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Home My WebLink AboutR-379101I AS BUILT SR 900 JCTo' 68TH AVE. So /MONSTER ROAD a,- Washington State Department of Transportation Olympia, Washington 98504 F -~ C Scale: Horir. I inch s feet Vert.1 inch • feet MP V. 3 q to MP g. j 7 Constucted Length mile(*) Contract No. a q 5 F.A. No. Ot�- 64001000 Contractor 14C� ve fru�fi.e�J Work Begun �u N G 2 8, 19 Work Completed lYlurt�i (? 19 Project Engineer 6arG L. L;�ck) District TransportationAdmini*hator Rat Q, l�nc�B+:SoNj 1} E Approved 19__ Secretary of Transportati on ' 4 4+2uA+5 1 c v ri N O � L a a PLOT14 x� mo QI n ao m£��w END NH— NHG- 0900(006) END OF PROJECT STA.100 +50 P.O.T. MP 8017 9l 10 11 15 14 tisT . S LANGSTO RD 133RD ST S 132ND ST EMPIRE ! I P WAY S --�- - - --- 14 - 14 13 - - 13 - - - — 1 RIE �nI ��Fvv7 T\ \�,Y //n,`1Y/ /n/ IIn�I LJ U lJ V L� To23.N.MEaW.Mo BEGINNING NH— NHG - 0900(005) BEGINNING OF PROJECT STA. 884-75 P.0.T. Ln l MP 8.39 Lu ! 11 12 1 14 (3 KuoIN] S 1 vim" I O cA I Q ( I co 1 1 Ln I -- 0 SCALES ION FEET1000 FOR "AS CONSTRUCTED PLANS" ONLY J INDEX SHEET NO. PLAN REFERENCE NO. T I T L E "E,°a STATE 1 V1 VICINITY MAP /INDEX SR 900 JCT.68TH AVE.S. /MOBSTER ROAD � , V1 2-3 S01 -S02 SUMMARY OF QUANTITIES _ WASH NH -NHG- 0900(0 4 -5 R1 -R2 ROADWAY SECTIONS ENTERED BY R.BATCHELDOR 6 -7 SP1 -SP2 SITE PREPARATION PLAN CHECKED BY A. LUOMA 8 -9 01 -02 OUANTIY TABULATION Doe Hu�a 93 WO12 51 1 47 F SHEETS PROJ. ENGR. J.E. JOHNSON 10 -11 AI -A2 ALIGNMENT & R /W- DIST. ADM. R.O.ANDER50N EXISTING UTILITIES 12 -13 UI -U2 STRUCTURE NOTES DATE DATE REVISION 14 -15 01 -D2 DRAINAGE PLAN 0. ho 16 -17 D3 -D4 DRAINAGE PROFILES 18 -21 D5 -08 DRAINAGE DETAILS 22 L -1 PLANTING PLAN 23 -24 PI -P2 PAVING PLAN 25 -26 C1 -C2 CHANNELIZATION PLAN •- 27 M -1 MISC. DETAILS 28 -30 S1-S3 SIGNAL PLAN 31 S4 TRAFFIC SIGNAL DETAILS 32 S5 CONTROLLER CABINET DETAILS 33 SG WIRE TERMINATIONS 34 S7 PEDESTRIAN BUTTON DETAILS 35 TSI SIGN SPECIFICATIONS 36-37 T52 -TS3 SIGNING PLAN 38 -39 T1 -T2 TRAFFIC CONTROL STAGE 1 40 -41 T3 -T4 TRAFFIC CONTROL STAGE 2 42 -43 T5 -T6 TRAFFIC CONTROL STAGE 3 44 -45 T7 -T8 TRAFFIC CONTROL STAGE 4 46 -47 T9 -T10 TRAFFIC CONTROL STAGE 5 r __ "E,°a STATE FED.AID PROJ.NO. sc � PROGRAM D�E^ *V/�ELOPINENT ALL SHEETS OF+T SSE PLANS SHALL BE DEEMED APPROVED BY THE a �I d SIGhANRE AND STAMP ON THS SHEET 11 �oxet March 19, 1993 r s x0'.00 STATE DESIGN ENGINEER � Washington State TV