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Home My WebLink AboutLarge Format - 2 of 2• o oun ra1 I Segment A Green River Trail to Naches Avenue SW I I Puget Sound l .... i ' ~ !' -\ :\ { ! (§~~ Seattle Lake ,, Bellevue 7µ_ Was hington ' I King County, Washington Contract No. XX -=~ I I . UNINfORPORATED · KING COUNTY ........... BLACK ', "R PARIAN RIVE F'OR T /~ I --.,.....--. ......_ .. ...;._ SW 7TH ST ,. [)._ N 0 0 "' "' 5 N ti .ii e g 'O ;.: ID LOCATION MAP NOT TO SCALE ~ I\ REVISIONS DATE BY DESIGNED ~ J--=LJ.=-+--------------t-----t---j__!!,J:_, !;!:DVO~RA~K~-----J -ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY ,,;Lr-- Parametrix l---+--------------+----+----,1--..:.::M::.._ . .:..:.:M=ILL=E::..:R _____ --1 FlLE NAME 5 CHECKED --===B;::;L 1=5=21=0B::.;4P"-A:,:_Tc,:2,!.!T2=C=G-_:0:..,_1 -I 411 108TH AVENU E N .E • SUITE 1800 Y Ho JOB No. BELLEVUE, WA SHINGTON 8S004 T. 425 .458.6200 P'. 425 .458.6363 CITY OF RENTON .-.. _; ' ' I VICINITY MAP NOT TO SCALE PROJECT NAME ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES ~- ~' ::f ~· 0 CL !"->'. • • • ' -. '· ·• 31: . V),, .. ~·· ...:; V) . ~-·. i!: LAKE TO SOUND TRAIL SEGMENT A ' . !· .-,· -·-< s.--:, . ,'-,. 9, . . RECEIVED 60% REVIEW SU BM ITT AL NOT FOR CONSTRUCTION DRAWING NO. 1 OF 47 COVERSHEET G1 ,_:, .. 1----l--------------+---+---r,~;:;;· ~-------11-~5~1_-_1~2J_-__,0Jl:±......,&_g.Q.'--I ~ ..__.,__ ________________ ...... __ ,_A_PP_R_OVE_D _______ ._D_A_,_P_R1_L_2_0,_s ____ ..._ ________________ "·_w.p_,,.,_m,_"'·-"m _______________ __. .__ __ G_R_E_E_N_R_1v_E_R_T-RA_1_L_r_o_N_A_cH_E_s_A_v_E_s_w __ ..... ._ ____________________________ .. C .!.!, " g " ... "" 0 I °' "' .,l. "' ,'.'.)- 0 u "' C "' I '" "' / "' --~ ~ "' 1 e ~ 5l ~ ::, ABBREVIATIONS: ACP ASPHALT CONCRETE PAVEMENT BOC BACK OF CURB BOW BACK OF SIDEWALK BP BEGIN PROFILE BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION CB CATCH BASIN C&G CURB AND GUTTER C/L CENTERLINE CONC CONCRETE CONST CONSTRUCTION CMP CORRUGATED METAL PIPE COR CITY OF RENTON CP CONCRETE PIPE CSTC CRUSHED SURFACING TOP COURSE DIA DIAMETER DI, DIP DUCTILE IRON PIPE E EAST, EASTING EOA EDGE OF ASPHALT EOG EDGE OF GRAVEL EOP EDGE OF PAVEMENT EP END PROFILE EVCE END VERTICAL CURB ELEVATION EVCS END VERTICAL CURB STATION EX, EXIST EXISTING FOC FACE OF CURB FL FLANGE, FLOWLINE G GAS GB GRADE BREAK -= HMA HOT MIX ASPHALT HORIZ HORIZONTAL ID INDENTIFICATION IE INVERT ELEVATION KC KING COUNTY LF LINEAR FEET LP LOW POINT LT LEFT ME MATCH EXISTING MIN MINIMUM MON MONUMENT N NORTH, NORTHING N.I.C . NOT IN CONTRACT NO. NUMBER NST NOT STEEPER THAN OHWM ORDINARY HIGH WATER MARK PC POINT OF CURVE PT POINT OF TANGENT P/L PROPERTY LINE PRC POINT OF REVERSE CURVATURE PUD PUBLIC UTILITY DISTRICT PVI POINT OF VERTICAL INTERSECTION R RADIUS RT RIGHT ROW or R/W RIGHT-OF-WAY SD STORM DRAIN SDMH STORMWATER MANHOLE ss SANITARY SEWER STA STATION TDA THRESHOLD DISCHARGE AREA TEL TELEPHONE TESC TEMPORARY EROSION AND SEDIMENT CONTROL TYP TYPICAL vc VERTICAL CURVE VERT VERTICAL w WATER ws WATER SERVICE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION -· ~ ' I\ DA TE BY DESIGNED ~ t--==~=--t-RE_VISl_o_N_s ----------""""1""---i---1-~J.:_. ~DV~O~R~AK~-----1 ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY 1--+---------------t----+----; M. MILLER FILE NAME ~ '""c-H-EC-KE_O ______ __, Bl1521084PAT2T2C-G02 03 Y Ho JOB No. !::; l---l--------------l-----1---J-;:;;";;;;;;;· -;;:::-------1 l-=-o5,::::5_,_4-__:1.::<,52"-'-1--0=8:...:.4--"'-'"A'-"2=C"---1 INDEX TO DRAWINGS DWG NO. SHTNO. SHEET TITLE GENERAL 1 G1 , COVER SHEET 2 G2 ABBREVIATIONS AND SHEET LIST 3 G3 LEGEND 4 G4 SURVEY CONTROL PLAN 5 G5 SURVEY CONTROL PLAN 6 G6 A-LINE CONSTRUCTION BASELINE CONTROL 7 G7 C-LINE CONSTRUCTION BASELINE CONTROL 8 GB B-LINE CONSTRUCTION BASELINE CONTROL DEMOLITION 9 TESC1 CLEARING, GRADING 1AND TESC PLAN 10 TESC2 CLEARING, GRADING !AND TESC PLAN 11 TESC3 CLEARING, GRADING AND TESC PLAN 12 TESC4 CLEARING, GRADING fAND TESC PLAN 13 TESC5 CLEARING, GRADING AND TESC PLAN 14 TESC6 CLEARING, GRADING AND TESC PLAN 15 TESC7 CLEARING, GRADING 1AND TESC PLAN 16 TESC8 CLEARING, GRADING AND TESC PLAN 17 TESC9 CLEARING, GRADING AND TESC PLAN TYPICAL SECTIONS 18 CS1 TYPICAL CROSS SECTIONS PLAN & PROFILE 19 C1 PLAN AND PROFILE 20 C2 PLAN AND PROFILE . 21 C3 PLAN AND PROFILE 22 C4 , PLAN AND PROFILE 23 C5 I INTERSECTION PLAN 24 C6 PLAN AND PROFILE 25 C7 PLAN AND PROFILE 26 CB PLAN AND PROFILE 27 C9 PLAN AND PROFILE 28 C10 PLAN AND PROFILE 29 C11 PLAN AND PROFILE ' 30 C12 PLAN AND PROFILE , 31 C13 PLAN AND PROFILE · 32 C14 PLAN AND PROFILE 33 C15 SIGN SCHEDULE AND GRADING DETAIL STORM DRAINAGE 34 SD1 CULVERT DETAILS WALL PROFILES 35 WP1 GRAVITY BLOCK WALL PROFILES NOT INCLUDED WD1 GRAVITY BLOCK WALL DETAILS (90% SUBMITTAL) DETAILS 36 D1 DETAILS 37 D2 DETAILS 38 D3 DETAILS SIGNALIZATION 39 TS1 SIGNAL PLAN 40 TS2 SIGNAL WIRING DIAGRAM 41 TS3 SIGNAL POLE SCHEDULE AND DETAILS 42 TS4 PEDESTRIAN PUSH BUTTON POST DETAILS 43 TS5 SIGNAL DETAILS STRUCTURAL 44 S1 BRIDGE PLAN AND ELEVATION NOT INCLUDED S2 ADDITIONAL STRUCTU,RAL PLANS (90% SUBMITTAL) MITIGATION 45 MP1 MITIGATION PLAN 46 MP2 MITIGATION PLANTING DETAILS 47 MP3 MITIGATION NOTES NOT INCLUDED MP4 MITIGATION PLAN FOR GROUND IMPROVEMENTS (90% SUBMITTAL) PROJECT NAME . LAKE TO SOUND TRAIL Parametrix. ENGINEERING • PLANNING • ENVJRONMENTAL SCIENCES s EGM ENT A 411108THAVEr-.JUENE .SUITE1800 BELL.EVUE, WASHINGTON 98004 T. 425.458.6200 F, 425.458.6363 V'.'INW. parametrix. cc rn ' GREEN RIVER TRAIL TO NACHES AVE SW ,· RECEIV[D APR 1 7 2015 CITY or RE!,HON f'L4.NNJNC DIVLS:Of\.! 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION ABBREVIATIONS AND SHEET LIST DRAWING NO. 2 OF 47 G2 §' APPROVED DAj_PRIL 2015 5 ..... _ ..... ____________ ....... __ ...... ____________ 1,,.....;..;;.;.;;,;;,..;;;;;;;,;.;..,.. _____________________________________ 1,,, ________________ ..... ._ _________________________ ........ r "' 5 N 8 / ~ ;?, u 0 0 N f- "' LEGEND DESCRIPTION ROW LINE RAILROAD C/L PROPERTY LINE EASEMENT LINE FOUND MONUMENTS REBAR & CAP HUB & TACK PK NAIL PROPERTY CORNER STREAM BUFFER STREAM EDGE OF WATER WETLAND Fl.AG ORDINARY HIGH WATER MARK 100-YEAR FLOODPLAIN BOUNDARY SURFACE FLOW DIRECTION DITCH LINE STORM DRAIN LINE CULVERT QUARRY SPALL CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 INLET PROTECTION SANITARY SEWER LINE SANITARY SEWER MANHOLE SANITARY SEWER VAULT CLEANOUT CONTOURS MAJOR CONTOURS MINOR FILTER FABRIC FENCE HIGH VISIBILITY FENCE CLEARING AND GRUBBING LIMITS CLEARING LIMITS FlLL LINE CUT LINE SAWCUT LINE ASPHALT EDGE CONCRETE LINE CURB AND GUTTER LINE EDGE OF PATCH EDGE OF GRAVEL JURISDICTIONAL DITCH ROCKERY CONCRETE BARRIER PROPOSED --····--····--····-- ), ,,,, "''''""'"'""'"'''"< 1111 ® • ------101----- -----2----- ., h YI IA --CG-CG-CG-CG-- -----F-----F-----F-----F- -----c-----c-----c-----c- I I I I I I I I I I I EXISTING ~IL ____ RAILROAD C/L ___ _ ------P/L _____ _ ----'"-n EB @ 0 D " / • / " • OHWM --,------- ,,,.,·,-,,•:-,,·,,,. ,o·,u,w N,•,w,·,~','• ,,, .. -,~·,w,·o·,, ! (} ~-.w.•,W,','O',·• >'l<','W,~l',<,','1<,·1, ,,,·;,,•;uiuu,,, --·· 2 'I . ·.1 ; ...... ., ....... ~ ... .',.! ..... . ................ ., ........... ..llL.,. ... . ,!' /\ DATE BY DESIGNED ~ t--'L...::.=-+-RE_Vl_s_o_Ns _____________ -r __ l __ l-_J~._,D~V~O~R~A~K~------1 ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY l---+----------------+----+----1 M. MILLER FILE NAME G ~C-H-EC_K_ED_________ BL15210S4PAT2T2C-G02 03 Y Ho JOB No. ~ 1---1-----------------1----+---J--;:;;;;;;,·~:;---------a 1-~=5=-54-'--_1c=5c:2c...1-_0""'B~4~A~2~C~-1 LEGEND DESCRIPTION SPLIT RAIL FENCE LINE BARBWIRE FENCE LINE WOOD FENCE LINE CHAIN LINK FENCE LINE HOG WIRE FENCE LINE WOOD GUARDRAIL GUY ANCHOR POWER POLE WITH LIGHT FLOOD UGI-ff UTILITY POLE PP W/ UG DROP PP W/ UG DROP & XMFR OVERHEAD POWER POWER POWER VAULT POWER TRANSFORMER POWER MANHOLE POWER HANDHOLE POWER CABINCT POWER RISER POWER METER SOLID LID J-BOX LUMINAIRE TELEPHONE VAULT TELEPHONE RISER TELEPHONE MANHOLE TELEPHONE TV RISER 1V GAS VALVE GAS WATER LINE FlRE HYDRANT WATER METER WATER VALVE WATER BLOW OFF VALVE WATER POST INDICATOR SPRINKLER HEAD ROT =90 IRRIGATION CONTROL VALVE PROPOSED --11---11---11-- -01---C----{]I--- -0,---0---,0--- -0---0---0---0---0-- Li D D LI LI O Li + )( Rarametrix 411108THAVENUE N.E., SUITE 1800 BEL LEVUE , WASHINGTON 96004 T. 425458.6200 F. 425-458.6353 w·ww.parametri ~.c om EXISTING }t-,. ., .............. ::,:····· ····(."·-·········-············ , .. , ····--' --------···-····-·-···-~-----~-- T •• " .. """ •• ""''" , • :-.v--.,--.,.-.-... ,_,._,,_ ...... ,.-~-.~•A.,.,·m~-, -~ ? ' ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES PROJECT NAME LEGEND DESCRIPTION TRAFFIC SIGNAL POLE W/ LAMP TRAFFIC SIGNAL POLE TRAFFIC CONTROL LOOP (SQ) TRAFFIC CONTROL CABINCT PEDESTRIAN POLE MONITORING WELL SURFACE POST SIGN SKIP LANE LINE SOLID LANE LINE FOG LINE LTO ARROW STO ARROW RTO ARROW MAIUBOX TREES WEllAND SYMBOL Wm.AND BOUNDARY VEGCTATION RETAINING WALL RIP RAP ROCKERY HANDICAPPED SYMBOL WHEELCHAIR RAMP BUILDING LINE CONCRETE STAIR LINE WOOD STAIRWAY ASPHALT PATH CEMENT CONCRETE SIDEWALK ENGINEERED SOIL MIX LANDSCAPE AREA RAMP DETECTABLE WARNING RESTORATION PLANTING AREA TEST PIT OR BORE HOLE LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW PROPOSED EXISTING .. V2t2222t2227//72722211/1ZI ,!\P f( I 7 201,5 CiiY Of-ltENTON Pl.AW\-l!NG DJ\/'lS/ON 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION LEGEND DRA'MNG NO. 3 OF 47 G3 §:' APPROVED o A J.PRI L 2015 5 11..,_...1., _______________ ..... ___ ...., ______________ ...... _ ..... ....;;....,.,... _________________________________________________________________ ... ·-------------------------______ ... "' a.. N ... ~ "-i "' 0 N ,..; 0 >' "' 0 ~ 0 _J CL .Y "' ;;- <( " "' " .c ~ 0 'it ~ "' "' "' 0, ~ .... "' '.::I + ro 0 I " "' I .. "' :9- 0 tJ O' C ;;: I " "' / "' -.~ :s. "' 0 ,!1, 0 $ 115 ~ ::, .... BEGIN PROJECT STA 1+00 A-LINE 2+00 I------< I I \ I I \ -- I I ---+-- I I I I I l I I I I \ I I ,1 1 I I V I I /::< •. 1-/\-----------------...-0-ATE---,-BY_""""I_D-ES-IG-NE_D ___________ r---;;;;;;;;;;;~-..., CL o......:=-+R-EV1_s_1o_Ns ____________ i------r-----i-~J.:.....!:!.DV!..!,O~R~A~K _____ _. , ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY BEGIN C-LINE STA 1+00-~ I 9011 N=176125.6585 E-1290276.6117 ELV=27.80 I FOlltll SURF/CE MON I I I I I el\ '• 9000 N=176607.1150 / E=12!IOJl!8.7568 El'/=o35.01 FOUND MON IN CASE l'?arametrix lf----+---------------t-----t------1 K. BRAATEN FILE NAME c!, 1-C-H-EC-KE-D---------1 BL1521084PAT2T2CC-con rol DRAFT ' 411 108TH AV ~NUE N.E, SUITE 1800 BELLEVUE, WASH INGTON 96004 Y Ho JOB No. i" • 554-1521-084 A 2C ~ I--...J---------------1---...J---t---;:A;;;PP;;;R;:;;OVE;;;D;;-------. 1-~DA~T="-'E'---'--==~"-'--"--"--=..:.'---I T. 425-456.6200 F. 425.458.6363 w1,vw.parametrix.com ' ' "' ' 0 SCALE IN FEET 100' ,y I 0 \ I SCALE IN FEET I 200' \i ..... IW 1 oo' ----\~ --------: --.~---·--q-·" _ .. -···:~:,;::;;::.,:,i; w -----, .-·/0, ...... ;,;\} ~~ {t,j._',>:N.».'O·<"~'; ,w -----1-1 . 00 .<::_,:___--+ ,,•-"'"" W SEf REBAR NO CAP 1 . ~ ~ /,,Ir ' ' 1' I ' \ \ ' \ \ \ I \ \__ I ' ' SURVEY NOTES: 1. HORIZONTAL DATUM, BASIS OF MERIDIAN: GRID NORTH, WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83(91) HELD CITY OF RENTON MONUMENTS: HORIZONTAL AND STATIONS 1333 AND 1854 2. VERTICAL DATUM: NAVO 88 HELD CITY OF RENTON BENCHMARKS: BM#1333 AND BM#1854 3. THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS TOPOGRAPHY IN OCTOBER, 2010. 4. CONVENTIONAL SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. 5 · r~ISPi~Rirc ~fi-~~6p~~~~ ~ZRi1~~D R~~iFv~s ~ECEIVED ACCURACY EXCEEDS 1 FOOT IN TEN THOUSAND. APR l 7 20't5 CITV OF R!:il\TOM 60°/o REVIEW SUBMITT~E'iNslPJ,i:;oN NOT FOR CONSTRUCTION PROJECT NAME DRAv.1NG NO, 4 OF 47 ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW SURVEY CONTROL PLAN G4 < ~~L~5 _,....,._ ....... ________________ ...... _______________ i.........;;..;.;;,;;...;;,......, ______________________ _,i.....,_....., ________________ ....... -------------------... ______________________ ....... ------ ::, 0.. ;I' ..= N ;-; "' 5 N ri 0 ~ < 0 ;.: CD Cl I=' l-g Q_ i'= I\ ;';-_ L.:::. REVISIONS N=177885.0076 1 E=l 293357.387/1 1 ELV=31.77 SET HUB 1 ~. I : 0{ I I , : Nf A --,,. 1 b ------j "TCH LIN --!-Q, --~ I I I I I I I I I I I I E See SH,;---...., ------ r;;;f:T G4 "".... --~ .... ..., ... BY DESIGNED ........ 72052 N= 177644. 1864 E = 1293651.0492 ELV=22.50 SET NAIL DATE J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY l----+----------------,1-----+-----i K. BRAATEN FILE NAME 2 t-C-H-EC-KE_D _______ --1 BL1521084PAT2T2CC-con ol Y Ho JOB No. ~ 1---1--------------~l----1----t-:;:;;:;;::·;::;-;;:;:;---------J 1--5='5"""4_-..:..:15:c:2a..:.1 _-.:.a08"'4"-'-'-A=2""C '--I 1003 N=177367.2639 E=l 293915.3379 ELV=19.61 SET HUB 72008 N= 177225.3565 E = 1293953.2021 ELV=19.58 SET NAIL I I I I I J 1 72000 0 N=177119.0426 E=1294000.0221 ELV=19.34 SCALE IN FEET ! 100' I 200' ~---t.,_ -r-~-"+-..... !~ --SET NAIL)( I ------------- \ END PROJECT 1 STA 143+17 8-LINE ----I ----------; \ : -~ I \ : : / \ : : / \ : , I I I --~ ,/ / ' I /--,"' I -' (-,,,, r----/ ; "-, "'I I ,' ! ''"',, j' ,/ I ~--/ I I ,J DRAFT ' l?a na' met nix. 411108 TH AV l;;NUEN.E..SUITE1800 BEL LEVUE. WAS HINGTON 98004 T 4 2 5.458 .6200 F. 425 .458.6363 I I I I I I I I I I I I I I ENGINEERING , PLANNING . ENVIRONMENTAL SCIENCES PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A www parametrfirp om GREEN RIVER TRAIL TO NACHES AVE SW SURVEY NOTES: 1. HORIZONTAL DATUM, BASIS OF MERIDIAN: GRID NORTH, WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83(91) HELD Cl1Y OF RENTON MONUMENTS: HORIZONTAL AND STATIONS 1333 AND 1854 2. VERTICAL DATUM: NAVD 88 HELD Cl1Y OF RENTON BENCHMARKS: BM# 1333 AND BM# 1854 3. THIS MAP CORRECTLY REPRESENTS CONDITIONS AND FEATURES EXISTING AT THE TIME OF THIS TOPOGRAPHY IN OCTOBER, 2010. 4. CONVENTIONAL SURVEY EQUIPMENT WAS USED IN THE PERFORMANCE OF THIS SURVEY. ALL EQUIPMENT IS MAINTAINED IN CONFORMANCE WITH CURRENT STATE STATUTE. 5. THIS SURVEY WAS PREPARED BY FIELD TRAVERSE AS PER WAC 332-130-090, PART C. RELATIVE ~IECF.IVED ACCURACY EXCEEDS 1 FOOT IN TEN THOUSAND. APR 1 7 2015 Ci!'{ Of Rt!'JTOt.J 60°/o REVIEW SUBMIT f A h!INCDlVISlOi~ NOT FOR CONSTRUCTION SURVEY CONTROL PLAN DRAWING NO . 5 OF 47 GS ~ APPROVED DA1PRIL 2015 ...J ..... _..i..., _____________ ........... __ ..i..., ____________ .......................... ----..... ------------------------------------..a ..._ _________________ ..... ------------------------------- C .!1. " g " >' IIl 0 ~ 0 .J a.. PC STA 1 +00.37 PT STA 6+46.76 PRC STA 5+92.25 ~ J' A-LIN~E=-+=-L2_ -7~ C1 I---- PC STA 4+05.96 -·-v -· T/! C3 PRC STA 4+67.86 PLAN ~ ---A-; SCALE IN FEET fr 0 50 100 A-LINE CONTROL (LINES) LINE LENGTH DIRECTION START POINT END POINT L1 0.37 534• 14' 11.44"E STA 1 +00.00 (N 175873.16, El 289533.82) STA 1 +00.37 (Nl 75872.86, E1289534.02) L2 212.64 N56. 59' 57.02"E STA 1 +93.32 (N175856.30, El 289616.30) STA 4+05.96 (N 175972.12, El 289794.64) L3 162.52 N59. oo· 18.97"E STA 6+46.76 (N176134.65, E1289969.95) STA 8+09.29 (N176218 .34, E1290109.27) L4 114.32 N81' 58' 12.02"E STA 11 + 71.55 (Nl 76308.65, El 290445.39) STA 12+85.88 (N 176324.62, El 290558.59) L5 18.79 N64. 1 O' 43.47"E STA 13+ 16.93 (N 176333.63, E1290588.18) STA 13+35.72 (N176341.81, E1290605.09) L6 107 .21 S74' 46' 19.56"E STA 13+93.03 (Nl 76346.99, El 290660.95) STA 15+00.24 (N176318.83, E1290764.39) L7 43.86 N9. 02' 53.06"E STA 15+50.60 (Nl 76343.06, E1290801.90) STA 15+94.47 (N 176386.38, El 290808.80) L8 133.51 N13' 31' 48.88"W STA 16+06.29 (N 176398.11, E1290808.34) STA 17 +39.80 (N 176527.91, El 290777.11) ~ ~ RE\4SIONS DA TE BY DESIGNED o.. J-=~j--------------j!---1---J-~J!:..._. ~DV~OR~A~K~----..J ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY PRC STA 8+87.10 ' \ ' PC STA 8+09.29 ' CURVE C1 C2 C3 C4 C5 C6 C7 CB C9 C10 Cl 1 C12 C13 C14 I I RADIUS 60.00 150.00 150.00 150.00 150.00 200.00 200.00 100.00 120.00 100.00 80.00 30.00 30.00 30.00 Parametrix "' J---1----------------,1------l----ll---=M.;_M=IL=L=ER.:___ ____ _. FILE NAME "' CHECKED BU 521084PAT2T2C-GD5 07 4 1 1 10 8TH AVE NUEIH ' SU ITE 1800 I I PRC STA 10+04.45 I PT STA 11+71.55 A-LINE CONTROL (CURVES} LENGTH TANGENT START POINT (PC) 92.95 58.72 STA 1 +00.37 (N175872.86, E1289534.02) 61.89 31.39 STA 4+05.96 (Nl 75972.12, E1289794.64) 68.51 34.86 STA 4+67.86 (N 176015.44, El 289838.23) 55.88 28.27 STA 5+36.37 (N 176062.24, E1289887.45) 54.52 27.56 S1A 5+92.25 (N176098.79, E1289929.29) 77.81 39.40 STA 8+09.29 (N176218.34, E1290109.27) 117 .36 60.42 STA 8+87.10 (N176244.60, E1290181.99) 108.48 60.27 STA 10+04.45 (N 176294.42, E1290286.39) 58.62 29.91 STA 11+12.93 (N176314.56, E1290387.65) 31.05 15.65 STA 12+85.88 (N 176324.62, E1290558.59) 57.32 29.95 STA 13+35.72 (N176341.81, El 290605.09) 50.36 33.42 STA 15+00.24 (Nl 76318.83, El 290764.39) 11.82 5.99 STA 15+94.47 (N176386.38, El 290808.80) 36.66 21.01 STA 17 +39.80 (N 176527.91, E1290777.11) PROJECT NAME \ \ \ \ ) ' I I / \ \ \ I PT STA 13+ 16.93 PC STA 13+35.72 PT STA 13+93.03 EP STA 17+76.45 FOR B-LINE CONST. BASELINE CONTROL, SEE SHEET GB PC STA 15+00.24 END POINT (PT) STA 1 +93.32 (N175856.30, E1289616.30) STA 4+67.86 (N176015.44, El 289838.23) STA 5+36.37 (N176062.24, El 289887 .45) STA 5+92.25 (N176098.79, E1289929.29) STA 6+46.76 (N176134.65, E1289969.95) STA 8+87.10 (N176244.60, E1290181.99) STA 10+04.45 (N176294.42, E1290286.39) STA 11 + 12.93 (N 176314.56, E1290387.65) STA 11+71.55 (N176308.65, E1290445.39) STA 13+16.93 (N176333.63, E1290588.18) STA 13+93.03 (N 176346.99, El 290660.95) STA 15+50.60 (N 176343.06, E1290801.90) STA 16+06.29 (N 176398.11, El 290808.34) STA 17+76.45 (N176559.94, E1290789.70) ' RECEIVED APR 1 7 201 5 CITY OF RfNTOl·J PlAt!~IING Di\dSION 60o/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION LAKE TO SOUND TRAIL A-LINE CONSTRUCTION BASELINE CONTROL DRA'MNG NO. 6 OF 47 ENGINEERING. PLANNING . ENVIRONMENTAL SCIENCES SEGMENT A G6 "-' Y. HO JOB 5N5o4. _1521 _084 A 2 C BELLEVUE .WA SHI NGTO N 98004 :, 1--~-------------11----l--.r;;:;;:;;:;;:;:~-------1 T. 42 5 .458.6200 F.425.458.6363 j2 APPROVED 1-.D~A°""rr~--'-"'-''-'--'=-:...->'-"...:=..'--II ,=,,rame ""'~m GREEN RIVER TRAIL TO NACHES AVE SW 5 ...__..._ ___________ ___....__....1 __ ,1_. ________ ... ._ ...... A ... PR .. IL...;;;.20_1 ... 5 ___ __. ______________ ..._ ________________ ___. ..._----------------' --------------------__. ____ __. :::! Cl. "' N "' 5 N 8 ·"E Q_ <( :,; 0 " ·~ LL LINE L9 L10 L 11 CURVE C15 C16 LENGTH 46.16 101.12 182.92 RADIUS 590.00 500.00 DIRECTION 574• 41' 27.73"E N88" 39' 48.15"E N87" 52' 53.62"E START POINT \ \ \ C-LINE CONTROL (LINES) STA 201 + 74.53 (N 176376.65, E1290729.42) STA 203+65.96 (N176346.86, E1290917.62) STA 204+67.08 (N 176349 .22, E1291018.72) C-LINE CONTROL (CURVES) LENGTH TANGENT ST ART POINT (PC) END POINT STA 202+20.70 (N176364.47, E1290773.95) STA 204+67.08 (N176349.22, E1291018.72) STA 206+50.00 (N 176355.98, E1291201.52) END POINT (PT) 74.53 37.32 STA 201 +00.00 (N176400.82, E1290658.97) STA 201 + 74.53 (N176376.65, E1290729.42) 145.26 73.15 STA 202+20.70 (N176364.47, E1290773.95) STA 203+65.96 (N176346.86, E1290917.62) ~ ...... -........... ----------------------------r--;;;;;;;;;;r-, < ~ REVISIONS DATE BY DESIGNED u. t-==--t---------------t----t---1-~J,:_'D~V~O~R~AK~------I ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY 11---+--------------+----+----il---'-M;.c.. _;_M~IL;;;;;;LE;:,;.R _____ __. FILE NAME 0 CHECKED BL1521084PAT2T2C-G05 07 Y Ho JOB No. "' . 554-1521-084 A 2C o>-::, 1---1---------------1----l-----1-;A;;-;:PP;;;-RO;:;;-VE;:;D:;---------t 1-....,..,:;::.::::...:.--=='--==--'-'"c:J.-"""-'--I I ' Pl STA 204+67.08 ...... -- ' . /// C-LIN=E:.___e_ 2os+oo -+I 'L--L 1; 206+50 L11 ___ + ---~ - PLAN ~ -----N SCALE IN FEET ~ 0 50 100 Rar:ametrix 41 1 108 TH AV EN UE NE, SUITE 1800 B EU.EVUE, WASHINGTON 98004 T. 425 45fl.620 0 F. 425 .458 .6363 w1w1.pa1"csrnetrix .com ENGINEERING . PLANNING. ENVIRONMENTAL SCIENCES MONSTER ROAD -- PROJECT NAME EP STA 206+50.00 LAKE TO SOUND TRAIL SEGMENT A -- GREEN RIVER TRAIL TO NACHES AVE SW RECEiVED .!'\PR 1 7 2D15 CliY 01' ii;:MiON ·<tr• ... 