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HomeMy WebLinkAboutR-379401AdMIL Washington State As Built Cover Sheet Department of Transportation Instructions: Enter all available data. Attach cover sheet to accompanying documentation and submit to: Engineering Records Transportation Building, Room SC -17 310 Maple Park Avenue SE PO Sox 47410 Olympia, WA 98504 -47410 E -Mail: recimages @wsdot.wa.gov General Data Contract No. County 6145 King Contract Title Federal Aid Number SR 167, IIC Modifications 1M -4053 (841 ) L No. Structure ID Job No. OL 3478 0007376A 99AO59 Range Township Section 5E 23N 19 Horizontal Scale Vertical Scale 1 Inch = 1 crn = 10m 1 Inch= NIA Date Work Began (MM1DDm) Date Work Completed (MMIDD1YY) Contractor Name 08/27/2001 03/08/2004 Max J. Kuney Co. Project Engineer I Region Transportation Engineer Ingo Goller 1 Stan Eng Lorena Eng WSF Data Terminal Name Vessel Name uata Beginning Milepost [l A Ending Milepost 0 A SR MP 1.79 ❑ [3 SR MP 2.77 ❑ B Construction Length SR No. Highway Also Known As 0.98 Mile(s) 405 Bridge Data Bridge No. General Notes 1 Comments Date Scanned (MM/DDNY): DoT Form 722 -025 EF 412004 Facilities Data FCR No. y'S 0-, AS BUILT SR 405 SR I67 I/C MODIFICATION Washington State Department of TranspmUtlion O(yrnpla, WashingWn 9004 Scak: Hariz. t Inch MP b MP Contract No. Work begun 19.._ M)ect :nginar Approved I feet Vert. I iTKh = feet CDmhk -fed L*%n h red k4s) F.A. No. Contractor Work Cvmpkted District Transportation AdfM►atrator 19 Secretary of Transportation c�� 7 v c a c x LLJ v 00 M lq- J C7 t!� w 0 w CL N as 0 0 clsi 0 CL INDEX INDEX (CONTINUED) SHEET N 0 0 PLAN REFERENCE NO* 3/30/01 T I T L E C,ROBERTSON 1 iI INDEX 3/30/01 PROJ. ENGR, J. JOHNSON 3/30/01 REGIONAL ADM.J . OKAMOTO 3/30/01 2 YI VICINITY MAP 3-5 SOI -4 SUMMARY OF QUANTITIES 7 -8 RS1 -2 ROADWAY SECTIONS 9 -11 Al -3 ALIGNMENT CURVE DATA 12 -14 SPI -3 SITE PREPARATION 15 -18 PI -4 PROFILE - WN1, SS29 LCD 19 -21 SW1 -3 TEMP. EROSION CONTROL PLAN 22-25 SWOT -4 TEMP. EROSION CONTROL DETAILS 26-2T STN1 -2 DRAINAGE STRUCTURE NOTES 28 -30 DR1 -3 DRAINAGE PLANS 31 -35 DPI -5 DRAINAGE PROFILES 36 -44 DDI -9 DRAINAGE DETAILS 45 -46 UT1 -2 FIRE HYDRANT RELOCATION PLAN 47 PP 1 PLANTING PLAN MAPS 48 -49 PP2 -3 ROADSIDE PLANTING PLAN 50 PP4 STREAM BUFFER PLANTING/ TESC PLAN 51 -53 PD1 -3 PLANTING DETAILS 54 PD4 STREAM BUFFER PLANTING/ TESC DETAILS _ - --Fi - -.: rJ.. -:.tk i..,i;...K? :\ ,1' o ;.4 - -1- ,.a s??: -•- - .w: - Yat - r. , 211, N! ...>� aea$F.. .................. ...... .. ...... .. . �p `;{' -!`}i' :'�'� h ti ...:.:::.... .. .. .. ..... .:.� :...::.. �:... ..::...... .:..•.- ...- .....:.. . -:.. -. .i .- - -.. i +.}]:•'.•':• i'{ ................. .. . .. ....�.. .... -.-- -- . -... ...... -.. .... .. > ... r...... >Y !, r.}s.h1, .,..- ..-- .\'- .- cL^- 'y..[T 4 ......... .,.. ?. '....�' - _ - F,:�i`%: A> <r _ _ •`•:5.- . s :., r<'/[? M' -,' a.• y:i }�• <2gg '` -C S >." .- >,: \ -i\ }y i +. z. , .... .. .. . ........... .. ...... ..... .`. -..... ....... r....- .:... -:. -.. : .-. [�- . - � .. ] r #, • tir .,a- -..fir, . ;i., ,.err' ° - -.- .o-r..o-..._.,....r.r...- �,:.... -. ` ... •ti ...•.• :h -•C. -' - �ry ,3 .a _ . �"'iasi3:['xr.`�`N9' +:A? ,:.`�;:- ,.c:rS-,a?- i•^i3�/ -i. ,9 " +'� x• �} } t• '�::+;f ?..,. ,..'c',;;::rr.,... + � k �s7'-Y C-n' -., ..SxY,r•: .�i�. � - <.� -.... ��.- .� - -:�. .5r.]s3•Sb%$n. �:�+iW`:. "3S >:]!.:!.S /we -c � �.. tst:;r`3 ^':� � +}i:: .}}}]`:W}•:}hy:a:c?Y;,,;�, } _ } �Y -i.� _ ���� - •- +c "' - - -' -c, �[ -._ii� t� ..ig i'n' -;� - .�::.$i:r.: �. '•Y- F[tC�r[s[•,o-• �y �h a. �Q�. .:e�•, y.! r- :7.... ..5,..: f..a � .J..: ,. . .,..:.C1a?s3 ...,.. .:�. x •,ro -- ..- /•i�' .� U }.w.:�.`1`C. °'---- -.- .............. .3 .3.. � r _ - , r..n: - x:�!' ' ...%.•- c- -'f-• .. .. • -•- ,. . �. #,•[• .. - ,;!..� t.. .. , Viz:- K .:.: Y.-: c3i :s:Ti:: }-ar= (.�:-e;r:;- �..�::sr :c��: } ..aa?.h �e�: 1+ - `",n. - -, -- a- _ _`".;,b.Yr • ? �5'.[ e<,i ::o• '; ..Y -•: K v3 "'-�.h :;•...:: b4_E_ $-:'A.•c. #u•: _L �`. :. Ei - e:%' h .. =R .W :' -r 4- :C�:)%%'•:;'.. T .� - I?.+/+•: -,n.: u�C; ,�yr iT..i -r �': -'•:. � +.C• - ^h I: yV' ' ' tfn + � :�•.: ':5:.: .} - �!i, i ��r • - 3u �'.' � 'r,9: .. \- � •., .fi'.sr�r ": i.::. �!:.'+.�-- .!.4#�R i»C: {S ^! .- ���`.`.w^. -,,, w•. -- :P?l• .!sy' >;3c.��. r > f .. .�iw. Fr4� DESIGNED BY M.OUINTEIR 3/30/01 ENTERED BY C,ROBERTSON 3/30101 CHECKED BY R. REVILLA 3/30/01 PROJ. ENGR, J. JOHNSON 3/30/01 REGIONAL ADM.J . OKAMOTO 3/30/01 DATE DATE REVISION SHEET PLAN N0, REFERENCE TITLE N0, 61 -66 ILI -5 [ILLUMINATION PLANS 1 67 -70 1 ED1 -4 (ILLUMINATION DETAILS I I 71 1 SCN1 I SC &DI WIRE & CONSTRUCTION NOTES I 1 72-76 1 SCI-5 I SC &D I PLANS 1• 77 -87 1 SCD1 -11 I SC &DI DETAILS 1 88 -89 I SS1 -2 ISIGNING SPECIFICATIONS I 1 90 -92 1 SN1 -3 I SIGNING PLANS I 1 93 -94 1 $01 -2 ]SIGNING DETAILS I 1 95-104 1 BR SHTS BSI -10 I SIGN BRIDGE PLANS & DETAILS 1 1 105 -137 1 BR SHTS B1 -33 I BRIDGE PLANS & DETAILS I 1 138 -145 1 BR SHTS WI -7 I RETAINING WALLS 1 1 154 -166 1 TC1 -13 ITRAFFIC CONTROL I I 16T -170 i DTI-4 !DETOUR PLANS l Fop r. � T E: �s I -{ . T, �i {'1� y } Y � Pk Rik �A T :t tD 'r. F% 5 �7 �'-v 4 �n P —:y i; • :l k' - a i i+ 3 PLAN ` FERENCE NOTE: ALL SHEET 'REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS NO' AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, SHEET REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. OF SREE TS ""'ON STATE FED, A I D PROJ . NO. +la. IO WASH JOB NilMBER I #fY� /,,,, 1 4053(841 99A059 CONTRACT AO. Adw Washington State v7'A#Department of Transportation SR 405 SR 167 I/C MODIFICATION SHEET I OF INDEX 170 SHEETS c .j 0 C `t7 a CL v V Z 0 �D M J 0 V) H U W n M M [fit Q' ttame�r 0 0 N N wr Q 0 J [L 0 DESIGNED BY L. PATTERSON 3/30/01 ENTERED BY La PATTERSON 3 /30/01 CHECKED BY R.REVILL A 3/30/01 PROJa ENGRr Jr JOHNSON 3/30/01 REGIONAL ADM, J. OKAMOTO 3/30/01 DATE DATE To 23No Ro couv Ofd BEGIN CONSTRUCTION L" 5 +557,350 POT (44,755 LT) _ SS2 2 +5030162 PC REVISION IM Ho°m S T A T FED. A I D PROJ a NO. 10 WASHi JOB NUMBER IM- 405348417 99A059 CONTRACT KO* 5E Wo Mo REH=T(am / -.11 4zi ENVIRONMENTAL AND ENGINEERING SERVICE CENTER Lq \F� Pni I T KIfZ W,I I I C r P P F V END CONSTRUCTION SR 405 MP 2.77 Ll 6 +068.190 POT (19.905 LT) SS2 3 +022.387 POT PP T nr.p A nr, 11r; w INU I 11NUL_UULU PROJECT VICINITY SR 405 