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T a 2 9 N a R a 5 E e W . M .
<br /> UM; ALIGNMENT DATA
<br /> ATION NORTHING EASTINO
<br /> SEE SHEET DR-502 FOR GENERAL NOTES. POB 01950.00.00 678230.03 1635697.51
<br /> PC 01E 68.63.61 678268.06 1635645.08
<br /> PT 019 50.90.73 678271.39 1635619.22
<br /> PC 016 51.55.89 678258.74 1635565.29
<br /> PT 01E 51.69.89 678259.94 1635641.44
<br /> AP 01 E 61.76.57 678283.02 163553344
<br /> AP 019 52.00.91 678282.30 163552.14
<br /> PC 01 E 52.43.53 678324.87 1635524.24
<br /> p1f 11 i6p PT 01E 52.50.61 678331.90 1635523.69
<br /> SA . 49" 33"CMP PIPE ARCH FLUME WITH GABION WALLS
<br /> „,,,,,,08E PC 01E 53.08.10 676416.92 1635523.80
<br /> 67838316 1635511.83
<br /> „,,,,,,08ES,P- SEE SHEET DR-508 FOR PROFILE AID DETAILS JI PC 14
<br /> 01854.62.14,67848260 1635625.33
<br /> \ PT 01E54.D4.87 678476.11 1635643.96
<br /> 7• PC CUE 55.67.09 678398.24 1835670.33
<br /> _ PT 01E 55.73.31 678393.78 1635674.41
<br /> WETLAND LIMIT POE 01856.22.77 678373.83 1635719.67
<br /> SEE DR-512 FOR DETAILS ,1` - POB 07080.0..00 677848.40 1635631.94
<br /> THIS AREA _- -_--
<br /> - -I.l. PT 01060.7300 678023.98 1635628.09
<br /> OFLUME HEADWALL SEE DRAWING '; '' 20.0 PC 01D60.60.30 678026.26 1635628.35
<br /> DR-511 FDR DETAILS JI, PT 010 61•17.09 678061.41 1635638.55
<br /> AP 010 61+50.80 678091.52 1635653.27
<br /> ` ice', AP 0108U82.99 678130.47 1895670.01
<br /> METLIND LIMITS .
<br /> _ -.-- 61:, I _ AP 01062.81A0 678115.31 163569324
<br /> 10' WIDE GRAVEL ACCESS ROAD' -� , , AP 01082X7.40 678215.31 1635694.24
<br /> 010 60.00 P.O.B. • • • AP 011363.2272 678256.03 1635701.29
<br /> N 677946.40 --_ / -""Tr ,� 5' WIDE GRAVEL AP 01064.26.84 678359.05 183571334
<br /> E 1635651.94 YL 6' 01 . 3 P.O. . `
<br /> SURFACE ITYP1 POE 01064.55.12 67838394 1635721.06
<br /> _..._..___.. - _�\\• `G
<br /> rilliliv41.-
<br /> N 678283.77 `.a,,`,". SEE DR-512 .111 E 1635546.22
<br /> / ..: -/ • ,:, 121 TYPE 1 BOLLARDS W/LOCK 80X 1"RIPRAP OUTFALL PROTECTION SEE ElI.':; '1, `• G,,+ OIE 50.26 •DRAWING DR-512 FDR DETAILS / 1 1 \ • �''''+0/O '•SEE WSDOT STD PLAN Hi1311114111111
<br /> LINERIDN BERM ` POIM TABLE
<br /> 1 \ s\ 4/ FDR DETAILS LINE ITYPI `. ` POINT NORT197f6 FASTING ELEVATION
<br /> DRAINAGE\� '4fR•20' ,t,�`i, •CBCl6C1 678508.15 783580319 11.0
<br /> / , EASEMENTS ,, 6 N 679215.68 •
<br /> 20.0 ^\ 02 678509.91 7835818.64 14.0
<br /> .I c?' `E 1635674.25 11'[13, CIT C3 67851).32 163565212 74.0
<br /> \\/ -� , 6 `\ �� OVERFLOW CELL ..8'. CI C12 C4 678536.24 1635654.13 14.0
<br /> \ ,,.` Y STRUCTURE FOREE S SWEET 06-514UR GRADING `, -- C6 CS 678543.76 7835650.73 14.0
<br /> •• \• F R•15' CB 878580.87 183561236 14.0
<br /> DHWM EL 9.72'j ~�� `�� � C7 87855557 183560623 11.0
<br /> R•. N 64E 126CB 6785207835maR•2C1 878515. 169584333C70 878533183.5647.32I LIMITS OF GRAVEL ACCESS ROAD. N 69163561399I:: '.•'':] PARKING AREAS AND SURFACES IMPROVEEISTIGGREL SURFACE 10�WID� 47E 151 �__♦ 4 :♦ C16 C12 876513.90 1835807.88 130
<br /> SEE SHEET OR-510 FOR DETAILS •`
<br /> - RIGHT OF WAY ` .. -C2 `I CIS 013 678524.76 1635611.70 13.0
<br /> OlE 50.00 P.O.B. • © 'C'�" ypF 64.00 R:ID' C9 CS C11 878521.28 1835837.37 120
<br /> - EXISTING 2' CONTOURS N 678260.03 '°' �/� N 678390.75 C3 C15 878630.73 1635639.57 120
<br /> E 1675697.51 20.0 .3, { C14
<br /> ;'- `��`\ x,' "� E 1635712.26 _ C18 878537.18 1835825.87 1720
<br /> WETLANDS �" CIO 017 678841.10 1635613.50 12.0
<br /> ..1,'.