Department of Transportation /plans2 /hck /w93012b.d� SR 900 JCT.68TH AVE.S. /MOBSTER ROAD � , V1 10 WASH NH -NHG- 0900(0 DESIGNED BY R:BATCHELDOR ENTERED BY R.BATCHELDOR CHECKED BY A. LUOMA Doe Hu�a 93 WO12 51 1 47 F SHEETS PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.O.ANDER50N calrlu T Ho. Jjqy VICINITY MAP DATE DATE REVISION JBYJ 0. ho r 14 145831 IEF E: ' WO1 TAT FED. AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation SR 900 68TH ,AVE, S./MONSTER ROAD U 1 n-E 3-EL 1411 T, OF THE "WOE" FFFER=:: 10 WASH NH -NHG- 0900(006) DESIGNED BY ENTERED BY _ TO THE FtF 1 -c EET IU ER FF TIE = 5 job a 93W012 T 12 47 OF -rs PROD. ENGR. a t�J 049F,137 FLFi -:. TIE SID?=tft h! -CEEk z *FAC*ro• _ DATE La REVISION BY i}u FEFM: -. TO TIE ccu-zTFiI-TICt1 FmT1 -FE Ei FCI -¢Tj i-14 THE FflkTIFa-LFR �E(', m = °` w a J V E J a 1 Z ra p U e v y en W ra., =E <111 z "' a ' a J Q =° Q m Q Q m° i C= W `' w FILE t16ES:Std1 o = z a z °i �= F N z- � F.L' 1_ :47 AI : � o o i O „ a a u N -Ir Q v v rn J a' w LLJ �93.3rr3 Q i CE LCf iTICF] - -- ERGN I C. Y. - -- - -- C.Y. ITCt1 L. F. L.F. - C F — - L. F. - - -- - EACH : - EACH' L.F. - 1 L. 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'�- p-iral Pib C:tsrni - Plain alunirua re- plain nrri- pibd , alurdniol-3 1. Ct. Ct.}" this:. - Plain aluniniz-d l •.r plarr, norrvfi itrj -, alunl:,i�ej e-=1. C1. - Tr. 2 aaL.tanizej =±,:e1 ca Tr. r,3rrl.i its; galva zej C,.0t4" Fc+r habicvi rritbirrj D=L-ail, s Hi? =. Fcv" Ci raPt iFFrcp Cpt ail. SAE- Cr31na4a C�-tyil ,. EF See Special FYry i =ia a. F1d.Pit Far Ede lFriertii yin C +_yils, G- -airar - [Mail Ctr -mot- tk,. «'4e,=ia1 FTri,isiac`. TI-.- fla.,lirc- aF ttF ,s'a9�r•3 y1r, nett tF lucat,7j at- cc ic..:G ft.= o•_•.r, ale ✓at.icrr -- or al jd u_. cnr� ±aj P�_ lures E;c-.,el -d Erd - ti,_r,. - F'lv� t)p Irdet. erd rf. c;- i_t1r,a re i,ainir g Pipe witl, To r, ct r-+-+ to ::.til F it t� >„ F'.•h.. ,� yll iyS' j+-tyx l -sf,.-t [i-5• FOR ROCK WALL DETAIL SEE DRAINAGE DETAIL SHEET NO. 0 -7. SEE SHEET D -8 FOR DITCH DETAILS. SEE SHEET D -7 FOR EXTENDED EXISTING DRAINPIPES 6 IN. DIAM. USE VANED GRATE. FOR "AS CONSTRUCTED DOT FORM 221 -080 Revised 9/89 0 - 4 00 ; /�Ylp WO1 TAT FED. AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation SR 900 68TH ,AVE, S./MONSTER ROAD U 1 10 WASH NH -NHG- 0900(006) DESIGNED BY ENTERED BY _ CHECKED BY job a 93W012 T 12 47 OF -rs PROD. ENGR. DIST. ADM. — *FAC*ro• STRUCTURE NOTES