MP 1.79 TO 2.77 � Washington State WfflDepartment of Transportation SR 405 11 V1 SR 167 I/C MODIFICATION SHEET 2 or VICINITY MAP 170 SHEETS NOTE: ,C THE FIRST NUMBER OF THE . "CODE DESIGNATION" BELOW J REFERS TO THE SHEET NO.. OR _ THE SHEET REFERENCE NO. Z SHOWING THE DRAINAGE FEATURE. � THE SECOND NUMBER REFERS TO t-- f THE DRAINAGE FEATURE m FOUND ON THAT SHEET. W W w Q z 0 E W w a. co CODE LOCATION M3 DR1 -1 BL2' 2 +497.157 TO SS2 2 +507.318(3.37LT) D R 1 -2 BL2' 2 +406.686 TO 2 +497.157 (NW QUADRANT BIOSWALE) 8.4 DR 1 -3 k2'2+484.823(7.626 RT) DR 1 -5 SS2 2 +591.66(6.57 RT) to BL2' 2 +406.5 (11.0 LT) DR1 -7 --b-I-2- 2 +340 (7.0LT} TO 2 +406.5 (11.0 LT) DR2 -3 SS2 2 +672.00(3.450 RT) TO - -- - CL2' 2 +708.350(33.330 LT) DR2 -4 SS2 2 +763.00(3.37RT) TO TO 6 SS2 2 +873.00(3.37LT) DR2 -7 SS2 2 +873.00(3.37LT) TO WN 1 2 +86 7.715 (4.956 LT) -DR2 -8 SS2 2 +910.00(9.77LT) TO -- WN 1 2 +867.715(4.956LT) DR2 -9 WN 1 2 +867.715(4.956LT) TO TO 10 _.__. WN 12+794.00 (4.956 LT) DR2 -1 -1- WN 1 2 +794.00(4.956LT) TO WN 1 2 +758.0(4.956 LT) DR2- 12 -WN1 2 +758 ^00(4.956 RT &LT) DR2 -13 • WN 12+758.00(2.571 RT) TO CL2 2 +762.76(5.805LT) DR2 -14 CL2' 2 +762.760(5.805 LT TO 7.985 LT) DR2 -15 CL2 2 +762.760(7.985LT) TO CL2 2 +758.12(17.625LT) DR2 -16 0 +002 TO 0 +198 TO 21 (NE QUADRANT BIOSWALE) I 408.59 DR2 -22 CL2' 2 +877.90 (4.754 LT) 2 +889.16(29.45 LT) DR2 -23 0 +023.310(6.054 LT) I DR2 -24 0 +027.319(10.575 LT) DR2 -25 0 +025.48 (1.0 RT, LT) DR2 -26 SS2 2 +736.327(5.344RT) - W -- TO SS2 2 +736.755(6.140LT) DR2 -27 SS2 2 +736.755(6.140LT) DR2 -28 BL2' 2 +307 TO 2 +340 RT & LT i DR2 -29 SS2 2 +640._50(32.05 RT) TO 672.00 i D R2-30. SS2 2 +900 (9.43 LT TO 12.67} DR2 -31 SS2 2 +900 (3.5 RT) -bZ 3 -1 S52 3S} oz Z [ K -- - - i - �R3 -7 SS2 2+i , Z.q Lr D�3 3 SSZ 2 +-91 i (z.9 c r z +'�S ,74� 2,9 LT SHEET TOTAL 416.99 l 7µ._ 5S2 34-076 �Z, i Ci) --ry -Z+qqii Z, � L� DESIGNED BY M. ABDULHADI ENTERED BY M. QUINTEiRa CHECKED BY B. MCKEE _PRQJ. ENG R. J. JOHNSON ? REGION ADM. J. OKAMOTO i DATE DATE 0 I 0 Z s � z ¢ m W M3 416.99 REVISION J d J z 0 7C w M3 73.1 26 50 154.9 N w H W J z dw L� 1 0 1 0 EACH I tone ! s (10 I J I � 1 3.82 1.4 3.77 i E CD w [ CL Z W z M STRUCTURE NOTES d E LO W O_ z_ M 0 E 0 w ❑.. I z I M .: 3 7 C 3 p F_ PC- N 3 ! 11 6.74 '! 8.7 i f '! 42.285 1 ' E '# 73.72 1 36 ' ' 1 7.527 1 38.7 1 3.228 I 10.1 6 103 51.68 1 ' 25.927 1 4.778 i i 2 { 50 55 I S i r 1 1 15 1 113.99 50 45 105 6 1 438.385 i REGION NO. STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING • gp 10 WASH SERVICE CENTER JOB NUMBER 99AO59 I CONTRACT NO. BY cr � w w w w try to 0 0 p �p w w © o c2l LO w M w Nr uj � 2 tJ] Ll CJ] 0.. M M 11 5 I 8.1 3 25 I 116.74 8.7 { I 42.285 73.77 36 7.527 38.7 3.228 10.1 [ f 5'1.68 1 25.927 4.778 13.2 11.46 3.24 Q w W 0 W M w z 0 � J x= w LLJ C) ..J m �v ■ITIM 14 0 30 15 5 67.4 8.8 50.'14 8.3 59.3 20.34 1 9.05 24.21 34 5.8 i k. 231 i 484.758 25.927 { 28 394.54 2b A► Washington State Department of Transportation 1� P i ,C 1. SEE DD9 FOR Q.S. DETAIL. 2. SEE DP -1 FOR PROFILE. SEE DD1 FOR E Lu 2a. MATCH EXISTING FLOW LINE. 3 Q LU ©- c% CD t-- f w DRAINAGE DETAILS 28 FOR DR2 -1, 2. - W W w W z 0 z w 0 m cn E m 0 r CD _ LL z 1,20 6. SEE PP3 FOR TOP SOIL PLACEMENT. U U � H EACH EACH (111 , } DETAILS 9. SEE DP-4 FOR PROFILE. SEE DD3 FOR 2a, M 5 3 7 C 3 p F_ PC- N 3 ! 11 6.74 '! 8.7 i f '! 42.285 1 ' E '# 73.72 1 36 ' ' 1 7.527 1 38.7 1 3.228 I 10.1 6 103 51.68 1 ' 25.927 1 4.778 i i 2 { 50 55 I S i r 1 1 15 1 113.99 50 45 105 6 1 438.385 i REGION NO. STATE FED. AID. PROJ. NO. ENVIRONMENTAL & ENGINEERING • gp 10 WASH SERVICE CENTER JOB NUMBER 99AO59 I CONTRACT NO. BY cr � w w w w try to 0 0 p �p w w © o c2l LO w M w Nr uj � 2 tJ] Ll CJ] 0.. M M 11 5 I 8.1 3 25 I 116.74 8.7 { I 42.285 73.77 36 7.527 38.7 3.228 10.1 [ f 5'1.68 1 25.927 4.778 13.2 11.46 3.24 Q w W 0 W M w z 0 � J x= w LLJ C) ..J m �v ■ITIM 14 0 30 15 5 67.4 8.8 50.'14 8.3 59.3 20.34 1 9.05 24.21 34 5.8 i k. 231 i 484.758 25.927 { 28 394.54 2b A► Washington State Department of Transportation 1� P i 2a,15 16,17 GENERAL NOTES: 1. SEE DD9 FOR Q.S. DETAIL. 2. SEE DP -1 FOR PROFILE. SEE DD1 FOR LAYOUT. SEE DD3 FOR BIQSWAL DETAILS. 2a. MATCH EXISTING FLOW LINE. 1 3. SEE DD8 FOR SUBGRADE DRAIN DETAILS. CD 4. SEE DP -2 FOR PROFILE. SEE BRIDGE PLAN- 0 DRAINAGE DETAILS 28 FOR DR2 -1, 2. - W w 4a. USE CB TYPE 1 BASE SECTION ONLY FOR z 0 IMPACT BASIN SEE DD6 FOR DETAILS AND w INSTALLATION. V3 5. SEE STANDARD PLANS B -1 FOR C.B. DETAILS. SEE DP-3 FOR PROFILE. 1,20 6. SEE PP3 FOR TOP SOIL PLACEMENT. 7. SEE SPECIAL PROVISION FOR SWIRL ' CONCENTRATOR. SEE DP3 FOR PROFILE. 8. SEE DD2 FQR LAYOUT. SEE I]D4 FQR GRATE INLET DETAILS. SEE DD5 FOR GRATE INLET INSTALLATION AND FLOW SPREADER 2 2a,16 , DETAILS 9. SEE DP-4 FOR PROFILE. SEE DD3 FOR 2a, M BIOSWALE DETAILS. 10. SEE DD5 -6 FOR MEDIA ALTERNATIVE AND 4a INSTALLATION. 11. SEE STANDARD PLAN B -3 FOR C.B. ' DETAILS. SEE DD9 FOR C.B. DEBRIS CAGE DETAILS. 12. SEE DD7 FOR C.B. SUMP FILLET DETAILS 13. SEE DP -1 FOR PROFILE. REMOVE PART OF EX. PIPE & CONNECT TO NEW CB. 1 14. ADJUST EX. CB RIM ELEV. TO 9.601 M. 15. NEW PIPE GOES UNDER WALL. 16. CLEAN EXISTING DRAINAGE LINE & STRUCTURE. 17. ADJUST CB RIM TO MATCH FINISHED GRADE. F 5,20 5120 5,20 1,7 i 6,8,9,10 . 16 19. USE IIIIANHOLE IN &COVER TYP1 1 11 SHOWN ON STD. PLAN B -25 19 20. USE VANED GRATE FOR CB SHOWN ON STD. PLAN B -213 - FOR PROJECT TOTAL QUANTITIES SEE SHEET S01 -4 14. 3► 2a,15 16,17 SR 405 STN 1 SR 167 I/C MODIFICATION SHEET STRUCTURE NOTES 170 SHEETS 4., SR 405 STN 1 SR 167 I/C MODIFICATION SHEET STRUCTURE NOTES 170 SHEETS NOTE: THE FIRST NUMBER OF THE "CODE DESIGNATION" BELOW REFERS TO THE SHEET TRIO. OR THE SHEET REFERENCE NO, SHOWING THE DRAINAGE FEATURE. THE SECOND NUMBER REFERS TO THE DRAINAGE FEATURE FOUND ON THAT SHEET. i I z LOCATION a M. QUINTEIRO CHECK_ ED BY B. MCKEE __61-2- DR1 -1 2 +497.157 TO SS2' 2 +507.318(3.37LT) _BL2' REGION ADM. DR1 -2 2 +_406.686 TO 2 +4x7.157 M3 � (NW QUADRANT BIOSWALE) o DR 1 -3 w j o co DR 1 -4 3 DR 1 -5 SS2 2 +591.66(6.57 RT) to BL2' 2 +406.5(11.0 LT) 1 ° w BL2 2 +406.5 LT TO AL2 2 +525.275 (12.00 LT) Q DR1 -7� D I Z � o w 1 � � CODE- LOCATION M2 M. QUINTEIRO CHECK_ ED BY B. MCKEE __61-2- DR1 -1 2 +497.157 TO SS2' 2 +507.318(3.37LT) _BL2' REGION ADM. DR1 -2 2 +_406.686 TO 2 +4x7.157 M3 � (NW QUADRANT BIOSWALE) o DR 1 -3 BL2' 2 +484.823(7.626 RT) j o co DR 1 -4 SS2 2 +580.00(5.855 RT) DR 1 -5 SS2 2 +591.66(6.57 RT) to BL2' 2 +406.5(11.0 LT) 1 ° DR 1 -6 BL2 2 +406.5 LT TO AL2 2 +525.275 (12.00 LT) Q DR1 -7� BL2 2 +340 (7.0LT) TO 2+406.5 (11.0 LT) I DR2-3 f _ f SS2 2 +_ 672.00(3.450 RT) TO f ~ CL2' 2 +708.350(33.330 LT) 20.2 DR24 : SS2 2 +763.00(3.37RT) TO TSS2 w TO 6.._ 2 +873.00(3.37LT) Q DR2 -7 SS2 2 +873.00(3.37LT) TO DRAINAGE DETAILS 28 FOR DR2 -1, 2. - - - -- WN 1 2 +867.715(4.956LT) CL a_ DR2 -8 SS2 2 +910.00(9.77LT) TO -- - -- .