'O"l PL'\t:NWi~m~· ... :1 • 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION C-LINE CONSTRUCTION BASELINE CONTROL DRA~NG NO. 7 OF 47 G7 < DAT~PRIL 2015 ..., ..... _ ..... _____________ ....., __ ....., ___________ ................................... --------------------...A----------------..... --...._ ________________ .......... _____________________ ...... ____ ..... ::. a. N n "' 0 N ri 0 ~ < 0 LINE L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 CURVE C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 LENGTH 83.33 9.60 13.70 318.31 105.83 221.54 53.70 355.04 170.64 395.48 RADIUS 1000.00 100.00 30.00 60 .00 350.00 500.00 2000.00 2750.00 600.00 2500.00 199.94 300.00 300.00 300.00 PC STA 111 +89.92 PT STA 108+71.62 PC STA 100+77.52 DIRECTION FOR C-LINE CONST. BASELINE CONTROL, SEE SHEET G7 B-LINE CONTROL (LINES) START POINT I / END POINT N84. 40' 05.51 "E STA 99+94.19 {N 176512.40, E1290524. 13) STA 100+ 77.52 {N 176520.14, E1290607. 10) N76. 28' 11.12"E STA 102+20.61 {N176543.57, E1290748.13) STA 102+30.21 {N176545.82, E1290757.47) N76. 28' 11.12"E STA 103+14.29 {N176565 .00, El 290837.19) STA 103+27.99 {N176568.21, E1290850.51) N49. 00' 59.43"E STA 108+71.62 {N176944.60, E1291219 .15) STA 111+89.92 (N177153.36, E1291459.44) N54. 21' 44.67"E STA 113+ 76.53 {N177269.00, E1291605.81) STA 114+82.36 (N 177330.66, E1291691.82) N7o· 40' 18.77"E STA 122+65.15 (N177690.69, E1292383.94) STA 124+86.69 (N177764.02, El 292592.99) N79" 21' 54.12"E STA 125+77.73 {N177787.53, E1292680.84) STA 126+31.43 (N177797.44, El 292733.62) N85" 17' 27 .57"E STA 128+90.00 (N177831.94, E1292989. 76) STA 132+45.03 (N177861.09, E1293343.60) S65" 07' 53.66"E STA 133+48.25 (N 177843.23, El 293444. 1 0) STA 135+18.88 (N177771.47, E1293598 .91) S14" 22' 42.42"E STA 139+21.89 (N177500.47, E1293879.04) STA 143+17.37 {N177117.38, E1293977.25) B-LINE CONTROL (CURVES) LENGTH TANGENT START POINT (PC) END POINT (PT) 143.09 71.67 STA 100+77.52 {N176520.14, E1290607.10) STA 102+20.61 (Nl 76543.57, E1290748.13) 35.26 17.82 STA 102+30.21 (N176545.82, E1290757.47) STA 102+65.48 (N176559 .88, E1290789.61) 23.32 12.29 STA 102+65.48 (N176559.88, E1290789.61) STA 102+88.80 (N176564.40, El 290811.90) 25.49 . 12.94 STA 102+88.80 (N176564.40, E1290811.90) STA 103+14.29 (N176565.00, E1290837.19) 322.50 173.72 STA 103+27.99 {N176568.21, E1290850.51) STA 106+50.48 (N176767.94, E1291089.16) 221.13 112.40 STA 106+50.48 {N176767.94, E1291089.16) STA 108+71.62 (N176944.60, E1291219 .15) 186.61 93.37 STA 111+89.92 (N177153.36, E1291459.44) STA 113+76.53 (N177269.00, E1291605.81) 782.80 394.06 STA 114+82.36 (N 177330.66, El 291691.82) STA 122+65.15 (N177690.69, E1292383.94) 91 .03 45.60 STA 124+86.69 (N 177764.02, E1292592.99) STA 125+77.73 (N177787.53, E1292680.84) 258.57 129.40 STA 126+31.43 (N177797.44, El 292733.62) STA 128+90.00 (N177831.94, E1292989.76) 103.21 52.78 STA 132+45.03 (N177861.09, El 293343.60) STA 133+48.25 (N 177843.23, El 293444.10) 73.57 36.97 STA 135+18.88 (N177771.47, E1293598.91) STA 135+92.45 (N177732.70, E1293661.22) 68.63 34.47 STA 135+92.45 (N 177732.70, E1293661.22) STA 136+61.09 (N177696.04, E1293719.06) 260.80 139.29 STA 136+61.09 {N 177696.04, E1293719.06) STA 139+21.89 (N177500.47, E1293879.04) DA TE BY DESIGNED J, DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY t---1---------------ir---1-----1 M. MILLER FI LE NAME ~ 1-C-HE-CK_ED________ BL1521084PAT2T2C-G05 07 Y Ho JOB No. ~ 1--l---------------lf-----l---t-:;;:;;;;;;::;' ~-------i 1-:-,..,,;5;.:54..:...-...:.1=52""'"1--0=8:..:.4-"'-"A c..:2=C'--I I 0 Parametrix 4 11 108TH AVENU E N.E., SUI T E 1800 BELLEVUE, WASHJNGTON 98004 T. 4254586200 F. 425.458.6363 200 PROJECT NAME LAKE TO SOUND TRAIL ENGINEERING . PLANNING. ENVIRONMENTAL SCIENCES SEGMENT A wwwparam,IM,.~m GREEN RIVER TRAIL TO NACHES AVE SW PT STA 125+77.73 PC STA 126+31.43 C27 PRC STA 135+92.45 PRC STA 136+61.09 PLAN ~ -----N SCALE IN FEET o_... 1 oo END PROJECT 200 I RECEIVED APR I 7 2D':5 cnv o:: i;·~nron PLANN!!iC D:'i,$'•~N 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION B-LINE CONSTRUCTION BASELINE CONTROL DRA'MNG NO, 8 OF 47 GB ~ APPROVED DAlj_PRIL 2015 ...J ..._ ________________________________ ------------------------------------------------._ _______________ __. ---------------------.. ____ _ HELD CURRENT FIELD LOCATED CENTERLINE OF EAST6RLY BNSF RAILS "[l_;c t-"!'""'mi--------------~I"""'--..,....-.....,.----------r---;;;;;;;;;;;;;;--. ~ REVIS IONS DATE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. FORT DENT PARK ___ PL_A_N __ 1 ~- SCALE IN FEET \D' 0 20 40 PLAN ~ --A; SCALE IN FEET fr --0 20 40 . KC PARCEL NO. 2323049001 . • • ". CllY OF TUKWILA ~~=-~. PROJEC T NAME \ DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER . r;\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT \::!..I DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. 0 REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK, © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. 0 REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. (;";;\ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED ~ GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET ~ FOR INSTALLATION OF ROOT BARRIER. \E!] @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: /7\ INSTALL STORM DRAIN INLET PROTECTION IN \,;J ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @NOT USED. D,. INSTALL SILT FENCE IN ACCORDANCE \::../ WITH WSDOT STD. PLAN 1-30.15-01. r:\ INSTALL HIGH VISIBILITY SILT FENCE IN \:../ ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. /7\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \::../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK . GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BElWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: I I I I I SAWCUT ( TDA/f) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TDA BOUNDARY · ·"_·. , j CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL --1,(:--HIGH VISIBILITY SILT FENCE -a-a-SILT FENCE 8 INLET PROTECTION RECEIVED APR 1 7 20 15 Cir\' 0" RFNTON f"LA(\lM:JG DIV JSION 60o/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAWN IF NOT, SCALE ACCORDINGLY ~ ll-----1------------~-__j_--ll---=M·_.:.:M=IL=LE::..:...R ____ _. FILE NAME CLEARING, GRADING AND """" ENGINEERING . PLANNING . ENVIRONMENTAi.!. SCIENCES o CHECKED BL1521084PAT2T2DM-1 LAKE TO SOUND TRAIL SEGMENT A . Rarametrix DRAWING NO. 9 OF 47 .. y HO JOB No. 41110arH A VE~JUE N.E.,su1TE1soo TESC PLAN f-• 554-1521-084 A 2C BELL E VU E. WAS HINGTON 98004 TESC 1 5>-1---l-----------------l---L-J-:-A=PP=Ro=-v=ED-:--------1 1-~=-=-'--"=-'--="-'--"'--"-='--II r 42c0.4ss.a2 00 F. 42s 45a 6363 S ..... _ ..... _____________ ...... ___ ..... _.....1, _________ ............ DA_TJ.._P_R_IL ... 20;.;1.;;;,5 ____ ...... _______________ ...1_'"·-"''-'"-"'-""-"·"-'"'-----------------.J ... ___ G_R-EE_N_R_1v_E_R_r_R_A_IL_T_o_NA_c_H_E_s_A_v_E_s_w __ ....... ---------------------------..11 ""------.....1 ·.:: a. <( KC PARCEL NO, 7229500320 ANMARCO PLAN ~ --S-C-AL_E_I_N_F-EET ___ .I N ..... --0 20 40 ;1=' ...... -.--------------------...... ---------r-"'"'i;;;;;;;;;;--..., if: 6_ RE\1SIONS DATE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY ~ 11----1---------------t------+---lf---M_. _M_ILL_E_R ______ 1 FILE NAME Raram~tri>e o CHECKED ._'=,,=B~L 1~52~1~08~4~PA~Te=2~T2~D!!!-M-__,1----I ,.. Y. HO ..---08 No. 411 10srH /..VENUE N.1~ ... SUITE moo r-BELLEVUE, W1\SH!NGfON 98004 ::, 1---1-----------------l----l---~~:::;;--------. 1--:~5""54,:_-_!;15~2:.!-1-__,0'-"B.::,:_4 j.!A=2-"'C '--1 T. 425.458.6200 F 425 4 586363 PROJECT NAME LAKE TO SOUND TRAIL ENGINEERING. PLANNING. ENVJRONMENTAL SCIENCES SEGMENT A DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER. 17\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT \::J DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTTER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUN1Y PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. G) REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. ~ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED \:..:/GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET f'.D FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP -RESISTANT, ADA-COMPLIANT COVER. @ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: r:\ INSTALL STORM DRAIN INLET PROTECTION IN \Y ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @NOT USED. r;\ INSTALL SILT FENCE IN ACCORDANCE \.::'../ WITH WSDOT STD. PLAN 1-30.15-01. © INSTALL HIGH VISIBILl1Y SILT FENCE IN ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. r,;\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \.::'../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK. GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16( 4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: 1 1 1 1 1 SAWCUT ( TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TDA BOUNDARY CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL --i',l HIGH VISIBILITY SILT FENCE -o-o-SILT FENCE • INLET PROTECTION RECEIVED APR l. 7 >t r, CITY 0;' Pl.Ar'"""',-, ·- 60o/o REVIEW SUBMIT T.A["ivr's);; NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRAWING NO, 10 OF 47 TESC2 JC APPROVED DATE w•,a,pernmete<,.com GREEN RIVER TRAIL TO NACHES AVE SW :5 r.....-----------------_...--....1.--b.....-....... ------...11 ._....;.A;,;..P;.;;Rl.;;;.L.;2.;;.01;,;;;5 ____ ..__.....,. ____________ ,L. __ .....,. ______________ :...J 1..----------------...J 1m----------------------' ....., ___ ..... .. - ·.: a. < GENERAL NOTES: 1. 2. 3. 4. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16( 4) OF THE STANDARD SPECIFICATIONS. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. ; ,,,, ,sCS M'-%1 {,', l; ti' t,j::S ·:,t . :: . ::·::, A ..... _.,,/ / / / i'= ....,"!"'"'..,_ ..... ------------..,...--...,..-.....,r-"' ........... ------...., r---.;;;;;;;;;;;;;;;r--.., i{: ~ RE~SIONS DATE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY "' l----l-----------------+----1----1 M. MILLER FILE NAME ~ t--CH_E_CK_E_D---------1 l--s=s=Bfi'L~15=2~1=08~4~P~A~T=2T~2~D~M_-~1--i Y Ho JOB No. S L--L----------------l-----1---t;:';;;;;;:·~;:--------"1 1-..,,.,,,;;5"'5-'-4-__,_,15<!2,_,_1_-_,,_08=.4_,___.'-'A'--'2::C=----1 SCALE IN FEET I 0 20 Rarametrix 4i1108TH .AVf.NUE N.E, SUITE 1800 BEL LEVUE, WASHINGTON 98004 7 425.458 620 0 F . 425 458 6363 WWIV parametrix.com 40 ENGINEERING, PLANNING • ENVIRONMENTAL SCIENCES LEGEND: I I I I I C TDA#) • ' ,< --)',(-- PROJECT NAME SAWCUT DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TOA BOUNDARY CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL HIGH VISIBILITY SILT FENCE SILT FENCE INLET PROTECTION . ~. ·--,~-,.,.~-M _,_,_.,_., ~-\ ·'',._ .. ~ "'"'~"~~-s ~• ---=~;:;;;,;~=---- DEMOLITION NOTES: 8 MAINTAIN EXISTING METAL GATE. SEE SP ECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER. r:.\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT \:.J DEPRESSION WITH LOOP SEALANT. © ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTTER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. ~ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED \:..::,,/ GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET ~ FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: 17\. INSTALL STORM DRAIN INLET PROTECTION IN \.;J ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @NOT USED. r;\ INSTALL SILT FENCE IN ACCORDANCE \.::'./ WITH WSDOT STD. PLAN 1-30.15-01. ©INSTALL HIGH VISIBILITY SILT FENCE IN ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. /7\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \.::'./ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK . ---- 205+00 ---~- G)sTA 205+96, 7.9'RT AND LT · RECEIVED APR 17 2015 CIT'1 Of RENTON PLM,.iN:NG O!V!$'.r)N 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION LAKE TO SOUND TRAIL SEGMENT A CLEARING, GRADING AND TESC PLAN DRAWING NO. 11 OF 47 TESC3 GREEN RIVER TRAIL TO NACHES AVE SW ~ APPROVED DA'PRIL 2015 :S ...__...,,, _______________ ...., ___ ...., __ ...., __________ ,.. L_.;.;;.,;,;;;;;.,,;,;;;.;.;;; ______________________ ..,....,. _______ ~------------.....0 ___________ ....,....,..,....,.. ..... ____ ... ._ .............................. ------------------_____ ...... / ~ '1 .c .!e :c " a.. 5 a. E 5 X ::, a.. / 0 i': ...... '!"""' ..... -------------..... --... ------------r--;;;;;;;;;;;;;r-, ;;" D,_ RE\/1S IONS DATE BY DESIGN ED J. DVORAK ONE INCH AT FULL SCALE. PLAN ~ --I.A] SCALE IN FEET ~y -· 0 20 40 PRO JECT NAM E DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPE CIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER. r;\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT \::...; DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS . 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. 0 REMOVE METAL GATE . SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. /".::;\ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED v.:,J GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXIST ING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET ~ FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. @ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXIST ING STRUCTURE IN PLACE . TESC CONTROL NOTES: .r;\ INSTALL STORM DRAIN INLET PROTECTION IN \..;_/ ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @NOT USED. ;-:;\. INSTALL SILT FENCE IN ACCORDANCE \::../ WITH WSDOT STD . PLAN 1-30.15-01 . © INSTALL HIGH VISIBILITY SILT FENCE IN ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. /"";\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \::../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK. GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C 1-C 15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +DO AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07 .16( 4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BR IDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: ' ' ' ' ' SAWCUT ( TDAH) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ~ --~ TDA BOUNDARY ~;------1 · · , · CEMENT CONC . SIDEWALK REMOVAL EF1EE%8 ASPHALT CONC. PAVEMENT REMOVAL -----,)!(--HIGH VISIBILITY SILT FENCE -a-a-SILT FENCE • INLET PROTECTION RECEIVED APR 1 7 2015 CITY Of !l'i~TOIII PLAL!\.L;G rwn!::,.d..! 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION ::!= 1---+--------------+----+------l~D-RA-~--_M_IL_LE_R _____ ---11 IFFILENONTA,MSECALE ACCORDINGLY CLEARING' GRADING AND ....i:: 1 ENGINEERING. PLANNING . ENVIRONMENTAL SCIENCES o CHECKED l-°"""'8',!;L"-'15<!a2"-'1 0::,:8c,c4P,_,A"--'T_,,,_2 T.,_.2,,,,D,,,_M-_1'--1 l'arametrix LAKE TO SOUND TRAIL SEGMENT A DRAl'.1NG NO . 12 OF 47 "-' Y. HO JOB5N5o4.-1521-084 A 2C ~~~i ~~~~'0~~~~~iai~:~;soo TESC PLAN TESC4 ::, l-----1---------------1-----1---J-:';;;;;;:;;;;:;:;----------11-~~----'--"""'-----"-"--'---"=..,,~-1 T.425 4586200 F.4 25 .458 .6363 O,_ APPR0\/1ED :5 -----------------..._ __ ....,_ ..... _________ _. ._0_A_, ... P.R .. IL .. 2_0_15;..... ___________________ .1...·,=-'P-''"-'""-~'-·"m---------------....l .._ __ G_R_E_E_N_R-IV_E_R_T_R_A_I L_T_O-NA_C_H_E_s_A_v_E_s_w __ _. '----------------------.J ._ ____ ....,1 ::, 0.. .. - ;.: ID 0 ~ u. --····------------------------ I i ...., _______________ "I""" __ ..,.._.....,__________ r---;;;;;;;;;;;;;;;;;r-, i{: ~ RE~SIONS DAlE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY "' 1----t-----------------i-----r-----1 M. MILLER FILE NAME ~ 1-C-HE_CK_E_D----------1 ... ---=='B~L~15=2~10~8~4~PA~T~2_T2_D_M_-~1 ......,, Y Ho JOB No . .., · 554-1521-084 A 2C PLAN ® --',,,; SCALE IN FEET ~I' 0 20 40 0 20 40 Parametrtx 411108TH AVENUE N.E., SUITE 1800 BELLEVUE, WASHINGTON 980D4 T. 425.458 .6 200 F. 425.458.6363 iWtw.param etrix.com ENGINEERING. PLANNING. ENVIRONMENTA i, SCIENCES PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW I DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER. r.;\ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT \::..J DEPRESSION WITH LOOP SEALANT. 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNlY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. 0 REMOVE AND DISPOSE OF ECOLOGY BLOCKS. 0 REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. (;;:;\ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED \'..:/GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET ~ FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. ® ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: I I I I I SAWCUT (TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TDA BOUNDARY CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL --.Yl--HIGH VISIBILITY SILT FENCE -o-o-SILT FENCE • INLET PROTECTION RECEIVED APR 1 7 2015 C!~1{ t<t;.~ nrr,rrr;·· 1\J ,1 '*' .. . ···-· ., ,, ~ ' ~· 60°/o REVIEW SUBMITTAL «.r, .. ::! NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRAW1NG NO. 13 OF 47 TESC5 ~ 1---1---------------1----l---1--;A-;:;;PP:;;:;R::;;-OV;;::;ED~--------. 11-~DA=T~e,-'P~R-IL-2- 0 -15--~~--11 :s ________________________________ -....;.;;.;,;;,;;;.,;;;;;....,. ____ .._ ______________ ....II ________________ ....., ____________________________________________ .. ____ ...... . ;.: ID ~ g Q_ / ~ ... '1 .c .<£ :0 " ! Q_ ! X =-? 0 ' I \ KC PARC EL NO. 1323049020 BNSF KC PARCEL NO. 3779200117 CHY OF RENTON I I I KC PARCEL NO. 1323049020 BNSF ~ 1-D,.-..... R-EVI_S_IO_N_S ____________ ... D_A_1E __ "1'B_Y_""'"I_D_ES-IG_N_ED ________ r-,;;;;r-. J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY '° 1----1----------------+----t----, M. MILLER FILE NAME ~ I-C-H-EC_K_ED ________ -1 1-~=-cBLi"'1=5=-21~0=8~4P~A~T=2~T2=D~M'--~1---1 Y Ho JOB No. S 1--4----------------1-----l---t~:;-;;;:;:· ~-------, 1-~;;c55=c..4c...-~1=52=-1'--~0=8~4~A~2=-C~--1 0 20 .. ~.-~·-tt'' // JJJV , .. ./" ___ P_LA_N_· __ aN SCALE IN FEET ·w 0 20 40 Rarametrix 4 11 108TH AVE NUE NE SUITE 1800 BEL LEV UE, WA SHINGTON 98004 T 42 5 458.62DO F 425.458.6363 1w1w .parnmetrlx .com ENGINEERJNG. PLAN NING. ENVIRONMENTAL ~CIENCES PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NAC HES AVE SW I DEMOLITION NOTES: /7\ INSTALL STORM DRAIN INLET PROTECTION IN \.;_/ ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @NOT USED. r;\ INSTALL SILT FENCE IN ACCORDANCE \::!.../ WITH WSDOT STD . PLAN 1-30.15-01. /7\ INSTALL HIGH VISIBILITY SILT FENCE IN \.:J ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. /7\. INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \::!.../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK. GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16( 4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB . LEGEND: J J I I I (TDA#) ' • i •. , ' 4 -i -----_______ ] --1,(-- -o -o - • SAWCUT DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TOA BOUNDARY CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL HIGH VISIBILITY SILT FENCE SILT FENCE INLET PROTECTION RECEIV!ED APR 1 7 20 15 ?L~ .:"'i .. ; kT•j(.;':J·:)U 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRAWING NO. 14 OF 47 TESC6 !;" APPROVIED DAj_PRIL ZOl S :s ..... _ ...... ______________ ...... ___ ..... _____________ .. __________________________ ...... _______ ..... _____________ .. ___________________________________________ ..... _____ ... ' 8 < 0 C .!!!, 0 ~ " ;.: OJ 0 § _J 0.. KC PARCEL NO. 132J049020 BNSF I I KC PARCEL NO. 3779200117 CllY OF RENTON WETLAND 1 / 2 COMPLEX . ------ ~o.. ~....,..----------"'1"""'------------r--;;:=;:=;--, ~ RE"1SIONS DATE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY r--1----1----------------+----+-----I M. MILLER FILE NAME 40 Pa ria met r'i:x: . ~ 1-C-HE-C-KE-D---------1 8L1521084PAT2T2DM-1 .. · Y. HO 1-J=o='s :;,;,No=. ='-'=-'-'--'-'-'.:..:.::=-'--1 411 10am AVE NUE N.E, su1rE moo ,-BELLEVUE. WASHINGTON 98004 PROJECT NAME ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES ::, 1---1---------------1---~~--r.-;:;;:;;:;;;;:::;::---------1 554-1521-084 A 2C T.425.458.6200 F 425.458.6363 \? APPROVED I-D=A""'lE=-'-'-='-'--"-"-'--"-"'-'=-=-"--11 G INGRESS, EGRESS AND UTILl1Y EASEMENT LAKE TO SOUND TRAIL SEGMENT A I. 0 INSTALL STORM DRAIN INLET PROTECTION IN ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @NOT USED. r;\ INSTALL SILT FENCE IN ACCORDANCE \::../ WITH WSDOT STD. PLAN 1-30.15-01. © INSTALL HIGH VISIBILl1Y SILT FENCE IN ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. r;\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \::../ WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK. · GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07 .16( 4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: I I I I I SAWCUT (TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TOA BOUNDARY ' '. CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL --)!('--HIGH VISIBILl1Y SILT FENCE -o-o-SILT FENCE • INLET PROTECTION ': PMTON 60o/o REVIEW SUBMITTAL~,,:'F 2'0 N NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRAWING NO. 15 OF 47 . TESC7 ,->Mwpacameh l>eom REEN RIVER TRAIL TO NACHES AVE SW "'j a....