W
Baseline
Ex�'sting � i
Buy ld�ng I
Vori es /O' 9'
Sides✓olk
/ CBegin e
Sta. 23+84 Lt )
8.5
Building
� I
Topsoil I�I�
Slope Varies
Q I See ProFi/e
EQ UA TONS
4 + 05. 00 Sk = 4 *05. 05 Ahd.
l l + S3. 29 Bk = A 3/ t 00.00 Ahd.
R/W
20" I
/0' 1 /O'
� -Lame__._. Lane.
i I
Baseline Crownline
I
I
I
Slope Varies i Slope Varies
See Pro File See PeoFile I Z to
2 CMax. )
/ Exis hn9
Groun"4
/V. T. S.
Sfa. /3 t 50 to S fa /4-19/. 07
STATION
DIMENSION
A
e
13+50
-
-
13480
7.00
4.8'
/ 4+00
7.00'
4. 3'
14 f /8
//, 3'
O
14_�38
11.3'
O
14f50
8.5'
0
lot 69.78
8.5,
O
6'±
6„
Slope Varies Topsoil
See Pro File_ \
/
NORTH RIVERSIDE DRIVE
N.T.S.
Sfa. 22f4/ fo Sfa. 24476.8
R/W
I
Var/es
I
Ex using I
Ground I
I
O'CApprox.)
Top Soil
match exi5fin9
end of Wall
* See Bolan For a/evafions
**Va. /3+50 begin taper TranSlt/On to existing
Sta. 13+75 end tar pe
Sta. 14f70 begin taper Trans/- ior7 fo edge of lane
Sta. 14,191.07 end taper on Wells Ave. S. suloe,-elevafron
DIVISION OF HIGHWAYS
Feb . 28, 1986
APPROVED
�► Washington Mate
Department of Transportation
ENTRANCO ENGINEERS, INC.
E?i._.i_LEVUE, `NA EVER_ ; i , WA.
Basellne
/3' 4.5_5'
See Plash
Slope Var/eS
See peopIle,
2
Wa//(See SheefS20f20
�Rarr�p(See Sheefs 20 EZI
BegICT Curb Sta. 22f4o Rf.
Beylr7 Curb Sfa. 23+73 Z_t
6'
II Existing
2 �
Exis fin
9
o
�Gr un d
-- CD," Top Soil
NORTH RIVERSIDE DRIVE
/U. T. S.
Sfa.25f/3.86 fo Sta. 25f85
4.5'
Cemen f Concre fe 61ee walk
S/oo e r`o Fi t
r• -
6tick Pattern to Match Existing
ed of C/eG17 Sono' rFine Agg't) -
See S,oec/,o/ p�oc�is�ons.
BRICK PARKING STRIP
Al r. s.
Sfa. 5f65 VIC. Rt
Sta. 64 78 fo Sta. 7484 Vic, R-
CITY OF RENTON
WELLS AVE. BRIDGE REPLACEMENT
ROADWAY SECT ION S
SCANNED OCT 2 7 2006
4- ,
35
SHEETS
N.
ob
A