__ -- MIN 1 2 +867, 715(4.956LT) w DR2 -9 WN1 2 +867.715(4.956LT) TO LL O TO 10 WN 1 2 +794.00 (4.956 LT) IMPACT BASIN SEE DD6 FOR DETAILS AND DR2 -11 WN 1 2 +794.00(4.95T]� TOWN 1 2 +758.0(4.9 6L 37.4 6 DR2- 12 WN1 +758.00(4.956 RT &LT) i 12.34 ❑R2 -13 ^2 WN 1 2 +758.00(2.571 RT) TO CL2 2+762.76(5.! 36.85 DR2 -14 CL2' 2 +762.760(5.805 LT TO 7.985 LT) 5 DR2 -15 6L2 2 +762.760(7.985LT) TO CL2 2+758.12(17: 14.46 DR2 -16 0 +002 TO 0 +198 - TO 21 -(NE (QUADRANT BIOSWALE) 1 DR2 -22 , CL2' 2 +877.90 (4.754 LT) 2 +889.16(29.45 LT) ^� 16.42 DR2 -23.0 +023.31 0(6.054 LT) 6.35 DR2 -24Y 0 +027.319(10.575 LT) 10.66 DR2 -25 0 +025,48(1.0 RT, LT- _..._.._.. ,....,.. _._,.. 84 DR2 -26 SS2 2 +736.327(5.344RT) .TO SS2 2 +736.755(6.14OLT) T� 2a,16 DR2 -27 SS2 2 +736.755(6.140LT) ' DR2 -28 BL2' 2 +307 TO 2 +340 RT & LT DR2 -29 ^, SS2 2 +640.50(32.05 RT) TO 672.00 DR2 _30 _1 SS2 2 +900 (9.43 LT TO '12.67) 2a, 16,18 R_ SS2 2 +900 (3.5 RT) i 2x,18 DESIGNED BY M. ABDULHADI ENTERED BY M. QUINTEIRO CHECK_ ED BY B. MCKEE PROD. E_N_G_R. J. JOHNSON REGION ADM. J. OKAMOTO SHEET TOTAL 159.74 DATE__! DATE 0 f om L ! ' J I LL. V z �i co w C7 z t � o ;I 1 M3 REVISION 0.92 1.52 1.92 1.52 .w r� a U- J J CE C�3 w M3 7 7 BY 1 1 1 1 l 1 REGION NO. j STATE 10 WASH Jab NUMBER 99A059 CONTRACT NO, STRUCTURE NOTES Z Q �z w w 0 z V EACH 1 1 z m H co ZD EACH 1 1 2 a UL w J w a - (9 c1l 0 z ry z Q z M2 0 w ui c w oa C.3 z �- 0 8=-� =D m co oJ 0 M2 3.18 5.45 6.35 5.06 19.65 0 x w D z J O CL_ CO w J !.l..4 ( Z M3 2476 2476 Q d EACH 1 1 FED. aio. PROs. NO-1 ENVIRONMENTAL 8 ENGINEERING SERVICE CENTER 0 z C) Z 0 J cn y��Ly,l 1 1 I w z GENERAL NOTES: °- I Q 1. SEE DD9 FOR Q.S. DETAIL. � o 1 k z w j o co Qz-- LAYOUT, SEE D03 FOR BIOSWAL DETAILS. i 0 W `' 1 ° 0 z Q U cn i EACH EACH 1 1 1 1 l 1 REGION NO. j STATE 10 WASH Jab NUMBER 99A059 CONTRACT NO, STRUCTURE NOTES Z Q �z w w 0 z V EACH 1 1 z m H co ZD EACH 1 1 2 a UL w J w a - (9 c1l 0 z ry z Q z M2 0 w ui c w oa C.3 z �- 0 8=-� =D m co oJ 0 M2 3.18 5.45 6.35 5.06 19.65 0 x w D z J O CL_ CO w J !.l..4 ( Z M3 2476 2476 Q d EACH 1 1 FED. aio. PROs. NO-1 ENVIRONMENTAL 8 ENGINEERING SERVICE CENTER 0 z C) Z 0 J cn y��Ly,l 1 1 1897 ! 783 1 1 I Washington State Department at Transportation SR 405 I STN 2 SR 167 I/C MODIFICATION SHEET 27 OF STRUCTURE NOTES 170 GENERAL NOTES: I I 1. SEE DD9 FOR Q.S. DETAIL. 2. SEE DP -1 FOR PROFILE. SEE DD1 FOR LAYOUT, SEE D03 FOR BIOSWAL DETAILS. 2a. MATCH EXISTING FLOW LINE. z ` 3. SEE DD8 FOR SUBGRADE DRAIN DETAILS. w ! 4. SEE DP -2 FOR PROFILE. SEE BRIDGE PLAN - Q w o z DRAINAGE DETAILS 28 FOR DR2 -1, 2. � ow. CL a_ w 4a. USE CB TYPE. 1 BASE SECTION ONLY FOR can O Lu O• V u' uj IMPACT BASIN SEE DD6 FOR DETAILS AND o 0 w INSTALLATION. U U] I 5, SEE STANDARD PLANS B -1 FOR C.B. M2 M3 EACH DETAILS. SEE DP -3 FOR PROFILE. 6. SEE PP3 FOR TOP SOIL PLACEMENT. 17. SEE SPECIAL PROVISION FOR SWIRL 'CONCENTRATOR. SEE DP3 FOR PROFILE. 8. SEE DD2 FOR LAYOUT. SEE DD4 FOR GRATE INLET DETAILS. SEE DD5 FOR GRATE INLET INSTALLATION AND FLOW SPREADER DETAILS 9. SEE DP -4 FOR PROFILE. SEE DD3 FOR 1,20 84 2 1 _ 2a,16 13,16,20 2a, 16,18 2x,18 BIOSWALE DETAILS. 10. SEE DD5 -6 FOR MEDIA ALTERNATIVE AND 4a ' INSTALLATION. ` 11. SEE STANDARD PLAN B -3 FOR C.B. 4 DETAILS. SEE DD9 FOR C.B. DEBRIS CAGE DETAILS. f 12. SEE DD7 FOR C.B. SUMP FILLET DETAILS 13. SEE DP -1 FOR PROFILE. REMOVE PART OF EX. PIPE & CONNECT TO NEW CB. 14. ADJUST EX. CB RIM ELEV. TO 9.601 M. 15. NEW PIPE GOES UNDER WALL. 16. CLEAN EXISTING DRAINAGE LINE & STRUCTURE. 17. ADJUST CB RIM TO MATCH FINISHED GRADE. 18. REDUCER FITTINGS AND VENTS E 5,20 5,20 5,20 1 1,7 ASSEMBLIES SHALL BE INCIDENTAL TO DRAIN PIPE WORK. SEE SHEET DD8 FOR DETAILS. 1897 699 3 6,8,9, 10 16 19. USE MANHOLE RING & COVER TYP 1 1 11 SHOWN ON STD. PLAN B -25 19 20, USE VANED GRATE FOR CB SHOWN ON STD. PLAN B -213 - FOR PROJECT TOTAL QUANTITIES SEE SHEET SQ14 ->a: k 14 3,18 2a,15U : } � k'•:_I. k. ''_ V is : f �: _. k �� i'. }, ` •acv, iiC.9:C: tiffs+ . f^!k.fi 1897 ! 783 1 1 I Washington State Department at Transportation SR 405 I STN 2 SR 167 I/C MODIFICATION SHEET 27 OF STRUCTURE NOTES 170 c C a rw C .0 W ul co CL 17 0 w tr CL rn Ln Pill IN l l 0 .-w O Q LEGEND - - ABANDON PIPE G — _._. G - BURIED GAS LINE - gP-- -- —BP- BURIED POWER -sT- -- —BT- BURIED TELEPHONE - OP ----- —DP- OVERHEAD POWER BIOSWALE GRATE INLET OB CB 0 -uo UD MANHOLE WALL UNI)ERDRAIN T.23N. R.5E W.M. CITY OF FiENTON AL2 2 +52+5.275 P.C. W � w � � AL2 2 +574.237 P.T. ro. •! oil tr !el ` 13r ty� t r` r' r -P�A ~- r - • - r A ~ r � goo x� ti -- CU CUT LINE .,l�� .� � {i � ,�� , f, 2 - s ---- ---- s — SANITARY SEER •� � �'� .� • -FILL, FILL LINE y - w -- —w- HATER LINE AL2 2 +475.224 P.T. �•!� f �•/.' � NEW DITCH f � r' ' �� �i !' � ff r f L'5+395.321 (POT) AL2 2+34-7.691(26.086 L • ►� fr \s� \ ,• 1 N w WATER 41N SEE SHEET U I I UR DETAi L Ir k ,7 / r �. if',/ ,i �r BL2 2 +503.162 POC = t '�� � N AL2 2 +373.892 P.C. . t. %► ,n t,°f ��,' SS2 2+503.162 PC '% `�a�,� , . ' 1 552 2+556,711 PT � 0o of s P. 41 I-lol i � .0o- re SS2 2 +531.580 PI 5"M -- +w- ..r..r.w3.....+.j.....�...�.. 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OKAMOTO 3 /30 /01 CONTRACT H0., DATE DATE REVISION BY N c 0 Fy a rw t7� C •v L W 00 N Q rn Ln I— W LL Ln M 0 0 cl- GG °piM 1 F 2 +562.032 PC T o 2 3 N o R e J E W e M o *-N. c67v (OF RENTON DA r � I � ' I � i ►► � Fr ! rZ_ II ► ►'► ©p` LJ %_..Dp AL2 2 +667.717 P.T. ; / ' + I Pill 1 . ►► *11�p � r I f r t i► ►► *' Dp_ 1 J OP _ OP f All It _ 000 - -- � N 404 1 QIQ I 2L8 4k6 AO He It E r C07 It ` . •t \ f I �' I I ,a r , t J`Ir► ,� t L. t , r� 5 % I It 4 iIt ; f/ ' /�F 27 millicl, 000 F. t tFll o I r/ hl LEGEND - ABANDON PIPE r- -1 L 4 -: -... -xs` CB OR CONC. INLET CULVERT \STORM SEWER - G -°-- ----- c -BURIED GAS LINE -gP- -- ---BP- BURIED POWER -BT— - ---BT- BURIED TELEPHONE -OP- -- —OP- OVERHEAD POKER - S — -- S -- SANITARY SEWER - w — —w- MATER LINE —� NEW DITCH EiBIOSWALE Q GRATE INLET CB ❑ IN; CB 0 -UQ UD MANHOLE WALL UNDERDRAIN ---- cur CUT LINE --- F I LL FILL LINE t ------------ Rl -ALL CREEX c%l ►��E I ► it rr s► 'LJ • Li 1 fn Ln ► jti � CI1 /r / ,ff ►► .