-..i....-------------..... --...i...-.....1-..... --------.I i...,...;A,;;.P,;,;R;,;;;IL..;2;,;0,;,;15;;.... ___ ...... _______________ J...._..-___ ...,.. ____________ .... 1..-----------------..I 1..---------------------......II ..__ ..... ....,._...i ;:. [I] 0 ~ 0 _J a.. ' ' '\ '°' 1----------------------------------. ----------;{ 6 RE"1SIONS DATE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY ro 1----1---------------i-----i------; M. MILLER FILE NAME l r-C-H-EC-KE-D---------1 a--,.,,,,,;B::,,L;c.!.15:.:2=.,1=08=-4,.,_P-'-'A"'T2:.oT=2=DM-"----'1'--I Y Ho JOB No. ,:.: • 554-1521-084 A 2C PLAN ~ --~ SCALE IN FEET -· 0 20 40 Rarametrix ' 411 10 8TH AVENUE NE. SUITE 1800 BELLEVU E, WASHINGTON 93004 T. 4254 58.6200 F 425458.6363 VlWV.' pararn etri~.com ENGINEERING . PLANNING ENVIRONMENTAL SCIENCES I I I PROJECT NAME WETLAND 1 / 2 COMPLEX KC PARCEL NO. 1323049089 CIT\' OF RENfON . LAKE TO SOUND TRAIL SEGMENT A WETLAND 1 / 2 . COMPLEX GREEN RIVER TRAIL TO NACHES AVE SW DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SPECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER. ('";\_ REMOVE RAISED PAVEMENT MARKER. FILL PAVEMENT \.::.,/ DEPRESSION WITH LOOP SEALANT. , 0 ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. ... SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTIER AND SIDEWALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNTY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. 0 REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. Q EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED \:::J GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET LU FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. @ ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLACE. TESC CONTROL NOTES: /7\ INSTALL STORM DRAIN INLET PROTECTION IN \.Y ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @NOT USED. /7\ INSTALL SILT FENCE IN ACCORDANCE \::../ WITH WSDOT STD. PLAN 1-30.15-01. © INSTALL HIGH VISIBILITY SILT FENCE IN ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. /7\ INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \::..I WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK. GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION. 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +oo AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16(4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: t t ' t ' SAWCUT ( TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ~ --~ TDA BOUNDARY --'N-- CEMENT CONC. SIDEWALK REMOVAL ASPHALT CONC. PAVEMENT REMOVAL HIGH VISIBILITY SILT FENCE -o-o-SILT FENCE • INLET PROTECTION , nn ·1 7 oo,c f-'.i /'( 1;. lU !J ,,. '!(.)fJ 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DRAWING NO, 16 OF 47 TESC8 f 1---1---------------1----J---!-;;A-;,PP;;;R:;;;OVE~D --------i 11-:-DA=).~P-R-IL- 2 0-l-S---~--,, '.:5 ..... _ ...... ____________________ ...... __________ .............................. ________________________________________ ...... -------------------------------------------------- .. ~ -~ < ;.: (I] ~ g 0. ·---- ·-·- ..... ·; . . . . i· . . . . . . ·\ .. ' 1 OD-YEAR FLOODPLAIN (1995 FIRM)--~~ ' . .. \. POSSIBLE GROUND IMPROVEMENT LIMITS, TO BE DETERMINED "' 1--...... ------------....,..--"""'T'--~~~------..., r--;;;;;;~--, ~ 6_ RE~SIONS DATE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY °' 1--+----------------i----t-----, M. MILLER FILE NAME ~ rC::'."'.H-=:ECc-::KE:::-D---------i 1-,;,as'B7i-L:'-!'15=21.:..::0=84-"--P-'-'A"'""T2'""T2=D=M--1'---I Y Ho JOB No. "-' • 554-1521-084 A 2C => L-L-------------+---+--~;:;;;;:;;:;;:;;--------. 1-"""'"";o:..:...---'-='=--~-"--'<-=C'--I --·-----· -----····--------··· BLACK RIVER 0 10 ' l?arametrix 4 11 108TH AV~N UE N.E , SUITE 1800 BE LL EVUE_ WAS HINGTON 98004 f. 425 .4 58.6 200 F 425.458 .6363 wv1 w .p aramett1 :,: com -·-·--·-.. .... .. .. ,. -..... . . 20 PROJEC T NAME LAKE TO SOUND TRAIL ENG INEERING. PLANNING. ENVIRONMENTAL SCIENCES SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW DEMOLITION NOTES: 0 MAINTAIN EXISTING METAL GATE. SEE SP ECIAL PROVISIONS FOR ACCESS INFORMATION. 0 REMOVE PLASTIC TRAFFIC MARKER. 0 REMOVE RAISED PAVEMENT MARKER . FILL PAVEMENT DEPRESSION WITH LOOP SEALANT. © ADJUST CATCH BASIN OR MANHOLE TO FINISHED GRADE. SEE C-SHEETS FOR ELEVATIONS. © REMOVE CEMENT CONC. CURB AND GUTTER AND SID~WALK. © INSTALL CONSTRUCTION SIGN CLASS A. SEE KING COUNlY PARKS SIGN DETAIL IN THE APPENDIX OF THE SPECIAL PROVISIONS. 0 REMOVE BEAM GUARDRAIL. © REMOVE AND DISPOSE OF ECOLOGY BLOCKS. © REMOVE METAL GATE. SALVAGE TO LOCATION PER THE ENGINEER'S DISCRETION. @REMOVE AND DISPOSE OF CHAIN LINK FENCE AND GATE. @RELOCATE ECOLOGY BLOCKS. @ EXISTING STRUCTURE TO BE ADJUSTED TO FINISHED GRADE BY OTHERS. @REMOVE DRAINAGE STRUCTURE. @REMOVE EXISTING TREE. SEE GENERAL NOTE 2. @PROTECT EXISTING TREE. REFER TO THE SPECIAL PROVISIONS AND SEE DET ~ FOR INSTALLATION OF ROOT BARRIER. ~ @ADJUST EXISTING WATER VALVE MANHOLE TO FINISHED GRADE. REPLACE EXISTING COVER WITH SLIP-RESISTANT, ADA-COMPLIANT COVER. @ADJUST WATER METER BOX TO FINISHED GRADE. @PROTECT EXISTING STRUCTURE IN PLAC E. TESC CONTROL NOTES: /"-;\. INSTALL STORM DRAIN INLET PROTECTION IN \..Y ACCORDANCE WITH WSDOT STD. PLAN 1-40.20-00. @Nor USED. r;\ INSTALL SILT FENCE IN ACCORDANCE \.::I WITH WSDOT STD. PLAN 1-30.15-01. /7\. INSTALL HIGH VISIBILllY SILT FENCE IN \:I ACCORDANCE WITH WSDOT STD. PLAN 1.30.17-00. /7\. INSTALL TEMPORARY BYPASS TO DIVERT WATER AROUND \.::I WORK ZONE. PROTECT DISCHARGE AREA FROM EROSION WITH PLASTIC SHEETING. © SANDBAG DAM. DEWATER CONSTRUCTION AREA DURING CULVERT WORK. GENERAL NOTES: 1. SEE PLAN AND PROFILE SHEETS C1-C15 FOR SIGN REMOVAL AND RELOCATION . 2. CUT OR GRIND STUMP NO MORE THAN 18" BELOW FINISHED GRADE. EQUIPMENT THAT DISTURBS SOILS BELOW THIS LIMIT WILL NOT BE ALLOWED. 3. THE TRAIL SEGMENT LOCATED BETWEEN STA 1 +00 AND 6+50 IS LOCATED ON AN ARCHAEOLOGICAL SITE. THE CONTRACTOR IS ALERTED TO SECTION 1-07.16( 4) OF THE STANDARD SPECIFICATIONS. 4. A PORTION OF ASPHALT REMOVAL MAY BE UNDERLAIN BY A CONCRETE BRIDGE APPROACH SLAB, WHERE NOTED ON THE PLAN. ASPHALT REMOVAL SHALL NOT DAMAGE THE SLAB. LEGEND: t t t t t SAWCUT ( TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TDA BOUNDARY I · ·· · , · CEMENT CONC. SIDEWALK REMOVAL 1 -----_,, ____ - ASPHALT CONC. PAVEMENT REMOVAL --}',( HIGH VISIBILllY SILT FENCE -o-o-SILT FENCE RECEIVED 8 INLET PROTECTION APR l 7 201:i c· ·J <''' r::1-iroN 60o/o REVIEW SUBMl"FJAL :;Y, .,.,,; NOT FOR CONSTRUCTION CLEARING, GRADING AND TESC PLAN DR AWING NO. 17 OF 47 TESC9 !;" APPROVED DA 1,..PRIL 2015 :5 ..... _..._ ____________ _.. __ ...... ____________ a......;,,,;;,,;,;.....,;;..;.;...., __________________ ...... __________________ ._ _________________ .. _____________________ ----- ::, a. 0 .ii <I) /.J "' 0 N ri 0 1: C. < ,.; 0 ~ LL ~ < 0 C .!!, t' 0 > " ;;.: (D 0 le! f- 0 ..J a. / "' "' ? 0 0 0 N >-"' O< "' 0 >-/ < " "' 0 .c ~ 0 0 <( ~ "' ~ (/) "' "' / f- (/) N ..J ... a:, 0 I cs "' ' + "' <I) / 0 0 "' ,£ " I cs "' / "' ~ C .!! 9- "' -" .!!, 0 ~ a. / 0 (/) ~ :'5 :c >-< a.. in 0 "" :::, " 0 >-< ..J 2' SHLDR 6' PAVED TRAIL i 16' 6' 2' PAVED TRAIL SHLDR PROFILE 3:1, TYP 3: 1. TYP 2% MAX GRADE 3: 1, lYP SEE NOTE 1 ,::, .. :.::. ,,i, ,t ·•"''.''"'"'"-·•7·"'. _ /,,. __ _"•!''''. ..... '. :.; .. '..~ .. ,.;-•·,-··., SEE NOTE 2 FOR.::; .. · \~<>,.,:•>• ;• ::,,: ., ' '1•·:.:: '" "~-•. ,,;;::,: ~ I GROUND A-LINE STA 1+00 TO 10+36 SECTION A NOTES: j A-LINE STA 11+25 TO 15+38 j 1. 0.5% FROM A-LINE STA 4+34 LT TO STA 4+82 LT. I A-LINESTA15+96T016+28 I 2. 2:1 FROM A-LINE STA 11+50 RT TO B-LINE STA 104+60 TO 106+15 STA 13+00 RT. I B-LINE STA 125+45 TO 126+75 I 3. B-LINE TRANSITIONS FROM SECTION c AT STA 104+00 TO SECTION A AT STA 104+60. I TYPICAL SECTION :::='A I 4. B-LINE TRANSITIONS FROM SECTION A AT STA ~ 106+15 TO SECTION C AT STA 106+75. NO SCALE 5. B-LINE TRANSITIONS FROM SECTION C AT STA I I 124+85 TO SECTION A AT STA 125+45. 6. B-LINE TRANSITIONS FROM SECTION A AT STA j j 126+75 TO SECTION C STA 127+35. 11 • ill& I ,q 2' SHLDR 16' 6' 6' 2' PAVED TRAIL PAVED TRAIL SHLDR PROFILE 2% MAX GRADE A-LINE STA 10+36 TO 11+25 TYPICAL SECTION (a"') NO SCALE VARIES 8.5' VARIES O" -6" 2% MAX. 5' [EXISTING GROUND ----- / ~ / I ":j':'-' 2% 2" MIN. 6 DEPTH VARIES /3:1, lYP I I I I I I I I I I I I I I I I I { EXISTING GROUND ?e~i'i~y-• -_I -~EXISTING GROUND 23 TYP 41" TYP EXISTING i GROUND RESTORED 44" WITH NATIVE -1'0c~i-----...-.-- SOILS ',,•' .... , ~ REVISIONS -.. _, "-,.;J>>>::,r:,·,77-;--,f>;(,:'.(v,E:{/' TRAIL SECTION WITH FENCE ~ I I I WALL #1 r EXISTING GROUND RESTORED WITH !:-' ,. NATIVE SOILS v(-:_:{,,. 41" TYP ..±4f3"JE··'~-·,~--.. ~·--·~·· ·~··!f-6" 2 TRAIL SECTION WITH WALL AND FENCE I I ct I I I ROADWAY I C-LINE STA 201+19 TO 201+43 _ TYPICAL SEC!ION (iD NO SCALE 1.5' 8' -·i--:-::'---1--------=-------i ,.VARIES TOP OF~ I ___ ,,, _______ _ ( EXISTING GROUND RESTORED WITH --'4-"-6 ,_, --f-olo>----o-t0.;~ _ NATIVE SOILS r-..,,.-.. ,,.,.._ •. ,.,..,, ,, ,CC' .. ,.r.1 ... TRAIL SECTION WITH WALL AND BLOCK PEDESTRIAN BARRIER DESIGNED J. DVORAK DATE BY ONE INCH AT FULL SCALE. IF NOT. SCALE ACCORDINGLY C-LINE STA 201 +43 TO 203+58 TYPICAL SECTION (f) NO SCALE 't. 16' . 2' 6' 6' 2' SHLDR PAVED TRAIL PAVED TRAIL SHLDR PROFILE , GRADE I .'••; ~ '·· 1' "* < '! .. ·,.: "·> \:,;;.'• '. ~-y,.· .:_;·;t:~: >:~·(; ,. ,, ... :;!~)'.:;t':'.t:i'.:{:.:: - 2.5· 1 4·· ~I ---···0;,;·9%~;>;::7;,_· -/;\ f,.<,,.s<;:.<, I I I B-LINE STA 101+87 TO 104+00** I * SEE NOTES 3, 4, 5, B-LINE STA 106+75 TO 124+85 AND 6 FOR SECTION A I B-LINE STA 127+35 TO 143+18 j ** SEE DETAILED GRADING AT SHEET C15 I TYPICAL SECTION (c) I NO SCALE I I 2·-s· .. • I 7 WALL #3A AND WALL #3B CONSTRUCTION NOTES: 8 HMA CL. 3/8" PG 64-22. 0 CRUSHED SURFACING TOP COURSE. 0 SELECT BORROW INCL. HAUL. (;\ CEMENT CONCRETE SIDEWALK PER ~ WSDOT sm PLAN F-30.10-03. © HMA CL. 1/2" PG 64-22. f6' 4" TOPSOIL lYPE A AND SEEDING AND \::..J FERTILIZING BY HAND. 0 GRAVITY BLOCK WALL. fa\ CEMENT CONC TRAFFIC CURB AND GUTTER \::..J PER WSDOT STD PLAN F-10.12-03. lg\ 4' HIGH BLACK VINYL FENCE TYPE 6 WITH \::_; TOP RAIL PER WSDOT STD PLAN FS-2. '1o\ CEMENT CONC. TRAFFIC CURB PER WSDOT \.:..::) sm. PLAN F-10.12-03. I I I I I I TYP 41" TYP ........-------EXISTING GROUND ",?Jii-RESTORED WITH 23 TYP 41" TYP .,. -~· .~ . . -~·.:.~·:: \ •, •, ~- f'--:--,---c,or1"" NATIVE SOILS s· 2 47• TRAIL SECTION WITH WALL AND FENCE "'," "· ' VARIES 1 ' TYP -,\. 'I TO 2'-6" AT EXISTING ~ GROUND RESTORED 44 • WITH NATIVE 'lY,7<,,~·t-c----"*1--- '\ I WALL APPROACHES ····1 .. Li ., ~ ' . ( SOILS . :. :.. •.,,.· .,, ... 3:1, TYP TRAIL SECTION WITH WALL AND BLOCK PEDESTRIAN BARRIER 6" RED BRICK RUNNING BOND STAMPED CONCRETE, TYP GRADE TO DRAIN l.'{fL_,_;,;;;{:.t~ '-\, ·I " ':\· ""' \ :~:\!_ .. .1, ,,, '" . , iwc, ---.. __ _,r-EXISTING . · · ----/_ _ GROUND i 3 , . ---\y);C7,y•- 1_ ,,-,, ,, , ;:;:,;/.,( --~-{> ~ ., . •v,,~ ,'· TRAIL SECTION WITH FENCE \ GRADE TO DRAIN RAISED TRAFFIC ISLAND AT MONSTER ROAD TYPICAL SECTIO_N (a\ NO SCALE PROJECT NAME !~ECl':!VEff) APR 1 7 2015 60o/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAWING NO. 18 OF 47 DRAWN 1----1----------------t----+----; M. MILLER f---------------1 FILE NAME ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A TYPICAL CROSS SECTIONS 11----1----------------t----+----;CHECKED Y. HO APPROVED BL1521084P A T2T2CCS-01 JOB No. 554-1521-084 A 2C DA'PRIL 2015 411 108TH AVEtlUE N.E., SUITE 1800 BELLEVUE, WASHJNGTON 9BD04 T. 425.458.6200 P. 425.458.6363 ·,vwv, .parametrix.co rn CS1 GREEN RIVER TRAIL TO NACHES AVE SW .. 0 ,;-; "' ~ ri 0 ------------------ PLAN ® --1.,.; SCALE IN FEET fl' 0 20 40 · . . I ·-1 ' 0 E 40 , ................................ . . _.,,, ......... __________ .. ____ .. _ ... ··-·----·r····-·······----~--·--·-··-·-···· ---·--·- I i ····--------·---·-···--·1·--····----·--·----·-·--r--·-··---·---·----·-· ----T---·--1 r· . I i I i ...... ·-·-·--··--········-·· --· .. ,.... . ................................... ·----.-·-·-·-······-····· I ' I ' I i 100' vc I-' I STA 4+60.00 EL=22.84' K=54.18 l " E >' "' ~ a. 351-...... -- 1 I ' ··--------··-----t r ! i I I . 30 j-·--PVI STA ii+oo.oo ············--...... -------·-·-·-· J ·····--···----------··----··------·-----·····-···· EL=23.17 --l 20 r-··-----·· ........... :----·---···-· ---.......... T. ----------------------· --··-·· I "J···----,---·-I 1 0 ,_ ·-----·--------.. ··--·-·--·--·--·· .. .. .. .......... . ..... ----------···-··· i ..... .. ..... J._............ . ... 1 .. I I i I wl~ ~IN oo!O o 00 mlm rnl~ ·i._ · -.j'I"""" • 0 ,JO _...._;:,,q N! • n . N' • n . Ni • '-'-1 ('.Ji~ ('.JI~ ('.Ji~ ('.j ~ Ni~ ('.j!~ ____ ---·-·-··-·-·· .... ··-··-·-·L-........ _.,., .. _ ......... ___ I ----·--·------··----·-·-··---··--·---------·-!__. __ ........ ,..---·-·---·-···\.--·--·---·--- 1+00 2+00 ~ /:::,. REV1SIONS DA TE BY DESIGNED a. t-=~-----------------1 ---1 ---i.-~Je_, 2;D~V~O~R~A~K~--------I ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY 11----l------------------+-----+----i M. MILLER FILE NAME u 1.-----l------------------t-----t-----l~C-H_E_CK_E_D ________ __,, BL1521084PAT2T2CC-C1 Y Ho JOB No. i ······-·-· --··-··--·1------·-............. -,... ...... ··--·-·---··!·-···--·-·-·········+-----------·--... .. I r----I : .... -···-·------! 35 : ' \ 11! ··-.---!---··-·····--·••»------\--»• i 3+00 A-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' I d t -' .. 30 ' . ·-.•. --·······j i I --. --I '-1.94% I ··--·-----··---, ! ~. .. ~ --~' 20 ·1 ,_ --........ ---····------L··--··------·-• ----... _________ ,,,1-··-··-·- I It ·····-------.................................... ···r--------·····--··-···--····--· ......................... ·······-··!----......... -·-·-··-·-t------· 1r-·-----····---·-f 15 j l _ _I_ ... .. -----~----· . -----·-·--··············-····-----···I· ···············-·---·----· ·····-··----------, I . k 11, : i ' . ......................... T·-·-···---···-·-·-·--· ... i ------·--·---·----·; 10 I IJ, I Ni~ ~ g ~1~ nl • N • Ni • C,,!N ~, N _...._,!N 'iN '"N ''iN CD ~ . l"- ('.j • ('.j ~ ---------____ L ____ --. --···-···· ................... J ....................................... --........ .. 4111D8THAVENUE N.E., SUITE HlOO BELLEVUE, VVASHIMGTON 98004 4+00 ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES PROJECT NAME .,-Qi _.· O • LOL;:g ~l'f. LOIi~ -('.j ----c'1 i ~ ________ _J N 5+00 LAKE TO SOUND TRAIL SEGMENT A 5+50 \ T. 425.458.0200 F. 425.458.6363 www.pararni.l!rix.com GREEN RIVER TRAIL TO NACHES AVE SW CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. 0 GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1 B. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TDAH) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TDA BOUNDARY ~.PR l 7 2015 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN AND PROFILE DRAWING NO. 19 OF 47 C1 ,-.0~ 1 ---+-----------------+----1----t:;;;;;:;;;' ;;;;::;;;---------. 11--~,:=5=5~4_-~15=2=1_-~0~8~4_A~2~C~--11 ~ II-APPROVED DA TE 5 u.......;.A;;.P,;.;R;,;;IL;.,.;20 ... 1;.;5;.... ____ ..... ________________ ~-------------------------a ---------------------..11 .. --------------------------"" .. _____ _ .,,,_,.,,., , -.--,, ·-'·'"""'''' ~ ... ,.,,., .•. ,-,•·.,,,,,,. :,; a.. ;::; N 0 ,,; "' 0 N ri 0 "CC a. <( ,; 0 "C ii: ~ <( 0 0 E ~ .E :,.: <Il 0 ~ 0 _J a.. / 0, "' 7 u 0 0 N I- N -"' " ~ <( ID " 0 -"' a. / 0 0 <( u / " ~ V) 0, ~ r- V) N _J " 00 0 I ;::; "' -I ... "' '.9- 0 u "' J; y I ;::; "' / " -C .!!' G / " -0 ~ 0 L a.. / 0 "' ;!,- :':i ~ <( a.. N u ,:.: :::, 0 )- <( _J ' L:,. REVISIONS I 35 ,------·-··-.................................... . HELD CURRENT FIELD LOCATED CENTERLINE OF EASTERLY BNSF RAILS. 0 20 \ \ 40 PVI E~L~01.1196 V.+6~5~.00 . .! . r·· . ··--T------.. ·--............... ____ ·r . ·-·-· · r .............................. ·-·------· -·-y1· -·---·····-··········11 .............................................................. ·-····1 ·····································-········· .. ···-··--··· ,---·------.----~--~ "~·. -~:· .. -~:.i. 35 ~·+.,,. ,-\ . , -------K=9r.63 .................. ··--i -_1 I I .. :~. ~t~~~~12,~~o I 301------.. ···~------------·······--·--····---······· --·-· ·······-··-1··-··-------1-----.. ·---t I I ··----.. - 1 ----------T .. ----·-·---r--·------··--·· --·-· -·-····--····-K=1 l.82 .... i 30 OIi : 1· : i "'-' 1' ~~ . ' ,- 20 :................................... ·--··-' .. . . . . .. .!....... . .. ,.... .... . .. . .. . } ... .. -··-. ·+··· i I ·--Q " ·t-··-·· -, 20 i -., T r --: I ; ! I -0.86% I ~~~~~ l i. ········ 65 .Gi ' ·1 1si-·-------r·----~~ . -_J _____ ~~+ ........ --=-~~--i ···---1 =t~~~J i I I I -~ 10 , ... ·········-···--! .... ________ l _ -------r-----·----·-·-+-----..................................................... ,. ________ J __ ---il ___ J ___________ ~r.~ J _ ----.J -,-r SD -1-, I,. ! I I ~ 0 I I I i ! I . l I iii . ~ -J,,.......... I 5 r---.. -------·1 .... , .. _. ____ ....... ·1 · ................ , .. -----... ---· ...... _____ ----: ·---·----·----' ___ .. _______ T __ ........ t··"'' ..... ---i r i--------·-·1-------· ......... I i ··-·· ..... I~ ....................... --:1: ~1~_ -.. ~1~ --_; ~ -~~--~1~ _! __ -~1~ j; _ --~1~ ~:~ -;!~--0J~ --0, § --; _~ ······-·-·· j~ ;l~ -----;j; .. ·····---·]! ~1~ 5+50 6+00 7+00 DATE BY DESIGNED J. DVORAK A-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' 8+00 9+00 10+00 PROJECT NAME DRAWN ll----+-----------------+----+----; M. MILLER ONE INCH AT FULL SCALE. IF NOT, SCALE ACCOROINGL Y FILE NAME ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A 1--------------t 1-----l------------------1-----1-----1 CHECKED Y. HO APPROVED BL1521084PAT2T2CC-C1 JOB No. 554-1521-084 A 2C DA 1APRIL 2015 411 108TH AVBNUE N.E., SUITE 1800 BELLEVUE, Wf\SHINGTON 98004 f. 425.458.6200 F. 425.458.6363 www.pararnetrix.com GREEN RIVER TRAIL TO NACHES AVE SW CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. 0 GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-18. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ® INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONG. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TDAJ) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TOA BOUNDARY REC:EIVED APR l 7 2015 ('.'"V ' · ,,,,tol'f#"J ~-· '"--,41'!..,.Jj, p:_;_:-·: -~-t-J1i;S!Or.J 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN AND PROFILE DRAWING NO. 20 OF 47 C2 1. I 0 E Q) E BLACK RIVER 50 r KC PARCEL NO. 7229500320 ANMARCO ' .j •.. ·····-------------··-·-····· l ............................... ·········T·······-·········· J I 35 1 -·-··· --···-··I··· --········ ..... t . .. . -······ .. I ,001 vc PVI ~~,~~:30.00 I K=l~.82 I I -------·-------·-·-·-·-···-·-·; 30 t···················-··-·····-t····································· · i I I i I !~~ii~g\ I I O I I '! I' q I I , ~ I ; -s---r- -q- ~ l£1 (/) 00 -' 11· .. -1- 1 . .. .. ·-· ...... ···-+············· J_ .... -1 35 I ' -1.63%-: -+·· I BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL 1YPE 6 PER WSDOT STD PLAN FS-2. 1z0 INSTALL GRAVITY BLOCK WALL. SEE \;:.,Y WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET 02. GENERAL NOTES: 1. 2. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TOA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ~~ ........ J ....... . I . ·······-·· ................ . ...... ,~ .... L-···················--·---L .. -... ················f··--··· ~IW I I I ......................... I TOA BOUNDARY I ~,.1,.,, .. ,1""'.'."."' ---·· r ~----c=,J.~~~~~ ! ! i l 15 !········· ·········· ····· ·············· , · · ··· ········· r······--····-················r············ I I r----.il'-NI'° .,0 . (0 illi • r--.1r--,: --·" -1~ I..-I . ....... .. .. I. i ,------!V co CO •ilO . lO a.Ji • co • ,------tCO -.---(1) !,-,- ............ J ......... ______ J ........ . 10+00 I I -~ ........................... ·············-·····+····--·-·····················. ·I .. ············-···-···· ......... ....................... . ...... r .......... ·--·· 1·····-···-·················-···•············-·· .... . N n NI'-oo 1N rnlr--rnlN L() n . (0 0 . NO N -+ CX) • <.D n . N~ N ... , ................................................ ' ...... ,..,, ... _ .. , .... . 11+00 . " ·" . CX) . CX) ·1(j) LO • c.D • <.D • w! • w . NI~ ·······---= =--···· ..... : .. = ...................... NJ~·······-·-····· .:1.~ 12+00 A-LINE PROFILE HORIZ: 1 "=20' VERT: 1"=5' ~ ~ RE"1SIONS DA TE BY DESIGNED a. r====~------------------i-----t----f...