DATE DATE REVISION BY DOT FORM 221 -080 Revised 9/89 0 - 4 00 ; /�Ylp M. 145831 NOTE THE SHEET HUMP-EP OF THE "CODE" REFERS, ME TO THE PLAN SHEET MWER OF THE r 1 Fo o uj 1. (614TRAUT PLANS. THE SECOND NUMBER REFER' TO THE X ONSTPUKJION FEBT11•E 's FfILINLI ON THE PA YI- RVICHP `•HEFT. = I M C> P7 uj >C UJI UJI ¢d UJ w Cr FILE NfihES:SNDR N, I B:: E i C> co ME uj UJI 07-50:21 Ati i c3 1 a3 1 ui 01- Feb -Y? ------------------------------ V UJI C.Y In ------- U3 1- - - - - -- I Cl Cj ------- '- ------ 1------- -- ; - - -- -- - ------- ------- ------- ------- ------- - - - - -- a -- ------- ------- ------- - ------- ------- - - - - -- CODE LOCfiTON L.F. L.F. L.F. •----- C.Y. S—F. 1 C. 111. : FON EACH ------ EHLK ------- ------- EfICH ------- ------------------------------ !D-1-1 ;2jillf, •_371RT, ------- ------- ------- ------- -------- --------------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- --- ----------- -------- ------ 1--------------------- -------- -1- - - - - -- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- I ------ 1---- ------ ;-- ----- ------ - - - - -- 4'29 6160 ----------------------------- ;TO j2ijfj t411PT ', ------- ------- -------{-------,-------,- i ------- - - - - -- 1G -1 -4 --------------- -------------- ;D-1-4 91+10 1701RTi ------ L --q2--- --------------- ------- ------- ------- -- ---- ------- ------- 217 -------- ------- ------- ------ ------ ------ -------- ------ ------ ------- - -- -- ------ ---- - - 4 'TO &41RT--------------- ------------------------------ ------ ------- -- - - - - -' ------ ------ ------- ------- ----- ------ ------- ------- - -- - -- --- ------- ------- ---- ------ ----- --- ------- ------- ------- ---- ------ ------- ------- ------- ------- ------- ------- ------- ------- ------- -- -----.------------------------ ------ '------- 11-I-E: 192 +5w (3, A ' V T '- 1- - - - - -- ------- ------- ------- ------- ------- ------- ------- ------- - ------- ------- ------- ------- ------- ------- --- ------- ....... ------- ------- ....... ....... ------- ---- ....... ....... - - ------ 1------------------------------ [I- 1 -6 : K I;2 -755Rr-, - - - - -- ------- -- ----- ------- ------- ------- i ------- ------- 4794 ------- ------- ------- r, ------- ------- i ------- ---------------------------------- ----------- ------- ------- ------- ------- ------- ------- ------- ------- --------------- ------- ql 1 T ql�+17 -.