� ss + ►H to 1 I I is all .00.0,01- 10 "da I I • .r•r -r• cA CD jj ca VII 110 4 4S ���r.r�j_•.� -��J- r - /JC.}�r�.r . ^wr.r._w_..r_-w. -.. �...w- ..��- i1- .wi}`".1 •r"� / �.....r...r.�..�.. �• �� _ ^sG�.C.T�'°�� ='�� 1i ,-•+ - ~�' ~r� d iFk 'A AL� 1 -- i .r y l�ir.•� � � r..r.... -- �% � � � --r �- ►i ii �.A..�.�J�.�..• ��`�r��� - ^.. ^•+ �' r °�L.- Y �.J . r- - I / p �� "-"" "_'.. rr. �� - 1.,,....- . r ..SF Ix�",,.r - .. a 's4.[ ~ ^ f .. .' t1 r...• �� "'r• �- u I I I 11 { '� r• • . + .r�^Ii �� r� ..r.. r.r 1. .r.� "r• , .-.. r - " ter• 1 1 ' w r ^ - . r -. r. _ _ ^ r r - w ., r + r 'r - - �' r �- - �+ w I..r• �� �^ - w w r r r, r R- Ir I I ! FLi..r..r.�..... -�•-� - /rx��C�x- ^�'xx� r- 1��•3� �r"..� -24• ALA ��, I � ! .w. w- .....- .�.r- .�.. -�F r � � '��ir,s'- "w � � ^� — _ --•.w^ —..��— �... -...� I/ ♦• .- -.._ -- ���� �.�,�.- ..•�`.������/'�]`/��)� ^~ ��� _� ". ~r� ���'Tj"iZ'Y������ r�► L .�.�- w.1�•..� .- ^�rl.r -�- �����- ��M'""� r ^+ -' ^�]�...r... .r _..._- ..._... ... ^ ^w... ..rw -«._- f"'w'".r - �.r �� � "r.. r• +�+� V y_... r.�- __ -t � �����r ..•- ,_ ...........r- r __ ^-... y; ---- - - - --- - - - - - - - - - � , • � _ -,.... �- -- �- �-- - - ^___ - - � �,�."��_" ,. �4. _- - -�, -w - U — r ^ ._ — _ r ► ^ — — .. — _ .,,_ ..... -.•� i�'ip �. — — _ .- _ .- y��x� w w ,�� w M„ - -.�... .� - - - -+- ' 'r -.w ._r.� -rr ". ' r'"' r -- r --. rte. r r.,.-r..n... +r.+_- ..r.. �.. °rrr - •.,_ -..- �• r..`r ten' �_ -- _.�`800 ^!r ^rr r_�. w. I� ^� -.�.-r r� rw� ..�+� +�"+�^��w� ~�� � � r� r,.rr.+ - ^! w•w ..,r.r -.w .. - ^ -rr �... - - - - - � .t ! - �- - r r ....- �.^ r �� ..r• r-• r.- r� r- r.w � �. � - +- -- - - - r .,,�.,� i•" =y�•�T.+��_� � r .- ,- + w ~ � ~ - .�^ "'. - ... r -• - -ter - ....- --- - -- _-- , i _ ........_..- ...��.._r.. ^.. Z*:;. ..'yC- :•J^'� -� -_ -..- .......�......._.... �- .._. r... �_ -� + r- - ^_ -.. �� w-- +- °- ..rr -•-^ - �w.a��•r'f� ttr �. w= = := w--- - ::-- � - �'.'.r_w - ^, --• - -- -rte ..r w- rr- .r- rr - - -r r'.. �.. •--� r I __� i —_ -- _ —._ —•» i► �,��,- ���,.��:���_— �' — � - -- .- --- .-- . -_- - -- - -- t2�"� • ' _.... ^.. •- -- _ ,�-- w =_ _- - ~L - - -- .- _- _..._..�__.r...ra[^ — .._...._..._�._ - - --- - ..._— _w.._ —�.— r• • "— —r 12" Si- I It --- - -•- -- - — - _- ___.. _ ^- __ .._rT------ _---- __..._--- -7 ?--- -- -- -- T, tj ct- 0 10 20 SCALE IN METERS REGION S TAT FED ,AID PR O J . N O . ENVIRONMENTAL AND ENGINEERING SERVICE CENTER a FOP �`' x1:s 18r03 Washington State ' Department of Transportation SR 405 SR I67 I /C MODIFICATION IN! -'4Q5 4$4If DESIGNED BY M.OU I NTE I R 3/30/01 E.. < v. _ .- ENTERED BY L . PATTERSO 3/30/01 V e? ra CHECKED BY R REVILLA 3130/01 s u Y' `� ::, �°� "�"� � 99AO59 SHEET OF OF X70 SHEETS PROD ENGR J JOHNSON 0 SQN 3/30/01 . >..; .v : ' �.. �r.•.::.z�.��,� r r � •• �:.� ��� � •_ � - � DRAINAGE PLANS REGIONAL ADM. J. OKAMOT•O 3/30/01 CONTRACT NO. DATE DATE REVISION BY 4- C O e*] C a All r LJ Y c tJ� Lu /06 V ) 0- 00 Q ._t C V) U W -7 C7 E� rn �+ry tV F 0 0 0 J CL r •� f 0 6% r,�•r Iro - �n r r — - r Tre A- ~-- DESIGNED BY M.OUINTEIR ENTERED BY L.PATTERSQ CHECKED BY R. REVILLA PROJ. ENGR. J. JOHNSON REGIONAL ADM. J. OKAMOTO LCD 3 +019.252 AHO. r � - 3/30/01 3/30/01 3/30/01 3/30/01 3/30/01 DATE DATE REVISION � � r r, ""ISTATE1 FED. AI D PROJ . NO.. 10 IWASH JOB NUMBER IM- 4053(841) 99AO59 CONTRACT NO, To23No Ro5E WoMe C07Y OF aEb70b •rr ►r -r ►r► rr 2�► r r r'" ► M? r r ""ISTATE1 FED. AI D PROJ . NO.. 10 IWASH JOB NUMBER IM- 4053(841) 99AO59 CONTRACT NO, To23No Ro5E WoMe C07Y OF aEb70b •rr ►r -r ►r► rr 2�► r r r'" ► M? 0 10 20 SCALE IN METERS ENVIRONMENTAL AND ENGINEERING SERVICE CENTER 0) r ►� -� - _ rr _fir r _ ►rr _ ► — ly`- -w►- r A 1 � - - w r � q vi a ° ("', f F LEGEND - ABANDON PIPE CB OR CONC.INLET CULVERT \STORM -G— — G - BURIED GAS LINE - BP....... —Bp- BURIED POWER -BT— - ---BT- BURIED TELEPHONE -OP- -- ---OP- OVERHEAD] POWER - S --Y- -- S -- SANITARY SEWER -UD UD BIOSWALE GRATE INLET MANHOLE UNDERDRAIN --- CUT CUT LINE w- .- .—w- WATER LINE - -'FILL~ FILL LINE AdW Washington State Department of Transportation NEW DITCH SR 405 DR3 SR I67 I/C MODIFICATION SHEEN' 30 OF DRAINAGE PLANS 170 SHEETS r 0 10 20 SCALE IN METERS ENVIRONMENTAL AND ENGINEERING SERVICE CENTER 0) r ►� -� - _ rr _fir r _ ►rr _ ► — ly`- -w►- r A 1 � - - w r � q vi a ° ("', f F LEGEND - ABANDON PIPE CB OR CONC.INLET CULVERT \STORM -G— — G - BURIED GAS LINE - BP....... —Bp- BURIED POWER -BT— - ---BT- BURIED TELEPHONE -OP- -- ---OP- OVERHEAD] POWER - S --Y- -- S -- SANITARY SEWER -UD UD BIOSWALE GRATE INLET MANHOLE UNDERDRAIN --- CUT CUT LINE w- .- .—w- WATER LINE - -'FILL~ FILL LINE AdW Washington State Department of Transportation NEW DITCH SR 405 DR3 SR I67 I/C MODIFICATION SHEEN' 30 OF DRAINAGE PLANS 170 SHEETS C [77 4- 0 L CL 4) t) v C v L W 06 U17 C1. co N- lqr r� J O t1i F-- Ly W �7 O LL re) Ln M (V l.. loe is U) Q CL es 01 0 .e q 0 0 C 0 2 +580 2 +6PJOJ NW OU ADR AN T B I OS WAL E �;o°"' STATE F E D. A I D P RO J. N O. ,� y ENVIRONMENTAL AND ENGINEERING SERVICE CENTER Ao,, 73s� %��� '� $�s o` , s f NAL g� EXPIRES F3518ID3 � - Washington State Department of Transportation SR 405 SR 167 I IC MODIFICATION O P 1 � 0 WASH IM- 4053(8413 DESIGNED BY M.OU I NTE I R 3134141 ENTERED B Y M . D U I N T E R / ! 30 0 «< => y�> ��i�$���: � `{ .., 3 `u .: .. y >�, »;. �M��:h�,� ��� � � v rtt: - ::` �y "k A. ::�.;�_� �_ CHECKED BY C. BAKER 3134/41 t r':::: <K <° ;` - °� �'"��R " 99A059 SHEET 31 Of $ EoS PROJ . ENGR, J. JOHNSON 3/34/41 DRAINAGE PROFILE REGIONAL ADM. J, OK AMO TO 3130/41 CONTRACT Ma, DATE ❑ATE REVISION BY s 4- a L CL W Q c 0 a ui C6 Ln Cl- .-l' as ti v J t17 h C3 W 3 0 Cr CL I LO t�! .v N [V 0 J CL CL. U') se L') a• 0 0 0 0 4- c e c� 0 L v 0 w C6 CL ov rn J 0 in F•- L? W 'D 0 Ole ro 4 l r. N M 0 LL 0- 0 .. a. En 0 r-e 0 a 0 v c c� � r-A DESIGNED BY M.OUINTEIR ENTERED BY M.OUINTEIR CHECKED BY C. BAKER PROD. ENGR. J. JOHNSON REGIONAL ADM. J. OKAMOTQ 3/30/01 3/30/01 3/30 /tit 3/30/01 3/30/01 DATE DATE REVISION Y KG1 °N STAT FED. A I D PROJ . NO. N4. f4� 1 0 WASH JOB NUMBER d�M 99A059 IM- 4053(841) °,�����4 Is CONTRACT NO, ENVIRONMENTAL AND ENGINEERING SERVICE CENTER ra 1 Adw Washington State Department of Transportation SR 405 I DP- 3 SR 167 [/C MODIFICATION SHEE T 33 OF DRAINAGE PROFILE 1 ?0 SHEETS c C7� Z7 a. fl3 CJj Q C 0 w 06 V) ci Ile w J 0 i17 H L3 W 3 0 x CL P+7 Ln rn a• N �r H 0 J CL iL �, .. !Ii .. p'7 0 aw 0. 