-........'"J'c.._, ..!:D~V~O~R~A'.".':K ______ _. ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY 1-----+------------------t-----t----t M. MILLER FLE NAME ~I! · 1 • 1_; ~,~ I ·········i ... ··i·········-·-·---···· -.......................................... ··I ···I ···· ......................................... ··I ··· ............. ·-·-··· I·········· 00.1~0 N. 0~ -Im Nin ooln rn ro .,r--·In .,<0 · <0 !"-!.....: 0) o· ...--------j • N, ' Ni ' N ' NIN N 1n n,g nl;:;:j nl;:;:j n ;:;:j .... --·· ....... ._ .. J.... l -------·-·-·-·· .! ...................... _.I__ __ 13+00 PROJECT NAME ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES 14+00 LAKE TO SOUND TRAIL SEGMENT A · .. .. i .. · ......................... j 15 l I CO!a, tj· 0 mJO') ....... ;;·!""'= .,...._;-: ,1(0 n,..-n....... ;;io :~ 1n In ' ! i ,._. ___ l __ . __ -·-·~-·-·---·-·-·-·-..l ······-····-·-··-·-·---·-··-·-.--·-·-·-·· 15+00 ROADWAY PAVEMENT REPAIR. SEE APPLICABLE SECTIONS ON SHEET CS1. CEMENT CONC. SIDEWALK PATIERNED CEMENT CONC. DRIVEWAY, DETAILS PROVIDED AT 90% SUBMITIAL DRIVEWAY RESTORATION, 4-IN COMMERCIAL HMA OVER 4-IN CSTCRECEi\fED APR 1 7 ZU15 60°/o REVIEW SUBMITTtA11L of l'in:~r?M PLANMlt;G LTJ;:lDM NOT FOR CONSTRUCTION DRA 'lllNG NO. 21 OF 47 PLAN AND PROFILE 8 ,_C_H_E-CK_E_D_____________ 11-.c=c=B:;;L.:..:15e.,2:.:1.=0.=.84C-'P~A~T=2~T=2=C=C-~C~1 -I 411 108TH AVENUE N.E' SUITE 1800 y HO JOB No. BELLEVUE, v11ASHINGTON 98004 CJ "'B----+-----------------l----+---J-;;;;;;;:;;:;·~;---------4 554-1521-084 A 2C T425458.6200 F.425.458.6363 § ~...__..,..----------------..i..----..... --..... AP=P-R=OVE_D ________ ..., &.11-,,_D:A).::P:R:IL::20:1:5:::::::::::i....------------------...a.-w,·-m_.,,_,,,_""-"''-·'°-m------------------------...1 ..._ __ G_R_E_E_N_R_I_V_E_R_T_R_A_I_L_T_O_N_A_C_H_E_s_A_v_E_s_w ___ .,. 11.---------------------------,.. ._ ______ ...... ::,; o_ "' " 0 0 ,;-; "' 0 N ,,; 0 ';: a. <( >, 0 "" 'l: LI.. ~ <( Cl 0 E ~ .E >' '1l Cl ~ 0 ...l o_ / "' a, ;?, 0 0 0 N f- N ~ 0 f- / < "' "' 0 .c o_ / Cl Cl <( 0 / "' §i (/) O> ? (/) N ...l " "' 0 I cs ITT J "' ;:)- 0 0 "' E "' I cs "' / "' -C ~ 9- .."l u ·'"' 0 L a_ / 0 (/) o_ / :i I !::, f- <( Cl. REVISIONS DATE BY STA 15+30, 9.0'RT END@ 40 35 5 r .. . I 15+00 DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY ll---+------------------f-----1------; M. MILLER FILE N E i >-C-H_E_CK_E_D ________ ___, BL1521084PAT2T2CC-C1 Y Ho JOB No. t" • 554-1521-084 A 2C ::,1---1------------------1-----1-----t:;;;;;;;;:;-;;:;:;----------1-~~~~~=~~~~--1 ~ APPROVED DATE 16+00 PLAN ~ --1~ SCALE IN FEET ' PROFILE HORIZ: 1 "=20' VERT: 1 "=5' 411103TH AVENUE N.E., SUITE 1800 BELLEVUE, WMJHIMGTON 98004 T. 425.453.6200 F 425.458.6363 www.parametrix.com 17+00 ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES MATCHLINE SEE SHEET C6 j I 20 17+76 PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW \ CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. 0 GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1 B. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @) INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. @ INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TOA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TDA BOUNDARY RECEiVt:D APR 1 7 2015 -·--·"'· 1·0·cN Ci'T'i ()j· ;f:.-.i·~ ~ _,. • 60°/o REVIEW SUBMITTAt:·:::c ,:-w,.,:;,i NOT FOR CONSTRUCT/ON PLAN AND PROFILE DRAl'l1NG NO. 22 OF 47 C4 < APRIL 2015 ...l .... _ .... ~---=-~-----=--------.... --.... ----=---------.... --------..... -------------------~----------~=---------=--..mm.~------------------------------~----~--------=----""""---~--... :,; 0.. 5 ci "' ci "' 5 "' r<1' 0 "C Q_ .,: ,; 0 -0 "C ~. ~ <{ 0 0 E ~ E >' <D 0 ~ 0 _J a. / "' 3 0 / 0 0 0 "' f--- "' .,, m 0 :;, .,: ~ m 0 .c a. / Cl 0 .,: 0 / © ~ (/) "' ? (/) "' _J " 00 0 I cs "' i " "' .'9- 0 0 "' C y I ;:.:; "' / © -C ~ 0 / © -0 ~ 0 ~ ;',- 0 (/) ;',- ::i iE < 0.. LO u "' :::, ~ .,: _J !:::,. CURB FLOW LINE ELEVATION DATA POINT ELEVATION DESCRIPTION NORTHING •. ~ EASTING ,. -r- 100 MATCH EXIST. FL 101 MATCH EXIST. FL AT APPROACH SLAB 102 30.77 FL 103 30.60 FL 104 30.26 FL 105 29.62 FL 106 29.00 FL, AP 107 28.17 FL 108 27.33 FL 109 26.34 FL 110 25.92 FL, PC NOTE: ADDITIONAL GRADING FOR SIDEWALKS, DRIVEWAYS, RAMPS AND TRAFFIC ISLANDS TO BE PROVIDED WITH 90-PERCENT SUBMITTAL. THE POINTS SHOWN HERE WERE PROVIDED TO DEMONSTRATE POSITIVE DRAINAGE. REv1SIONS DATE BY DESIGNED J. DVORAK DRAWN 11----+----------------+---+---I M. MILLER ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY FLE NAME BL 1521084P A T2T2CC-C1 .__ __________ _. l-----+-----------------1-----+---I CHECKED Y. HO JOB No. 554-1521-084 A 2C APPROVED DATE APRIL 2015 ··-·--,.. 411108fH AVENUE N.E., SUITE 1800 BELLEVUE, WASHINGTON 98004 r 425.458.0200 I-'. 425.458.6363 www .param<.lrix.corn 0 PLAN SCALE IN FEET 20 1"=10' 205+00 -----1---- 40 PROJECT NAME ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A \ -~~---" GREEN RIVER TRAIL TO NACHES AVE SW ' •·t· ·•,~w-<r'•W t 'te ·· ,,,,,-, ,· -,. _.-,~•,· • ' ',........:,l__::h.::J ,' •.• CIVIL CONSTRUCTION NOTES: ,j\ INSTALL CEMENT CONC. SIDEWALK PER V WSDOT STD. PLAN F-30.10-01. © INSTALL CEMENT CONC. TRAFFIC CURB AND GUTTER PER WSDOT STD. PLAN F-10.12-03. INSTALL CEMENT CONC. TRAFFIC CURB PER WSDOT STD. PLAN F-10.12-03. INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-02. INSTALL SINGLE DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-02. -----© RAISE/REPLACE MANHOLE OR CATCH BASIN TO FINISHED GRADE. --------------------.. ,--,-, .. -·-· .. ' INSTALL CATCH BASIN TYPE 1 PER WSDOT STD. PLAN B-5.20-01 WITH RECTANGULAR VANED GRATE PER WSDOT STD PLAN B-30.30-01. INSTALL TB TYPE 1 PER WSDOT STD PLAN B-5.20-01 WITH RECTANGULAR SOLID METAL COVER PER WSDOT STD PLAN B-30.20-02. CONNECTION TO DRAINAGE STRUCTURE. INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. 0 INSTALL CB TYPE 2 48" DIAM. PER WSDOT STD PLAN B-10.20-01 WITH RECTANGULAR VANED GRATE PER WSDOT STD PLAN 8-30.30-01. '51 UTILITY CONFLICT. POTHOLE TO VERIFY L':::J UTILITY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION OF STORM DRAIN SYSTEM. GENERAL NOTES: 1. 2. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. DETECTABLE WARNING SURFACES ARE NOT CALLED OUT WHERE ALREADY INCLUDED IN CURB RAMP DETAILS . LEGEND: [:.· .... ·.·.·.·.·.·: .. ·:] ROADWAY PAVEMENT REPAIR. SEE APPLICABLE SECTIONS ON SHEET CS1. CEMENT CONC. SIDEWALK DETECTABLE WARNING SURFACE PATTERNED CEMENT CONC . DRIVEWAY, DETAILS PROVIDED AT 90% SUBMITTAL DRIVEWAY RESTORATION, 4-IN COMMERCIAL HMA OVER 4-IN CSTC REC1:IVEO APR 1 7 2015 -1'7'{,/ 1··11: \lf~,l"f()f·-1 60°/o REVIEW SUBMITTA~i!~~O:c:0~'1;,,iori NOT FOR CONSTRUCTION DRA'MNG NO. 23 OF 47 INTERSECTION PLAN C5 " ; ~ "' ~ .. ,; .. ,-' - ~---··--··· / "' 3' ;!, u 0 0 N f- N "' "' 5 <( ~ "' 0 JC ? Cl C, <( ;;!- "' u > VJ 0, 0, ? VJ N _, ... "' 0 I « "' i ... "' "' / 0 u "' C S< I « "' / "' -C ~ ;;!- 1'l u 3, 0 L ;> 0 (f) ? :;; j£ <( a_ "' 0 >" :::, 5" <( _, ... 1 . -1 : 30 ······ i 25 ··-··· ........... ' 99+85 100+00 l::,. r<EVISIONS DATE BY DESIGNED J. DVORAK DRAWN 11----1-----------------1----+---t M. MILLER "'! ; l '"-<c.c I . 'f 101+00 ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY f---------------ll FILE NAME BL 1521084PA T2T2CC-C1 11------if----------------------+-------,---t CHECKED Y. HO JOB No. 554-1521-084 A 2C APPROVED DAj_PRIL 2015 I 20 ....... ----·· .. . . .. . .. ·······----1 50 ··················-------1--·-------·--r-··-----~·----· I ............. ···----1 45 ____ T ________ :-----------1------ --_ 1 _ ----: I ......... ·----}-----· ...... ,. ....... -·--·-----· -----·-·-------« I 102+00 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' 411 108TH AVENUE N.E., SUITE 1600 BELLEVUE, ','1/ASHINGTOM 98004 T. 425 458.D:200 F. 425 458 6363 w1w1.pararnelrix.com ! \oo· vc PVI STA 103+60.22 I ; I ____________ E)_=c26.6.4'.. .. _____ J.---... , 40 103+00 C'-a, . ~ w . Nt-,. C'I ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES ~=59.45 . ·! (D t<) . a, (D • N <.O ('I PROJECT NAME --1 35 ! . ! ............. ·····-·-·· .. .... ... .. ... ...... -----1 30 w r-.... . r-.... (D • N <.O ('I . .................................... 20 C'-('I . r-.... <.D • <.O N C'I 104+00 LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW • . -~i., "'-<;.~;, \ CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR 1YPE 10. © GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL 1YPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1B. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET 03. @ INSTALL 48" CATCH BASIN 1YPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DU1Y BEEHIVE GRATE. @ INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL 1YPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ® BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL 1YPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVl1Y BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET 02. GENERAL NOTES: 1. SEE SHEET CS1 FOR 1YPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TOA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TDA BOUNDARY APR 1 7 2015 ..-.~"·\1 ~"",,f,'. r:r:-:,,·rt'~!'l '!... .~ 11 \..I~ ,·L~, ,, · '"-• 60 0/ REVIEW SUBMITT,J\loa.••••-'ff">'"•"J /0 IP.ML:.:t·-.:, '-'i.,-~,u, NOT FOR CONSTRUCTION PLAN AND PROFILE DRA'MNG NO. 24 OF 47 cs ~ <( 0 0 E " E I WETLAND 5 PLAN ® --S-C-AL_E_I_N_F_E_ET-..,.-I 1) ' I I I ::i 0 20 40 KC PARCEL NO. 1323049020 BNSF I ' I I · · ---------·-1--. ----·--1---·······-· 1 ············---··1·---··--·--·----------~----··------.. ·---·---.-----··-···········-·······1·--· ·································1 ··········-1 1 . ·-·~r i i ~ ,-· · 1 · ··· · · ·· · -1 .. 45 i ............... +. .. . ...... ·· I · ... -t-·--··--·--t····----····1 ............ ,----------+l-----+--·-----1 ··· ---· .......................... ___ l_ .. _ .. _ .. ___ +1-·-····· . ' --... J -· · 1-. !-----1-. ··-····-145 I 'I ' I I i I 100· vc I I 1oo·lvc I 100, vc , ' I PVI STA 1 o~+ ?2.35 1 1 , PVI STA 1 qa+ 72.35 PV~os\lt:~:~i ?~:==----[------------......... ... 11·····················----··1·················-----~------··················t-······ ········--------:------~~;f ... J.+:'f_i_ .... _. _______ ... , ................... _. __ ,f---------·--· .. ·-----· ... ·----+!--·-······----1········------l----..... --E~=~~:f~~-... ---140 i i I LO I i I ! ! ;'.3 I ' ' "' ' ! 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N .... , .. ~ ...... __ ,,,,, ........... N ... , .. ~ ........................... N ... , .. ~ .. ---· .. ---N .. ~~-·-·--.. ---~]-~ .. -. . :J: ........... -~J~_ ....... --.. ·-·-·-N-1~ ....... ··························=--=---· .. ··----=N-m_,,,, _______ NI_~__ ............. nJ~ 104+00 105+00 106+00 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' 107+00 108+00 108+75 ~ ~ REVISIONS DATE BY DESIGNED a. t--==-t----------------j-----t----t-~J.:_, ~D..!:VO~R~A~K'-------1 ONE INCH AT FULL SCALE. PROJECT NAME DRAWN IF NOT, SCALE ACCORDINGLY CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. fa\ GUARDRAIL CONNECTION TO BRIDGE \V CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. r,;\ INSTALL BEAM GUARDRAIL TYPE 31 - \::..,I 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1 B. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ® INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ® BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 1 04.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: {TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ~ --~ TDA BOUNDARY Af>il 1 7 2015 . , .. , -'"''! ("':",', t--, •• ·:' ·-..... ,,(,.,..-.~, 60°/o REVIEW SUBMITTA,L ,)n NOT FOR CONSTRUCTION DRAWING NO. 25 OF 47 11---+----------------t-----t----1 M. MILLER FLE A E ENGINEERING. PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE G f-c-H-ECK-rn---------11 11-~=cBL;c.,1-=s=21""o=a""4p""'A""T=2~T2=c~c~-~c~1-11 411 10,rn AVENUE N.E. surrE , sao y HO JOB No. BELLEVUE,WAS11INGTON98004 C7 >" l---i----------------1----.+---t-::;-;;:;;;-;;-' :;;:;:;---------. 554-1521-084 A 2C T. 425.458 6200 F. 425.458.6363 § --..... --------------....i.---.....,_ ..... _A-PP-R=OVE-D-------..., ""11-,,-=DA:TE:AP:R=IL=:2:0=15::::::::::._ __ ..,.. ____________ ,_,..'_'=-'·'-""-m'-''''-"-'"-----------------..., __ G_R_E_E_N_R_I_V_E_R_T_RA_IL_T_O_N_A_C_H_Es_A_v_E_s_w __ .....,. ....,-----------------------""" .., _____ .,. 0 < D 0 E ~ E I I I I / / / I PLAN ~ --S-C-AL_E_I_N_F_E_ET:::::;'"""i'O' 0 20 40 50 ....... . ···-·--·-··-··· ......................... ., ..... ··············-·r .... ······-····-................ ! ............. -· ··--·--·T··· ........ . ······-· ···-··················· ·········1 ;, .· ·······r·. ···-·-----· -~-·········----r-··-........................ ·······-----1-··-················-····r·· 1 ····························· . ,-------········· ··················································•··· I . . .... 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C-...•.•.•.•................. 108+75 109+00 LD N .~ 0 . rri o ~ I I i ~I GROUNO I • t-----+---1 -1 t I _ J ---··············-··--· ·······-r-·--······-······-·-·-··---·-···-······-······-······-·-l---------·l·-----------l 20 ~1m ~ m _1m ~loo 00 ~ rn!O O ~ nin 00 o ~1~ nlm Nm O N 00 oo ~I~ cil~ 6 ~ ci!~ ~1~ ~ q ~1~ ~~ ~!~ ~ ~ ~ ~ ~!~ ~ ~ ~ ~ ~ ~ ·i~ ~JJ: ···-···-·-: :. . _:_in_ ----'~J~ N ~ NI~ -··---= =--·-··· C~I~. ·-·· ---==---. =l=--. NI:____ ---=! ~ N ~ .. :~__ NI~ 110+00 111+00 112+00 113+00 113+50 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' ~ ~ REVISIONS DA TE BY DESIGNED a. t-==--t------------------i----1 ---j._~J:.... . .!:'.:D!.:.VO~R~A~K,.__ ____ ___. ONE INCH AT FULL SCALE. PROJECT NAME DRAWN IF NOT, SCALE ACCORDINGLY !---+----------------+---+---; M. MILLER FILE NAME ~ 1--C-H-EC_K_ED---------ll ,__B=L=1=52=1~0~8~4P~A~T=2~T2~C~C_-~C~1 --a Y Ho JOB No. "' · 554-1521-084 A 2C 411 108TH AV~MUE N.E., SUITE 1800 BELLEVUE, WASHINGTON 98004 T. 425.458.6200 F. 425.458.6363 W\VW .pararndrix.corn ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR lYPE 10. (:'\ GUARDRAIL CONNECTION TO BRIDGE \.::.) CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. /;;\ INSTALL BEAM GUARDRAIL lYPE 31 - \:V 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1B. @ NOT USED r,:;\ INSTALL REMOVABLE BOLLARD \.:..'.I PER DETAIL 1, SHEET D1. t::::'\. INSTALL FIXED BOLLARD PER \:.::) DETAIL 2, SHEET D1. (.'"'.;\ INSTALL BOLLARD STRIPING PER \}.:;./ DETAIL 5, SHEET D1. c:.\ INSTALL CONCRETE WARNING BAND v.::J PER DETAIL 4, SHEET D1. (;;;:\ INSTALL FENCED CANOPY PER \}.:;./ SHEET D3. @ @ INSTALL 48" CATCH BASIN lYPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DUlY BEEHIVE GRATE. INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. '18\ INSTALL TYPE 1 REST STOP. SEE \'..:'l DETAIL 2, SHEET D2. (,"',:;\ INSTALL PVC STORM SEWER PIPE \;_;} 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ~ BLACK VINYL CHAIN LINK FENCE \::::J WITH TOP RAIL lYPE 6 PER WSDOT STD PLAN FS-2. @ @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR lYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: {JDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY RtCEHV/ED APR 1 7 Z0/5 CJ,:t,i:.::: r,tr:r '-;,J 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION PLAN AND PROFILE DRA'MNG NO. 26 OF 47 ca ~ APPROVED DA1)._PRIL 2015 ..., ..... _ ..... ______ -_______ ...,.. ___ ..,-___________ ...... _;.;;.;..;;;;;;....,....., ____ ..... _____________________________ ~ ________ ... __________________ ............ ________ ---------------..... _____ ... 0 E ~ E I I I PLAN ~ ----1.4; SCALE IN FEET fr 0 20 40 \ 1 < t .. 40 r--·-· -; · -.. . I 1--i-----·. r ·· .. -----.. r -. . I-------· .. 1:: :-: ' ' ' ··--·-·--------,-·-·--·-·-·--·-·-"""'' I "'''--·--1 ····· ·-········ T------r--···--------1-·--,--, 3s L , 40 ' I ....... +--,,,,,,,,,,,,,,,,,,,, __ __ --··--"·---·-'--·-------· -···-----) 35 i ,,,,,,,,.,,[, .. ,,., .... 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PROJECT NAME DRAWN IF NOT, SCALE ACCORDINGLY CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. (j) BEAM GUARDRAIL ANCHOR 1YPE 10. GUARDRAIL CONNECTION TO BRIDGE 0 CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL 1YPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-18. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN 1YPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DU1Y BEEHIVE GRATE. ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL 1YPE 1 REST STOP. SEE DETAIL 2, SHEET 02. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL 1YPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVl1Y BLOCK WALL. SEE WP AND WO SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY 1YPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR 1YPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TDAJ) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TDA BOUNDARY 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION '' DRAWING NO. 27 OF 47 ll---+-----------------+----,-----1 M. MILLER FILE NAME B rC_H_E-CK_E_D----------11 BL1521084PAT2T2CC-C1 411108THAVENUE r-.J.E., SUITE 1800 BELLEVUE, WASHl~lGTON 98004 ENGINEERING. PLANNING, ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE Y Ho JOB No, ~ i---1------------------+----+---~;;;:;;:::;:;· ~---------j 11--,,;5;;:5'-'4_-_,_15=,2=-'1'---~0=8~4~A~2=C~-1 T. 425.458.G200 F. 425 458.6363 Wl'Nl.parametrix.com C9 GREEN RIVER TRAIL TO NACHES AVE SW ~ APPROVED DA ).PRIL 2015 _, ...__...,. _______ -________ ..., ____ ~_ ..... ___________ m... ....................... -------------------~----~---------~-~---------...m 1.-------------------------------------~----------______ .... 0 E " \ ' I \ -------------- KC PARCEL NO, 3n9200118 CITY OF RENTON I I I PLAN SCALE IN FEET -11111 0 20 40 35 r-----------1---------------------,-----------------,---- ' 1, I i I 30 1 ----+-------------------------+------------------!----------------------------1 I . I I I 25 1 --I l j -1 0 ,,. I -It =~ED ~.. 1-- 1 ! J ' j 1-t-i ----------------,--------------------r----------------------------1-------------, I I I I ---~----------------------1-----------------------------------------~------- I ------------------1 I KC PARCEL NO_ 3779200117 CITY OF RENTON I[) j_ __ _ -I ~-r -----r - ! i -+ ,-I ' ~ I II (',I Cl!) 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Ll) nl. 0-Ji~ I 118+50 119+00 120+00 121+00 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' 122+00 123+00 123+50 ~ l-"'!"'""I"-------------~---------.,...--~------~....... -----------,i: A REVISIONS DATE BY DESIGNED PROJECT NAME r~=---t----------------i----1 ---i.-~J'-. ~D!.;.VO~R~A~K,___ ____ ---1 DRAWN ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. 0 GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1 B. @) NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET Dl. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. @ INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONG. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CSl FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TOA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TDA BOUNDARY fU::CEIVEID APH 1 7 2D15 C rr11 rw ll \..). > 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAWING NO. 28 OF 47 0 11----+-----------------1-------t----; M. MILLER 1--------------ll o CHECKED FILE NAME BL 1521084-P A T2T2CC-C1 411 108TH AVliNUE N.E., SUITE moo BELLEVUE, W/\SHINGTON 98004 ENGINEERING, PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE "' ::, §:' 11----+- Y. HO APPROVED :"i 11...--i.--~------~------..... ______ ..... __________ _ JOB No. 554-1521-084 A 2C DA1j_PRIL 2015 T. 425 458.62U0 F. 425.458.6363 www.paramelri:<.co rn GREEN RIVER TRAIL TO NACHES AVE SW C10 \ I \ KC PARCEL NO. 3779200117 CITY OF RENffiN PLAN ~ --N SCALE IN FEET 0 20 40 KC PARCEL NO. 1323049012 CllY OF RENTON • ' I I I I CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. © GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. © INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1B. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @) INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE . ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. INSTALL CEMENT CONC. DRIVEWAY ;: ill 40 , ............................................ ""''"I''' ...... ···--r· ·············--·r .. ----r 1 ···· ------·-····-·····-·-·----· -------··········-···· !