-,S'Rr', ------ '------- '------- 1------------------------------ 1- - -- - -- ------- ------- ------- ------- --------------- -- ---- ------- ------- ------- ------- ------- ------- -- ----- ------- ------------------------------ 9050 ------- ------- ------- ------- ------- --------------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------------------------------ ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- F. ------------------------------ I K,+90 -411RT • ----- 3 2 ------- ------- ------- ------- 64 ------- ------- Ij ------- -------- I -- ----- 4 1 i ------- 11 ------- ------- ------- ------- ------- '- - - - - -- ; 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_4 - - - --- ------- ------- ------- ------- _e - ----- ------- DOT FORM 221-M Revised 9189 `Q1— STATQ FED. AID PROJ. NO. PROGRAM DEVELOPMENT Washington State NH-NHG-0900(006) DIVISION 0 Department of Transportation GENERAL NCITES Ei-tinq Or u.na-le Pipe Sh- i: No. B-S. flic-ptqblw 'EWEf' PIPE are. C, ir. 2, with welded or seam-- til um rK Tt P1 Rin mith it- welded Aluminum Pet �iP2: Tr. 5, (1 . thi cl . PI;iin with racketed seam_, 0. 116 , thick. J. spiral i"Ib Storm Sewer Pip-: - Plain aluminum Or plain narl-cm pitch aluminized 0.064" I-hi ck. - Plain aluminized steel or ;,lair; narrow pitch aluminized steel, 0.0641, thici:. I - Tr. 2 (3alc3nized steel or Tr. Z rlarl_014 - �Ilt•arllzed --fee!, W-1, J w 11.0c.4 .. bi ci� . ,binn CrihT.rn•7 P,l aj I . _1C Nis-_ c,-•r Pirrap Detail, 'e brain-:ige Detiii 4 4 o. I(.. fow,ect To E.-.i-ti,,i Drainage trust re For Ed•jc Linderdi-jit, Details,_E- 'heet N.. 16. Tha flowlitl- of the underdrain must th- j End re'bor- PI-1.1 `.he Inlet end of e-istina rpmairdnq pipe Pitt, cencrete, To Connect To E-i_-tinc 2" PI-If Drailiale Detail Sheet D-5. Re'J wal I llct4il -e Draina,e [+.il ' ?heat No, LI-T. SEE SHEET D8 FOR DITCH DETAILS. SEE SHEET D7 FOR EXTENDING EXISTING DRAINPIPES 6 IN. D[AK USE VANED GRATE. FOR "AS CONSTRUCTED 11 PLANS" ONLY SR 900 68TH AVE. S./MONSTER ROAD STRUCTURE NOTES 13 OF 47 � L-) 0 / 4Jr-) 0 a 0 N V � L G N O 1 PLOT5 TO RENTON LEGEND: -LD > _-iD > _ EXISITING UNDERDRAIN PIPE EXISTING DITCH EXISTING MANHOLE EXISTING CATCH BASIN —� EXISITING STORM SEWER LINE EXISTING CULVERT PIPE ❑ CATCH BASIN UNDERDRAIN PIPE - ST —ST— STORM SEWER LINE CULVERT PIPE T— PROPOSED DITCH ® DROP INLET TYPE 2 EXISTING STREAM i 2c �I a DESIGNED BY G. MAW ENTERED BY J. UYEDA - s C PRJ. ENGR. J.E. JOHNSON 