0 (r 0 DESIGNED BY M.OUINTEIR ENTERED BY M.OUINTEIR CHECKED BY R_a REVILL A PROJ. ENGR. J. JOHNSON REGIONAL ADM. J. OKAMOTO 3/30101 3/30/01 3/30/41 3/30101 3130101 DATE DATE REVISION REGION STATE NO. !l F 10 WASH JOB NUMBEA 99AO59 CONTRACT NO. BY FED.A1D PROJ.NO. IM-4053(841) xPIRES OK7k, i3 ENVIRONMENTAL AND ENGINEERING SERVICE CENTER 0) Adft Washington State Department of Transportation NE OUAORAN T B I OSWAL E SR 405 SR 16T I/C MODIFICATION DRAINAGE PROFILE DP -4 SHEET 34 OF 170 SHEETS C -U Rw4 W r-y 0 L CL N Cn 4 C C? W dS U7 LL CO C'r? J I Y) H U ui �7 Q 0- cn 0 ('7 tV I a O_ �L T i4 r� m �(S) •`Y m tW (D CD C GI ISTATd F ED. A I D PRDJ . N D. DESIGNED BY M.OUINTEIRC 313014 I �:z., = .�. f..,....h . -z. � � � ^:.t.�.: -::. � fir::. 10 wasH ENTERED BY M.❑UINTEIR 3/30101 CHECKED BY R. REV I L L A 3/30/01 JOB NUMBER 1 99AO59 PRDJ. ENGR. J. JOHNSON 3130/01 7 REGIONAL ADM. J, OK AMOTO 3130/01 CONTRACT NO* DATE GATE REVISION BY IM- 4053(841) -0 �p 'ai a ANAL �I ,6) ENVIRONMENTAL AND ENGINEERING SERVICE CENTER � Washington State Department of Transportation SR 405 SR 167 I/C MODIFICATION DRAINAGE PROFILE DP- a SHEET 35 OF 170 SHEETS v t Qv ull .O i- v AI to 0 C .Q L Ld d5 N o_ co r- Q' Mh J O N F- u W O w Q. M to M IFV Pa 4 v O c O J a NW QUADRANT BIOSWALE LAYOUT TABLE Stot ion Northing East ing Description 0 +000.0000 153005.269 495517.80 BEG 0 +005.0000 153010.124 495519.00 0 +009.9750 153014.955 495520.19 0 +009.9755 15301.4.955 495520.19 PC 0 +010.0000 153014.979 495520.19 0 +015.0000 153019.884 495519.83 0 +017.6090 153022.100 495518.47 PT 0 +017.6091 15302:2.100 495518.47 0 +020.0000 153023.909 495516.91 0 +022.5879 153025.86T 495515.22 PC 0 +025.0000 153027.901 495513.94 0 +030.0000 153032.796 495513.45 0 +033.8444 153036.217 495515.12 PT 0 +035.0000 153037.205 495515.86 0 +036.3188 153036.119 495516.71 PC 0 +040.0000 153041.381 495518.34 0 +045.0000 153046.285 495517.96 0 +047.4309 153048.359 495516.71 PT 0 +047.6267 153048.509 495516.58 PC 0 +050.0000 153050.530 495515.35 0 +055.0000 153055.431 495514.94 0 +057.7686 153057.968 495516.01 PT 0 +060.ODO0 153059.843 495517.22 0 +063.5390 153062.816 495519.14 END RTnr.WAI F riIRVF nerd CURVE DATA P.1. STATION DELTA RADIUS TANGENT LENGTH S STA 0 +014.110 . 54.40 "20 " 8.000 4.1355 7.6337 STA 0 +029.374 $0,37,09" 8.000 6.7868 11.256 STA 0 +42.9823 79`35 "04" 8.000 6.663 11.112 STA 0 +053.507 T2.3,H'08" 8.0001 5.880 10.141 ENTERED BY M.OUI CHECKED BY M.OUI I I DATE I DA CHECK DAM LOCATION TABLE _ CHECK DAM STATION 1 0 +030.00 Te23Ne Ra5E W.Me -- _ Wry OCR G°3fsNTO tM� i -- -- 0 0 E i BL2' 2 +406.686(11.415RT) = 0 +063.539 END OF BIOSWALE \\ F. 9 yt , i i'� 1 t i P i t WAL ' 2 +503.162 PCC = 1\ ` ' ��se PIFZOMET R l WELL r ` E 0 10 20 SCALE IN METERS TATO FED.AID PROD. 10 IWAS JOB NUMBER IM- 4053(841) 99A( 6) -- LAI P 'Y 'Y SS2 2 +556o711 ENVIRONMENTAL AND ENGINEERING SERVICE CENTER mi ��•� Washington State �I/ Department of Transportation 1; tM � \ t 'V .\ \ i t 1 t it ;H t t 111 t I t ,H t t M t:* IIt� SR 405 DD 1 SR 16T I/C MODIFICATION SHEET 36 OF NW QUADRANT BIOSWALE 170 SHEETS M I NE QUADRANT BIOSWALE LAYOUT TABLE ❑HARRY SPALLS EXISTIN MAINTENNANCE ACCESS ROAD ACROSS SPILLWAY 2 IQ N i VARIES 3.0 TO 5.50M 2 �1 ACCESS ROAD CURVE DATA P.I. STATION DELTA RADIUS 'TANGENT LENGTH - - - - -- Even Stations Report wed Sep 06 14 :10:01 2000 - - - - - -- 9.500 Chain Name : B106 Pi 0+ €25.982 88'43'55" N Station - w r Northing Easting Description 0 6.000 5.958 9.382 P 0 +348.786 4- 0 +000.0000 153076,852 495686.139 Begin Pond v 0 +002.0000 153075.514 495684.652 Toe of Pond 0 +010.0000 153070.161 495678.707 t73 0 +420.0000 153063.469 495671.276 0 C 0 +030.0000 153056.778 495663.845 •� 0 +040.0000 153050.086 495655.413 L 0 +046.8700 153044.956 495552.093 Toe of Berm /PC 0 +050.0000 153041,888 495651.547 w 0 +054.8900 153037.197 495652.724 Toe of Berm V) 0 +060.0000 153033.581 495656.246 0- 0 0 +070.0000 153033.548 495665.791 00 0 +070.7316 153033.938 495666.410 PT ti Q 0+080.0000 153039.961 495673.440 "n 0 +090.0000 153046.629 495680.892 © 0 +098.0000 153451.964 495686.854 Toe of Berm 0 +100.0000 153053.298 495688.344 0 +105.6900 153057.092 495692.584 Toe of Berm w 0 +110.0000 153059.966 495695.796 j 0 +120.0000 153066.635 495703.248 o: 0 +120.1131 153066.710 495703.332 PC 0 +129.4051 153066.338 495711.715 PT rn Ln 0 +130.0000 153065.903 495712.121 rn 0 +134.1767 153062.853 495714.975 PC 0 +140.0000 153057.454 495716.451 ® 0 +143.5590 153054.402 495714.723 PT 0 +145.7000 153052,928 495713.170 Toe of Berm 0 +150.0000 153049.968 495710.051 0 +153.6400 153047.463 495707.411 Toe of Berm 0 0 +160.0000 153043.085 495702.797 0 +158.6472 153037.133 495696.525 PC 0 +170.0000 153036,113 495695.639 0 +180.0000 153026.984 495696.518 '°` 0 +190.0000 153026.560 495705.679 CNIJ 0 +190.0946 153026.619 495705.753 PT 0 J 0 +198.0000 153031.599 495711.892 Toe of Pond 0` 0 +200.0000 153032.859 495713.445 0 +210.0000 153039.159 495721.212 0 +211.2180 153039.926 495722.158 End Pond ❑HARRY SPALLS EXISTIN MAINTENNANCE ACCESS ROAD ACROSS SPILLWAY 2 IQ N i VARIES 3.0 TO 5.50M 2 �1 ACCESS ROAD CURVE DATA P.I. STATION DELTA RADIUS 'TANGENT LENGTH S Pi 0 +076.692 - 144.49.44 9.500 29.974 24.014 Pi 0+ €25.982 88'43'55" 6.000 5.869 9.292 PI 0 +140.134 89'35439" 6.000 5.958 9.382 P 0 +348.786 1 - 175'37'58" 1 7.000.1 180.1,391 21.447 OR TOP OF BERM CSBC 150mm MAINTENNANCE ACCESS ROAD DETAIL DESIGNED BY M.❑UINTEI ENTERED BY M.OUINTEI CHECKED BY M.QUINTEI PROD. ENGR. J.JOHNSON REGIONAL ADM, J.OKAMOTO 3/30/01 3/30/01 3/30/01 3/30/01 3/30/01 BATE DATE REVISION M ON ISTA 10 IWA 99AO59 CONTRACT NO. FED.AID PRQJ.NO* IM- 4053(841) T.23N. R.5E W.M. 00457 OIL aCEN4ON CL2' 2 +845.030 (12.275 LT) =- 0 +000.0 BEGIN BIOSWALE POND r r � r r r r - ►% •,�� .