--------1--150' vc I ·-···-----r--....... --··r· --1_ .. , _____ ,, ____ ,T_,,, ___ ,,_,,,_,.,,., ............... ________ ,,.,,, .... ~--· .. ---·"""' ~ ...... ,,,, _______ ,,,,I 40 i 150' vc 1 @ TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET ~ -' Cl. ~ ,-..: ~ ! __ ,_,,,, __ ,,,_,, ..... ,, ________ ··-··· ..... _,,______ ......... ,-............ + ..................... .. II I I ~ "' I I I ,,11_· I ti, ~ I ! I ' I ~ ~ I I I ····-··~-·-·····-·-·-···· : 123+50 124+00 125+00 <(~ 1-/\-.......... --------------...... ---.,....-~I"""'----------... R[\IISIONS DATE BY DESIGNED "-r='-i-----------------,---,--i-~J:,_ . ..::D'...!V~O~R~A~K-------1 ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY _ 1----+-----------------;-----t-----1 M. MILLER FILE NAME u 1-C-H_E_CK_E_D _________ _.. BL1521084PAT2T2CC-C1 Y Ho JOB No. ,c ' 554-1521-084 A 2C ~ 1---1-----------------+---+----r-:;-A;:;;PP;;;R;;:;O;;;\IIE:;;D:----------g 1--=oA-TE~~~~~~~~~ ..... 126+00 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1"=5' FINISHED GRAOE-- 411108TH AVf:NUE N.E., SUITE 1800 BELLEVUE, WASHINGTON 98001\ T. 425.458.6200 F. 425.458.6363 vtww.parametri~.com '° en .o -st-• N l'--N 127+00 ENGINEERING, PLANNING . ENVIRONMENTAL SCIENCES PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW 128+00 15 128+50 D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. -TDA BOUNDARY RECEIViED APfi 1 7 2015 CITY OF REN'fON PiA~lN!;·~(; D1VJ:,ij::.,N 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAWING NO. 29 OF 47 PLAN AND PROFILE C11 APRIL 2015 5 --...i.~---------------..i..------.i...-----------.......... ...;.;;;;;..;;;;....., ..... ___ ......... ________ ~~----------~---------~~--------...11 a.----~---------~------------~--------------~-----______ ... ::,; a.. 0, ~ .. ~ ~ ,;; '° 0 N ri 0 'c a. <( ,; 0 "' 1: le ~ <( Cl 0 E ~ E ;.:. OJ Cl w ~ 0 ...J a.. / "' ;, 9- (.) 0 0 ~ N .,, "' 0 f- / <( ~ 00 0 .c a.. / 0 0 <( (.) / "' g U) 0, ;? ~ ...J ... <Xl 0 I "' "' i ... '° "' / 0 (.) "' C ;;: I "' "' / "' -C -~ ~ "' -" .!I!, 0 ,a; 0 (/) a.. / :0 F <( a.. N [i "' :::, '· 0 >-<( ...J I I I KC PARCEL NO. 1323049012 CllY OF RENTON l l I l l I PLAN ~ -~N SCALE IN FEET -· 0 20 40 KC PARCEL NO. 1323049020 BNSF I I /'.1,1-·~.. I t. /o··........ I t':;: //\"-~-.... /WETLAND1/2 \\ / ;f COMPLEX \ / ~ 50 ,----------___ T ___ -·'·· ··---··-·-·····1 --····--········-·······--·--·--··· 50 ' ··-··-···· ............... ______ [ .. r . .. ....................... -·--·------··---------·-·-----r-·--- 1 . ---· r·--------·--r----.. . . .... -·1 .......... --. .. 1 ········------------ i . I I : . ........... r ................. ·········----------· ... ................... T_ .................................. _.T __ ............. . I 1,1 I i --1 ------------···--!·---···-··------·-------· ---·-·-----·-·········-T----------------l-··----·-·---~-----·--· .............................. ----·-45 45 !-------------------1-------+----I--~t -! .. !----100'VC I -1· .. I I I ' . ' ' ·, 50' vc i I : PVI STA 132+47.35 I I EL=3o;,oo' J I K=1Bi91 , i I I PVI STA 12~+47.35 I I PVI STA 139+72.35 I II i ····-·-L· -·-·······-----·------···-. ··-·11_·-· ··········--··-··-···--·····-. ! 1 · . . ....... , ' '1 EL=27.7, 5' II ' EL=25.:93' ' j 150' vc I() , K=39.~8 I 1 ' ' P'yl STA 127+97. !jQ I I ~ 1 , 40 t----EL=24.58'---···ij--.................... i--··· ··········-········· ..................................... ----1---..................... ·-·----................... _ .......... -~-·-r-----·------··---------:-------------------- K=36.07 ~ I Ii '1 6 i i : .................. _ .... 40 ... ----···----------··· ------------------------···--···· ······!·-··-··- rf' ~J I ~~ I I I ;:i;ui lSf--if J----··--1-------··----·······-·[---·----j __________ ! ____ 1~1------------+----1----i -----iJ·---------~--- .. ~ -~d-1: ............................. Ji. . ...... 11 .................................. 1.. ~ ~ .11···--···--··· . I ~ ~ f ~:t~ED ~ 'i . -__ ,I _ _) r---~~ I I r I ~1--,"f 25 ~11-: .. ==----··· ···········1· 2.11% ......... r.. .......... J .. ······-··· ....... ·:··-··-· ... ·, . . ........... ............. . ............. _ .. \~-1.45% .. · ___ ! ····----........ 8+---------+--·· . ---L-................. ____________ .. J.... .. ·-----cS ~--- ! 1 I ~Q 20 l ................ ---1-·------r-----! ----·-f--···· -·· .--!----+·--l·-········---f---···--·--···· · .~. lf-- ~1~_ _ ~ ~ _~1: --~-1~ __ :1~_· ___ :lg ·-=~--· .. _ ~l~ ·--=1 _:_-_. J~--~1~----_~1~-----------------······~· § . _ _ ':I!_ ~1~ 128+50 129+00 6_ REVISIONS DATE BY DESIGNED J. DVORAK 130+00 ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 131+00 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' 132+00 I I ~ ~ l l ,-~ N i N ,.... l ~ + l ' ~ ~ ! I -...... , ..... __ --:. -~ .... ···-------· ·f.-------------~ ~a,' . -! b,oi U) l ('II I I u'it I ~~ ~, I l I 0.32%1 a I ·r ----·-· -· 35 30 ! GROUND I ------· -r--····--------r--·---·------f------+I ----.. . . . ' 25 i j l I I i I . t ............. -L ----1 I .. ·--i ·-··----·--·1 20 ~l~ ~1 00 ~I~ m!~ ml~ ~l~ m' · m 1 • • o:i!~ ojlr--ojl~ N1re Nlre ~ ~ N:re Nll~ NI~ . I I -.... ! __ ....................................... "··--· ............... : ......... -........................ ··--·-------···--........ ! 133+00 133+50 PROJECT NAME I CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. © GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1 B. @ NOT USED @ INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @) INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. e INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAW-DUTY BEEHIVE GRATE. ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET 02. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ® BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WO SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET 02. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TDA7/) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TOA BOUNDARY APR 1 7 2015 C '"'V ,,..~ ,·~,,y,,_,., ~ ~ \!,._.".,. ~< t: l'J " 'i..,Jl\l 60°/o REVIEW SUBMITTAL':(D!Vl'.ICJN NOT FOR CONSTRUCTION DRAWING NO. 30 OF 47 DRAWN 1----1-----------------1----+-----1 M. MILLER f----'-'--'-'-'=C:C.C--------11 1-----1------------------+----+----JCHECKED FILE E BL1521084PAT2T2CC-C1 411108THAVEMUE N.E., SUITE 1800 BELLEVUE, WASHIMGTON 98004 ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE Y. HO JOB No, 554-1521-084 A 2C APPROVED DA 'PRIL 2015 T. 425 458.6200 F. 425.458.6363 www.pa1 ainetrix .com GREEN RIVER TRAIL TO NACHES AVE SW C12 ::, 0.. <O 0 N ~ r'j "' 0 "' ef 0 1: C. <( :,; 0 :g LL 8 <( 0 0 E ~ .E ,: a, a ~ 0 ...J ll. ./ en ;,: 9-u 0 0 f:' "' .,, ., 0 I- ./ -0: ~ " a .c ~ a a -0: u ./ " u > V) "' _'.::), I- V) "' ...J ... co 0 I 1'i "' i ... "' "' / a u en C " I " "' / 1'l C -~ ~ " ~ u .!11, a L 0.. ./ 0 V) ll. ./ ::i I I-< 0.. ,,, 0 "' ::J ~ <( ...J L, ----- PLAN ' I I I .......................... ·····-·-···········-,..···--········--·· -·············r· -----·-·················,---~----.·-··-··-·-···· 50 I ! i 50 r---i---,-~-f I I i ·---I . i ---~,,-1-·--·-1~--~ . 45 1, ............................ ----t· -----·-·-··-·-·-··--··-----,I,____ ---- 1 ·········-········ 1 1 1 i i i 1 ... • -···--+--------·-·-·---·--···-4h•-··-··-···-·-·····-·····---··----·---t-·-··--···----------·--·--·-·-------·-·j······ I I i I ' I . 1 ·---- ------··--. --·-. · .. ii _ -·-·----· -·+ -···-·-----· · 45 I ' . I i I I ' , I I ! I 1 I ___ .. ·.I .____ _ -····r···-··-·------·-··---------------·-------------- ' ! ! 1 ,1 I : • 1 ~ ~ I 1· • • ' I <( Q • I 351 ... ·--r i · . ........... . , .... --1-·········-·-··-·····---1 ·············--···········--·-··-------l-------. 1-·-=~m 1--. · r----------~J ~----1 1-~ .. I . . . -+--i--~~r ~---! 1 ~ _J.. !-rol ---, .IL-1 1 t .l ··r········--; l. J 1. ;iw~ 25 l·· I 1 \ 1 ! i I CD ·············-··-········ -····--··-····-· ---------+--·-····-----·-·-·-----·--,---l ! , C ! j ! ~-t. .. . j r · 1.1" , I i I I !15• vc PVI ST;A 138+47.35 . EL=26.25' _____ 40 ~=19.39 I •i .. I ! -· · 35 30 . 25 I ' ! i ! L._ :r: ; , ,· I i : I Vlr-C/) ' ' I · i I x!Z i i I I I i 1 20 1----------------···· ····-····-·--··· . ··············-··-··--·--·····-·t-· ·······------------T···------- I ---! 20 r-J r---t.0 "' LD i :;:: sc1-I "' ~1 ! LO N S ro 000 .,<D . I{) .. ~, . '<t ·'"' . " . O)i • m • 0); • 01! • OJI O OJ[ • oJ • I I li) • (~,~ ······-·--'-~--~~---······=·'~ -········-········ Nf~ _______ :I: __________ ~·=· -:1:____ __Nl~ ..................... N'~---·····-··-····-·····--·· :]: ..... __ :[: _________ :~ __ :1 : ····-= ~ ··--·-··-··--··=1:. __ .... '~I~ .......... _:l~.. ~]~--------···· Nl.~-----· --=-= -........ NI~ 133+50 134+00 REVISIONS DATE BY DESIGNED J. DVORAK 135+00 ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY 136+00 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1 "=5' 137+00 138+00 138+50 PROJECT NAME I I I I I CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. © GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. © INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1 B. @ NOT USED @) INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET 01. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET 01. @ INSTALL FENCED CANOPY PER SHEET 03. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN B-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. ® INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WO SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET 02. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT . LEGEND: (TOA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. ----TOA BOUNDARY APH l 7 2015 C!YV OF Ri:i\HON Pt! .... t'!:\!lNG D!V!SlON 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRA'MNG NO. 31 OF 47 DRAWN 11----1-----------------1----+----i M. MILLER 1-------------1 11----1-----------------1----+----i CHECKED FILE N E BL 1521084PAT2T2CC-C1 411 108TH AVENUE N.E., SUITE 1800 BELLEVUE. WASHINGTON 98004 ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE Y. HO JOB No. 554-1521-084 A 2C APPROVED DA).PRIL 2015 . -----..... "·--··"··-- T. 425.458.6200 F. 425.456.6'363 www. parametrix.corn GREEN RIVER TRAIL TO NACHES AVE SW C13 iJ j !' 'j I' 11 I, / rn ~ ;?- u 0 0 ~ 40 1 ! ............................ ·r .. ··-.. ----------r-------------.... T ............................. --r----- 75· VG i j 50' v,c 0 PLAN SCALE IN FEET 20 40 _,,,-,_.'.,, _, .-,,7;,':~-· ccosc·• ·• ··,.~'·'---··-·-· -....... , ... · ····-·----·-·-·····-·········- -PV1~s=i~A~1~3·8~+~4i'=;7.~35~-PVI STA 13~+47.35 I EL=26.25'. EL=21 !25' i ...... K:el9.39 --·--··----...................................... , .................. ~".'.11,r6 ........ ---f-------........................ ------.............. _.i-, .......... :-_--·_····----~~ .. ~i5~o~·····""Jc;-,,.. ...... ~ ..... ~ ....... = ...... ~ ...... __ .... _. --+1----- J ----~ L ----~----.. L----""~0f r:: ____ ~L-----·-------- 35 i 30 ', ................. . 20 t·-------- ' 15 ! I ! 10 I IX) 0 . 00 ,n . N LL) N I IX) 'Sf-. 00 -tj-• N~ N in (IJ "' (IJ + 00 "' I -... , I i-5.ooz ············ ··-- <D N . <D n . N I"') N t£l ,,.; ................. N .. + i;1l 'Cl' I'-- .. I") NI • '"IN ,N ·---·---··----..... -.......... -........... , ...................... ----------~--................................................... 1 138+50 139+00 1 ~ 0) "' ' -' 0 { FINISHED GRADE ~ N; ......... ···········---CJ) O···-·-·-·-·-·-······--·~----··· - C',I ~~ :-' .. 'Cc, .. --,=----.... _.. . \.._EXISTING GROUND .. ~ ti" s . .. ... .. -----.. -l-......... _ ! i (OJLO · 1"' 0 . N;~ ! 2.1 % ·-··-·-·-·-·)!/ ··············-·--"·-·----............ ., ..... , ___ ....... ···-·· .. ··---. 140+00 ,. ............ ____ ,..... ___ ·-·--·----·-·-··- in ~ ~ C',I <'i ---~-J ...... _______ J ......... ____ .... _i _L ···-·-·-·-·-----........ 1 ~~ i ~ I (/JO, i ~~ i ~ ] '"T 00-, ~~ I . L.... ........ +-. . .............. -! .. --t-----.. -! ! I i ' I I I .......... ·· 1 ........................... .. --·-r-··---------·-·r I I I l .......................... ....... 0,62% L ____ ....... _, ...................... ·····----·----·-·-----... ---------r-- 141+00 B-LINE PROFILE HORIZ: 1 "=20' VERT: 1''=5' ~1------~-------------""l"------"'"I"---------=--------~----... ;;: 6 REVISIONS DATE BY DESIGNED t-'='-----t-·----------------1 ---1 ----i--~J.,_. 2:D'..?V~O~R~A~K'----------ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY ··· ······················· r · 1 -----------r------................... r ·· ...................................... T .. ___ , 40 I I I I I . ... ... I ......... 1-·-------------r--.... -------1---.. ------+·-·--·-............... ,, 35 I . , ~ I I ~ I I"'-,. ' ! I..., °' I I i st= i . .................. , .. ___ ,_+-----; r--~ , I ~~ --r--1 f' '1 ............... LL.LjL .................................................. +-.... -.... --.. ------1---. . ............................. ,.. -15::J 25 I · , I I ! .................................. 1 ..... I --········0.44% · I 20 r 'I ................... r---· .. -·----................................ _ ........ _. __ . __ ................ -------·---·--------.._! ..... .. ....... 15 o en . en 0 . N en 1~ L. 142+00 PROJECT NAME -1-~---L ________ ,_ -1,0 j; -; ~ ; ~ --~1~ _J 143+00 143+17 CIVIL CONSTRUCTION NOTES: NOTES 1-6 APPLY ONLY TO SHEET C5 AND HAVE NOT BEEN INCLUDED HERE. 0 BEAM GUARDRAIL ANCHOR TYPE 10. © GUARDRAIL CONNECTION TO BRIDGE CONCRETE BARRIER, PER WSDOT STD. PLAN C-7, DESIGN F. 0 INSTALL BEAM GUARDRAIL TYPE 31 - 6 FT. LONG POST PER WSDOT STD. PLAN C-20.10-02 AND C-1B. @) NOT USED @) INSTALL REMOVABLE BOLLARD PER DETAIL 1, SHEET D1. @ INSTALL FIXED BOLLARD PER DETAIL 2, SHEET D1. @ INSTALL BOLLARD STRIPING PER DETAIL 5, SHEET D1. @ INSTALL CONCRETE WARNING BAND PER DETAIL 4, SHEET D1. @ INSTALL FENCED CANOPY PER SHEET D3. @ INSTALL 48" CATCH BASIN TYPE 2 PER WSDOT STD. PLAN 8-10.20-01 WITH ROUND HEAVY-DUTY BEEHIVE GRATE. @ INSTALL CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. @ INSTALL TYPE 1 REST STOP. SEE DETAIL 2, SHEET D2. @ INSTALL PVC STORM SEWER PIPE 12 IN. DIAM., LENGTH AS NOTED ON PLANS. ® BLACK VINYL CHAIN LINK FENCE WITH TOP RAIL TYPE 6 PER WSDOT STD PLAN FS-2. @ INSTALL GRAVITY BLOCK WALL. SEE WP AND WD SHEETS FOR DETAILS. @ INSTALL CEMENT CONC. DRIVEWAY TYPE C1 PER COR STD. PLAN 104 AND 104.2. SEE PROFILE ON SHEET D2. GENERAL NOTES: 1. SEE SHEET CS1 FOR TYPICAL CROSS SECTIONS. 2. SEE SPECIAL PROVISIONS FOR ROOT PRUNING AND DE-LIMBING OF TREES OR SHRUBS ALONG THE TRAIL ALIGNMENT. LEGEND: (TDA#) DRAINAGE THRESHOLD DISCHARGE AREA ID NO. TDA BOUNDARY flfEC!:iVED APR 1 7 2015 Cll'Y Of' l<ENTOI\J PL:l.~·::·;~i;·,;:;: DtV;SJ1Ji1J 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAWING NO. 32 OF 47 " 11---+------------------t-----t----l M. MILLER FILE NAME ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A PLAN AND PROFILE o ~C-H-E-CK_E_D ________ __,, BL1521084PAT2T2CC-C1 4111D8THAYENUEN.E.,SUITE18:JO y HO JOB No. BELLEVUE, WASHINGTON eaoo4 ,.:: • ---+------------------+----+--------jr;:;;;;;;;;':;;;;;;----------1 554-1521-084 A 2C T .. 425.458 .. 6200 F .. 425.458 .. 6363 :::, II---=~~----~--~-11 C14 0 APPROVED DATE wwwp,rnmetci,.oom GREEN RIVER TRAIL TO NACHES AVE SW ; n...-....i.-----------------..._ ___ ..._ __ ,.,1,, ____ =------.....11 11..,, ..... A ... P .. R;;;IL;;;,.;;2;;.;0 .. 1..,5==---..ii..----------------------------~--------------...11 "'=-=-------------===-------=-=---------------------_. .. ______ ... / "' " 9-g D ~ N SIGN SCHEDULE SIGN NO. PROPOSED LOCATION DESCRIPTION MUTCD SIGN STA OFF 1 SEE SHEET TS1 CROSSWALK D3-1 2 SEE SHEET TS1 CROSSWALK D3-1 3 C 4+46 STOP HERE ON RED R10-6o 4 C 5+38 STOP HERE ON RED R10-6o 5 SEE SHEET TS1 CROSSWALK -STOP ON RED R10-23 6 SEE SHEET TS1 CROSSWALK -STOP ON RED R10-23 7 SEE SHEET TS1 BICYCLE/PEDESTRIAN SYMBOL W11-15 8 SEE SHEET TS1 BICYCLE/PEDESTRIAN SYMBOL W11-15 9 SEE SHEET TS1 TRAIL CROSSING W11-15P 10 SEE SHEET TS1 TRAIL CROSSING W11-15P 11 A 13+70 SIGNAL AHEAD W3-3 12 C 5+00 BIKE ROUTE D11-1 13 B 100+56 BIKE ROUTE D11-1 14 C 2+51 BIKE ROUTE D11-1 15 C 5+00 ARROW M6-1 16 B 100+56 ARROW M6-1 17 C 2+51 ARROW M6-1 18 B 100+50 EXISTING TRAIL SIGN N/A 19 B 142+97 EXISTING TRAIL SIGN N/A 20 B 143+ 15 NO DUMPING N/A 21 B 143+ 15 NO STOPPING OR STANDING N/A NOTES: 1. MOUNT ON MAST ARM, PER CITY OF RENTON STANDARD PLAN G011. 2. MOUNT ON SIGNAL OR LIGHT STANDARD, PER WSDOT STD. PLAN G-30. 10-01. 3. FLUORESCENT YELLOW-GREEN BACKGROUND. 4. ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL 2, THIS SHEET, UNLESS SPECIFIED OTHERWISE IN THE REMARKS. 5. SEE PLAN AND PROFILE SHEETS FOR SIGN LOCATIONS. SIZE -X 9" -X 9" 24 "X30" 24 "X30" 24 "X30" 24"X30" 30"X30" 30"X30" 24 "X18" 24 "X18" 1 8"X 18" 24"X18" 24"X18" 24"X18" 12"X9" 12"X9" 12"X9" N/A N/A N/A N/A A-LINE AND B-LINE INTERSECTION GRADING PLAN POINT ELEVATION NORTHING EASTING 200 28.31 176555.06 1290767.16 201 28.31 176542.07 1290767.53 202 28.57 176527.76 1290770.99 203 28.57 176529.16 1290776.83 204 28.57 176530.57 1290782.67 205 28.31 176540.86 1290783.02 206 28.12 176548.83 1290786.71 207 27.94 176554.94 1290793.02 208 28.06 176559.94 1290789.70 209 28.18 176564.95 1290786.39 210 28.25 176559.42 1290777.00 211 28.18 176551.88 1290780.55 ~ 11---..----~---------..---'""1""------------r--~;;;;;;;;;r-, cf: 6, REVISIONS DA TE BY DESIGNED J. DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY "' ll---+-----------------t----1---1 M. MILLER FILE NAME o 1-C-HE-C-KE-D--------1 BL1521084PAT2T2CC-C1 Y Ho JOB No. "' . 554-1521-084 A 2C POST SIZE/TYPE REMARKS -SEE NOTE 4 N/A SEE NOTE 1, BACK TO BACK WITH SIGN 2. N/A SEE NOTE 1 • BACK TO BACK WITH SIGN 1. 4"X4" / WOOD 4"X4" / WOOD N/A SEE NOTE 1. N/A SEE NOTE 1. N/A SEE NOTES 2 & 3. N/A SEE NOTES 2 & 3. N/A SEE NOTES 2 & 3. N/A SEE NOTES 2 & 3. 4"X4" / WOOD 4"X4" / WOOD 4"X4" / WOOD N/A NOTE 2. 4"X4" / WOOD 4"X4" / WOOD N/A NOTE 2. 4"X4" / WOOD EXISTING SIGN, NEW POST. N/A PROTECT IN PLACE 4"X4" / WOOD EXISTING SIGN, NEW POST. N/A ',, REMOVE AND DISPOSE . -----F-----F , --· -······ ·····----..... -102+00--·-B-LINE-~---..... --1 -----------"·-,------~ ---- \ \ I I I / / / -·~~~~·~~~------·--·-·- ""' 8' .. _ 202 A-LINE AND B-LINE INTERSECTION GRADING PLAN DETAIL CD 1 "= 1 o· 1 1;· -K, ,_,p· c, ··" < ( 1, 1" ---6 - ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES 411108THAVENUEN.E.,SUiTE1600 fJELLEVUE, WABHINGTON 98004 T. 425.458.6200 F. 425.458.6363 w-.vw .parnrnetnx.t:orn -~--.. -- PROJECT NAME • 0 I "' SIGN PER PLANS AND SPECS. 4x4 PRESSURE TREATED FIR POST. INSTALL W/ CRUSHED ROCK COMPACTED BACKFILL. PROVIDE 4" COMMERCIAL CONCRETE CAP WHEN INSTALLED IN ASPHALT SURFACE. 3" 1YP. 3'-0" MIN 6'-0" MAX. b . I a.. in ~ • 0 I "' 1rr"1n 11---TTT! I "'" /11>:(ld 11 ; I : -rl ;_! i l;i=: 1 _: ,.,..,..I I r:-:1-_l l"TI'."Jl!!!' ~.-.1!!!111 ~I I !llll!I_ I ~11~. !lif!!!ll l::~J!l'/ll~.-, ,'.".":I ! :ID, , ,:-c\!jil=- --=: : = -i----'AS-"",,'PH.,,,,,AL=T~--i l-<111/1<(1~: : :u ~ct==t:c-,ii"!, ,,l_:,311, Llr POST-MOUNTED SIGNAGE NOTE: 1 , USE 7' MOUNTING HEIGHT FOR TRAFFIC SIGNS. TRAIL NOTE: 1. STAKE SIGN LOCATIONS FOR APPROVAL. 2. SEE THIS SHEET FOR SIGN SCHEDULE. SIGNAGE DETAIL NOT TO SCALE ,..-,.---···· I ., ~·---~ - APR 1 7 2015 ClP/ OF Rl]\l'fON P!..Arn'·HN\; !W/:SlON ---------60°/o REVIEW SUBMITTAL LAKE TO SOUND TRAIL SEGMENT A NOT FOR CONSTRUCTION SIGN SCHEDULE AND GRADING DETAIL DRA'MNG NO. 33 OF 47 C15 GREEN RIVER TRAIL TO NACHES AVE SW ~ l--+----------------f----+--l-;A-;;;PP~R;:;-;OVE;;;D:;--------1 DA'PRIL 2015 _J 11....-..1----------------..i...--..... --""------..... ---m.......;.;;,.;.;;.;;..;;;;;;.;.;.._ ..... __ ..... _________________________________ _... ------------------..... _____________________ .......... ___ ..... / ' • ,, ' ., - PLAN ~ --"' SCALE IN FEET l"I ®® 0 21,22,61 ,62 LED VEHICLE 46,47 LED COUNTDOWN PEDESTRIAN SIGNAL DISPLAYS [CROSSWALK) D3-1 (MOD) BLACK ON YELLOW [ill] 0 CROSSWALK STOP ON RED • R10-23 liill SIGNS t ..... -..... --------------..... --""I""'------------r--~;;;;;;;;;;;r-, ~ I:::,. REVISIONS DATE BY DESIGNED S. SCHOTT ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY ll---+--------------+----+-----1 K. BRAATEN FILE NAME f'i 1-C-HE-C-KE-D--------11 BL1521084PAT2T2CC-TS1 Y Ho JOB No. "-' ' 554-1521-084 A 2C ~ 1---1----------------1----+--t-;:A;:;;:PP;;;:RO;;;:V;;:;:ED;--------1 11-~DA-=TE~~~~~~~-. -· 10 20 W11-15 TRAIL X-ING W11-15P fili§] 7 9 ON POLE ABOVE HEAD NO. 62 ----- _j I 411 108TH AVENUE N.E.. SUITE 1800 BELLEVUE, Wi\BHINGTON 913004 T. 425.458.6200 F. 425.458,G363 www.parametrix.com --- ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES --:,;;;;_...-e .. 