1. amxom DIST. ADM. R.O. ANDERSON To23No Ro4Eo W.M. BEGIN NH— NHG - 0900(006) BEGIN PROJECT 0 50 100 SCALE IN FEET FOR "AS CONSTRUCTED PLANS if ONLY E3W012 STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT � Washington State SR 900 DI DIVISION w® Department of Transportation JCT.68TH AVE.S. /MONSTER ROAD JOB NUMUR NH- NHG- 0900(006) 14T or DRAINAGE PLAN REVISION /p ons2 /hcwr930t2b.dgn STS P v po N U � t O yi O 6 PLOT6 ° _w a° PI °amr��o DESIGNED BY G. MAW f ENTERED BY J. UYE CHECKED BY A. LUO .Li<w PROJ. ENGR. J.E. J DIST. ADM. R.O. A To23Na R ®4Eo W.M. DATE STA. 100 +50 FOR LEGEND SEE SHEET DI 0 50 100 SR900 MP 8.17 SCALE IN FEET 4 :AID PROJ.NO. 10 WASH J0B" NH -NHG- 0900(006) 93WO12 CONMACT Md. PROGRAM DEVELOPMENT DIVISION A9W Washington State Department of Transportation /plans2 /hck /w93012b.d9n TO SEATTLE FOR "AS CONSTRUCTED PLANS" ONLY SR 900 kD2 JCT. 68TH AVE. S. /MOISTER ROAD DRAINAGE PLAN I , T- � L 9oo�yo C O O O N n 3 L m � U A L O N c C O a PLOT? ° Ef QI z� ESIGNED BY R. SESEPASARA NTERED BY R.BATCHELDOR 4ECKED BY A. LUOMA ROJ. ENGR. J.E. JOHNSON IST. ADM. R.O. ANDERSON TE ION FED.AID PROJ.NO. 10 1WA Jog ""'gyp I NH -NHG- 0900(006) 93WO12 CONTRACT NO. PROGRAM DEVELOPMENT DIVISION �Washington State ODeportment of Transportation /plcns2 /hck /w93012b.dgn SR 900 1 D3 JCT. 68TH AVE. S. /MONSTER ROAD 16 DRAINAGE PROFILES +s47 ,X 9 001v0 a v 0 n y n 3 L T � V \ G O N m C s n PLOT2 0 ii 00 o� r�o orN 19 •�z�w "H°a10N STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION AAlk Washington State Department - of Transportation /pICn62 /hCk /M93O12C.dgn SR 900 JCT. 68TH AVE. S.IMONSTER ROAD D4 10 WASH NH -NHG- 0900(006) DESIGNED BY D. THOMPSON ENTERED BY R. BATCHELDOR CHECKED BY A. LUOMA '19S XR 93W012 SHEET 17 47 OF SMETS PROD. ENGR. J. JO N5 N DIST. ADM. R. O. ANDERSON CONTRACT NO r DRAINAGE PROFILES DATE DATE REVISION BY s� �a0lyo n a 0 � 3 L 6 L o N 0 n PLOT28 ao y� 00 a Q v,z woo rf�xo� BACKFILL WITH CRUSHED SURFACING DRAINAGE COURSE PVC PIPE 3 " DIA. PVC PIPE 3 " DIA. (SLOTTED) EDGE OF P.C.C. PAVT. -7 (SLOTTED) ---- --- ------ ---- - - - - - -- -- - - - - -t - -- - - -- -- ----- --------- --- -- - - - - - - - -- - - - -- --------------------- low if o 0 + COUPLING O COUPLIN R =30 G- o C, o "" R =30 "" o R =30 "" COUPLING PVC PIPE 3 " DIA. PVC PIPE 3` DIA. (UNSLOTTED) (UNSLOTTED) THRU COUPLING 6„ EMBANKMENT CLEANOUT PIPE TO DITCH EDGE DRAIN OUTLET DETAIL STRUCTURE