HomeMy WebLinkAboutR-381211T
00
CM
Lu
SEC.19 T.23N. R.5E. W.M. CURVE DATA
P.I. STATION DELTA RADIUS ITANGENT LENGTH S DESIGN SPEED
MATCH LINE E167 11003+80.00 SEE SHEET AL20 NB405 1189+09.41 04°06'06" RT 3470.00' 124.25' 248.40' 4% 60 MPH
NBCD 11+69.23 04°09'46" RT 4154.50' 150.98' 301.83' 2% 45 MPH
E405 1180+36.88 I WN167 10+72.93 29°18'49" RT 300.00' 78.46' 153.49' 6% 20 MPH
(275.35- LT) `
I j'1 -I I I WN167 13+22.30 96°43'23" RT 155.00' 174.34' 261.66' 10% 20 MPH
I I l 4 N-N167 15+83.25 96°29'31" RT 155.00' 173.64' 261.04' 10% 20 MPH
w SB405 1186+11.33 /0 W MP 2.32 _ _ "-- /j N-N167 300.00' 119.86' 820 MPH
z' E167 11001+16.62 = V N167-N 22+92.39 43°51'44" RT 540.00, 217.42' 413.39' 10% 45 MPH
MP 26'29 DC-F 40+84.24 80°37'07" RT 1063.00' 901.79' 1495.70' 7% 45 MPH
tv NB405 1184+90.86 72.1T RT w i SB167 249+23.31 03°16'15" LT 4030.00' 115.06' 230.06' 2% 45 MPH
SURVEY CONTROL POINT w x o
GP17167-29 ; I _ NB 348+60.88 04°46'34" RT 4030.00' 168.07' 335.94' 2/0 45 MPH
iv �-
NB405 1185+01.03 NB405 1190+33.56 PT\
MP 2.32 = GENERAL NOTES:
o+7s.21
� _ � � � '''(0 SB405 1191+08.61 AP
- / / _
zi ___ �16�-.-'��� ---------------------- --- - 1. RIGHT-OF-WAY CALLOUTS ARE FOR CONTRACT INFORMATION
7
i� _-MB gR''- NB405 1189+09.41 PI ONLY. SEE APPROVED RIGHT-OF-WAY PLANS FOR EXACT
R l --
SB405 1183+43.06 LOCATION.
E405 1183+00.00, 21.67
N 173743.39 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 2. SEE SITE PREPARATION PLANS FOR CUT AND FILL LINES.
E 1297689.83 _ _ -
--- --- --
-ti-'' -----Y'
----- - --------- -�'-"_- - ---'- -- S 405 I 3
-_ N 86°tg•32" E�9 5°5 '25" n .ANY MONUMENT OR CORNER DISTURBED BY THE DESIGN
x
-- -------�„�__} _ _ REPLACED AT NO COST
- --1185-` -- 1990- _ z TO THE CONTRACTING AGENCY.
------- ;
----- __- - __ -- --SB I-405 .F. ==-_ _S_89°35!w,i: m
E405 1183+00.00 POE - - - ----- _ _ _ - - z
-- - _ --
cu
i -_---------
--------
____ ___ - NBCD 11+69.23 PI a
_ _. N-N167 _10+72.93 PI - _�- - o
N 86°18'36" E
NB 1-405
_ ,
1F - - 89°3t'38" -E o
- -- - E4S7=a 1M0+00.00 =- _ ". N-B6°50' E-------------- N
- - - - _ - - I _ _ - - - - - - - 13+20.08 PT N167-N 22+92.39 PI 0
--------- -- "- NBCD
NB167 352+56.71, 19.29' LT _
-----------
SB167 252+69.43, 7.05' RT- ' ? --- N-N167 11+47.95 PCC 0
N 173644.01 - w
__-- 297954.31_ _ _ - - - N-N167 13+22.30 PI m
--- -
----------------- WN167 9+94.47 POB/PC -
---------- NB405 1182+36.56 = -S =
SB167 252+69.43 POE NBCD 10+56.26, 14.00' RT 63°
E405 1183+00.00, 19.63' RT NBCD 10+18.24 PC S7p�� m
N 173702.17 ; �F
E 1297692.48 j; I N 86°78'36" E i ;' D
j ; I w NBCD 10+00.00 POB = ��
DC-F 40+84.24 PI ; N6405 1185+94.51, 38.30' RT
BEARING IN N 00°30'S5" E I ;
BEARING OUT N 81°08'02" E j jW
IN I' B767 352+56.71 POE �`O ��
I � I&I, ash i
z N-N167 18+98.71 PT/POE
% 'p IY' N6167 351+95.78, 12.00' RT
E405 1180+23.48 �A lz MI �0 N 7°04'47" W /
(355.59' RT) I I z R� I i� ✓�
/ N-N167 16+70.65 PCC�F *0 O
z
N-S167 19+07.00 POE = i; ) N 6 20+74.97 PC
67 249+65.16, 416.44' LT SB167 250+38 31 PT 6`
_ j0, ; \ I -N167 14+09.61 PCC
cm ------ �� �� ;;'�
28. 'PT
WN167 17+90.51 PI B 5 1189+90.18 0�
NB167 50 'O 4.98'RT) 'I
-� JbIto pX
I 3B jx n
�80 • tie - I J•, \ `� 0
--
0S
^� B405 1189+18.69 Q\ I
x- -x- -x 7x SB167 249+23.31 PI �'`O �I 2486.50' RT) L
E405 1181+39.21 I I y rl tV
(472.29' RT)
1 RAW N-S167 16+48.96 PT p -
x I x �' rnI 167 15+83.25 PI NB405 ;1188+37.7
�m 00 �p (549.52",RT)
x z l NB167 34 60.88 PI ? ,
MATCH LINE NB167 348+00.00 SEE SHEET AL09
AS=BUILT 0 50 100
SCALE IN FEET
R_ S21'�11
FILE NAME c:Ipwworkingknai\schmidal\d03219921CB811_PS_AL10.dgn
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S/ONAL GIsTERE ���
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P.E. STAMP BOX GATE
GATE
P.E. STAMP BOX
Aloft
MP
Washington State
9
ortation
Transportation of
DepartmentP
1-405 / SR 167 INTERCHANGE
DIRECT CONNECTOR
PLAN REF No
AL10
TIME 11:28:25 AM
REV 4 - RFC RF10054
06/20/17
REGION'
STATE
FED.AID PROJ.NO.
DATE 6/1612017
REV 3 - RFC RF10033
05/15/17
10
WAS
PLOTTED BY schmidal
REV 2 -RFC RF10011
04/04/17
DESIGNED BY A. SCHMIDTMAN
REV 1 - RFC RF10004
02/17/17
JOB NUMBER
SHEET
78
OF
887
SHEETS
ENTERED BY A. KIRDAHY
REV 0 - RELEASED FOR CONSTRUCTION
12/13/16
CHECKED BY P. CROWLEY
REV B -FINAL REVIEW
11/15/16
CONTRACT NO.
C8811
LOCATION NO.
PROJ. ENGR. C. CHEN
REV A - PRELIMINARY REVIEW
10/10/16
ALIGNMENT PLAN
REGIONAL ADM. L. ENG
REVISION
DATE
BY