3~--....... ~ .................. -·- --- . - POLE/ NOTE NUMBER POLE TYPE 0 Ill @ Ill 0 PPB-MOD. ( 1) 0 PPB-MOD. ( 1) ~ :;;__:o,,ii,:t, ... ~ STATION 15+94.0 15+40.0 15+94.0 15+45.0 NOTES: 0 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE Ill SIGNAL POLE WITH 15 FT MAST ARM AND SIGNAL EQUPIMENT PER SIGNAL STANDARD DETAIL SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. @ CONSTRUCT FOUNDATION AND FURNISH AND INSTALL TYPE Ill SIGNAL POLE WITH 25 FT MAST ARM AND SIGNAL EQUPIMENT PER SIGNAL STANDARD DETAIL SHEET AND SIGNAL POLE EQUIPMENT SCHEDULE. 0 CONSTRUCT FOUNDATION AND FURNISH AND INSTALL MODIFIED TYPE PPB POLE WITH SIGNAL EQUIPMENT PER SIGNAL POLE EQUIPMENT SCHEDULE, WSDOT STD PLAN J-20.11-02 AND DETAIL 5 ON SHEET TS4. 0 NOT USED © CONSTRUCT COMBINATION TRAFFIC SIGNAL CONTROLLER/ELECTRICAL SERVICE CABINET FOUNDATION PER DETAIL 1 ON SHEET TS5. PROVIDE AND INSTALL ELECTRICAL SERVICE CABINET PER COR STD DETAIL 122.1 AND BREAKER SCHEDULE ON SHEET TS4. PROVIDE AND INSTALL TYPE M TS2 TYPE 1 SIGNAL CONTROLLER CABINET WITH SIEMENS M50 CONTROLLER AND ASSOCIATED EQUIPMENT. © PROVIDE AND INSTALL CONDUIT, SERVICE WIRE AND RISER ON EXISTING PUGET SOUND ENERGY (PSE) POLE PER PSE STANDARDS FOR SERVICE CONNECTION BY PSE (DESIGN TEAM TO CONFIRM WITH PSE PRIOR TO 90% SUBMITTAL). 0 REMOVE AND SALVAGE EXISTING LIGHT POLE. REMOVE FOUNDATION, JUNCTION BOX AND WIRING TO ADJACENT JUNCTION BOXES. © REMOVE EXISTING JUNCTION BOX AND ABANDON CONDUITS. © INTERCEPT EXISTING ILLUMINATION CONDUIT AND EXTEND INTO NEW JUNCTION BOX. RESTORE EX ILLUMINATION . @ ENTER NEW CONDUIT INTO JUNCTION BOX. SPLICE NEW WIRES TO EXISTING IN EXISTING JUNCTION BOX. REMOVE WIRES AND SWEEP FROM ABANDONED CONDUIT. SIGNAL SEQUENCING OPERATION STEP VEHICLE PED SIGNAL TIME VEHICLE SIGNAL REMARKS SIGNALS i ~ SOLID HAND -DARK UNTIL ACTIVATED \ ~~ FLASHING YELLOW UPON 4. SOLID HAND 3 ACTIVATION ,. -~'~ . ... 3h . ''•'·'c''.'',~ .. ';.·_ .. ,.-SOLID HAND : _,. --'• ii' :f'' '-' SOLID YELLOW VEHICLE .•-~ CLEARANCE '. ' 4 " PEDESTRIAN 7 SOLID DOUBLE RED WALK INTERVAL 5 ~~ PEDESTRIAN 20 ALTERNATING FLASHING CLEARANCE INTERVAL DOUBLE RED 6 ~ SOLID HAND 60 DARK AGAIN UNTIL ACTIVATED, MIN TIME UNTIL NEXT ACTIVATION NOTES: 1. IF THE HYBRID PEDESTRIAN TRAFFIC SIGNAL GOES INTO FLASH, THE PEDESTRIAN INDICATIONS SHALL GO DARK AND THE VEHICLE INDICATIONS SHALL FLASH YELLOW IN BOTH DIRECTIONS. 2. 1/0 MAPPING AND ASSIGNMENT OF LOAD SWITCHES TO IMPLEMENT THE ABOVE NOTED SIGNAL SEQUENCING SHALL BE PER SIEMENS/SEPAC RECOMMENDATIONS FOR THE HAWK PED SEQUENCE. SIGNAL POLE EQUIPMENT SCHEDULE VEH SIGNALS PED SIGNALS PEDESTRIAN PUSH BUTIONS OFFSET EVP TO POLE MTG MfG MTG SIGN DETECTOR QUANT. QUANT. TYPE QUANT. LUMINAIRE CL(FT) TYPE TYPE TYPE CODE 8.5 RT 1 1 L (ff61) 1 B APS 1 PPB-M Rl0-3e(R) 150W HPS 1 I( (ff62) MC3 10.0RT 1 1 L ( 1121) 1 B CONV. 2 PPB-MR Rl0-4001 15DW HPS 1 K (1122) ( 2) Rl0-4002 MC3 7.0 LT CONV. 2 PPB-MR Rl0-4001 ( 2) Rl0-4002 6.2RT APS 1 PPB-M R10-3e( L) (1) SEE DETAIL 5 ON SHEETTS4 ' (2) CONVENTIONAL H·EXTRUSION ASSEMBLY PER WSDOT STD PLAN J-20.26-01 RfC£:!Vf:O 60°/o REVIEW SUBMITTAt3112015 NOT FOR CONSTRU0-TI~~lj;;~;'.·(~5~N PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW SIGNAL PLAN DRA'MNG NO, 39 OF 47 TS1 APRIL 2015 :s ................ _____________ ..... __ ..... _ ..... _________ .......... ...;.;,;.,;,;;,;;..;;;;;...,. .... ___________________ ....!I, __________________ ...... -----------------------------------------..1 .. ____ _ VEH SIG 11 ~ rn~~ it-G 613 G 614 ~ B i616'rW COIL AT END OF MAST ARM ® VEH SIG 31/81 R_H6i3f1-R AH 682 ~o t-1H-~~~ t; fGh633 1 BL I 634 B 636 W COIL AT END OF MAST ARM VEH SIG 51 COIL AT END OF MAST ARM VEH SIG 71/41 641 R - -------- 642 0 643 G 672 I W 673t-BL I 674 t-B i-676f-W COIL AT END OF MAST ARM ® VEH SIG 61 66[rR 662 i-0 '6_63f" G 664 ,B 666_/--W VEH SIG 82 --_ ---' 681 , R -682 1 O l ~~~t~ 686 W -.. - VEH SIG 21 VEH SIG 42 R 0 G B w VEH SIG 22 621rR 622 0 lG 623 G -~.,.~· 624 ··s 626 :-W 1-5C 1-5C 1-5C 1--5C POLE 0 1-5C 1-7C r--1==W-: 686 "631 i----WB--t 632 1----BL -l 633 634 636 W-----1 R 0--1 G- B--1 W--1 R 1-5C 1-5C 1-5C 1-5C 1-5C 1-7C 1-5C --- R , SP21 O-iSP22 G-iSP23 ~~~i: 0 G B w- POLE (D POLE 0 641 R---. 64 2 r O -----1 543·-~G--1 644 i-B -----1 646 '--W--1 671 R~ 672 r0--1 673 i-G--1 674 !-B 1676-· w R_:SP41 R O:_~P42 0 G-iSP43 G i-:-----. - B-+SP44 B w--{fil:>,i.5-i--w POLE© PED SIG 67 ~;~d 763 766 767 PPB67 PPB66 R-~ G---1 W---1 0---t B---1 (Ht~!~ w8: =-1 PED SIG 26 1 __ 721 ~R n-.Wz--{_ G--1 _______ [ 723' W---< 726 0-----t 727 B---1 PPB26 Q=Hm=~ iE ..... -..... ----------------"'I""'-....,.---------..... r---;;;;;;;;;:r-, ;{: /::,. REVISIONS DATE BY DESIGNED ------------1 ----i------i-~C::_, _::!S~CH~O:'.!T.!_T _____ __. ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY "' 1---+---------------r----i-----; K. BRAATEN FILE NAME ~ 1-C-HE-C-KE-D----------1 BL1521084PAT2T2CC-TS1 Y Ho JOB No. ;.: . 554-1521-084 A 2C ~ l---l----------------l----+-----1-;::AP;;;::P;;;;RO:;,VE;;:D;--------. 1--,.,,DA""TE~~~~~~~----fl EVP DET C 590 0 -+-=c-~ 591 Y 592 BL EVPDET D 1 · ~tffi1=~ L, _589 f-BL EVP DET B i 581 0 ~c::;~1 5~8i Y 583 BL CAMERA vc CAMERA VD CAMERA VB CO-AX 1-3C/S 1-5C 1-2C/S 1-5C 1-5C 1-5C CO-AX 1-3C/S 1-5C 1-2C/S 1-5C 1-5C 1-5C 411 103TH AVENUE ~J.E., SUITE 1800 BELLEVUE WASHll'IGTON 98004 T. 425.458.0200 F. 425.458.6363 www.parnmet1ix.com FROM CONTROLLER ~ CO-AX 1-3C/S 1-5C 1-5C 1-5C 1-5C 1-5C FROM CONTROLLER A FROM CONTROLLER PED SIG 66 A 761 R---. -----------762 G---1 ---- 763 W---1 766 0-----t 767 B---1 -R--t~611 -0---i 612 -G-f 613 -B....l 614 -w 616 -R e--6~2~1~_.,__ _ ___,_ I -0 622 -G 623 -B 624 -w 626 -R f----'6c=3~1----IS--+---1----, -0 -l__J532 -,_ -G -53"=3~>--<I ~ -B ' 634 I ;;; -w 636 -R f------'6~4~1----IS--+----+- -0 642 -G-f 643-" . ---------B, 644 -w-r 646 -R __;-----"6-"5"--1 ---14-+-----l--- -O -j652 -G-653 -B 654 ---w 656 661 62 3 4 6 SP13 : SP14 i SP16 i I SP21 __ __ i -SP:.t:[ ·· 1 SP23 SP24 SP26 SPJ1 SP32 SP33, $PJ4-- uP36. SP41 ] SP42 i -------------- SP 43 --- SP44 c:.o L() : "Q 1"' .~ ! SP46 ________________ L.-- PED SIG 87 VEH I CLE SIGNALS R-~ G---1 W---1 786 0-----t 78J_r B----t PPB87 CJ ~~6~~=i..__~~1_-5_C_ I 1-2C/S 1-5C POLE© PROJECT NAME ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW CONTROLLER TERMINALS "II:, "!!::,Tl ...J 0::: ! <( a! ~ i-I Lu ::;;; (.) VJ ~ ~ <( Lu :J:: a Q -581 le) 582 "Q -<( ~ -583 "Q -0 -Y -BL tlM__ I " rr< "Q 585 Cll 'St- ....; 586 X "Q -r sa1 \0 ' 588 (.) "Q ' ' -! 589 -X ,- "Q -0 -Y -BL -0 -Y -BL ~ 590 co ....l 591 a "Q _; 592 ->-< r,-j , __ -----------_',.,_..., -~ -0 -Y -BL E. V.P. DETECTORS = R • 721 = G --t 722--"-= w_; 723 -~ ~ = 0 :::; 726 C'l = B 727 741 :-' 742 ~ _ ]43 I ___ _ 746 r--14'1 - = R:::: 761 = G =i -762 = W :::;763=-----+~, = 0 =j 766 _ = B, 767 = R 781 =G • 782 = W=J__783 = 0 =J-_786 __ =a, 787 PEDESTRIAN SIGNALS -B -w =B =w - - "II. l ....J <( ::z: ' ~ ' ~ ' 501 ------ 502 X POWER PEDESTRIAN PUSHBUTTONS PREEMPT WIRING CODE ORANGE 24 VOLT YELLOW CALL BLUE GROUND TERMINAL CODING rgj CONNECT TO NEUTRAL BUSS 0 CONTROL SIDE TERMINAL CONNECTION i8J CONNECT TO DETECTOR COMMON BUSS D SPARE PPB86 (] I ;~6 ~ ~=iL ____ _,__ L 1-2C/S POLE© FROM CONTROLLER A FROM CONTROLLER PPB27 ~i--f7241-B~ A \j-[Z2[}-W L_ ___ _,__ _ 1-2C/S POLE 0 FROM CONTROLLER f)l t~S\ .,~~ I"> r"' it,;. .,..,, • ~ -\t it,.. &J APR J. 7 2015 60o/o REVIEW SUBMITT,,1~cw !'lEHTO!ll NOT FOR CONSTRUCTtl@N,1ir.r:s1mJ DRAWING NO. 40 OF 47 SIGNAL WIRING DIAGRAM TS2 APRIL 2015 5...__ .... _____________ .... ____ ....,. __________ 1,,.....;.;;.;,;.,;;,,,;_,;,;..,.. ___________________ .!I,,,,, __________________ ...... _________________ ..... ___________ ...., __________ ..... ____ .., ::, [L N N 0 -N "' 0 N ri 0 'C a. < s; 0 "C ·c L,_ CJ r < Cl C ·"-0 L 0 > " ;.: (D Cl w r f--- 0 _J ()._ / "' 3 3-u 0 0 i::' N .,,_ " ~ < V " a .c 7 0 0 < u / "' " > (/} en o, / f--- (fl N _J + "' 0 I " "' I + "' ,. 0 (.) "' ·" " I " "' / " ~ C .'! 9- "' v ·"-0 L > 0 (/) > ::i t < ()._ "' (fl f--- ,:.: ::) 0 >-< _J , DEGREES CLOCKWISE TO TYPICAL ATIACHMENT POINT FROM o· -~ TYPICAL E1 SIGNAL ARM ATIACHMENT POINT-~ POLE ORIENTATION ANGLE (POA) DEGREES CLOCKWISE FROM OFFSET LINE TO O' POINT --../ 0 go· BASE PLATE 0 ALL HANDHOLES AT 180' CONSTRUCT COLD JOINT 4" BELOW TOP OF FINISHED GRADE TO ALLOW MONOLITHIC POUR OF SIDEWALK OVER TOP OF SIGNAL POLE BASE (TYP WHEN SIGNAL POLES ARE LOCATED IN SIDEWALKS). 3/4" CHAMFER, NO CHAMFER IN PAVED AREAS " CONDUIT EXTENDS 1 1 /2" ABOVE BASE ANCHOR RODS AND Pt.ATES PER MANUFACTURERS SPECIFICATIONS l 4 EA) 2"NOM. GROUT PAD WITH 1 /2" DRAIN HOLE FLUSH IN PAVED AREAS 1" MIN.-2" MAX. NOTES: MOUNTING COUPLINGS INSTALLED BY FABRICATOR AT OFFSET DISTANCE INDICATED IN CHART. FIELD INSTALLED. LEGEND a VEHICLE SIGNAL HEAD b TRAFFIC SIGN c STREET NAME SIGN d PREEMPT DETECTOR AND LIGHT e NOT USED f ROADWAY LUMINAIRE 9 PEDESTRIAN SIGNAL HEAD h j k I TERMINAL CABINET PEDESTRIAN PUSH BUTION ASSEMBLY HANDHOLE VIDEO DETECTOR CAMERA DECORATIVE PEDESTRIAN LUMINAIRE C POLE <t -----, ---------: CONDUIT PER PLAN WIDTH OR DIAMETER f i- t l D D STD PLAN POLE ORIENTATION AND ATTACHMENT POINTS -DETAIL --··· - MOUNTING ------' ' MAST ARM ' PER POLE SCHEDULE TABLE PLAN MAST ARM POLE FOUNDATION · DETAIL g g ITT~--. · 11 'b I I I JI ~rl TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD POLE SCHEDULE 0 I 0 J ALL DIMENSIONS AND ORIENTATIONS SHALL BE FIELD CHECKED BY THE ENGINEER PRIOR TO INSTALLATION. B1 a 82 b 86 83 ---a B4 k 85 b -----------·- 87 a I p 88 89 810 a a ---- p E ,c-1-~ j Cl or b F --, I I ' ~1 i . _ SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE '-t-~ ----~ i I -------~ 40' 45' 50' 53'-150 a TYPE 1 VEHICLE HEAD STANDARD ' .. MIN. i MAX. MIN. i MAX. MIN. 3 SECTION 12" ·. 16.5 i 17.5' I 16.5 119.2' 16.5 r ·-- I ~· SECTION_ 12"_1_6.5 17.0 16.5 18.0' 16.5 ------ SECTION 12" 116.5 17.0' 16.5 17.5' 16.5 ---------------~-I I MAX •. · 20.9' ----------- 19.7' 18.5' .... . I . MIN. IM AX. 2.0' 16.5 ! 2 ' -------~-- 16.5 2 o.~·-: I I ------r- 16.5 I 1 9.6' 1 i :! G i~~-~--1==--i G II g ! -c--1-t--,-,-C ' !H ! ! -~-----' ---~ h I • f co LIMITS OF VERTICAL CLEARANCE REQUIREMENTS --.1 --· I ': 8 ;.... :o L 2·-0· . ; ;;, MIN LJJ _____ _ ___________ RO_A_D_W_AY ______ ------------A--__ _ TYPE 2 MAST ARM SIGNAL STANDARD TYPE 3 COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD \_ CURB OR EDGE TYPE SD OF SHOULDER SPECIAL DESIGN ----------------------------------- FOUNDATION ---------------- I I I I ' I -1 <: ' NO FIELD LOCATION TYPE HEIGHT(FT) ' ------ SIGNAL MAST ARM DATA _____ ! LUMINAIRE JE-~t--~-~E_·_IC-86-To-+ __ \_~-A~lH_-r_aE_N~1---_.~---_!_·)ci 81-0--+--. _rn_ .. ...jf---8-1 ---+-8-2-t~oAD,~~ \~;_[!} " ,-,o-_ ~m~ .. ARI!) POLE ATTACHMENT POINT ANGLES (DEG) DEPTHS(FT) SEE NOTES Di LENGTH ' 0 I STATION OFFSET(FT) LT RT POA A1 A2 ' I I 4+91.1 X 12 TBD 15 I· J.---1 18.5 0 4+92.4 27.5 X 0 25 ------ I 3 4+ 71.2 15.1 X 0 ' ' ' c------- ' I 4 4+90.5 -L 19.0 X ' 0 ' ------------.. ----------------- /\ REVISIONS DATE BY DESIGNED t_;;,, ------------t---t---J-__:::C::_, ~SC~H'..':!O'...'...TTi__ ____ --J DRAWN 1----1----------------t-----t------l K. BRAATEN ----------II 1----1----------------t-----t------l CHECKED Y. HO APPROVED OFFSET DI ST. (FT) _(~} 81 I B2 83 84 14 13 : • I -------- 24.5 i 22.51 16.5 ---- I ---t---------t--f-----tt-- ' --_i ____ _ ---+----+---+---•----------- . [ I I ' ~-~-~-+---+---~~-~--~--L---------------~-- ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY FILE NAME BL1521084PA T2T2CC-TS1 JOB No. 554-1521-084 A 2C DA1APRIL 2015 411 '108TH AVENUE N.E, SUITE 1800 BELLEVUE, WASHINGTON 9BOQ4 T. 425.458.6200 F. 425.458.6363 v.ww.parametrix.com ' ' .. I ' I -t---t----------------t---=--· ---0 1° D _ _i E ·9=t2--1!of g~ r ·G2_ -I !:;g ~-- I 270 --- 0 : 0 PROJECT NAME LAKE TO SOUND TRAIL ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW H -------- - ------ I2 3'RD 4'RD - - I1 l ··- i --~' i -------, . ' ---.. -~-,-d ' -. ---- i '---- -------- - tiECE!VE.D APR 1 7 201:i 60°/o REVIEW SUBMIT(J!,XLt' m:tJro~J NOT FOR CONSTRuc'1"i'oKf"1's:)ei DRAV>1NG NO. 41 OF 47 SIGNAL POLE SCHEDULE AND DETAILS TS3 :;; [L "' 2 N 0 ~ /-.i "' 0 N ri 0 "E C. < ,:, Q u ·c "- w I-< Cl C .'1, 0 L Q > " ;.: CD 0 ~ 0 _J [L TOP OF POST PEDESTRIAN PUSH BUTTON POST FIELD DRILL AND TAP FOR 3/8" BOLT FIELD DRILL AND TAP FOR 1 /2" CHASE NIPPLE PEDESTRIAN PUSH BUTTON POST "' 1 /2" DIAM. SCHEDULE 40 STEEL PIPE 1 /2" STEEL BASE PLATE GROUT PAD "' INSTALL AFTER PLUMBING STANDARD ~j <J ,j " " " <J 4 . <J ,j 4 <J • 0 N <J " <J . 4 <I <] <I ,1 ,j <I <I ,j 4 ,j 4 <I 4 ,j <I t <I 4 4 <] POST DETAIL NO SCALE <J 4 " <I d <l <J 4. " <14 ,j 2 1 /2" PIPE CAP N CD <l,j ,1 <I 4 <J &l <I . <J 4 4 ,j <14 1 /2" DIAM. STEEL HEX NUT, WITH 1 1 /2'' FLAT WASHER, 2 EACH REQ'D PER ANCHOR BOLT "' MINIMUM OF 2 THREADS ABOVE TOP OF NUT OR 5/8" MAX (TYP.) CONDUIT COUPLING "' INSTALL FLUSH WITH TOP OF FOUNDATION <I 4 <I TOP OF FOUNDATION ,1 . ,j <J <I 4 ,'.' 1 / 4" PREMOLDED JOINT FILLER <J ADJOINING SIDEWALK (TYP) ANCHOR BOLT (TYP.) "' 1/2" x 18" FULL THREAD, ASTM F1554, GRADE S.S. NUTS, MSHTO M291, GRADE A, WASHERS, ASTM F884 OR ASTM F436 ,j . <I . <J <J . ,1 <J COMMERCIAL CONCRETE ANCHOR BOLT TEMPLATE (TYP.) 1/2" HEX NUTS, STEEL, 4 REQ'D. ,.., PER ANCHOR BOLT FLAT WASHERS, 4 REQ'D. "' PER ANCHOR BOLT 1 " DIAM. ELECTRICAL CONDUIT 6" 2' -O" DIAM. (FOR ROUND FOUNDATION) 1' -6" (FOR SQUARE FOUNDATION) FOUNDATION DETAIL NO SCALE 5/8" DIAM. HOLE (TYP.) 4 1/2" DIAM. BOLT CIRCLE PEDESTRIAN PUSH BUTTON POST 1/8 3/16 1" DIAM. HOLE (TYP.) 4 1 /2" DIAM. BOLT CIRCLE 5" 2 1/2" 1 /2" STEEL PLATE BASE PLATE DETAIL NO SCALE ANCHOR BOLT TEMPLATE 1 1 /2" DIAM. HOLE 1 1 /2" 1/4" STEEL PLATE DETAIL CD NO SCALE PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A I I I I • r.o I ;i. I I I I A= I I r NOTES r PIPE CAP APS PUSHBUTTON - ~) - - I =+. I STATION ._ __ 'to I ·n . X 0 a::: [L [L <( FG AT WHEELCHAIR ACCESSIBLE ROUTE 1. DETAILS SHOWN FOR PPB POLE. SIMILAR TYPE 1 OR TYPE PS POLES. SEE WSDOT STD PLAN J-21.10-04 FOR ADDITIONAL DETAILS. ELEVATION DETAIL NO SCALE APfi 1 7 2015 1CffY (Jf, f:£EN1YJN 60o/o REVIEW SUBMITT-AL:;r:,rnv:,KJN NOT FOR CONSTRUCTION DRAv.1NG NO. 42 OF 47 I 30· I • FINISHED GRADE IE 22.94 ··· ·-···········-·· r 50' XISTING GROUND --- I ····-·---/-······· -----·-·--·--··j 30' / i ; I ! . -STREAM BED -r,, I I I 20' [ ............................................ -....... -........... ·-·-··-----------·--~· _ .. _ ............... ---~· ............ _ ............................................... 11-............. -----·-·-----·······--···· -, 20' n ~ I N N I i II 11 ' 1 I __J __J I I ~ ~ I I 6" LEVELING I 1 --} PAD(:C) ___ --------t-~~~ .. ~~VE~~Nr --------110' I I . ' ! '11 I ~I w! Ni ~1' I NJ N. ' l ! L_ ___________________ , ___ L_~--~-----··-"'-""'···-···--><M,•-------·---,···-···--·····-L _________________________________ ·--··· ·"·---,-----------·-··-·-·--·-··-·---L---· . .............................................................. . ....................... , STA 125+95 (FACING WEST) PROFILE HORIZ: 1 "= 1 O' VERT: 1 "=5' i!: ..... '!'""""I"'"'-------------..... ------,.----------r--~;;;;;;;---, ~ ~ REVISIONS DATE BY DESIGNED C. BUITRAGO ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY 11----1----------------"'l-----l----l M. MILLER FILE NAME Cl 1--------------1 GRAVEL BACKFILL FOR WALLS~- LEVELING PAD 8'-4" TRAIL SURFACE CSTC (VARIES) •• . . _,, . ., ....... ,.,, ........ :-~--•.... , ...... , ......... ,. .~ .. -... . . . .. 1' MIN STREAMBED MIX 3' -4" SECTION NO SCALE PROJECT NAME ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES "' CHECKED BL1521084PAT2T2SD-01 Y Ho JOB No. 411108THAVL::NUEN.E.,SUITE1800 ~<I ' FENCE NOTE 1 2 ~" HMA CL 3/8" PG 64-22 CEMENT CONffi CURB, TYP V .i ~r ~,\ ~!;~:·(~:~·~"~ .. '.._..:;,•-~\·-.. '",t ;_; :---,• "i r.,_, ,.;. :,• -·:. .. :;, (~'<:' .:<" ..... ?>.:·.~::: .. ; • • -.~,~-,., .. , .. .. . . . . .,.. . ,: .. ~ . < . . TOP OF CULVERT 1/2" R . <l"'. .,· a"'· . .:I <l.,, ·,:i ., <1 ·: " ,, " CSTC (VARIES) CULVERT COVER DETAIL NO SCALE . -2'."":•,,.c:""1f'1 /2" - ' 5 1 /2" 1 " 1 " • co I • st <I ·~ <I I. 8 , 14" • I CEMENT CONCRETE CURB R DETAIL Cf\ NO SCALE TRAIL NOTE: ANCHOR CURB TO CULVERT LID OR CAST AS ONE UNIT 1. PLACE FENCE POSTS ON EITHER SIDE OF CULVERT. DO NOT CONNECT TO CURB. •'2; ,--,;-·' > .'._ ,, APR 1 7 2015 C ,.,v ,;,; r,;;c·,a·ro" ~l ({ Vf hr,-ho" !':1 60o/o REVIEW SUBMITT-~l::''~1v:s.:m NOT FOR CONSTRUCTION DRAWING NO. 34 OF 47 LAKE TO SOUND TRAIL SEGMENT A CULVERT DETAILS SD1 1-::," I ---1--------------_j~---1----t-:-;;;~' ::::.=-----------1 l-=-=5;_:5,1:_-1,5c:21--'Q.,8,1-'~"-.£.Q...'--I BELLEVUE. WASHINGTON 98004 I-T. 425.458.6200 F. 425.458.6363 ~ APPROVED DATE wv,wp,rnm,t<i,.com GREEN RIVER TRAIL TO NACHES AVE SW :5 --..i...-------------.....1---.i....-....i.---------......1 1...,,...;A.;;.P.;.;R;;,;;IL;.,;2;;;,;0;.;.1.;;;.5 ____ ..a.. _______________ ....2, ___________________ .....11 n....-----------------...1 ""----------------------.....1 n....--~-....1 I- CC:: . 0: ~_J 40' -------; ------------··---------·-·-·· ----·-1----------------r----------~ ------------------------.,..---·-------------------------------· 40' 40' ,------------------ 1 ~_J I --~ ~:~----r r r 40' ri 0 20' ·-----------------------------·------------------------. -------. WALL#1 RIGHT SIDE 30' ------·-- ... ··---·--··---i----·--·-···--····-·----- 1 ...;ti ,.._j l[) W! C.Oj rn Ni N• N L ______________________ j ________________________ ------'-----·-------------------------·---··-·----·- ! :-·-··-·-·-- WALL#2 LEFT SIDE (A-LINE STA 14+71 TO STA 15+21) (B-LINE STA 102+04 TO STA 103+93) ,.: CD 0 !:! 0 __, a.. / rn " .9- () 0 0 r N i'i ~ V "' 0 -" ~ 0 0 <( ~ "' J; "' c U) N __, ... ,0 0 I ,::; "' i .... "' '.;l- o u rn -~ "' I ,::; "' / "' -C -~ 9- !l u -~ 0 ~ 0 U) ~ :'j TRAIL PROFILE AT EDGE OF SHOULDER ELEV=28.30 r·--BLACK=VINYl.:rFENCE,----T-----,--~---------, I --~~-, I SEE SHEET SD1 I I I j ELEV=31.8 I BLACK-VINYL FENCE, SEE SHEET 1Dl TRAIL PROFILE AT ELEV=31.48 w~--~~· EDGE OF SHOULDER I . . 4 • • I I · , " 4 . 4• , , • ", I · .· , . : "'. :J EX GRADE AT ' 0 d' , 0 j • '. . a · A . 04 ' I ' ' ' ' , , • : FACE OF WALL r :,· tJ ,., _4 .. ,; ·---~-·~"--_ 4·.· L'· "-.~· "" · .. ' .. ·J. --. ! _.:.· . .,,' '. " ... <I.----"". -~_ ... +-, .... ;,,A~ .. " ·, 4 .. , , . . ' c--'"-~-~~: ·1: ·14---</ ~ ~ ~ ~ y <I " A. . "4,:•( <:l t ; . .· <l •• ·_ • ~. • • ".· -. -: r". I : n, n' -tj-di, ; ;I, 11 I Ni Nl N v·, '-" '-"I I .. 1 ...... ------J ... ---------------____ ,___ _ ....... ------------__________ J ___ I WALL#4 RIGHT SIDE (B-LINE STA 125+45 TO STA 126+75) 30' ··-··-·- STA 125+86.J ELEV=23.48 ' CONC. culvERT . EX GRADE AT FACE OF WALL IE=22.94 -,-f --~ I 20' f-S 126+10.0-+-----20' ELEV=23.48 I oi . ' lD LOI , N Ni I __ ---------I __ -- WALL#5 LEFT SIDE (B-LINE STA 125+85 TO STA 126+10) t 1-~"'l""'--------------i----.,...--------------........ ----------;:: ~ REVISIONS DATE BY DESIGNED C. BUITRAGO ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY GRAVITY BLOCK WALL PROFILES HORIZ: 1 "=20' VERT: 1"=5' Ol L(1 N ~ L__:J 1----+----------------f-----+-----l M. MILLER FILE NAME ~ >-C-H-EC_K_ED----------11 t-,.,=B=;L;c..'.-1 =52=-.:1..:.08=-4P"'-'-'A"'T2=T-=2=SD"----=0'-'-1-I ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES Y Ho JOB No. ,:: • 554-1521-084 A 2C ~ 1--+----------------:1---+--t-;:A;;;PP;;:;R;:;;OVE;:;D;;----------j 1-~DA=TE~'---"=-=-=.c"-'-"""""-=-=--~ 411 108TH AVE~lUE NE, SUITE 1800 BELLEVUE, WAt.HINGTON 98004 T. 425.453.6200 F. 425.458.6363 wvN1.parametrix.com I o +:o ' , a_ NtW i [_______ I ~Si~ i I f ----~ ~:;---------1 ________ _ B-LINE SHOULDER I i ELEVATION i I 30' ~-----------1----------)------------------------J. .. i rl-"-.;-, i --: .·!·-. . !" !.-._ -~·I" .. .; .. f I ---~9-r~-~-;_:~-"-r·-:- sTA 1 $2+01-.7----1 ··- ELEV=25.61 I i WALL #3A BRIDGE 1 FOOTING ----1 I 20' 1----------' ------; -STA 102~32. 7 ' ELEV=25\61 I ---·-·-·-·---l-----·-·-·~--------,---·-·-·····-·-------!- A-LINE SHOULDER i I ELEVATION I i ' . 8-LINE SHOULDER ELEVATION ----------------·-------------/· --------+---; 30' l I ' -l i 4 -.& -~ /.~ • -~ i I ; .1 ~ I I -1-~-: --.. ------r------i f i STA 102+93.4 EX GRAD;E iT ELEV=25.61 FACE OFI W~LL I I l l ! ' WAl::l:--#3~ -! 20' StA 102+51.7 I ! ELl.EV=25.61 l I ! ' I 6-IN MIN BELOW EXISTING GRADE i---------(FOR BLOCK EMBEDMENT) ------i -----e-----1 I I I . I I · -q-coi N en! lD. lOi CD! (Dr NI Ni t'-11 c--..i! -! j ·1 ' , ___________________ ! ----·-··-·-·--·------·---'-!, ---· ·-·-------------·----L_ ----__________ ., ____________ I GRAVl1Y BLOCK WALL USED AS PEDESTRIAN BARRIER GRAVl1Y BLOCK WALL USED TO RETAIN TRAIL FILL WALL #3A AND #3B RIGHT SIDE (B-LINE STA 102+02 TO STA 102+94) . col .; c..D l Nj i ----· ---------------! _____ [ .,. . .