NOTE NO. D -2 -5 8" VARIES v4 J 0 O 0.15" ASPHALT CONCRETE PAVEMENT CLASS B 0.75' PCCP 0.80" CRUSHED SURFACING COURSE -- - - -- -- - - - - -- 0.95' MIN. DEPTH -- - - - -- --- -S�OpF DENIZEN SCREEN 0.2% MIN. SLOPE 0.20" CSBC SEE TRENCH DETAIL 0.5' MIN TYPICAL EDGE DRAIN SECTION STRUCTURE NOTE NO. D -2 -5 t I I j P.V.C. PIPE 3 " DIA. ' I ' I f � i I ' SLIP X MALE THREAD ADAPTER 3 " DLA. I 14" HOT DIPPED GALVANIZED STEEL WIRE " SCREEN CUT TO FIT INSULATING BUSHING CATCH BASIN TYPE 1 I t j HAND PLACED RIPRAP I 2 rl I I I 1 09� I I I I I I I P.C.S.S.P. SECTION A -A DENIZEN SCREEN END CAP DETAIL HAND-PLACED RIPRAP TO TOE OF EMBANKMENT 1' MIN, DEPTH RIPRAP DETAIL STRUCTURE NOTE NO. D -1 -2 D -2 -4 D -2 -9 I A I I I I ICI I,I ICI I,I 2' Ijl I.I I I t f I A CONNECT TO EXIST. PIPE COUPLING EDGE OF P.C.C. PAVT. �— GEOTEXTILE REMOVE EXISTING PIPE --- - -- - -- --------- - - - - - - -- - -- R-30"- - - - - -- - - - -- -- ----- — R =30 EXIST. PVC PIPE - - ---- --- - - - - -' 2" DIA. SAWCUT 2 " MIN. DEPTH GEOTEXTILE PVC PIPE 3 " DIA. (SLOTTED) BACKFILL WITH CRUSHED ° SURFACING DRAINAGE COURSE COUPLING + °o EDGE DRAIN CONNECTION STRUCTURE NOTE NO. D -2 -5 nFOR"AS CONSTRUCTED NS°' ONLY TYPICAL ACP /CCP JOINT 0.35' ASPHALT CONCRETE PAVEMENT CLASS E f CRUSHED SURFACING DRAINAGE COURSE STATE J1111jI (SEE SPECIAL PROVISIONS) 0 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAIN SR 900 JCT. 68TH AVE. S. /MONSTER ROAD PVC PIPE 3 " DIA. (SLOTTED) TRENCH DETAIL STRUCTURE NOTE NO. 0-2 -5 t I I j P.V.C. PIPE 3 " DIA. ' I ' I f � i I ' SLIP X MALE THREAD ADAPTER 3 " DLA. I 14" HOT DIPPED GALVANIZED STEEL WIRE " SCREEN CUT TO FIT INSULATING BUSHING CATCH BASIN TYPE 1 I t j HAND PLACED RIPRAP I 2 rl I I I 1 09� I I I I I I I P.C.S.S.P. SECTION A -A DENIZEN SCREEN END CAP DETAIL HAND-PLACED RIPRAP TO TOE OF EMBANKMENT 1' MIN, DEPTH RIPRAP DETAIL STRUCTURE NOTE NO. D -1 -2 D -2 -4 D -2 -9 I A I I I I ICI I,I ICI I,I 2' Ijl I.I I I t f I A CONNECT TO EXIST. PIPE COUPLING EDGE OF P.C.C. PAVT. �— GEOTEXTILE REMOVE EXISTING PIPE --- - -- - -- --------- - - - - - - -- - -- R-30"- - - - - -- - - - -- -- ----- — R =30 EXIST. PVC PIPE - - ---- --- - - - - -' 2" DIA. SAWCUT 2 " MIN. DEPTH GEOTEXTILE PVC PIPE 3 " DIA. (SLOTTED) BACKFILL WITH CRUSHED ° SURFACING DRAINAGE COURSE COUPLING + °o EDGE DRAIN CONNECTION STRUCTURE NOTE NO. D -2 -5 nFOR"AS CONSTRUCTED NS°' ONLY RENO°X STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State