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DEHFRAL NOTFSr Te29N9 Re5Ee W. M. - -
<br /> I.
<br /> PLANSL AND ASN INDICATEDAONGTHEE TRADSTPICALAS NSECi SECOWN ON TIONS.
<br /> -.--$ +-4 ' "'
<br /> 2. FOR AQUADUCT, PIER 2 DROP STRUCTURE, AND STAIRS `Ef 1 i '� ^ `
<br /> REFER TO THE BRIDGE PLANS BU•001 THROUGH BU-021. •Ef' _ �.-._-
<br /> 3. SEE SHEETS DR-509 AND DR-510 FOR BERM TYPICAL SECTIONS. -,.;y SEE SHEET OR-505 FOR GRADING , __,y��• ,rFF` J.tJF
<br /> DETAILS THIS AREA
<br /> •_� 36 ,
<br /> 4. FOR PRELOAOI NG OF THE BERMS AND CRITICAL AREAS. �' _ - - j�-
<br /> SEE SHEETS DR-506, DR-515 THROUGH DR-519. _ _ _ - _,.-
<br /> "r _ `
<br /> S. FOLS PLANTING PLANS. SEE SHEETS LS-101 THROUGH '" ""'�~ X_ CT - ''-
<br /> LS-404. .._.�--�"_ - ..--- ._` .--•. �J{ _ - - _-.4.- _ ---_
<br /> 6. CONTRACTOR SHALL ADHERE TD THE TESL PLAN :SHEET -•„ RAILWAY .----'-�^ �""�,..��'_ y DF y)`1F- --.,.5 •yS r-' �L-
<br /> 07-2251 AND SHALL NOT DISTURB THE EXISTING WETLANDS _ BHSF - --
<br /> ..,-2,,f -.7.-'
<br /> $ � S -•--' MAIN STREET/JOUEDSCTr
<br /> r
<br /> - ^' ._��� p:E 5y�-- _sr..-A• �F Ecr 80•001 FOR DETAILS
<br /> UNDER ANY CIRCUMSTANCES. EXISTING WETLANDS ARE -+'" _ S�_- ' - SEE_SN
<br /> MARKED BY SILT FENCE AND ORANGE CONSTRUCTION ,. ^"` {-�l'� _...�"'`�,1 APCi''1'1 NI'SOTI 4nr ___
<br /> �t,
<br /> FENCING. _ = ___C.. µARY`�8' .. _'i•T... ,t_-^{••^!'.;/.:T'rT ROM LINE
<br /> ��-• c .{$,F.-049 Y r _ 4~-,;Uul, 1.;1{d' :�,/,;• • r.•.r
<br /> `---s•_.-• -' ` �-'� ` �.r�~_ .� _S i7_ {$� f cam'.. _-04_4:54.70 4 1 ss
<br /> ' S _ ._�g'" <- S 677371.38
<br /> -�. �� Y JD--- �$l - 12'ACCESS ROAD E 1635799.76 -I • .3 �'r�
<br /> ism
<br /> -'$T EXISTING GRAVEL ROAD-'1" ' ----�,�A�, 1 � '+� _�
<br /> QEF_ -Bi_ J _ i� �l mrreE I BO=rialk L"-`�,� 'r� �4 INTERIOR BERM LINf
<br /> F- __ "- -,6- 1 IYaE _--- 1 © WIxK BOX 01A 75 `>~l:.•c. .
<br /> - - - - 3" ASOOT STO vtnN x 1J F`r e'ti^!--q,?' i r ' SEE SHEET OR-507 FOR PROFILES
<br /> S"1'.,Yi^, P
<br /> CITTI STOCKPILE THIS AREA f•, sit SHEET OR-S14 FOR
<br /> CONTRACTOR TO COORDINATE RELOCATION dam\ © • g0iTOM GRAOIMG CONTOURS
<br /> -'- X --.VITT CITY, IF NECESSARY, Pfl10R TD -7,..-.. ^
<br /> SEE ROAD PROFILE SHEET DR-507 gill ox ACCESS ROAD. ♦T:]`:'•: fi 1•s n
<br /> y-=- - - r^ SHEET DR-509 FOR DETAILS _ `N
<br /> SEE SH v •�
<br /> i I _'�_ "'Y PVRE-TREATMENT VAULT ,,"`••'`• `J°":5 OUARRY SPALL BERM:
<br /> N01A6 0.00.00 P.O.B. • •
<br /> ... --_ - -h _�, AL :. SEE DR SOS
<br /> S E SHEET OR-507 FOR RI{ �•"" .1't +y -
<br /> 1
<br /> N 676946.45 p II ti:%+` :` n
<br /> �{1 "SF;C-SEXSEE SPEC!AL''� CELL«A" W
<br /> E 1675551.92 - I ,1-' _ --" '-" " '- PROVISIONS SECTION 7-11. L `i`;
<br /> �'1`.r'`� - MAINTENANCE PAO 4.*\\N
<br /> 26.5 to
<br /> 1�.. _ R•5.0'
<br /> .....••_•"-.--.