-,~ /: ;i~ 1 7 2015 · '"?tJ'ff')U , , ;<:.: 1' ; ~.,,:,Ti.I ,.. · ·.-, '::v;s10M 60°/o REVIEW SUBMITTAL PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW NOT FOR CONSTRUCTION GRAVITY BLOCK WALL PROFILES DRAWING NO. 35 OF 47 WP1 APRIL 2015 ::5 _________________ ,..,,._______________ .......................... ---------------------i.....------------~-------------------------..,_______________________ ------ in " 0 N "' 0 N 8 / "' .. ;), u 0 0 ~ N "' "' ~· < " "' 0 .c ~ Cl Cl < (.) / "' " > U) m m / I- U) :'I ..- "' 0 ! " "' I ..- "' "' / 0 (.) "' C y ! " "' / "' ~ C -~ 0 / "' ~ " .!l, 0 L Q_ / 0 Vl "--/ ::, I f--< Q_ ~ DIRECTION OF TRAVEL AFFIX RED REFLECTIVE, 3" DIA. BUTTONS FACING TRAIL TRAFFIC. SCREW TO STEEL TUBE. SEE SPECIAL PROVISIONS-~ 1/2" RED REFLECTIVE TAPE. SEE SPECIAL PROVISIONS-------....c:::~ • N ~-3/16" STEEL PLATE. CUT TO CONFORM TO TUBE. WELD AND GRIND SMOOTH. ,,-----1" DIA HOLE OPPOSITE SIDES. REMOVE BURRS. 2 PLACES 4" X 4" X 3/16" (ASTM) A-36 STEEL SQUARE TUBE. INSTALLATION SHALL BE PLUMB -------PAINT: 1 COAT RUSTOLEUM PRIMER #773 OR EQUAL 2 COATS RUSTOLEUM PERFORMANCE PAINT OR EQUAL. ' CD I 3/16" X 3" X 1" STEEL SHIMS WELDED TO 5" X 5" TUBE. 8 LOCATIONS, TYP -~ 1 1/2" WHITE. PAINT FULL LENGTH PRIOR TO PLACEMENT "' 5" x 5" X 1/4" A-96 STEEL SQUARE TUBE 1 1/4" (2) 3/8" STEEL PLATE WITH 3/ 4" RADIUS. WELD TO TUBES. DRILL 5/8" DIA HOLES. PLATES TO BE WITHIN 1/8" TO 1/2" OF EACH OTHER WHEN BOLLARD IS INSTALLED 0 FlNISHED GRADE ~~;;;;;;;;;;;;;;:;;LL__ NOTES: • 0 I ~ • 0 • I ~ ASPHALT TRAIL, TYP 1T ITT' Tl ~==i---_ --'---H 4 ~---I----+ 1~1li 1,-1L_l1_-111 ll! I-, -11-- 'ffi' T' 'I' 1 1-111-1 11 - , -=, I • _ • I i _J __ l 11 4 ' ; I : I ' 11 I; [--,-_111 1 1 il! i I ------ 1 _i I T' '11-r~'------'"' ~;-;"'-:___,-'=-'"" 11~ -"I i 1--~( -111 _ : I:!';'~~-,~ l==[il ~~I -,, 1 ==~~: -----~ ·--~~-! I -::::: 11::- 1 ,QI 11-',' -. -1 ! ! I 1. PADLOCK SHALL BE MASTER KEYED ALIKE TOSM-7 37 WITH NO. 5LF SHACKLE, OWNER PROVIDED. 1~hl~ni=_t·------- REMOVABLE BOLLARD DETAIL 2. SLOPE TOP OF CONCRETE FOOTING TO DRAIN AWAY FROM POST. 3. HOT DIP GALV. & PRIME PAINT -FlNISH COLOR TO BE WHITE MARINE ENAMEL. NOT TO SCALE 2'-0" ASPHAL llRAL, TYP ------COMMERCIAL CONCRETE ~-+---'-+,~-3/16" STEEL PLATE, 1-1/2" WIDE, WELDED ACROSS END OF TUBE _-;-;-'2-----NO. 5 GRADE 40 REBAR, 4 PLACES. WELD TO 5"x 5" TUBE "-------(2) 1" DIA DRAIN HOLES -------CRUSHED SURFACING TOP COURSE I ~BROOM BRUSH I/ FINISH BROOM BRUSH FINISH--~ REVISIONS • 0 I <'-1 ~ DATE FLUSH WITH HMA TRAIL SURFACING CRUSHED SURFACING TOP COURSE--~ ,. -._ ........ -...... PLAN BY DESIGNED COMPACTED SUBGRADE-~ CONCRETE WARNING BAND 4x4x12 WWM DETAIL CD NOT TO SCALE J. JUN ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY 11------+------------------+-----+-----l B. PURGANAN FILE NAME o 11------+------------------+-----+-----l CHECKED BL1521084PAT2T2DT-1 Y Ho JOB No. ,:, . 554-1521-084 A 2C ::, 1---l-------------------1-----l---r.;:;;;;:;;;;-;::;;---------1 11-~=-'--=-=-'--~~~~- 2'-o· SECTION 45· CHAMFER AFFIX RED REFLECTIVE, 3" DIA. BUTTONS FACING TRAIL TRAFFlC. SEE SPECIAL PROVISIONS,----. 1/2" WHITE REFLECTIVE TAPE SEE SPECIAL PROVISIONS 8" X 8" ROUGH SAWN PRESSURE TREATED WOOD POST, SET PLUMB FINISHED GRADE ASPHALT TRAIL, lYP '-----CONCRETE SLAB ¢ 1 e,:,<'«' FIXED BOLLARD DETAIL NOT TO SCALE • N • z v:::::; ; fflcJ~~metrl>e ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES 411108THAVEMLIE N.E., SUITE 1800 BEI.LEVUE, WASHINGTON 98004 T. 425.458.6200 F. 425.458.6363 w·Nw.parametr1x.com GRAVEL EDGE TRIAL EDGE FlXED BOLLARD, lYP REMOVABLE CENTER BOLLARD TRAIL EDGE GRAVEL EDGE ' G-- i BOLLARD PLAN LOCATION 30'-0" 4" WIDE SOLID YELLOW PAINTED LINE PROJECT NAME • 0 • I ~ BOLLARD STRIPING DETAIL NOT TO SCALE LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW DETAIL CD NOT TO SCALE 3'-0" 3'-o" ~-REMOVABLE BOLLARD a:: w . g e:: N :::, r= 0 :c V) APR 1 7 ZQ::i C ''"" ,,,,. t ~, H'~~i I j f tvi" ft!·;: J<,j ~ ~,_) ~· 60o/o REVIEW SUBMITTrA'L!!;·;Go1v,s;o1i NOT FOR CONSTRUCTION DETAILS DRAl'i1NG NO. 36 OF 47 D1 ~ APPROVED DA1PRIL 2015 _J ..... _ ...... ___________________ ....,. _____________ .. r., ......................... ______________________ ...., _____________________ .... .. ____________ ....,_______ _ ______ ...,.___________________ o..~---~..1 ::, CL 0, ,ii 0 N U) 0 N ri 0 C ,", 0 g ·o • <O .I ,. 2' 1' 6' 4' 6' 1 • (2) BENCHES ~-----(1) TRASH RECEPTACLE PLAN TRAIL FINISHED GRADE ASPHALT EDGE TYPE 1 REST STOP DETAIL NOT TO SCALE ~ L;::,. REVISIONS DATE BY DESIGNED CL 1--'==-t-----------------t----,---i-~J'..:.. ~J~U~N---------11 DRAWN 1' 2% l'IP _._ .. ~ STA 1 +00, O.O'T BP, PC N: 176307.33 E: 1290631.52 DRIVEWAY BENCH PER SPECS SECTION 8-30. STAKE LOCATION FOR APPROVAL PRIOR TO INSTAUATION. SURFACE MOUNT PER MANUF. SPECIFICATIONS 3" SQ. STEEL TUBE PER MFR 4" DEPTH CONCRETE PAD W/ 6x6x10 WWM CENTERED IN SLAB. PITCH @ 2% TO DRAIN. EXPAND DEPTH AT SURFACE PLATIE 4" DEPTH CRUSHED SURFACE TOP COURSE. CONCRETE FOOTING, (2) PER BENCH SUBGRADE, TYP. SEE DRIVEWAY ALIGNMENT PLAN ~ -~N SCALE IN FEET 0 20 40 DRIVEWAY DETAIL :rw 40' --··----·-····-······--·····-·"·· ··---·~··---·-1"·----··------.. -------·------···-·--·--~ T . l I ! 0 en ~ N , >•'>•»M_, __ M>,H>H••+ •••••••••••••••-••»•,-•••-"»>->M,»,l- ! N I .J__ ~ ... I i, N ! <Cf'.2 I I <(~ I I-. , i ~1::,1,.1:::;-. • . I VJ g TRAIL I 'VJ g . ···: !------·-·-·····~ .ci._____ ... :J~TI~~-··---·--······· --·--··-·----1-~· .... ~ .. ci .. _j i I 1 1' ,1, 1 -~---~ ~"to. --1'.07% --·-4G7o-I , 30· 1----()~--'.'.'.'. .. :. __ ....... --1 ············ :--~~ -c:: ~~67% --~ K 20'---·-·----+-- 01 I I WALK FLOW i LINE! ·t -----· \---· I 40' 30' 20' 1+00 2+00 2+21 PROJECT NAME DRIVEWAY PROFILE HORIZ: 1 "=20' VERT: 1"=5' 11---+------------------i-----i-----1 B. PURGANAN ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY FILE NAME ENGINEERING , PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A "' a 11-~--t-~--------------------+-----t----1 CHECKED "-' Y. HO ~ 1---+-~-------------------+-----+----J·A;;;P;;P;;R;O;V~E;:;D-----------. < _J BL15210S4PAT2T2DT-1 JOB No. 554-1521-084 A 2C DAAPRIL 2015 411 108TH AVENUE N.E., SUITE 1800 BELLEVUE, WASHINGTON 98004 T. 425.458.6200 F. 425.458.6363 www.parametrix.com GREEN RIVER TRAIL TO NACHES AVE SW APR 1 '/ 2015 60 °'0 REVIEW SUBMl.,..a,rxor, rir:rrroM /( I li'~,~~·-Y DPH$HJM NOT FOR CONSTRUCTION DETAILS DRA\'i1NG NO. 37 OF 47 D2 SEE PLANS r I I I -------- • 0 • 0 a. I I /:: co "' 10'-0" LEGEND: ---END RAIL 1~" SCH 40 -TOP RAIL 1%" SCH 40 Q9 END POST 2~" SCH 40 0 LINE POST 2%" SCH 40 TYP • 0 I ,... xYY': 1%" FENCE MESH, BLACK VINYL COATED ;xJ\,X TO 9 GAUGE FINSH NOTES: 1. ALL POSTS AND RAILS SHALL BE POWDER-COATED BLACK 2. SEE WSOOT STD PLAN L-20.10-02 FOR ATTACHMENT OF FENCE FABRIC TO POST ~ ~ REVISIONS 1 o' -o" TYP 2·-0· 1·-0· GRAVEL CLEARANCE SHOULDER DATE "1/ CONCRETE POST BASE (END _ r POST ONLY) :I ! '• -. w MIN BY • z "' ::! DESIGNED • 0 I "' I I I I ---- I I I FENCE CANOPY PLAN NO SCALE ---- LIMITS OF FENCE FABRIC 12' -o· PAVED TRAIL FENCE CANOPY SECTION NO SCALE J, DVORAK ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY B----l-----------------l----+----1 K. BRAATEN FILE NAME "' 1-------------1 "' CHECKED BU 521084PAT2T2DT-1 .. Y HO JOB No. f-• 554-1521-084 A 2C ~ 1---1-----------------1-----l---i~A~P:;;:PR:;::O;;:VE;:;D-:---------j 1-~c=--'---''-=-=-'--=-=--''--"-"-"=-'--!I -- I I I - I I I I - I I I I I I I I I --------------- I I I I I I I I ---------------- 2 1-011 GRAVEL SHOULDER ti, • 0 <D a. I • w l'1 z ::::; I I I END RAIL (TYP) ----'\ ' · LINE/~ND POST 1·-0· NO FENCE FABRIC ON SIDES OR ENDS OF CANOPY (TYP) CLEARANCE EXISTING GROUND 411 \Q8THAVENUENE.,SUITE1800 BELLEVUE, WASHINGTON 98004 T. 425.458.6200 1:_ 425.458.6363 vy•,vw. parametrix. com I I I ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES ( \ ' \ __ I \ I I ·-·-···~~"'-----. ' I I I I I I wl ~I a. g; I ---'--·-·····---~---.- PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW I ' : I I I I ' I ROOT BARRIER DETAIL NO SCALE w ~ ct: (!J Cl w I (/) z lL ::! 0 ft "' ~ 6' MIN GRAVEL SHOULDER ~1 ..J ~I Cl ~ I I ADDITIONAL DELIMBING AND PRUNING OF TREES AND SHRUBS WILL APPLY TO TH IS AREA. SEE SPECIAL PROVISIONS PAVED TRAIL SURFACE ROOT BARRIER, ANGLED TO DEFlECT NEW ROOT GROWTH l~ECEIVED APR 1 7 2015 C!iV Of RE!,l!'ON 60% REVIEW SUBMITTJi:t:'\JGDi\/lSKm NOT FOR CONSTRUCTION DRA'MNG NO. 38 OF 47 DETAILS D3 < DA'PRIL 2015 -"L-_ ..... _____________ ....., __ ....,_ ..... _________ ............ ..;.;:..:.;.;,;;;..;;.;;.;.;;.. ____ ...... ______________ ...,& __________________ ...... a,_ ________________ ..... ______________________ ..11 ""----....a ::, a. "' N 6 ,;; "' 5 N ri 0 w f-< 0 5 u, >" ::, 0 >- :'.'i /:::,. REVISIONS I I I I I / .~·· I ' / ! ! _,,/' -·-, •.. =-; ,' I .,/ I / / \ I I r I i I I I I I I I I I I I I I I I \ \ 1 I ii f I j I I § l \ 1·· • 'i' : ',· '· : ',· ' { j \ I I I I r I r J I I I I J ' \ I I I I I I J I I ' ' ' I \ l I I I I \ I I I \ ' i ; j ,,..,,...,.. I / I ,, ,., . I I I I I I I \ ! ! I I I ! I \ ! i l j \ \ I I \ l 1 I I I \ I I I I I I l I I 1 ! \ I I l i i I! i I I I I ' I ! I ! I I ! \ l ! ft i I 1 i 11 ! I I I I i ! \ l ( f I i\i\ [\\/ '. ',· '. ,: 1 l t, ' '· \ \ iJ. I i l i I I \ . \ I I l 1, ~I \\\\ ! :/, 't 1 I I I \ i I I I ' ' \ \ I \ \ I I I I I ! I I i I I I \ '4- '( l :: ; ~ ) ABUTMENT 1 l 'J I ' f, I ! l \, <f. ':l i I \ \ I I I ! I j l ! I \ ·ij ! \ i \ ' ' j i I I \ ! I I I I I I '!'. I , . l I I I \ I \ ! l l \ I 1 ; \ 11. I I \ I \ ', I ·, • I 11 · i 1 \ l I \ \ ABUTMENT I STA = 17 +38.98 I I I I I \ / I I I ! I I I I I I I I I I I I I I I i I I ,;J--.. / I ,,,, ', . J/ ,.i :..~-1 i'-0-----0----,~~--,-~--~ ·~~~ / I STA -16+29.98 , ,, I I I I I I I \ I I I I I I I ! I ·, I l LC) 1N \ \ \ ., l ' \ I \ I I I I I ! ' I \ \ \ I I ' I I \ I \ ol Nr / l i ! l : i ! l ; I i I I I I I I I I I I ! I I I I \ l Li) ~ f: ·,, \ l ! I I f ' l l I I I I I I I I I ! i J / . , \ ( 1 \1of-o" I \ I Li) \ j I I I \ j \ \ 1 \ j I ' , \ i ' I ' I Ji I 1 1 1 1 'o' Li) ' I , ~ I i I I l I \ I ! :j ! ' i ! J \ \ PREMANUFACTURED BRIDGE I I 1 ' I i j i \ 1 \ ' ' I \ \·,. \ 1,.\ \ \ \ \ \ ·, I \ I I I ·, I I I I • ·I I I I ' l \i \ \i11\\ \\\1 ! . \ I i I I \ \ l I I I I I i I I I '! I . i I ' \ I I I I \ I I 0 16 /1 / \ \ l \ j l i \ ; \ ~ ! 1 ! \ 1 j i l \ \ \ l \ · ;" +oa / \ \ l.. \ / ,, 1 ~+5,0 :, l I l, , "o ~,?; 1 f +~O 1 1 i; , ', , \, '1. ', I :\ i L P, I i Ll I I I I I ' I I \ I 1l l, _, I I I l .f; ' \ I * ' I \\1.IT I I I I :e I .I I I I I I I I I ~ j • ' . • ' /' I \ ' I ' \ I ! A' LIN' E . ',. I' I Ii l I I , . -.11,I", ..., ____ ,,.,:.,· -------se-----+1++;...· -l-1 -;l,.--,.1 -;-,' ~ t .•• I 1 \ ,. , 1 -r 1 --.--;'..,_,..._, 1 1 1--+i -+-+' ---<-, , 1 ·, \ I ! Ii)!' .. I N<( 11 1·: 1',\·~\ j I I J \ ', \ \ \ ' I I t I I I l I J ! ' . , / / , , · •· , 1 i ~~N~1-3,..· -Ji' '4-s·.ss"w -~ 1 ' '"TI ·1: , \ t 1 / i \ l I ii! ....--3:':: ili j Ii 1111 11 1\,' I f ! \ :o,· ! J ! ~ . I i ·::-~~~--f'-------~-----fi~4=~1==~1 =i===i==F=;:==1~:\::d,:=i==:\:==i=~==~=i=d:==~::±:~~~1;::l==~=i====t=====i======±::======:!::::::l;:':dd,:=i=i':::j9'==:\:===:\:::==±=~::j::\:=~~~;:::~:::::!;::::\::::!;:~=i:1~~~-; l I 'l I ,. f I ------i l j" i i ~ 1 I \ i ~ ' h,, ' ~ I ' \ ~.... -:----;-~-7"'F"--_--F---_-__ ,.,...,.,_ \ ; l l ! '% i, \, ', ', '·' '\, I :\, ' !1 , ----l I ! '· 1 \ 't:-, // ...... 1'i-1 \ 1 :, : \ 1 1 l \ 1\ \ \ l, \, \.. \ ', I If....... I l i ;i j I l I t 1 1 I I 1 I :I /\' I l \1 1' \i !\\ i.\l I\ j \\\1\ \ll /.,,-· / / ,/ l, ·.. :, l, ~ \ 1 l \ ; II I ; \ \ i, i ~ :\ ! \ '\ <· l I \ . I I I \., \, \' 1 1 ) , \ I l t \ ! l j : ! i _. * i \ I ! \ J ,/,/; / t t,:~.·.· l :· \ l ; w.. 1\l\~1 \ \l \ 1 · ! ' l J ~ -1 ' l I ~ \ \ Af.:I I I i I I I i I l I \ I I I ' I I l I I I I I I \ I 1 I I I I ! I \ I l J I I l l I I l ! l I I I I I ! ! I I I ! I I ! ! i ~ I I ' i 'I l ' l I I l ! I I l I i I l ! l ;I I I I I I I it I i I I ! I I I ! I l I I \ I \ I I I I I ' I ' i \ I I I I \ I I \ I I \ \ I i I I \ I \ I l I I I I I I ' \ 0 " ii ,, .,,, 1 I J I I I ! ! I I; /} 'I /1 I I l j ; I l t / / i \Ii~' ,[ i \Ji I~ jll\\;\l \J-~ I 1 1· < i I !J. ~ 1\111 \/~ / i, Ii !Ii'!\\ 'i. , ! ~ \ :!ij\,\)/\ \ I \ I 1 I I I I I I I l \ I I I I I 1, I I I I ! \ \ I I I I ! I I I I i ' I I \ I \ I \ I l I I l I \ lj I I I I / I I j I I I / I ! ) i.:,:,:,l,.:, :, ';\\ * 1 '·· i~ \j/11 .I I ) l i l \ 1 ·1 ! 1 1 f. ~ I i \ 1 I l I I 1 i \ I \ \ '1 I l ' I j I ! i I I I I I ! ! ' ! I l I I I \ I --~ PLAN ~ 1"=10' r i i 1 : -.,,. ... ,,,..,, ..... -. ............. ~ .......... r·----·--·-r-·---··--·-.......... .. I .. --··-r ., ....... ., .-.. ··-····-··-···-···-·-----·-· --·-,--·---·---··············· ...................................... -:.. --r--· . - I ···············1 ······································ 11-· cEATLB~~V~~=~N1··~Tl,.!• .\5~=;-98~-B~.f, .... ····--·--·-·--·-·r---·--·-··-·-·· --·-··-JII,--1_0_9_'_·-··0-·-.·.-··-·-+:11 •. ··--·-·-·-··--····-····-·----~ I ABUTMENT ~ = It _;~--·-·-··-.c:.-·,----+----·--~+-=-===T ...... ................... -:----;,, ;" -T----------,t~~t= ~ 1;:;~;gs BRGi ··········-··-·-·-··--·---·-1 .......... ················! ; . .,1 / I 40'1----,--I -·-------____ _I ---·--·-1------1····························+ -----'·--·-----·-·· -· -ToP-oF RAIL!Nd ' . . . l · -------TOP OF ruxa-------··1----- i -, , ..... l J --i-====i~-----! ·-1-------. -----·· ...... -i-----l-1-,,---.. -·-··-·-·-·-·--··-··-·······--·"'"'1··-···.,··"··-·· ••t=t=~L ~t i I __ -~·--·~·~-·-~]AP·-·-·,·-·1;·l~· ·-.·.1·~~~i~oJ~;:~RAPJ··-= 10·1··---+--!--~---~;;~;:;~[ L. __ J __ T OHWM r,,_~~, -¥4---r--~1~l/~ +-- l i . . , I ELEVATION 11.91' ',, , I )// •. OHWM , · · ···-··-r--··-·--··---·-l···· ·---, --·--·-·-· ·-·t--· ·· , ····-·····--·---·-: ---········· --· : -·-;::,--,--·-·-------ELEVATION 12.66 o·:--------1--·--·--·---~---------~ -----~----------~-------------1-------l---------~-s~~-~~:~------------·-l-~ ~-f ~ ."f ~-SIDE i --···--··- : ' I I I I I I I I EXISTING GRADIE 11·----------i -------r, ---I ··· r,· 1 ··················----T---..... .. ... --1--1.. ····-·-·-·---r---------i----. -----. . r ------I -1 O' c _ --------'-----.. L·-··-·-_ --I ___ ---.................. .................... .... I ..... ---J ...... ------------_I _____ L. ----,-, , ____ L __ _ 16+00 16+50 17+00 ELEVATION 1''=10' DATE BY DESIGNED J. MERTH I ................. -··-·-·-·-- ···········-····-·--·-·~ I -----------,r-----------i------ ···l ................. .,,.., , ., .. , .,,.., ··-··--~-··-··-·-·1-- ! ·-·~----·--t----.................... ··+····--·--·--·----, -=-=:-r:--=:_:.:::::::.=:.r.-------- ............... 1 ... ······· ····················---· ! --······-·-···--··1··-·-········ .................... ·r . . -··----- ______ ---_L ··---··--·-·--· ---·--···············-1 ·-·--·-·-·-·--··- pTEEL PIPE I I JI f lLE, 1YP : ----·-·· --·--·-·--,··-------i ----, ,_ ·-- i L i-----·-··-· I I ' I I I . .................................. -------T- ' .............. -------J __ 17+50 PROJECT NAME " " I ' I I ! ' I I I ' I I I \ I I I i ' / I / I I I 0 I . I"') DRAWN 1----1--.---------------1----+----l A. VALENCIA f--------------'-'-----------11 1--~~+--~~~~--~-~~~-----~--,f--~---t-~--, CHECKED ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY FILE NAME BL1521084PAT2T2S-01 ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A Y. HO JOB No. 554-1521-084 A 2C APPROVED DA1_PRIL 2015 4'11 108rH AVl:!NUE N.E., SUITE 1800 BELLEVUE, WA$HINGTON 98004 T. 425.458.620<.l F. 425.458.63b'3 www.parametrix.com GREEN RIVER TRAIL TO NACHES AVE SW r--r--r--Li) Li) LC) oci 00 oci N N N II II II _J _J _J w w w 0.00% 0.06% -2.00% ,.so% BRIDGE A-LINE PROFILE <t T I I TRAIL ALIGNMENT PEDESTRl~N "~RI OGE 12' -0" INSIDE OF HANDRAIL TOP CHORD PREMANUFACTURED BRIDGE VERTICAL POST SAFETY RAIL STEEL BAR GRATING FLOOR BEAM TYPICAL PREMANUFACTURED BRIDGE SECTION 1/2"=1 '-0" • APR l 7 2015 '""'·····t ~ I!.,,,,.; 1 '! 60% REVIEW SUBMITTAL'.''"::·:viv:ci'.JN NOT FOR CONSTRUCTION BRIDGE PLAN AND ELEVATION DRAWING NO. 44 OF 47 S1 -'.IL -1lL __\JL C .!>, 0 g u P/L ----------------~--- I KC PARCEL NO. 3779200119 Cl1Y OF RENTON -~'- ..ilL I ----;ij°754""35Y--1~ ------..... ' ' " -'.IL -'.LL ' ' _v_,_ "' ..ilL -'.IL -'.IL ..lLL -'.IL ' ' "\ ' ' \ -'.IL ..ilL -'.IL ..ilL -'.IL ..ilL -'.IL -'.LL ' ' \ -'.IL I _:i..\~IL ~~.Jf.. I _,,_ --1.' -''- ' ' \ -'.IL -'.IL -'.IL -'.IL -'.IL -'.IL ' \ "- \" ''? \ \ \ \ -'.IL __\JL -'.IL -'.IL ..llL '¥::- \ \ -'.IL -'.IL _If/_ -'.IL -'.IL -'.IL -'.IL -'.IL -'.IL _u,_ -'.IL -'.IL -'.IL -'.IL -'.IL -'.I 'I f_t_ ' ' I \\_ --------- ' --------;-------------........__,,"'· PLAN tfil\ SCALE IN FEET \D1 40' 80' ii:' < l-"'!""""li"""------------------,.----,---'T""''""' ........ ---------... a. ~ RE~SIONS DA TE BY DESIGNED J. SWENSON ONE INCH AT FULL SCALE. DRAWN IF NOT, SCALE ACCORDINGLY 1 11---1-------------------+----+----l J. SWENSON FILE NAME !Jii >-C-H-E-CK_E_D ________ __,, BL1521084PAT01200C-MP Y Ho JOB No. ,._. • 554-1521-084 A 2C =>1-----Jf---------------------1----_jf----r.;:;;:;;;;;;-;;::;::----------11-==~~=~=~==~-1 ~ APPROVED DATE \ ...1.IL I ~\_~ -~'-\ -11L --- STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT -'.IL -'.IL -'.IL ..ilL ..>,\ - -'.IL ---------- -'-I ' -'.IL -'.IL -'.IL KC PARCEL NO. 3779200118 CITY OF RENTON -'.IL -'.IL -~'- -'.IL ..llL -~'- -'.IL -'.IL '- -'.IL -'.IL -'' __\JL ------ ------P!l ---------_. 44' io'w---- 2f,5.~ PROJECT NAME ' ' \ ' ' \ KC PARCEL NO. 3779200117 CITY OF RENTON ' ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A 411 108fH AVENUE N.E., SUITE 1800 BELLEVUE, WASHINGfON 98004 r 425.458.6200 F. 425.458.6363 w,vw.porametrix.com GREEN RIVER TRAIL TO NACHES AVE SW CONSTRUCTION NOTES: 0 MITIGATION CLEARING ANO GRUBBING. STAKE OR FlAG PROPOSED PlANTING AREA LIMITS FOR APPROVAL OF PROJECT REPRESENTATIVE PRIOR TO STARTING CLEARING WORK. CLEAR AND GRUB ROOTS AND REMOVE AND DISPOSE OF ALL UNWANTED VEGEfATION IN THIS PLANTING AREA. LEAVE SOIL IN PlACE. SEE SPECIFICATION FOR LIST OF UNWANTED VEGEfAllON. 0 0 0 0 COMPOST. PLACE 3" LAYER COMPOST OVER THE ENTIRE SURFACE OF THIS PLANTING AREA. WOOD CHIP MULCH. PLACE 3" LAYER WOOD CHIP MULCH OVER THE ENTIRE SURFACE OF THIS PLANTING AREA. INSTALL STRAW WATILE PERIMETER PROTECTION PER WSDOT STD. DET. 1-30.30-00. SITE ACCESS. RESTORE AREA AFTER CONSTRUCTION PER THE REQUIREMENTS OF NOTE #9 OF THE PLANTING NOTES ON SHEEf MP-2. GENERAL NOTES: 1. SEE SHEET MP2 AND MP3 FOR PLANTING DEfAILS AND REQUIREMENTS. 2. LOOSEN ANY SOILS IN PLANTING AREAS COMPACTED BY CONSTRUCTION ACTIVITIES BY RIPPING OR TILLING THE AREA TO A DEPTH OF 24". 3. PLANTING AREA LIMITS AND INTERPLANTING LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY PROJECT REPRESENTATIVE PRIOR TO PLANTING • 4. ALL PLANTS TO BE SAVED AND PROTECTED WITHIN MITIGATION CLEARING AND GRUBBING AREAS WILL BE FLAGGED BY PROJECT REPRESENTATIVE. NOTIFY ENGINEER 5 DAYS PRIOR TO START OF CLEARING ACTIVITY. USE ONLY HAND TOOLS AND METHODS WHEN WORKING INSIDE THE DRIPLINE AREA OF EXISTING TREES AND SHRUBS. 5. ANY CHANGES TO PLANT MATERIAL, SIZE, OR SPACING MUST BE APPROVED BY THE PROJECT REPRESENTATIVE PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL ARRANGE TO MEEf ON SITE WITH ENGINEER AND BIOLOGIST TO DISCUSS LIMITS OF WORK AND MEfHODS. CONSTRUCTION ACTIVITIES SHALL NOT COMMENCE UNTIL ACCESS, LIMITS OF WORK, AND METHODS ARE APPROVED BY THE PROJECT REPRESENTATIVE. LEGEND: --------WEfLAND/STREAM BUFFER WEfLAND BOUNDARY ORQINARY HIGH )YATERLINE • ,.......,......,.,....,....,... • DESIRABLE VEGEfATION EDGE PLANTING QUANTITY TAB -THIS SHEET ONLY - SYMBOL ITEM QUANTITY STREAM BUFFER ENHANCEMENT SB1 PLANTING AREA 38,000 SF ~~ TREES -SPACE 12' O.C. BIG LEAF MAPLE 61 ~ "I I t\A Sl'RUl E 15 ~ BLACK COTIONWOOD 46 ~ DOui.;LA:; r '" 91 n ,,, Kt.U , ·1-1 15 ~ SHRUBS -SPACE 4' O.C, ~ VINE MAPLE 213 ~~ BEAKED HAZELNUT 107 ~ BLACK HAWll-lORN 107 OCEAN SPRAY 107 ~ INDIAN PLUM 213 NOOTKA ROSE .JLU ~ THIMBLEBERRY 213 COMMON SNOWBERRY ..)LO ~ SCREENING PLANTING AREA SP1 6,788 SF ---1.--\°r TREES -SPACE 12· O.C. BIG LEAF MAPLE 11 rr SITKA SPRUCE 5 ~~ n.i ·v corr II JI l 0 .