MAP of Transportation -- /plans2 /hck /w930126.Qgn SR 900 JCT. 68TH AVE. S. /MONSTER ROAD D5 10 WASH NH- NHG- 0900(006) DESIGNED BY D. RUBIN ENTERED BY R. BATCHELDOR CHECKED BY A. LUOMA JOB wuw�R 93 W O12 �T 18 OF STS PROJ. ENGR. J.E. JOHNSON DIST. ADM. R.O. ANDERSON CONTRACT xo, DRAINAGE DETAILS DATE DATE REVISION BY c 0 0 0 m u L n � O m 0 a PLOT29 I 00 . BIOFILTRATION SWALE CULVERT OUTFALL PROTECTION Q 4NTING OF EROSION CONTROL SEEDING, FERTILIZING & MULCHING APHORICARPOS ALBUS SWALE PROFILE ELEVATION 1' MIN. FREEBOARD 2 I TOP � l i ( hti nrn� e-rvr n'rvn�, 6440 DESIGN WATER SURFACE Q 1 1.75" P WATER DESIGN (DEVELOPED FLOW CONDITIONS) ' /'�yVd'JUb�V�dV�h I �) 0.75" FRnSTnN rnNTROL BLANKET BOTTOM WIDTH BIOFILTRATTON SWALE SECTION * SEE SLOPE TABLE FOR DETAILS PLACE RIP RAP I' ABOVE CROWN IMIN. II i DISCHARGE PIPE 1" MIN. 1' THICKNESS EROSIO' CONTROL BLANKET FOR RIP RAP SECTION A -A CULVERT OUTFALL PROTECTION ROCK CHECK DAM LOCATION OFFSET FROM 96 +43 65' RT. TO 96 +83 50' RT. 210 0 N OFFSET PROFILE ELEVATION BOTTOM WIDTH RT. SLOPE TOP WIDTH BACK SLOPE 92 +85 74.9' RT. 210.0 3' 2 1 2.5' 1.5 ": 1 93 +00 74.4' P.T. 209.4 4 3 1 DESIGNED BY G. KELSEY 200 73.3' RT. 207.4 4" 3 1 �• 99i 94 +00 72.1' RT. e61� 02 4" 3 1 3' 2 s 1 94 +50 70.8' RT. 203.4 4' 3 : 1 m 3 s 1 95 +00 190 201.4 4' 3 : 1 4" 3 .: 1 95 +50 69.9' RT. 199.4 4" 3 1 5" I 9 +00 94 +00 95+00 3 s 1 96+00 97 +00 BIOFILTRATION SWALE PROFILE SECTION B -B ROCK CHECK DAM LOCATION OFFSET FROM 96 +43 65' RT. TO 96 +83 50" RT. FOR "AS CONSTRUCTED PLANS" ONLY BIOFILTRATION SWALE SLOPE TABLE STATION OFFSET PROFILE ELEVATION BOTTOM WIDTH RT. SLOPE TOP WIDTH BACK SLOPE 92 +85 74.9' RT. 210.0 3' 2 1 2.5' 1.5 ": 1 93 +00 74.4' P.T. 209.4 4 3 1 DESIGNED BY G. KELSEY 93 +50 73.3' RT. 207.4 4" 3 1 94 +00 72.1' RT. 205.4 4" 3 1 3' 2 s 1 94 +50 70.8' RT. 203.4 4' 3 : 1 3' 3 s 1 95 +00 70.2" RT. 201.4 4' 3 : 1 4" 3 .: 1 95 +50 69.9' RT. 199.4 4" 3 1 5" FLAT 96 +00 69.2' RT. 194'.4 4" 3 s 1 6' 96 +23 69.2' RT, 196.5 4' 3 s 1 6" 96 +50 62.3' RT. 198.9 5" 3 1 97 +00 52.9" RT, 1 203.4 1 12" 3 1 — — REGII BN STAT FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION � Wosh i n ton State 9 Deportment of Transportot i on /plcns2 /hck /w93012b.d9n SR 900 JCT. 68TH AVE. S. /MONSTER ROAD D6 10 HASH NH- NHG- 0900(006) DESIGNED BY G. KELSEY ENTERED BY R, BATCHELDOR CHECKED BY A. LUOMA JOB wjwwa 93 W O12 SIffET 19 47 sxtETs PROJ. ENGR. J.E. JOHNSON DI