HomeMy WebLinkAbout1787.01r,
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CURB RETURN ELEVATIONS
caper to /V1a?tch 5A[ t.' `
PC, 8 t 0 2.933 5. b 5 -- ---- - - -
construct sidewalk 5.74 /U. 6'
_ C`4't V/rde x 2' L0t2 ,-�' I/4 _ 370°3G'02"
1/2 35.83 /
Consf -UC7' 6ro`ewa!k Cons true tiori I Curve Edge 3/4 35.91 ,- _ _z _ _--_
/a. �2 End Pape �' .�
08'�' Wrde x 8't L nng) Ll1 i to 8/end .
Easerr�en i P.T. 4483.72 L 36.Ooj L= /8.48'
4 Constructro/7 o
�a INcutk,�: P Ease.men f �, �• /.
QCi t� °r k --J 71-25(307'
33.77
0
7 �� ° ���
IN
WELLS AVENUE SOUTH � 'f 3463 �
N, 00013 56° W. q) ,fIV
rA see Sht 22
- 8
MSLD
6 f 96 ---- -- _
&C_qin Sic'e vva /k
6e.j1"7 Brick Sf/-lp
6 ?cS
1
7t 47.45 C :-,,r6 PC.
/8.82' Rf
/t/o tc
T-° r r/ and .S -)Sta//atic-r7
& tZ =MVPe all d15t0t-bed o3reas
CexCL-pt /andsCepcareas
&aserne n -t Sfa tioninj
d�st�rrces are From exist. �E
20' 10, 0' 40`
SCALE
rn
�
N
0
O
ro
o14)
®0)
DRAWN GL R 8-85
z,o
CHECKED r4 B. l
4-
PROJ. ENGR.
IZ v 4
DIST. ADM..
Z
G
0
DOT FORM 221-011
Revised 9/82
n
Por Sidewa/k
Shale t.
7+ 9 0.3 7 Coi-b A-C.C.
8+ 14.13
42°28'0O
360.00'
139.Be
266.83;
PI. STATION
T L�
R
T
L
CURVE DATA
7t68. Z2
%7a'9'z3"
/35. 0' 20. _
R T L
N1, 3TATION
-=
EAST CURB CURVE DATA
A497 4Ch E xr fin9 ,Bern Ta�� r`
S. RIVERSIDE DRIVE
STAB+50
BEGIN CONSTRUCTION
.BegirRa
2-An„ See She-
8e9n7 vide walA
CURB RETURN ELEVATIONS
PC. 14.f69.78 36.00
1/4
36.20
1/2
36.30
3/4 _
PR.C. 8t.5Q. 88
T36.48
36.66
I P. C. 9+67 56
36.77 1
36.65 r
I/2
136.46
3/4
36.18
P.T. 24t63.o4
�35 866�
R = 115.Oo,
CUR R i U'Rlti ELEVATION S
T /5. ra /
L = 24. 0 6'
36./7 „
0W R = /5. D 0
9 f 6 2.4 0 We 1/5 Ave. S. -
_\ \ T = /8.45 -4 t �057 Cedar Rive Tro��d.0 pK J
\h
See Sheet 2 2
8+42.60
St 2C3.1 i We/45 Avenue S. =
/5t 06.ir� S. Rrvc�rside ,0�:
` REGION STATE FED. AID PROJ. NO.
N .
10 WASH BRM-1157 (1)
,►OB NUMBER
86 W 002
CONTRACT NO.
DATEI REVISION BY APP'D 3i/5
L = 26.6 4
f
\h 91180.83
End Br/dyc J!v
9 �\
fir!
-9-�- 4103 P. T.
Starrs Wa// qi
b
CURL* RETURN ELEVATIONS
PC, 9f 73.57 3_6_.45
I/4
36.40
3/4
P,T. 25 f 23.2
LB6, �05J
R = 15.00'
T= 14.51'
L = 23.06'
Z5f85
Match EXISt r7u"ce
N.RIVERSIDE DRIVE
/
STA. 25+85
END CONSTRUCTION
t Rt-, IETURN ELEVATION -
PC.
1/4
1/2 35.85
3/4 35.85
P.T. /Of 21.76 35.77
TOTAL
SHEETS
°55'
R= /.5.00'
L = 24.0
M1914-C /i Exrst Pa>r'7`:
9t 92.58 Weds Aven Ill =
24+ 93.65 Al. Ri ve.l--s i de Dr.
�O
',CURB _ RETURN ELEVATIONS
PC. Y31¢23 40
1/4
►/^ _ 34.83
3/4 _ 34- 86
j P.T. 5ty0. /v?�t0� �xi's - 34.90t
L= 93 ° 20' t"
R = 15. 00 '
Z
o0
Q`J ag
�• 2.3 ?3
Be-.-911-7 Driveway
tiCK
1 400
�1
0
44atc,17 i5xr6t.,n3
Side vv /k5
MatchP�v'f
22 t 41± -
Ma-ch Exisf Curb and Gutfcf-
N.RIVERSIDE DRIVE
STA. 22+ 41
BEGIN CONSTRUCTION
CURB RETURN ELEVATIONS
PC. 24 t 69.52 35.95
1/4 -
36.05
�0/2
36.10
3/4
36.07
rRT. /O t l! S
36. 04
R = /O.00'
T = 9.6 7 '
L = /5.3 7 '
0 i Match Eris tln
Dt-1 ve w.ay
14
X�
//t5:3.29 Wells Avc. No. =
5tO.25 F'T. /Y. I-sT 5T v
j
T = /5.9 O
L - 24.44' Ens` Cc�t17, Gutter S,dc w/k
,4 ia:4c/ - 5.c 16 ter
HIGHWAY DIVISION
Fea.28" 198b
CURB �LcVATIOI S
1 P.C. //f 3 9.55
I/4 :34.74
1 1/2 ' 34.80
3/4 34.8e
P.T. //f 86.57 J 34. 92
�= 41059'15
R = 50.00 '
T = 19. 19'
L = 3 6.64'
CURB RETURN ELEVATIONS
PC. 12f//.03
1/4
11/2 35. 03
3/4
j P.T. 4.1-99 4f3 _.__- 34, y8
i�l= 45024.55"
R = /500'
T = 6.28'
L
4r8;;� 1-
Eno' Cew-b, C�u t to r� Sides wa/k
Match Exis finJ �
Or
i /2 t o0
E/e v 34.97 rC.
E/ev. 3447 ieZ,
2 09.90
\\\X"
i
� Washington State
Department of Transportation
E C0 ENGINEERS, INC.
BELL`VUE, WA EVERE i T, WA
12f33.17 Wells Ave. Al.
5100.00 Al. /ST $t
31 t 5 e . S6 8aseline 'A'
5053.51 /V. / 57' Sf
_ _
31 * 40.18 B.,?- e/ine 1,4' �
IW.7tcfl v net, t
Ele v:
CITY OFRENTON
WELLS' AVE. _BRIDGE REPLACEMENT SHEET
II
OF
PLAN 2 (5 n. �o t 00 T) zTr%. 10 33 35
SHEETS
1/7.5 7