<br /> ...
<br /> •
<br /> • ROM LINE
<br /> 4P,..if
<br /> 0 30 60 ..">::
<br /> SCALE IN FEET " "-�
<br /> ALIGNMENT DATA _
<br /> - - '+., 411:711.11/ .
<br /> POINT STATION NORTHING EASING LEGEND
<br /> POB OTA 0400.O0 678848.45 1635551.92 - '�i •5.10.0'
<br /> PC OTA3475.06 677293.17 1835408.88 '•�,.,., .-WETLAND LIMIT
<br /> PT 01A4+10.45 677327.57 1835401.40 II LIMITS OF GRAVEL ACCESS ROAD. ...,y „> �,
<br /> I':':''�'1 PARKING AREAS AND SURFACES _
<br /> POE 01A 4+54.30. 677371.38 1835398.78 5' GRAVEL PATH _ `�/Ol[40400.-80.P.D.B`
<br /> POB 01820.00.00 877623.80 1836598.84 RIGHT OF WAY • '�;, M 677565.724 �. SEE EgLARGEMENT
<br /> PC 01820+75.49 877584.25 1035534.34 Y E 1635536.726 .. _ � ♦ /�
<br /> PT 01020+90.77 677573.54 1635523.84 -20---- EXISTING 2' CONTOURS R.5. / ,♦♦ ..�,
<br /> PC 07822426.68 677457.62 163545268 • 411:: .J1- E 1635593623 / \ � \ •=tr>, S' WIDE GRAVEL SURFACE ' I 'y,.
<br /> PT 01822+33.54 877454.08 1635447.09 II 1 WETLANDS 7 _ ITSP) ''•L
<br /> R R:25' S-....:„..,..--.... `
<br /> PC 01823+07.02 87746.22 7835374.02 _ __ ti -1 N 677643.71 @ '¢.
<br /> PT 01629+77.38 877451.48 1835388.05
<br /> =::::: �::!; °V` E 1635577.96 ': is �._ `x`. ;.\ }ss--A
<br /> EXISTING ASPHALT TRAIL
<br /> F.._ POB OTC IO+OD.00 677505.72 1835538.73 MATCH EXISTING _"....% -k-_ /
<br /> ® SPOT EIEVAT IONS - F1NISxED GRADE TRAIL ELEVATION 1I-- 4..--)
<br /> li 20.0 1 MATCH EXISTING _�_ ��Y-
<br /> IST y`� •� TRAIL ELEVATION X--
<br /> CURVEDATA C♦ 1�Tq PN4`TC\ % EXISTING ASPHALT TRAIL
<br /> P.I.STATION DATA RADIUS TANGENT LENGTH NORTHING EASING 5 \!
<br /> GIA 3+92.94 2oM8388'RT 100.00 17.68 3539 677309.70 1635402.07' _ ,_ 01B 20.00.00 P.D.B. Exhibit A-2 Sheet 8 of to
<br /> 01E120+8327 28^55'58.8'LT 32.50 7.78 1528 677580.18 1835527.71 •- - N 677623.00
<br /> 01822430.37 52,1319.8.14T 7.50 3.69 6.88 67745447 1635450.75 E 1635598.64 GM 1497 Maintenance and ROE Agreement
<br /> 01823+13.22 7917755.T RT 7.50 8.20. 10.36 677445.56 1835367.86 ENLARGEMENT I-5 Everett HOV Design Build Project
<br /> NO.ISSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED BT CHECKED BY DESIGN Npa Sus
<br /> A 12/20/05 302.REVIEW R.ADAMS J.KIDWELL R.PHILIPP MANAGER: I-5 EVERETT NOV DR-502
<br /> 7. 0 01/16/06 ERFC BERM CONSTRUCTION R.ADAMS J.KIDWELL P.PATERSON _C. ERNEST NELSON 10 WASH Wo.hinDlgn S ,s
<br /> J`aV O.pafinen/ofTrvnsportotion SR 526 TO US-2 VICINITY
<br /> 81 0 05/12/06 600 REVIEW AND PERMIT REVIEW R.ADAMS J.KIDWELL D.ATCHISON DESIGN s.,sr
<br /> • C' 07/21/06 NOT REVIEW R.ADAMS M.FOTES D.ATCHISON TASK LEAD, r,C5 1
<br /> 2 1 D8/11/06 RFC - WATER QUALITY SITE 1 R.ADAMS J.TYLER D.ATCHISON D. ATCHISON tarun n. 'J o,
<br /> -RJ 2 07/31/08 AS-BUILT DRAWING -K.PEDERSEN J.TYLER R.PLAYER PACKAGE: 4(] C6991
<br /> V. Q.,' T�S'7SCIN CH2MHILL WATER OUPLANY 51 TE 1' s.cl,s
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