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.......IC <br /> �9 M <br /> c, ._. n' - --j -- -1 A EL -. F-. _-_-�_.�__- _-.�.._�_.-.-_-_,_-1 <br /> e <br /> ig- EXISTING GRAVEL ACCESS ROAD <br /> _.s._._..... - Z� - --5- --S 5- -' .._ _ _ <br /> -BF"- -9F-_ --EF-- --F - 6F __ 0 <br /> '--'-.. - - -- GRADE DITCH TO FLOW TO - --_ - - - -- - - -- I -�F_ SCALE IN FEET <br /> ...__ CULVERT ENTRANCE _ -- - -__.__. ._.5_- .--`._� -• <br /> A <br /> _ ROw lME_ _ - - ___ _ <br /> SEE SHEET OR•507 -3 C 018 31.59.92 P.O.E. <br /> iiiime <br /> wsliiIIIIMIIIIIIIIIIIIiiiiiiiimium <br /> FOR CULVERT PROFILE 26.5 _ _ <br /> ` ___ E 1635157.652 P.O.E. <br /> 01[49.97.61 <br /> N 678266.798 <br /> 111111 .. <br /> ��iI��r i�� v111111111111111111111111r'4111 <br /> 26.5 <br /> ALIGNMENT DATA <br /> SEE STR IAN FOR is 0 - , 2.10.0' POINT STATION NORTHING E3STIN8 <br /> PEDESTRIAN BRIDGE INTERIOR BERM LINE ITIP) AP 01827.1827 DATA 1635248.80 <br /> AP 0113 29.35.92 678046.41 1635197.70 <br /> i` ', PC 010420113 .59.92.08.29 67783.0 163535292 <br /> �� 6.80 1635157.85 <br /> CELL "K' '�`, ., PT jj : <br /> R •TNRING•, 1 44.41.86 677870.16 1635449.15 <br /> ,s,�'to, ` t,' PT 0104440.65 877896.75 7636445.31 <br /> OIF 10.00 P.0.6. PC 01046.1209 877926.11 1&1541&0'7' N 81 1..1 ,{ PT 01C 46.56.99 77844.28 1635408.08 <br /> ! 3 E 1635326.53 t. .6��• PC -01C 48+50.24 678062.00 163540278 <br /> 'n . - 1 ? ; PT 01048+83.51 678074.61 1835399.06 <br /> `_-/I 4.!..4."'- PC 'OIC 47.5256 878151.79 1635354.07 <br /> • <br /> FLUME HEADWALL SEE SHEET O PT 0104743.46 678161.75 1835350.61 <br /> _ �� r OR-511 FOR DETAILS 2 PC 01C 47476.55 678174.71 1635348.78 <br /> 26.5 �1 f <br /> PT OIC 47.88.08 678187.98 1635340.98 <br /> -� ® . •.• --" ~�` PC 01048.59.05 678187.30 1835'170.18 <br /> lIN1T `J'� "��""M�� ti\ ) - = PT 010 48.74.78 67819277 1835255.67 <br /> S <br /> `�W, ... . .. . <br /> •J"")))12' -+�: POE 01048+97.81 67828&80 1836157.65 <br /> �■ •:4i���1> __ is <br /> ,'.,. , �'- - 49"w 33' CNP PIPE ARCH FLUME <br /> } ?�I •_- WITH GABION WALLS. SEE SHEET <br /> '- '.• �� �r'.r1 • � _ OR-568 FOR PROFILE AND DETAILS <br /> 5' NIDE GRAVEL ��?•_ <br /> SURFACE ITYP.) <br /> EMERGENCY SPILLWAY ;`�,'' 5"- <br /> , SEEFOR SHEET OR-513 t;•`i\ iiiii <br /> FOR DETAILS i+:, - ' <br /> J ` Exhibit A-2 Sheet 9 of 10 <br /> • ,,\e�\N 01,„so GM 1497 Maintenance and ROE Agreement <br /> JI- HN1CNl15EESDa•50 I-5 Everett HOV Design Build Project . <br /> CURVE DATA <br /> .1,, -- PJ.STATION DELTA RADIUS TANGENT LENGTH'NORTHING FASTING <br /> !,,._ 010 42.33.94 8800'19.6'RT 27.90 25.65 41.28 677695.76 1635330.25 <br /> I ''''''4_,_ . OIC 43x1553 39'0748.2"27 27.50 9.77 1x78 677779.41 1635367.64 <br /> 010 43.84.75 350528.6•LT 2250 7.04 13.65 677801.93 1635412.21 <br /> LEGEND <br /> 01044.58.60 73M9D7.7'LT 22.60 ' 16.75 28.79 677884.88 1635457.13 <br /> EGIEt <br /> _ OIC 45+2273 42M8T28 HT 27.60 10.84 20.30 677833.65. 1835108.58 <br /> SEE SHEET DR-502 FOR GENERAL NOTES. LIMITS OF GRAVEL ACCESS ROAD, i' Q. �Ir 01048.57.01 27'0830.8 LT 27.50 6.77 13.28 678068.76 1635402.47 <br /> I`''•':`1 PARKING AREAS AND SURFACES �]I� ;WETLANDS 01047+58.22 22'0829.2'RT 27.60 5.37 10.61 678156.43 1635351.37 <br /> 010 47.83.38 77'84521'LT 6.50 6.83 1151 -878181.48 1635347.79 <br /> RIGHT OF WAY ___= EXISTING ASPHALT TRAIL 01048.67.14 32'4612.8 RT 27.50 8.09 ' 15.73 678187.90 1635262.12 <br /> -'20- EXISTING 2' CONTOURS C SPOT ELEVATIONS •FINISHED GRADE <br /> NO.ISSUE DATE ISSUE RECORD - DESCR I PT ION DESIGNED BY ENTERED BY CHECKED BY DES]GN 'le <br /> A 12/20/05 30X REVIEW R.ADAMS J.KIDWELL R.PHILIPP MANAGER) �' <br /> 0 01/16/06 ERFC BERM CONSTRUCTION R.ADAMS J.KIDWELL P.PATERSON C. ERNEST NELSON 10 WASH �'�_��yyyhington State I-5 EVERETT HOV DR-503 <br /> W. 6 05/12/06 60%REVIEW AND PERMIT REVIEW R.ADANS J.KIDWELL D.ATCHISON DESIGN `�'C3 �/F Deportment 0/Transportation <br /> SR 526 TO US-2 VICINITY <br /> C 07/21/06 90%REVIEW R.ADAMS M.FOTES D.ATCHISON TASK LEAD. Q)4\� Nett <br /> 1 08/11/06 RFC- WATER QUALITY SITE 1 R.ADAMS J.TYLER 0.ATCHISON D. ATCHI SON roman n. `j/ D. _ <br /> -�r% 2 07/31/08 AS-BUILT DRAWING K.PEDERSER J.TYLER. O.ATCHISON PACKAGE) 40 C6991 pV ATT'rS044/C WATER QUALITY SITE I <br /> NUTS <br /> . PLAN <br />