� / • / 40 . f, ��• dr s f , •/ / , / ' 0 C� I �r ! , I rr • . / • x rr / • . OIL P $' I r OfOl +5I A r' i / 6 ?1 ' ' L J i ! ;� S o P1 0 +210:650 ENVIRONMENTAL AND ENGINEERING SERVICE CENTER &N V-1 f aj SCALE 2 +763.105 (169067 LT)= woe",,' • 1 1 ` i 40,1344 l y t � � I Qx� 1 f � ' 1 Adft Washington State Department of Transportation SR 405 I OD2 SR 167 I/C MODIFICATION SHEET 37 NE QUADRANT B I QSWALE 170 SHEETS 2QFur. 2 . �"rf ­.q. METERS Adft Washington State Department of Transportation SR 405 I OD2 SR 167 I/C MODIFICATION SHEET 37 NE QUADRANT B I QSWALE 170 SHEETS M N �WA nu O N A 0 c 0 L LLJ 06 E() CL i m v M J O V) I- U w n 0 G_ CL i M tf) car A PO AA LO O En N t- O _J OL (SEE NOTES • SEE SHEET DD2 BIOSWALE LAYOUT TABLE FOR OIMMENSIONS INCL. HAUL ET DP -4 FOR ELEVATION) « « INSTALL GEOSYNTHETIC CLAY LINER ON CELLS I AND 2 ONLY. HAND CUT GEOSYNTHETIC CLAY LINER AND SEAL TO INSTALL GRATE INLETS 0.700 MIN. INCL. HAUL 1041 POND MATER SURFACE VARIES PER CELL (SEE OP -4 FOR ELEV.) CELL 3 APRON AND FLOW SPEAOER DAM SEE SHEET DO -5 FOR DETAILS INCL. HAUL EMERGENCY SPILLWAY SEE SHEET 005 FOR DETAILS t� TOP SOIL s .....,.r rs�_ 1 BIOSWALE SECTION A -A EMERGENCY SPILLWAY S££ 005 FOR DETAIL POND WATER SURFACE (SEE DP -4 FOR ELEV.) m x o = 2.570 TYP. i I 350 TYP. BERM LENGTH VARIES TOP OF BERM (SEE OP -4 FOR ELEV.) 0.300 OUARRY SPALL5-j «« YNTH T AY N R I 6.700 •I� \SU SH T ELEVATION. BIOSWALE SECTION* B -B SEE SHEET DP -5 7.700 DESIGNED BY ENTERED BY CHECKED BY PROD. ENGR. REGIONAL AD BIOSWALE SECTION* C -C M.OUINTEIRO 3/30/01 L.PATTERSO 3/30/01 M.OUINTEIR 3/30/01 J.JOHNSON 3/30/01 J.OKAMOTO 3/30/01 DATE T 11 S _FREEBOARD O.TOO MIN. 0.91 CELL 2 A511 T \ SPECI AL'aflONRIJIIi �MAX 0.305 MIN INCL. HAUL � 1.215M �I_ 1M TOP SOIL TYPE A 1' *: x 9« LS LENGTH VARIES s D5 ANCHOR TRENCH DETAIL A TYPICAL NOT TO SCALE EMERGENCY SPILLWAY SEE SHEET DDT FOR DETAILS SEE SHT D09 FOR CAGE DETAILS FREEBOARD - -- -0.700 MIN. - -- ELEV. 6.766 — 2 �1 0 NE QUADRANT BIOSWAL REGION STAT' FED.AID PROJ.NO. DATE I REVISION IBY 10 ]WASH JON NUIN)ER 99AO59 IM- 40IM-4053(841) CONTRACT N0. INCL. HAUL TOP OF BERM - -__ ELY.- T.00 --- - - ------- -- -- -- -- -- ------ -- 0 12 0 KEYED BIOSWALE SECTION° D -D DETAILS BIOSWALE DETAIL, A -A NOT TO SCALE I I QI ) I I 0.600M OUARR SPALL 0.305 O.IOOM OUARRY SPALLS SECTION B -B NOT TO SCALE BIOSWALE CHECK DAM HLAN VIEW NOT TO SCALE rRI. FO t:, .Y PIA- LE; NW QUADRANT BIOSWALE DETAILS ENVIRONMENTAL AND ENGINEERING SERVICE CENTER SR 405 D D 3 AAllk Washington State SR 167 I/C MODIFICATION � � 1110 ) �I/ Department of Transportation SHEET 38 DRAINAGE DETAILS 170 SHEETS c 01 a O } N 0) 01 0 C L / w 06 V) 0- / 00 r` v r, J 0 F- F- U w 7 0 CL / M Ln M N Q se U) h 0 J a CL N Ln oe 00 Q7 0 O 0 N O W 0 a, } c .j 0 100 -aw a E ` — "3 0 �n '1 OPEN FACE — 1240 30 I E-100 O c '3 ` 03 N , PLAN KAR;J s» 9 K m. Unit K L @k3 0 0 n Q ��3rFkks�� 9 3 o� _® *3 ,1- I W CHECKED Unit J J. J. OK /30/01 /30/01 175 mm (TYP) 0 (All BAR dimensions LIST are out to out) BENDING DIAGRAM 840 2 1270 3 1270 100 v N v 450 N 6 1270 77 1270 100 ° °m co o Ge IE MARK LOCATION OTY SIZE LENGTH I Bottom slob on side wall 3 3 1760 N kP 2 Bottom slob and side wall 2 3780 3 Bottom slab and side wall 2 2190 4 Bottom slob and side wall 2 840 STRAIGHT 5 Wall 4 2770 HOOP 6 Side wall 3 4420 HOOP 7 Unit H 2 4320 HOOP 8 Unit J 2 1270 HOOP 9 Unit J 2 50 STRAIGHT 8 Unit K 3 1270 STRAIGHT 9 Unit K 2 230 STRAIGHT 10 IMPACT BASIN 3 5280 HOOP 11 IMPACT BASIN 12 635 STRAIGHT I 100 -aw a E ` — "3 0 �n '1 OPEN FACE — 1240 30 I E-100 O c '3 ` 03 N , PLAN KAR;J s» 9 K m. Unit K L @k3 0 0 n Q ��3rFkks�� 9 3 o� _® *3 ,1- I W CHECKED Unit J J. J. OK /30/01 /30/01 175 mm (TYP) 0 0 n Q ��3rFkks�� 9 3 o� _® *3 ,1- I W CHECKED Unit J J. J. OK /30/01 /30/01 175 mm (TYP) Sow lE ► o� 0 r, 1065 1 _V I I� PLAN r w o am¢ z� a I w for ' .� z a w E °a D > u1 Q moo U W N N Q LL cr a: U W G: a a m a 0 Ln w U a 0- Ln z W > w J W 89 mm X 9.5 mm STEEL PLATE GRATE A DETAILS 100 mm MIN PICK UP HOLE NOT TO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED IENOIUN STAT FED.AID PROJ.NO. 10 WASH JOB NUMBER IM- 4053(841) 99AO59 CONTRACT NO. ENVIRONMENTAL AND E SERVICE CENTER El 150 n 15( UNIT K 100 mm .7T i y MIN ��- UNIT H 1 6 N3 5 '3 on -I 50 3� 001 ° u, 6 •3 1 "3 2 =3 ." N �Ln. N N m LL) –I I FOUR SPACES AT 'nf 50 L APPROXIMATELY 318 mm U tD 50 ) mm 1370 150 n SIDE GRATE INLET TYPE 2 GRA 25 T, 100 U 175 100 mm MIN yy _ L 0� a 150 mm 150 mm K UNIT J UNIT °3 •3 100 mm MIN N q N Ln .I I - � THREE SPACES AT APPROXIMATELY I 280 mm END e3 150 mm NOTES- 1. THESE DETAILS AND MODIFICATIONS ARE ONLY APPLICABLE TO GRATE INLET TYPE 2 FOR THE BIOSWALE POND ONLY, STRUCTURE NOTES DR2 -16 THROUGH DR2 -21. 2. ANGLES SHALL BE SET SO THAT EACH BEARING BAR OR PREFABRICATED GRATE SHALL HAVE FULL BEARING ON BOTH ENDS. THE FINISHED TOP OF CONCRETE SHALL BE EVEN WITH THE GRATE SURFACE. 3. ALL EXPOSED CONCRETE EDGES SHALL BE FINISHED WITH A 13 mm RADIUS EDGER TOOL. 4. PIPES MAY ENTER THROUGH THE KNOCKOUT AT ANY REASONABLE ANGLE, AS APPROVED BY THE ENGINEER THE FLOW LINE OF THE OUTLET PIPE SHALL BE 450 mm MIN. ABOVE THE INSIDE BOTTOM OF THE INLET STRUCTURE. 5. THE UNIT K & J SHALL BE GROUTED AND SEALED IN PLACE TO THE SATISFACTION OF THE ENGINEER. 6. INTERIOR WALLS OF GRATE INLETS ARE TO BE FREE OF CRACKS OR OPENINGS. OPENINGS OR CRACKS SHALL BE SEALED TO A CL3 FINISH. 7. ALL PICK HOLES SHALL BE GROUTED FULL AFTER THE HAS BEEN PLACED. AdW Washington State wI/ Department of Transportation SR 405 DD4 SR 167 I/C MODIFICATION SHEET 39 OF DRAINAGE DETAILS 170 SHEETS 0 O N kP N N o� 0 r, 1065 1 _V I I� PLAN r w o am¢ z� a I w for ' .� z a w E °a D > u1 Q moo U W N N Q LL cr a: U W G: a a m a 0 Ln w U a 0- Ln z W > w J W 89 mm X 9.5 mm STEEL PLATE GRATE A DETAILS 100 mm MIN PICK UP HOLE NOT TO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED IENOIUN STAT FED.AID PROJ.NO. 10 WASH JOB NUMBER IM- 4053(841) 99AO59 CONTRACT NO. ENVIRONMENTAL AND E SERVICE CENTER El 150 n 15( UNIT K 100 mm .7T i y MIN ��- UNIT H 1 6 N3 5 '3 on -I 50 3� 001 ° u, 6 •3 1 "3 2 =3 ." N �Ln. N N m LL) –I I FOUR SPACES AT 'nf 50 L APPROXIMATELY 318 mm U tD 50 ) mm 1370 150 n SIDE GRATE INLET TYPE 2 GRA 25 T, 100 U 175 100 mm MIN yy _ L 0� a 150 mm 150 mm K UNIT J UNIT °3 •3 100 mm MIN N q N Ln .I I - � THREE SPACES AT APPROXIMATELY I 280 mm END e3 150 mm NOTES- 1. THESE DETAILS AND MODIFICATIONS ARE ONLY APPLICABLE TO GRATE INLET TYPE 2 FOR THE BIOSWALE POND ONLY, STRUCTURE NOTES DR2 -16 THROUGH DR2 -21. 2. ANGLES SHALL BE SET SO THAT EACH BEARING BAR OR PREFABRICATED GRATE SHALL HAVE FULL BEARING ON BOTH ENDS. THE FINISHED TOP OF CONCRETE SHALL BE EVEN WITH THE GRATE SURFACE. 