ST. ADM. R.O. ANDERSON I coxrwcT ad. DRAINAGE DETAILS DATE DATE REVISION BY sr- Fcofiio C O O U v+ V n 3 L m \ y N V \ L O N m C O a PLOT1 0 ZZ G� v �nr woo om •z ox'a�z� �Z�C YEN ` po°N STATE FED.AID PROJ A0. PROGRAM DEVELOPMENT DIVISION Mashin ton State 9 � Department of Transportation /plcns2 /hck /r93012c.dgn SR 90� JCT. 68TH AVE. $.fMOiV$TER ROAD D7 10 WASH NH -NHG- 0900(006) DESIGNED BY G. KELSEY ENTERED BY R. BATCHELDOR CHECKED BY A. LUOMA JOB KNUR 93WO12 20 20 a 7 PROJ. ENGR. J. JUN-SON DIST. ADM. R. 0. ANDERSON CONTRACT RD. DRAINAGE DETAILS DATE DATE REVISION BY 0 0 0 � J � 3 L V �L 0 5 n PLOTI DITCH SLOPE TABLE STATION OFFSET PROFILE ELEVATION RT. SLOPE TOP WIDTH BACK SLOPE 86 +75 61.5' RT. 231.4 2 s 1 89 +00 73.5' RT. 228.6 2 a 1 3' 2: 1 89 +50 80.0' RT. 223.1 2 1 3 2 : 1 90 +00 85.0' RT. 217.6 2 1 Nil -NHG- 0900(006) DESIGNED BY G. KELSEY 90 +50 82.0' RT. 216.1 2 : 1 ENTERED BY M. QUIMTEIRO 91 +00 71.5' RT. 214.6 2 1 220 91 +50 72.5' RT. 213.1 2 ; 1 PROJ. ENGR. J.E. JOHNSON DIST. ADM. R:O. ANDERSON 1.0" � DITCH SECTION • SEE SLOPE TABLE FOR DETAILS FROM STA. 66 +7S(61.5'RT) TO 90 +00(85'RT) N DITCH SECTION * SEE SLOPE TtBLE FOR DETAILS FROM STA. 90 +00(85'RT) TO 91 +50(72.5'RT) EXISTING GROUND P DITCH PROFILE FOR "AS CONSTRUCTED PLANS" ONLY ��o° Im +maw 230 STATE M N PROGRAM DEVELOPMENT - ,DIVISION - Adak Washington State Department• of Transportation /v ans2/hck /rs3o12d.dgn SR 900 JCT.68TH AVE.S. /MONSTER ROAD D8 10 WASH Nil -NHG- 0900(006) DESIGNED BY G. KELSEY , 0 ENTERED BY M. QUIMTEIRO CHECKED BY A. LUOMA 220 JOB MUMMA 93WO12 SHUT OF SKEET PROJ. ENGR. J.E. JOHNSON DIST. ADM. R:O. ANDERSON CONTRACT uo. DRAINAGE DETAILS DATE DATE REVISION BY 3.O 210 SK 1011A. 89 00 89f5O 90 00 90150 91--00 91 50 1.0" � DITCH SECTION • SEE SLOPE TABLE FOR DETAILS FROM STA. 66 +7S(61.5'RT) TO 90 +00(85'RT) N DITCH SECTION * SEE SLOPE TtBLE FOR DETAILS FROM STA. 90 +00(85'RT) TO 91 +50(72.5'RT) EXISTING GROUND DITCH PROFILE FOR "AS CONSTRUCTED PLANS" ONLY ��o° Im +maw "Ekol?N STATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT - ,DIVISION - Adak Washington State Department• of Transportation /v ans2/hck /rs3o12d.dgn SR 900 JCT.68TH AVE.S. /MONSTER ROAD D8 10 WASH Nil -NHG- 0900(006) DESIGNED BY G. KELSEY ENTERED BY M. QUIMTEIRO CHECKED BY A. LUOMA _ JOB MUMMA 93WO12 SHUT OF SKEET PROJ. ENGR. J.E. JOHNSON DIST. ADM. R:O. ANDERSON CONTRACT uo. DRAINAGE DETAILS DATE DATE REVISION BY SK 1011A.