<br /> ` T ��- .. Cl C18 676530.01 1636819.91 "12.0
<br /> _7...7. EXISTING ASPHALT TRAIL PROPOSED GRAVEL SURFACE�O..' WIDE. • -
<br /> - IMPROVE EXISTING TOP OF BERM1I
<br /> 61 SPOT ELEVATIONS- FINISHED GRADE SEE DR-510 FOR TYPICAL SECT3;ON \i,`
<br /> `\\\`\\`` ROW LINE
<br /> CURVE DATA 01 56.22.17 'P.O.E.,• / g
<br /> PJ.STATION DELTA RADIUS TANGENT LENGTH NORTHING FASTING \,,yy.. N 678373.67 (
<br /> �? 016 50.77.94 46"4151.9'LT 34.00 14.33 27.12 678274.18 1835633.27 - T E 1675719.67 .
<br /> /*' + 01E 51.63.13 32M735.2'RT 25.00 7.24 14.09 .678257.33 1635548.19 ('• ----
<br /> 01E 52.47.08 14443561 LT 27.50 3.56 7.07 678328.42 1635524.42 - ___ WETLAND MI f ICATIBN AREA
<br /> 01853.27.00 611.01715.6-RT 27.50 1380 33.12 678406.68 1635507.83 \ _- - SEE C-POINT TABLE THIS SHEET
<br /> 016 51.7318 104"1120.8-RT 12.50 16.05 2273 678191.32 1635638.81 \4. OI D 64.55.12 P.O.E.W• -______ --
<br /> OTE 55.70.39 47'0005.7'LT 7.50 3.30 6.22 678395.11 1635671.39 1----1--..1 N 678386.94 Exhibit A-2 S 7eet 10 of 10
<br /> 011360.39.34 18"20134'RT 243.71- 39.34 76.00 677984.88 1635623.75 0 30 60 TE 1 635 72 1.06
<br /> 010 60.98.88 19"4330.1 RT 106.85 38.79 18.58 678044.72 1635630.39 SCALE IN FEET ,,p,"")(--;< '' GM 1497 Maintenance and ROE Agreement
<br /> _..,.u.....
<br /> '''4- I-5 Everett HOV Design Build Project
<br /> NO:IiSSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN a STATE
<br /> R.ADAMS J.KIDWELL R.PHILIPP MANAGER. up' ��
<br /> A 12/20/05_ ERF REVIEW C. ERNEST NELSON 10 MASH WafiINyfen SMB I-5 EVERETT HGV.- DR-504
<br /> C 0 01/12/06_ ERF[BERM CONSTRUCTION R.ADAMS J.KIDWELLKIDNELL P.ATCHIPATERSONON P
<br /> CI B 05/12/06 60X REVIEW AND PERMIT REVIEW R.ADAMS J. D.ATCHISON DESIGN ‘IS' V De 4rnetTrans enation SR 526 TO US-2 VICINITY
<br /> C 07/21/06 90%REVIEW R.ADAMS W.FOTES D.ATCHISON TASK LEAD. 0�1 a"..,
<br /> S 1 08/11/06 RFC- WATER DUALITY SITE I R.ADAMS .1.TYLER D.ATCHISON D. ATCHISON Ea.T..E,b. PC2 VY a
<br /> � 2 .07/71/08 AS-BUILT DRAWING K.PEDERSEN J.TYLER O.ATCHISON PACKAGES C699I O =ccelcH2MHILL WATER QUALITY SITE I
<br /> gE 40 PLAN Sr.,.
<br />
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