3. ALL EXPOSED CONCRETE EDGES SHALL BE FINISHED WITH A 13 mm RADIUS EDGER TOOL. 4. PIPES MAY ENTER THROUGH THE KNOCKOUT AT ANY REASONABLE ANGLE, AS APPROVED BY THE ENGINEER THE FLOW LINE OF THE OUTLET PIPE SHALL BE 450 mm MIN. ABOVE THE INSIDE BOTTOM OF THE INLET STRUCTURE. 5. THE UNIT K & J SHALL BE GROUTED AND SEALED IN PLACE TO THE SATISFACTION OF THE ENGINEER. 6. INTERIOR WALLS OF GRATE INLETS ARE TO BE FREE OF CRACKS OR OPENINGS. OPENINGS OR CRACKS SHALL BE SEALED TO A CL3 FINISH. 7. ALL PICK HOLES SHALL BE GROUTED FULL AFTER THE HAS BEEN PLACED. AdW Washington State wI/ Department of Transportation SR 405 DD4 SR 167 I/C MODIFICATION SHEET 39 OF DRAINAGE DETAILS 170 SHEETS SIDE GRATE INLET TYPE 2 GRA 25 T, 100 U 175 100 mm MIN yy _ L 0� a 150 mm 150 mm K UNIT J UNIT °3 •3 100 mm MIN N q N Ln .I I - � THREE SPACES AT APPROXIMATELY I 280 mm END e3 150 mm NOTES- 1. THESE DETAILS AND MODIFICATIONS ARE ONLY APPLICABLE TO GRATE INLET TYPE 2 FOR THE BIOSWALE POND ONLY, STRUCTURE NOTES DR2 -16 THROUGH DR2 -21. 2. ANGLES SHALL BE SET SO THAT EACH BEARING BAR OR PREFABRICATED GRATE SHALL HAVE FULL BEARING ON BOTH ENDS. THE FINISHED TOP OF CONCRETE SHALL BE EVEN WITH THE GRATE SURFACE. 3. ALL EXPOSED CONCRETE EDGES SHALL BE FINISHED WITH A 13 mm RADIUS EDGER TOOL. 4. PIPES MAY ENTER THROUGH THE KNOCKOUT AT ANY REASONABLE ANGLE, AS APPROVED BY THE ENGINEER THE FLOW LINE OF THE OUTLET PIPE SHALL BE 450 mm MIN. ABOVE THE INSIDE BOTTOM OF THE INLET STRUCTURE. 5. THE UNIT K & J SHALL BE GROUTED AND SEALED IN PLACE TO THE SATISFACTION OF THE ENGINEER. 6. INTERIOR WALLS OF GRATE INLETS ARE TO BE FREE OF CRACKS OR OPENINGS. OPENINGS OR CRACKS SHALL BE SEALED TO A CL3 FINISH. 7. ALL PICK HOLES SHALL BE GROUTED FULL AFTER THE HAS BEEN PLACED. AdW Washington State wI/ Department of Transportation SR 405 DD4 SR 167 I/C MODIFICATION SHEET 39 OF DRAINAGE DETAILS 170 SHEETS c 0 �o } v a a) o� 0 c .o / w 06 w o_ co ti Q M J O N L) W 7) O K IL M M I Q 7 0 J a v to tb En O 0 0 N 0 O - c 0 GRATE INLET TYPE 2 & EMERGENCY SPILLWAY PLAN VIEW 95% COMPACTION 005QUARRY SPALLS SEE DETAILS THIS SHEET TION B -B FLOW SPEADER DAM DESIGNED BY 3/30/01 ENTERED BY J. WU 1 3/30/01 ADM. J. OK 300 MIN: 200 MIN. •• R I UNIT K UNIT H 250 f 700 300 1 Z Q 1 620 / \ KEYED 600 F / J — / / V/ /AV// Y A V//AV//A R UTFALL „o. STAT FED. A 10 WASH J.NO. JOB NUNBEH IM- 4053(841) 99A059 ..E 2 QUARRY SPALLS GRATE INLET TYPE 2 INSTALLATION EMBANKMENT FLOW SPREADER DAM LOCATION TABLE DRAWING NOT TO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED TYP. I TYP. ' "a W_ SPILLWAY 3.270 M (TYP.) TYP. i POND I 600 TYP. , SECTION A -A EMERGENCY SPILLWAY TYPICAL 370 30 00 170 100 0l ,..4•0 R m:m 0 . 60 1 O 0 •. , : • ' •, 300 n 0 150 460 NOTES: 1. FLOW S READER DAM SHALL HAVE 6 mm LONGITUDINAL JOINTS EVERY 3.35 m �rtirs9"„^ F TO BE WITH JOINT SEAL. CONCRETE DAM SHALL BE EMBEDED MINIMUM OF 300mm INTO EMBANKMENT. 2. POND EMBANKMENT ARE TO BE SEEDED PER! 1 ,w.,. 3. ALL EXPOSED CONCRETE EDGES SHALL BE FINISHED WITH A 13 mm RADIUS EDGER TOOL. 4. TOP OF DAM SHALL BE LEVEL 3. CONCRETE SHALL BE CLASS 20 ENVIRONMENTAL AND ENGINEERING SERVICE CENTER Washington State Department of Transportation SR 405 DD5 SR 167 I/C MODIFICATION SHEET 00 DRAINAGE DETAILS 170 SHEETS } a - s � I � 370 30 00 170 100 0l ,..4•0 R m:m 0 . 60 1 O 0 •. , : • ' •, 300 n 0 150 460 NOTES: 1. FLOW S READER DAM SHALL HAVE 6 mm LONGITUDINAL JOINTS EVERY 3.35 m �rtirs9"„^ F TO BE WITH JOINT SEAL. CONCRETE DAM SHALL BE EMBEDED MINIMUM OF 300mm INTO EMBANKMENT. 2. POND EMBANKMENT ARE TO BE SEEDED PER! 1 ,w.,. 3. ALL EXPOSED CONCRETE EDGES SHALL BE FINISHED WITH A 13 mm RADIUS EDGER TOOL. 4. TOP OF DAM SHALL BE LEVEL 3. CONCRETE SHALL BE CLASS 20 ENVIRONMENTAL AND ENGINEERING SERVICE CENTER Washington State Department of Transportation SR 405 DD5 SR 167 I/C MODIFICATION SHEET 00 DRAINAGE DETAILS 170 SHEETS c a� N v a v 0 c .Q L W 06 N Q- / 00 Q M J 0 / LO U W 0 IL M M N v / N W. F- 0 J a 2 CL w Ln 00 m 0 O O N 0 N, O v c Q 100 X65 (TYP) KNOCKOUT 0 ~ a 1200 1400 300 0 min 1300 S.A. .S.P. MORTAR(TYP) EE #SHT -DD4 FOR BAR LIST 50 (L.D it 3 SEE SHT -DO FOR BAR LI 1 230 ON SIDE OF KNOCKOUT 1550 a. a Ti - 1400 -_; QUARRY PLAN��pwR BASIN DFTA `2e 3J I .L SIDE MWEN �. CB TYPE 1 MODIFIED (PRECAST BASE SECTION ONLY) SEE SHEET DP -2 FOR LOCATION I UNIT K � OPEN FACE { UNIT J — UNIT H �� I 13mm DIAM. STAINLESS STEEL EYELET WITH 25mm EMBANKMENT UPPER MEDIA MM mLbH NETTING GRATE INLET TYPE 2 MEDIA INSTALLATION FILTER MEDIA TABLE I CELL UPPER MEDIA LOWER MEDIA 1 A B 2 1 D 3 C B 260 To F MEDIA BAGS SHALL BE PLACED AND FILLED WITHOUT MEDIA BEING COMPRESSED. 300 MAX. KNOCKOUT 0 ~ a 1200 1400 300 0 min 1300 S.A. .S.P. MORTAR(TYP) EE #SHT -DD4 FOR BAR LIST 50 (L.D it 3 SEE SHT -DO FOR BAR LI 1 230 ON SIDE OF KNOCKOUT 1550 a. a Ti - 1400 -_; QUARRY PLAN��pwR BASIN DFTA `2e 3J I .L SIDE MWEN �. CB TYPE 1 MODIFIED (PRECAST BASE SECTION ONLY) SEE SHEET DP -2 FOR LOCATION I UNIT K � OPEN FACE { UNIT J — UNIT H �� I 13mm DIAM. STAINLESS STEEL EYELET WITH 25mm EMBANKMENT UPPER MEDIA MM mLbH NETTING GRATE INLET TYPE 2 MEDIA INSTALLATION FILTER MEDIA TABLE I CELL UPPER MEDIA LOWER MEDIA 1 A B 2 D D 3 C B (SEE SPECIAL PROVISIONS) FILTER MEDIA TO FILL VOID 800 LAY HORIZONTALLY (SEE INSTALLATION DETAIL) 620 300 r- -UNIT H �. I� 290 LOWER MEO[A 1:1L- FORATE PVC PIPE IT PREVENT FLOATATION I I VERTI AL 620 PVC COLLAR 76 mm DIAM. N FACE 3M 3W -4- Pl- A � INSTALLATIONS DETAIL STEEL EYELET WITH 25mm EMBANKMENT DETAILS THIS SHEET EVENLY SPACED GRATE INLET TYPE 2 PIPE MEDIA ALTERNATIVE , T, , f o , , , , , 350 mm EVENLY SPACED IL ----- ____—II I-- - - - - -- J i e f Ls AII E SIDE POLY ROPE ENCASED IN - - -- 1070 -- - ----------------------- - - , 60 TO 140 MAX 260 TO 300 MAX. i f ' 260 TO 300 MAX. f - -- - --- -- -- ----------- i5o -- UNIT H UPPER MEDIA BAG DETAILS PLAN 7 mm MESH POLYETHYLENE NETTING 90 TYP. (.� 890 typ. 90 TYP. 260 TO _ 300 MAX./ 2990 1 '� CAIR , � ------- - - - - -I I.� LOOP TOP OF BAG 63mm WELDED 7MM STAINLESS STEEL CONNECTION AT BOTTOM U BOLT & CLAMP � run IOOmm X 13mm SIDE RE NOON STAT FED. A I D PROJ . NO. ENVIRONMENTAL AND ENGINEERING SERVICE CENTER SR 405 pDs DESIGNED BY M.OUINTEIR 3/30/01 :': Ft} 10 WASH �► SR 167 I/C MODIFICATION ENTERED BY J. WU 3/30/01 Washington State CHECKED BY R. REVILLA 3/30/01 99A059 IM- 4053(841) '�.