Final Approved Plans WSDOT _Page_06O
a
al
w
=I BURLINGTON NORTHERN
N
N ...,rr _ _.-- ,,,-____ .......... .,...
OI
ny00 - N 51'33'50" E 718+00
LL - ~-- - -1- -
~ '~ 10
Q
(~ ~' I `-~
F
A LINE 719+00
YELM RAINIER HWY. (S.R. 507)
D E F G
~)
~ to
NTERSECTION I-~ ',
"
" Z la
(
A
-LINE) SR 507 STA. 721+96.24=
"
"
I ~ ~
OI
(
B
-LINE) CARTER RD. SE 100+00.00 , W
I
"A" 721+10, 35'LT ~' ~ ~~ ~ ~ 2
LUMINAIRE BY OTHERS. CONSTRUCTED '
~ m K N
WITH BREAKAWAY FOUNDATION PER WSDOT
~'
? l
---
STD PLAN J1-B ,
----------- --------' f olW
F
to
j
/ II
//
"A" 721+60.73 35.O~s`RT O
O
---
-----
--w---
~ 1 ANGLE POINT .,,r ~
;;
^~ I N
,. ,,.
rrr
,,
err ,
s .,,
"A" 721+60.73 14.5' RT
1 n
72a+oa
N 5133'50" E ANGLE POINT
721+DO
$
2
F
- -I - - -~- - - -+- - - -i- - - ~- - - + 1
--'c--___ M xl'
ZI_F_____ -~ -F_____F_____F~- C_____C___ 2 _C____
OP OP OP Y~OP OP OP OP
V A "A" 719+66.79, 36.0'RT/
I~ _ _ J °A" 717+75.12 36.0'RT LUMINAIRE BY OTHERS
~,.,.~~ ~„. LUMINAIRE BY OTHERSw ~ ~,,,~~-~„- _-___,__,-, _, _
I ~ /,"A" 719+85.24, 29.0'RT /
I ~# CONSTRUCTION NOTES: BEGIN TAPER
1 CONSTRUCT NEW PAVEMENT PER ROADWAY SECTIONS ON SHEET LGD1. PROPOSED PAVING LEGEND'
2 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER WSDOT STD. PLAN F-1 (~ ASPHALT PAVEMENT
3 INSTALL SIDEWALK RAMP TYPE 18 AS PER WSDOT STD. PLAN F-3a. L
D CONCRETE SIDEWALK
4 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F-3.
CURB AND GUTTER
5 MATCH EXISTING SIDEWALK..
6 CONSTRUCT TYPE 1 EXTRUDED CURB PER WSDDT STD. PLAN F-2b.
7 RELOCATE EXISTING CATCH BASIN TO NEW FLOWLINE LOCATION. ADJUST TO FINAL
GRADE.
8 ADJUST EXISTING CATCH BASIN TO FINISHED GRADE AND INSTALL SOLID LOCKING
COVER PER WSDOT STD. PLANS B-3D.20-01 AND B-3D.10-00.
361
35
34
E
717+DD
Q RENSICNS
717+50 718+00
DALE
718+50
ONE INCH A7 FULL SCALE.
If N0T.8CALE ACCORDINGLY
719+00
o y
1o I F
W
N
"A° 721+44
44 44.11'RT ~ q J
~ 9 .
CONCRETE INLET s =
RIM: 47,3 ~ ~~
3 g ~
~ IE 344.3 ~
D
F C-~_
F °"'--c__
"6 ~~-~
-=
I
"8" 99}57.3 44.42' T~Q "B" 99+35.27
A _
__c
oP oP,,
- BEGIN SIDEVr
__ ,. LK
~ END SIDEWALK
- - - - - - - - - c: - - - - -`0- -
- -
-
c "B" 99+29.21, 18.4
_.. ~
c o __,,~ ~ ~ --
~~... - ~..- ..._. _.,,..... „ ~ ~ CATCH BASIN
d RIM: 346.6
~
u-.-,.... ~ ,~, ..._ a ._m.v - e~~~.
"A" 720+85.24 44.0' RT
2 END TAPER _ - _
A 21+51, 52 RT
LUMINAIRE BY OTHERS
"B" 99+38.39, 44.2'LT . , _,._.
3 I
_
l
5 ANGLE POINT
., ,,,. ,.-. ,. ~ ,,,, ,.. , r ~ w
SCALE IN FEET
0 20 40
CURB RETURN ELEVATION TABLE
N i0P/FACE DF
CURB ELEVA7)ONS
0. BEGIN STA. OFFSET BEGIN 1/2 END END STA. OFFSET RADIUS LENGTH DELTA
1 "A" 721+35.23 44.0' RT. 347.92 34232 346.75 STA. "B" 99+10.44 15.84' LL 45.0' 70.73' 90'03'22"
T
W P 5 LF ®0.5~ SLOPE AND CONNECT TO
y RELOCATED CB. PROVIDE FITTING AS
y NECESSARY TO CONNECT TO EXISTING PIPE.
R=300'
W L=204.52'
D=39'03'40"
U
719+50 720+00 720+50 721+00 721+50 722+00
//
9
~
~
FRO~ECr NAYELM COMMUNITY SCHOOLS
~
ROADWAY, DRAINAGE & ILLUMINATION
DRsoF ~z
yp
~ FNG~NFEwraG PaNN~N~.EN~RONMExra<SC~ENCES INTERSECTION IMPROVEMENTPLAN
enarruau waewa SR 5071CARTER ST.IBRIGHTON ST.
P 36ri"593603 F ~0.5i9A159
~`~`~~""~~~"
~F».~a~m YELM, WASHINGTON PLAN & PROFILE
STA. 717+00 TO STA. 722+00
PP02