�� 0 STS o��� Department of Transportation 541T PROJ. ENGR. J. JOHNSON 3/30/01 ZONAL BN OF REGIONAL ADM. J. OKAMOTO 3/30/01 CONTRACT NO. DRAINAGE DETAILS 1 DATE DATE REVISION BY xvwES osiaios SHEETS PVC PIPE / PVC COLLAR DETAIL NOTES: 260 To F MEDIA BAGS SHALL BE PLACED AND FILLED WITHOUT MEDIA BEING COMPRESSED. 300 MAX. A MINIMUM OF 254 mm OF CONTACT BETWEEN ADJACENT MEDIA BAGS OR THE 90 CUT TYP. GRATE INLETS WALL IS TO BE MAINTAINED T 1? ®' DRAWING NOT TO SCALE END D E T A IT L ALL DIMENSIONS ARE IN MILLIMETERS EXTEND CABLE 130mm ABOVE UNL SS OTHERWISE NOTED SURFACE ON MEDIA BAGS 260 TO _ 300 MAX./ 2990 1 '� CAIR , � ------- - - - - -I I.� LOOP TOP OF BAG 63mm WELDED 7MM STAINLESS STEEL CONNECTION AT BOTTOM U BOLT & CLAMP � run IOOmm X 13mm SIDE RE NOON STAT FED. A I D PROJ . NO. ENVIRONMENTAL AND ENGINEERING SERVICE CENTER SR 405 pDs DESIGNED BY M.OUINTEIR 3/30/01 :': Ft} 10 WASH �► SR 167 I/C MODIFICATION ENTERED BY J. WU 3/30/01 Washington State CHECKED BY R. REVILLA 3/30/01 99A059 IM- 4053(841) '�.�� 0 STS o��� Department of Transportation 541T PROJ. ENGR. J. JOHNSON 3/30/01 ZONAL BN OF REGIONAL ADM. J. OKAMOTO 3/30/01 CONTRACT NO. DRAINAGE DETAILS 1 DATE DATE REVISION BY xvwES osiaios SHEETS 7 rr w� s ill 0 v Lr a C W LO a• M J 0 Ln F- u w 0 rr M Ln M pq 5D i N 0 ' 0 0 d. EXISTING ALTERN OUTLET LOCATION � t I � y A .. — I ; ■...■� --.^ A ELBOW WITH ORIFICE 92 AS SPECIFIED ELBOW DETAIL PLAN VIEW DEBRIS CAGE SEE SHEET DD-9 DETAILS RIM ELV. 5.766 RISER -- -- QYERFLQW ELZVATION STEPS OR LADDER TO PROVIDE [DETENTION AND OIL SEPARATION PER PLANS E . 'd SEE NOTE 4: PIPE SUPPORT(S) ° •' © ❑' ALUM.OR STEEL ELBOW RESTRICTOR 300mrn O.C. MAX. (TYP ) (SEE DETAIL) ORIFICE 2 '• �-. OUTLET KNOCK OUT INLET FYI WITH ORIFICE 1 ELEV = OUTLET ELEV, MINUS G00mm ~ • b • 4 Z x I800mm MIN. 200mm.DIAMETER MIN. FLOW CONTROL STRUCTURE SECTION A— A ( TYP a ) SEE STANDARD PLAN 6-1e & B -3 FOR MORE DETAILS r STRUCTURE NOTE LOCATION ORIFICE I ORIFICE 2 RISER OUTLET RIM Ei, Oia. Ei. 010. El. Di❑. Ei, Di❑, EI. DR2 -23 0 +23.310 5.243 12mm 6.523 16mm 6.736 300mm 5.852 .300mm 7.660 DESIGNED BY M.DUINTEIR ENTERED BY CHECKED BY L.PATTERSO M_ nil TNTFIR PROIJ . ENGR. J .JOHNSON REGIONAL ADM. J OK AMO TO 3/30101 3/30/01 3130/01 3/30/01 3130/01 DATE DATE REVISION L. REGION STATE FED, A 10 PROJ . NO. 10 WASH Jim (UMBER IM-- 4053(841) 99A Q89 CONTRACT ND. �0 20736 Isis fosit. xPIRES 05�8�03 BASE /RISER JOINT PER STANDARD PLANS B -le & B -3 ENVIRONMENTAL AND ENGINEERING SERVICE CENTER E E L, Ln c� CV N a z ■ E i 0 ' # 3 SUMP FILLET DETAIL MATERIAL - CONCRETE CLASS 28 ALLOWABLE CONSTRUCTION JOI NT FINISH - THE CONTRACTOR SHALL FINISH THE FILLET BY STEEL TROWELLING TO CLOSE ALL SURFACE POCKMARKS AND HOLES GENERAL NOTES: 1. UNITS SHALL BE CONSTRUCTED IN ACCORDA WITH THE REOUIREMENTS FOR CATCH BASIN �F`iSF:33 ' . c?.,•:, -•; �' ss %7£;4.gi�;S�S:a>i.'�.s� No, 2. THE MINIMUM DIAMETER SHALL BE 1800mm 3. LIFT CHAIN SHALL BE GALVANIZED AND OF 4 NCE TYPE 2, 1800mm DIAMETER PER 5. EXPANSION BOLTS SHALL BE COMMERCIALLY AVAILABLE AND 15.5mm DIAMETER. JOINTS SHOWN ARE OPTIONAL FOR PRECAST UNITS. CAST -IN -PLACE UNITS SHALL BE POURED WITHOUT JOINTS BETWEEN THE BASE AND THE TOP. ;720 OUTLET SHALL BE CONNECTED TO METAL PIPE WITH A TYPE C OR E BAND ve WITH GASKET OR GROUTED INTO THE BELL OF CONCRETE PIPE. ALUMINUM SHALL BE PAINTED PER SECTION 7•- 02.3(1)B2 PRIOR TO GROUTING. MULTI ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ENTIRELY ON ONE SIDE OF THE RISER ASSURING ADEQUATE LADDER ACCESS. 'WTAOAft Washington State Department of Transportation SR 405 SR 167 IIC MODIFICATION DRAINAGE DETAILS DD? SHEET 42 or 170 SHEETS v Lj ull a 4- a, b I rn 0 c �o L i w cd 0 ti v M J O U W 7 O cr CL M LI) M Pd 8 0 00 ttA O CQ H- O J CL SCHEDULE S L (FEET) L (METERS) 0% 10 3.0 0.5% 11 3.3 1% 12 3.6 2% 14 4.3 3% 17 5.2 4% 19 5.8 6% 25 7.6 8% 30 9.1 10% 36 11.0 DESIGNED BY M.OUINTEIR 3/30/01 ENTERED BY L.PATTERSO 3/30/01 CHECKED BY M.OUINTEIR 3/30/01 PROJ. ENGR. J.JOHNSON 3/30/01 REGIONAL ADM. J.OKAMOTO 3/30/01 TRENCHING DETAIL NOT TO SCALE TANDARO H -7 MONUMENT OVER ELEVATED TO ORA i_ \ 50MM IOOMM PVC PIPE VENT DETAIL NOT TO SCALE EXISTING ROADWAY SURFACE 245 mmC 90 mm CSBC GEOTEXTILE 0.3M OVERLAP — GRAVEL BACKFILL FOR S= SC249 5= SLOPE OF DRAINAGE Sc= CROSS SLOPE g= ROADWAY GRADIENT %r S T A 10 WAS 99A059 CONTRACT NO. ACE ACP & ffi„. TO MATCH EXISTING 75mm min. UNDERDRAIN �mm I .; ; PIPE 150mm DIA. In In SECTION Y -Y NOT TO SCALE .AID PROJ.NO. a N IM- 4053(841) !G aov a FOR UN AIN ENVIRONMENTAL AND ENGINEERING SERVICE CENTER Lt., NOTES: IF AIM Washington State GAP Department of Transportation SR 405 SR 167 I/C MODIFICATION DRAINAGE DETAILS 1 M SHEET 403 170 SHEETS C Cn N N O) rn O C •O i W 025 a_ i 00 . ti c M J O i N U W 0 of 0_ i M Ln M N Q s N O J CL M a v 00 O O 0 N O O N C 0 NOTE: ALL STEEL SHALL BE AASHTO M 183M 19mm 4' SMOOTH BAR (TYP. EXCEPT AT ENTRY GATE) 4 HOOK T, UPPER BAND 19mm THICK 100mm WIDE STEEL 6mm 13 EVENLY SPACED 1 SMOOTH BARS WITH BENT ENT ENDS TYP. gyp° 5 EQUALLY SPACED n <p SMOOTH BAR P WELDED TO TOP BAND 6mm 6 EQUALLY SPACED LEVELING PLATES 70mu 100mm LONG 12mm THICK CENTERLINE OF CROSS CULVERT Mole mTiu 0 CROSS CULVERT DETAIL v �9 4 EQUALLY SPACED % HOOK CLAMPS MADE OF �� p 45° 914.4mm WIDE 330.2mm LONG AND 10mm THICK GALV. STEEL 6mm 19mm 11 SMOOTH INTERMEDIATE j SUPORT BAR LOWER STEEL BAND 292.1mm CB ft15ER 76.2mm LEVELING PLATE )mm GROOVE 38.Imm CB RISER 63.5mm 2 sFcG%Tkw STAINLESS DEBRIS CAGE DETAIL TOP VIEW NOT TO SCALE 610mm 635mm 393.7mm 100mm 2? 6mm WELC DEBRIS CAGE DETAIL SIDE VIEW NOT TO SCALE L.PATT ✓�-�^� nwnun uu� i • nu � DRILLED TO RISER HOOK CLAMP DETAIL NOT TO SCALE TATEI FED.A 10 IWAS 99A059 COBTNACT 40 ENTRY GATE DETAIL NOT TO SCALE NO. ENVIRONMENTAL AND ENGINEERING • 0 s \'1'd.' SERVICE CENTER )TH CRO55 BAR DTH E CROSS BAR CATCH BASIN DETAIL 600mm .• P"= •r EDGE OF PAVED SHOULDER PLASTIC DRAINAGE MARKING NOT TO SCALE A LF-- Minimum Pipe Slope 5% 100mm EDGE STRIPE E E 0 0 EDGE OF UNOERDRAIN OR BRIDGE DRAIN OUTLET DETAIL /n_ Bevel SECTION A -A tion -;, 3001 Y x— Ouarry Spoils Bottom of Ditch QUARRY SPALLS PLACEMENT DETAIL p ) � Washington State IM- 4053(841) IWO Department of Transportation NOT TO SCALE SR 405 DD9 SR 167 I/C MODIFICATION SHEET 44 OF DRAINAGE DETAILS 170 SHEETS