-nr" .AS ~IR 16 ~ ~ VYE-,, "-"'' REu t;Ew,R 16 ~ ::;\. +e---SHRUBS -SPACE 4· O.C. ~, VINE MAPLE 38 ;;t BEAKED HAZELNUT 0 BLACK HAWll-lORN 0 :-OCEAN SPRAY 38 -, INDIAN PLUM 19 ~ NOOTKA ROSE 1.l..) THIMBLEBERRY 0 --1 COMMON SNOWBERRY 114 --V\l '172015 '. ,· ,", 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION MITIGATION PLAN DRA\\1NG NO. 45 OF 47 MP-1 < APRIL 2015 _J--------------------------_ .... ___________ _,,, .... ....;,,;;.,;,;;.;...;;.;...;; _____ .... ___________________________________________ ..... __________________________________________________ ..... ______ ... "' [L ro "' N ,n ,;; "' 0 N "' 0 t Q_ < ,; 0 "O ~ ! ici < 0 C .!l, 0 L ~ "O >' (D 0 I,, f- '3 Q__ / N "' m I .c -~ :0 C, [L 0 < / C. E ," / X "' Q__ / u t < Q__ N I [L "' "-' :::, \2 < __J WOOD CHIP MULCH. KEEP MULCH OFF OF STEMS PLANTING HOLE TO BE Pl.ANT AT SAME LEVEL AS GROWN. TOP OF ROOTBALL TO BE LEVEL WITH FlNISH GRADE. FlNISHED GRADE EXISTING SOIL TREE STAKING "ARBOR TIE"-....__ "BVC" HEMLOCK/FIR STAKE, 2" DIA. ( 1 PER TREE) DRIVEN INTO UNDISTURBED SUBSOIL MIN 24" DEPTH _ __,,-- FINISHED GRADE BACKFILL WITH NATIVE SOILS. WATER THOROUGHLY TO REMOVE AIR POCKETS-~ PLANTING HOLE TO BE NOTE: STAKE ALL TREES 3' AND TALLER. PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE WOOD CHIP MULCH. KEEP MULCH OFF OF STEMS ,Z <D -;:; t 2 X DIA. OF ROOTBALL SHRUB AND SMALL TREE PLANTING 2 X DIA. OF ROOTBALL CONIFEROUS TREE PLANTING DETAIL L1J NO SCALE TREE 12' NOTE: 0 0 PLANT SHRUBS IN SINGLE SPECIES GROUPS OF 7 TO 12 PLANTS EACH PLANT TREES IN SINGLE SPECIES SHRUB GROUPS OF 1 TO 5 PLANTS EACH. 0 0 4' MIN 10' CLEAR EDGE OF PLANTING AREA TYPICAL TREE AND SHRUB SPACING DETAIL CD NO SCALE /j, REVISIONS DATE BY DESIGNED J. SWENSON DRAWN 1----+-~~--------------+---+----l J. SWENSON ONE INCH AT FULL SCALE. IF NOT, SCALE ACCORDINGLY FILE NAME 1------------1 1----1---------~-~-----+~~~+--~--JCHECKED Y. HO APPROVED BL1521084P A T01200C-MP JOB No. 554-1521-084 A 2C DATE APRIL 2015 DETAIL Cf) NO SCALE STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT 411 108TH AVENUE N.E., SUITE 1800 BELLEVUE, 1.NASHINGTON 98004 T. 425.458.6200 F. 425.458.6363 'NVffl. pararnetnx.corn NOTE: PLANTING NOTES: 1. CONTRACTOR SHALL ARRANGE TO MEET ON SITE WITH PROJECT REPRESENTATIVE TO DISCUSS LIMITS OF WORK AND METHODS. CONSTRUCTION ACTIVITIES SHALL NOT COMMENCE UNTIL ACCESS, LIMITS OF WORK, AND METHODS ARE APPROVED. 2. MmGATION PLANTING PLANS REPRESENT A CONCEPTUAL PLANT LAYOUT. FINAL PLANT LOCATIONS SHALL BE APPROVED BY PROJECT REPRESENTATIVE PRIOR TO PLANTING. STAKE ALL TREES 1" CALIPER AND GREATER. z :,; ill _, ~ _, -l PLANTING HOLE TO BE 2 X DIA. OF ROOTBALL ,,,.--TREE STAKING "ARBOR TIE" HARDWOOD STAKES PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE WOOD CHIP MULCH. KEEP MULCH OFF OF STEMS FlNISHED GRADE EXISTING SUBGRADE DECIDUOUS TREE PLANTING DETAIL DETAIL CD NO SCALE PLANT MATERIAL LIST QUANTITY BOTANICAL NAME TREES 72 ACER MACROPHYLUM 21 PICEA SITCHENSIS 46 POPULUS BALSAMIFERA 108 PSUEDOTSGA MENZIESII 32 THUJA PLICATA SHRUBS 251 ACER CIRCINATUM 107 CORYLUS CORNUTA 107 CRATAEGUS DOUGLASII 145 HOLODISCUS DISCOLOR 232 OEMLERIA CERASIFORMIS 453 ROSA NUTKANA 213 RUBUS PARVIFLORUS 434 SYMPHORICARPOS ALBUS PROJECT NAME ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW COMMON NAME BIG LEAF MAPLE SITKA SPRUCE 3. USE ONLY HAND TOOLS TO CLEAR AND CULTIVATE SOIL UNDER THE CANOPY (WITHIN AND 5' OUTSIDE THE DRIPLINE) OF EXISTING TREES. 4. ALL PLANTS SHALL BE NURSERY GROWN A MINIMUM OF ONE YEAR. PLANT MATERIAL IS TO BE SUPPLIED BY COMMERCIAL NURSERIES THAT SPECIALIZE IN PLANTS NATIVE TO THE PACIFIC NORTHWEST. PLANT SUBSTITUTIONS ARE SUBJECT TO APPROVAL BY PROJECT REPRESENTATIVE. 5. MmGATION Pl.ANTING SHALL TAKE PLACE DURING THE DORMANT SEASON (OCTOBER 1ST TO MARCH 1ST). PLANTING MAY BE ALLOWED AT OTHER TIMES AFTER REVIEW AND WRITTEN APPROVAL BY PROJECT REPRESENTATIVE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS AND EXCESS SOIL OCCASIONED BY THIS PROJECT. 7. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 8. ALL DIMENSIONS FOR LISTED HEIGHT, LENGTH AND CONTAINER SIZE ARE MINIMUM REQUIREMENTS. 9. EXISTING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND NOT SHOWN TO BE RE-VEGETATED ON THESE PLANS SHALL BE RESTORED AND SEEDED. THE CONTRACTOR SHALL REPLANT ANY NATIVE WOODY VEGETATION DISTURBED DURING CONSTRUCTION WITH SPECIES PROVIDED IN THE Pl.ANT MATERIALS UST AT 1 :1. 10. DISCREPANCIES BETWEEN THE Pl.ANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT REPRESENTATIVE PRIOR TO PROCEEDING WITH AFFECTED WORK. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING PLANTS FOR THE FIRST YEAR AFTER ACCEPTANCE OF COMPLETION OF PLANTING FOR THE PROJECT. COUNTY WILL MAKE PROVISIONS FOR WATERING AS NEEDED FOR THE REMAINDER OF THE ESTABLISHMENT PERIOD AFTER THE FIRST YEAR. MIN HEIGHT/ NOTES/ SPACING CONTAINER SIZE 1" CAL./CONT. or B&B 3' HT. . BLACK COTTONWOOD 1" CAL. DOUGLAS FIR WESTERN RED CEDAR VINE MAPLE BEAKED HAZELNUT BLACK HAWTHORN OCEAN SPRAY INDIAN PLUM NOOTKA ROSE THIMBLEBERRY COMMON SNOWBERRY 1 1 1 1 1 1 1 1 3' HT. 3' HT. GAL CONT. GAL CONT. GAL CONT. GAL CONT. GAL CONT. GAL CONT. GAL CONT. GAL CONT. STAKE PROPOSED TREE LOCATIONS IN OPEN INFILL AREAS WITHIN PLANTING AREAS STAKE PROPOSED SHRUBS IN OPEN INFILL AREAS WITHIN PLANTING AREAS RECEIVED APR 1 7 2015 '·'1.72015 .. ~(iV Oi' Ri,MTON PLANM!!"JG Dl\J:SION 60o/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION DRAWING NO. 46 OF 47 MITIGATION PLANTING DETAILS MP-2 ::, [L "' "' "' "' ,;; "' 5 N ri 0 'C "-< s ,,, 0 -0 ~ ~ < Cl C .!l, 0 L g -0 ;.: CD 0 l'c! f- '3 [L / N "' "' I .c .!'2 :a ~ [L " < / "- E ~ / X ::, ~ 0 ±: f-< [L "' I [L ::, i:_: ::, ~ < _J C 1 MITIGATION THE LAKE TO SOUND TRAIL -SEGMENT A PROJECT WOULD MITIGATE IMPACTS ON WETLANDS AND STREAMS IN ACCORDANCE WITH THE MITIGATION SEQUENCING REQUIREMENTS ESTABLISHED BY NEPA, CWA, AND LOCAL WETLAND PROTECTION PROGRAMS {TMC 18.45 AND RENTON SMP 4.3.090). ACCORDING TO NEPA (40 CODE OF FEDERAL REGULATIONS [CFR] PARAGRAPHS 1508.20), THE DEFINITION OF MITIGATION IS AS FOLLOWS: 1. AVOIDING THE IMPACT ALL TOGETHER BY NOT TAKING A CERTAIN ACTION OR PARTS OF AN ACTION. 2. MINIMIZING IMPACTS BY LIMITING THE DEGREE OR MAGNITUDE OF THE ACTION AND ITS IMPLEMENTATION. 3. RECTIFYING THE IMPACT BY REPAIRING, REHABILITATING, OR RESTORING THE AFFECTED ENVIRONMENT. 4. REDUCING OR ELIMINATING THE IMPACT OVER TIME BY PRESERVATION AND MAINTENANCE OPERATIONS DURING THE LIFE OF THE ACTION. 5. COMPENSATING FOR THE IMPACT BY REPLACING OR PROVIDING SUBSTITUTE RESOURCES OR ENVIRONMENTS. 1.1 AVOIDANCE AND MINIMIZATION CONSISTENT WITH THE ABOVE SEQUENCING REQUIREMENTS, A HIGH PRIORITY WAS PLACED ON AVOIDING AND MINIMIZING CRITICAL AREA AND BUFFER IMPACTS. WETLANDS AND STREAMS IN THE STUDY AREA HAVE BEEN AVOIDED TO THE GREATEST EXTENT FEASIBLIE WITH NO PERMANENT OR TEMPORARY IMPACTS ANTICIPATED. KING COUNTY WOULD APPLY THE FOLLOWING STRATEGIES TO CRITICAL AREA AND BUFFER IMPACTS DURING THE DESIGN, PERMITTING, AND CONSTRUCTION PHASES: • USE A RETAINING WALL TO NARROW THE TRAIL FOOTPRINT IN THE VICINITY OF WETLAND BOUNDARIES AND SOME RIPARIAN BUFFERS. • LIMIT EARTHWORK NEAR STREAMS AND WETLANDS TO THE DRY SEASON TO REDUCE THE POTENTIAL FOR SEDIMENT RUNOFF. • CONSTRUCT THE TRAIL ON AN EXISTING GRAVEL MAINTENANCE ROAD TO MINIMIZE IMPACTS ON FUNCTIONING RIPARIAN BUFFERS. • WHERE FEASIBLE, WIDEN THE TRAIL ON THE NORTH SIDE OF THE EXISTING CORRIDOR TO MINIMIZE IMPACTS ON BUFFERS AND WILDLIFE HABITAT. • USE APPROPRIATE SEDIMENT AND EROSION CONTROL BMPS (E.G., MULCHING, MATTING, AND NETTING; FILTER FABRIC FENCING; SEDIMENT TRAPS) TO REDUCE THE RISK OF EROSION AND REDUCE OR MINIMIZE THE CHANCE OF SEDIMENTS ENTERING PROJECT WATERBODIES. • PREPARE AND IMPLEMENT A TESC PLAN FOR CLEARING OR REMOVING VEGETATION, GRADING, DITCHING, FILLING, EXCAVATING, AND CONDUCTING EMBANKMENT COMPACTION TO MINIMIZE AND CONTROL POLLUTION AND EROSION FROM ALL VEGETATION OR GROUND-DISTURBING ACTIVITIES. 1.2 RESTORATION OF TEMPORARY IMPACTS ALL TEMPORARILY AFFECTED AREAS WOULD BE RESTORED TO PRE-CONSTRUCTION CONDITIONS AND RE-PLANTED OR SEEDED WITH NATIVE SPECIES. 1.3 COMPENSATORY MITIGATION BECAUSE PERMANENT IMPACTS ON WETLAND BUFFERS AND STREAM BUFFERS COULD NOT BE COMPLETELY AVOIDED, KING COUNTY WOULD REPLACE THE BUFFER AREA AND FUNCTIONS LOST THROUGH COMPENSATORY MITIGATION. MITIGATION MEASURES FOR OFFSETTING THESE IMPACTS ON WETLAND BUFFERS AND STREAM BUFFERS ARE DESCRIBED BELOW. 1.3.1 REGULA TORY REQUIREMENTS FOR COMPENSATORY MITIGATION THE CITY OF RENTON SMP (4-3-090 D.2.D.X.E) STATES THAT "COMPENSATION FOR WffiAND BUFFER IMPACTS SHALL OCCUR AT A MINIMUM 1 :1 RATIO. COMPENSATORY MITIGATION FOR BUFFER IMPACTS SHALL INCLUDE ENHANCEMENT OF DEGRADED BUFFERS BY PLANTING NATIVE SPECIES." THEREFORE, IMPACTS ON WETLAND BUFFERS WILL BE REPLACED AT A RATIO OF 1 :1 AT A MINIMUM. STREAM BUFFER WILL BE REPLACED AT A RATIO OF 1:1 AT A MINIMUM, AS WELL. NO WETLANDS WERE OBSERVED IN THE PORTION OF THE STUDY AREA WITHIN THE CITY OF TUKWILA. KING COUNTY DEVELOPED PLANS FOR HABITAT IMPROVEMENTS OR RESTORATION TO MITIGATE THE EFFECTS OF THE PROJECT. THIS MITIGATION PLAN FOCUSES ON PROVIDING COMPENSATORY MITIGATION MEASURES FOR RIPARIAN AND WETLAND BUFFERS AT EQUAL OR GREATER FUNCTIONS THAN WILL BE AFFECTED BY THE PROJECT. THE MITIGATION SITE WOULD BE PLANTED AT A RATIO OF AT LEAST 1: 1 TO OFFSET PROJECT IMPACTS. THE RIPARIAN BUFFER COMPONENT OF THE OVERALL MITIGATION WOULD CONSIST OF PLANTING NATIVE TREES AND SHRUBS WITHIN THE REGULATED RIPARIAN BUFFER OF A FISH-BEARING STREAM. ALTHOUGH, MITIGATION WAS CONSIDERED UPSTREAM OR DOWNSTREAM OF THE PROJECT, OR AT A SIMILAR SUBBASIN IN THE SAME GEOGRAPHIC AREA, ON-SITE MITIGATION (WITIHIN THE PROJECT AREA AND REGULATED BUFFER OF THE BLACK RIVER) WAS SELECTED AS THE PREFERRED OPTION. ANY TREES WITH TRUNKS LARGER THAN 4 INCHES IN DIAMETER THAT ARE REMOVED WITHIN SENSITIVE AREAS OR SHORELINE ZONES IN THE CITY OF TUKWILA WILL BE REPLACED AS PRESCRIBED BY TMC REQUIREMENTS. 1.3.2 SITE SELECTION THE REGULATIONS OF THE LOCAL JURISDICTIONS (CITIES OF TUKWILA AND RENTON) IDENTIFY A PREFERENCE FOR COMPENSATORY MITIGATION TO BE CONDUCTED WITHIN THE SAME SUBBASIN AND ON SITE (TMC 18.45.090 F.5; RENTON SMP 4-3-090 D.2.D X.(I)). HOWEVER, THE CITIES MAY CONSIDER OFF-SITE COMPENSATION IF THE APPLICANT DEMONSTRATES THAT THIS PROVIDES A GREATER ECOLOGICAL BENEFIT. KING COUNTY CONSIDERED MULTIPLIE MITIGATION OPPORTUNITIES LOCATED ON THE PROJECT SITE. THE IDENTIFICATION OF AVAILABLIE PARCELS FOR MITIGATION IS DEPENDENT UPON SIZE, CURRENT SITE CONDITIONS, LAND USE, REAL ESTATE CONDITIONS, LOCAL JURISDICTION CODE, AND FUTURE LAND USE PROPOSALS. BASED ON THE CITIES' PREFERENCE FOR ON-SITE MITIGATION, PROJECT STAFF FIRST CONSIDERED OPPORTUNITIES WITHIN THE TRAIL RIGHT-OF-WAY FOR COMPENSATORY MITIGATION. ON-SITE MITIGATION OPPORTUNITIES WITHIN THE TRAIL CORRIDOR ARE CONSTRAINED BY THE NARROW LINEAR RIGHT-OF-WAY, LIMITED BUFFER AREA AVAILABLE FOR ENHANCEMENT, AND ADJACENT LAND USES AND FEATURES (E.G., RAILROAD TRACKS). OFF-SITE OPPORTUNITIES IN THE SAME SUBBASIN AND OUT OF THE SUBBASIN (IN THE SAME WRIA) WERE ALSO EXPLORED. THE PROPOSED MITIGATION SITE IS LOCATED OUTSIDE OF THE TRAIL RIGHT-OF-WAY, BUT NEAR THE TRAIL (FIGURES 5-1, 5-2, AND APPENDIX E). IT WAS SELECTED BECAUSE IT IS LOCATED IN THE VICINITY OF BOTH STREAM (BLACK RIVER) BUFFER AND WETLAND (WETLANDS 7 AND BR) BUFFER, DOMINATED BY INVASIVE SPECIES, AND LARGE ENOUGH TO ACCOMMODATE ALL OF THE PROJECT'S MITIGATION NEEDS AT A SINGLE LOCATION. THE PROPOSED MITIGATION SITE IS LOCATED WITHIN THE CITY OF RENTON AND IS OWNED BY THE CITY OF RENTON. CURRENTLY THE PROPOSED MITIGATION SITE IS BEING USED AS A NATURAL AREA AND IS PART OF THE BLACK RIVER RIPARIAN FOREST. 1.3.3 MITIGATION SITE EXISTING CONDITIONS THE PROPOSED SITE IS LOCATED BETWEEN THE BLACK RIVER, WETLAND 7, AND WETLAND BR. IT IS DOMINATED BY REED CANARYGRASS AND HIMAILAYAN BLACKBERRY. REVISIONS DATE BY DESIGNED 1.3.4 PROPOSED MITIGATION PROPOSED CONCEPTUAL MITIGATION INCLUDES ENHANCEMENT OF APPROXIMATELY 0.68 ACRE OF WETLAND BUFFER AND 0.19 ACRE OF STREAM BUFFER (SEE FIGURE 5-2). THE PROPOSED ENHANCEMENT WOULD INCLUDE REMOVAL OF INVASIVE VEGETATION, TIWNG OF SOIL. ADDITION OF ORGANIC SOIL AMENDMENT (WHERE NEEDED) AND MULCH, AND PLANTING OF NATIVE VEGETATION. RIPARIAN MITIGATION WOULD CONSIST OF PLANTING, OR UNDERPLANTING, IN AN AREA WHERE EXISTING RIPARIAN CONDITIONS ARE DEGRADED. THIS TYPE OF MITIGATION WOULD OFFSET THE PROJECT'S IMPACTS ON STREAM RESOURCES BY MAINTAINING OR ENHANCING THOSE RIPARIAN FUNCTIONS THAT SUPPORT WATER QUALITY AND FISH HABITAT. THE RIPARIAN FUNCTIONS THAT WOULD BENEFIT FROM MITIGATION INCLUDE LWD RECRUITMENT, STREAM TEMPERATURE REGULATION, BANK STABILITY, LEAF LITTER RECRUITMENT, AND WATER QUALITY FUNCTIONS. THE GOAL OF THE MITIGATION EFFORT IS TO AUGMENT THE BLACK RIVER CORRIDOR BY ESTABLISHING NATIVE VEGETATION AND ENHANCING BUFFER FUNCTIONS OF TIHE STREAM AND WETLAND 7 IN AREAS DOMINATED BY INVASIVE SPECIES. THESE EFFORTS WOULD MELD WITH PREVIOUS AND FUTURE ENHANCEMENT ACTIVITIES PERFORMED BY OTHERS. IMPACTS TO FWHCAS, OUTSIDE OF WETLAND AND STREAM BUFFERS, WILL BE COMPENSATED FOR WITH ADDITIONAL PLANTINGS WHERE VIEWS TOWARD THE HERON NESTING COLONY ARE NOT ALREADY OBSCURED BY EXISTING VEGETATION. SUCH PLANTINGS, COMBINED WITH FENCE INSTALLATION ALONG THE SOUTHERN EDGE OF THE ALIGNMENT OF THE TRAIL ADJACENT TO THE BLACK RIVER RIPARIAN FOREST, ARE EXPECTED TO REDUCE THE POTENTIAL FOR DISTURBANCE TO WILDLIFE IN THE NATURAL AREA. THESE PLANTINGS WILL BE QUALITATIVELY MONITORED FOR GENERAL HEALTH AND RIGOR IN CONJUNCTION WITH THE WETLAND BUFFER COMPENSATORY MITIGATION MONITORING (QUALITATIVE) DURING YEARS 1, 2, AND 3. 1.3.5 MITIGATION GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS THE OVERALL GOAL OF THE MITIGATION IS TO REPLACE THE HABITATS AND FUNCTIONS LOST AS A RESULT OF THE PROJECT. THE PROPOSED MITIGATION WOULD ACCOMPLISH THIS BY ENHANCING 0.87 ACRE OF WETLAND BUFFER AND STREAM BUFFER. SPECIFIC GOALS AND OBJECTIVES FORMULATED TO ACHIEVE THIS RESULT ARE PRESENTED BELOW. MITIGATION GOAL GOAL: ENHANCE 0.68 ACRE OF WETLAND BUFFER AND 0.19 ACRE OF STREAM BUFFER TO NATIVE FORESTED UPLAND. ACHIEVEMENT OF THIS GOAL IS EXPECTED TO INCREASE THE PRODUCTION OF ORGANIC MATTER BY PLANTING TREES AND SHRUBS IN THE ENHANCED BUFFER; INCREASE WILDLIFE HABITAT; AND IMPROVE BIOLOGICAL DIVERSITY BY PLANTING WITH A VARIETY OF NATIVE RIPARIAN PLANT SPECIES. MITIGATION OBJECTIVES AND PERFORMANCE STANDARDS OBJECTIVE 1: ESTABLISH A MINIMUM OF 0.68 ACRE OF FORESTED WETLAND BUFFER AND 0.19 ACRE OF FORESTED STREAM BUFFER BY PLANTING NATIVE TREES AND SHRUBS. PERFORMANCE STANDARD: YEAR 1 SURVIVAL OF PLANTED WOODY SPECIES IN ENHANCED WETLAND BUFFER AND STREAM BUFFER AREAS WILL BE AT LEAST 80 PERCENT. YEAR 3 NATIVE WOODY SPECIES WILL ACHIEVE A MINIMUM OF 35 PERCENT AREAL COVER IN TIHE ENHANCED WETLAND BUFFER AND STREAM BUFFER AREAS. YEAR 5 NATIVE WOODY SPECIES WILL ACHIEVE A MINIMUM OF 60 PERCENT AREAL COVER IN THE ENHANCED WETLAND BUFFER AND STREAM BUFFER AREAS. OBJECTIVE 2: LIMIT INVASIVE NON-NATIVE SPECIES THROUGHOUT THE MITIGATION SITE PLANTING AREAS. -.,,. .,,,'" . "' ' . PERFORMANCE STANDARD: YE"ARS 1-5 HIMALAYAN BLACKBERRY, CUTLEAF BLACKBERRY (RUBUS LACINIATUS), SCOTCH BROOM (CYTISUS SCOPARIUS), CANADA THISTLIE (CIRSIUM ARVENSE), BULL THISTLE (CIRSIUM VULGARE), AND REED CANARYGRASS WILL NOT EXCEED 20 PERCENT AREAL COVER IN ALL PLANTING AREAS. OBJECTIVE 3: PROVIDE UPLAND WILDLIFE HABITAT. PERFORMANCE STANDARD: INCREASE IN AREAL COVER OF NATIVE WOODY SPECIES IN THE PLANTED BUFFER, AS MEASURED IN OBJECTIVE 1 TO BE USED AS A SURROGATE TO INDICATE INCREASING HABITAT FUNCTIONS. OBJECTIVE 4: PROTECT THE MITIGATION SITE FROM ANTHROPOGENIC DISTURBANCE. PERFORMANCE STANDARD: YEARS 1-5 CONDUCT YE"ARLY QUALITATIVE MONITORING TO ASSESS THE STATUS OF THE SITES DURING THE 5-YEAR MONITORING PERIOD FOR HUMAN DISTURBANCE, INCLUDING BUT NOT LIMITED TO FILLING, TRASH, AND VANDALISM. 2 MONITORING AND MAINTENANCE 2.1 MONITORING THE MITIGATION AREAS WOULD BE MONITORED DURING AND AFTER CONSTRUCTION. DURING CONSTRUCTION, MONITORING WOULD ENSURE THAT THE BMPS ARE OBSERVED TO MINIMIZE IMPACTS, AND THE ON-SITE CONSTRUCTION WORK (INCLUDING EARTHWORK ANO PLANTING) WOULD BE COORDINATED TO ENSURE THAT THE SITE IS CONSTRUCTED AS DESIGNED. AFTER CONSTRUCTION IS COMPLETED, AN "AS-BUILT' MITIGATION REPORT WOULD BE SUBMITTED TO THE CITIES OF RENTON AND TUKWILA WITHIN 1 MONTH OF MITIGATION INSTALLATION. SUBSEQUENTLY, MONITORING WOULD BE PERFORMED ANNUALLY TO ENSURE THAT THE GOALS AND OBJECTIVES OF THE MITIGATION ARE BEING MET. MONITORING OF THE MITIGATION AREAS WOULD BE PERFORMED OVER A 5-YEAR PERIOD BY QUALIFIED BIOLOGISTS. A COMBINATION OF QUALITATIVE AND QUANTITATIVE MONITORING ACTIVITIES WOULD BE USED TO ASSESS THE MANAGEMENT OBJECTIVES AND ASSOCIATED PERFORMANCE STANDARDS DESCRIBED IN THIS MITIGATION PROPOSAL. ACTIVITIES WOULD INCLUDE CONDUCTING SITE VISITS TO MONITOR UNNATURAL SITE DISTURBANCE, TAKING PHOTOGRAPHS TO DOCUMENT SITE DEVELOPMENT, AND COULECTING DATA FOR THE QUANTITATIVE EVALUATION OF PERFORMANCE STANDARDS. THE RESULTS OF THE MONITORING WILL BE SUBMITTED TO THE CITIES OF RENTON AND TUKWILA ANNUALLY. APPROPRIATE CONTINGENCY MEASURES WILL BE DEVELOPED, AS NEEDED, BY A QUALIFIED PROFESSIONAL TO ENSURE THAT THE SITES DEVELOP HEALTHY VEGETATION THAT MEETS THE OBLIGATIONS DESCRIBED IN THIS MITIGATION PLAN AND THE ASSOCIATED PERMITS. STATE OF WASHINGTON LICENSED LANDSCAPE ARCHITECT J. SWENSON DRAWN 1---+------------------t----t-----t J. SWENSON ONE INCH AT FULL SCALE. IF NOT. SCALE ACCORDINGLY ------------. 1~----l------------------t----t-----t CHECKED Y. HO APPROVED FILE NAME BL 1521084PA T01200C-MP JOB No. 554-1521-084 A 2C DA).PRIL 2015 411108THAVENUE i'IE, SUITE 1800 BELLEVUE, WASHINGTON 98004 T. -1-25.458.6200 F. 425.458.6363 w1w1.pamrnetrix.corn ENGINEERING . PLANNING . ENVIRONMENTAL SCIENCES 2.1.1 QUANTITATIVE MONITORING TIHE FOLLOWING BULLETED ITEMS DESCRIBE THE METHODS TO BE USED FOR TIHE QUANTITATIVE MONITORING, MONITORING SCHEDULE, AND REPORT DEADLINES. • THE MITIGATION SITES WILL BE ASSESSED BY AN APPROPRIATE QUANTITATIVE VEGETATIVE COVER FIELD ASSESSMENT METHODOLOGY. THE LINE INTERCEPT METHOD WILL BE USED FOR DETERMINING PERCENT AREAL COVER FOR WOODY AND INVASIVE SPECIES. • QUANTITATIVE VEGETATION ASSESSMENTS WILL FOLLOW THE SAME METHOD IN EACH CONSECUTIVE MONITORING YEAR. • QUANTITATIVE VEGETATION ASSESSMENTS WILL BE PERFORMED BETWEEN JUNE 15 AND SEPTEMBER 15 OF EACH MONITORING YEAR. • MONITORING REPORTS WILL BE SENT TO AGENCIES REQUIRING MONITORING REPORTS BY FEBRUARY 15 OF THE FOLLOWING YEAR. • QUANTITATIVE MONITORING WILL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF THE SITES FROM PERMANENT PHOTOGRAPH STATIONS. 2.1.2 QUANTITATIVE MONITORING QUALITATIVE ASSESSMENT WILL BE PERFORMED YEARLY TO VISUALLY ASSESS THE HEALTH OF PLANTS AND IDENTIFY AREAS THAT MAY NEED CONTROL OF NON-NATIVE INVASIVE SPECIES OR OTHER MAINTENANCE ACTIVITIES. ADDITIONALLY, DURING YEARS 1, 2, AND 3 THE SCREENING PLANTINGS (SP-1) WILL ALSO BE QUALITATIVELY MONITORED TO VISUALLY ASSESS THE HEALTH OF TIHE PLAINTS AND IDENTIFY AREAS THAT MAY NEED CONTROL OF NON-NATIVE INVASIVE SPECIES OR OTHER MAINTENANCE ACTIVITIES. 2.2 MAINTENANCE THE PROPOSED MITIGATION IS INTENDED TO ACHIEVE THE PERFORMANCE STANDARDS WITH MINIMAL ONGOING MAINTENANCE. PLANTED VEGETATION SPECIES SHOULD BE ADAPTED TO VARYING SITE CONDITIONS IN THE PUGET SOUND LOWLAND; HOWEVER, SUPPLIEMENTAL IRRIGATION MIGHT BE NEEDED DURING THE FIRST TWO GROWING SEASONS AFTER INSTALLATION TO ENSURE THE LONG-TERM SURVIVAL OF THE PLANTS. THE NEED FOR IRRIGATION WOULD BE EVALUATED BASED ON THE CONDITIONS OBSERVED DURING THE ESTABLISHMENT PERIOD. TO ENSURE RAPID ESTABLISHMENT OF THE PLANT COMMUNITY, TREES AND SHRUBS WOULD BE PLANTED CLOSER TOGETHER THAN WOULD GENERALLY OCCUR IN NATURAL MATURE STANDS. SOME NATURAL MORTALITY IS EXPECTED TO OCCUR DURING THE MONITORING PERIOD. ALL DEAD AND DOWNED WOODY MATERIAL WOULD BE LEFT IN PLACE TO PROVIDE MICROHABITATS FOR WILDLIFE. PLANTS WOULD BE REPLACED AS NEEDED TO MEET PERFORMANCE STANDARDS. MAINTENANCE TO CONTROL NUISANCE SPECIES IN THE MITIGATION AREAS MAY BE NECESSARY. DURING THE MONITORING PERIOO, IF IT BECOMES EVIDENT THAT INVASIVE SPECIES ARE IMPEDING ESTABLISHMENT OF DESIRABLE NATIVE PLANTS, MEASURES WOULD BE IMPLEMENTED TO CONTROL NUISANCE SPECIES. A PROGRESSIVELY AGGRESSIVE APPROACH WOULD BE USED TO CONTROL NUISANCE SPECIES. CONTROL MEASURES WOULD FIRST INCLUDE HAND CUTTING AND/OR GRUBBING AND REMOVAL; IF THIS FAILS, AN ENVIRONMENTALLY SENSITIVE HERBICIDE (RODEO® OR EQUIVALENT) MAY BE APPLIED. 2.3 CONTINGENCY MEASURES IF MONITORING INDICATES THAT THE SITES ARE NOT MEETING PERFORMANCE STANDARDS, CONTINGENCY MEASURES WOULD BE IMPLIEMENTED (TABLE 2-1 ). SITE CONDITIONS WOULD BE EVALUATED TO DETERMINE THE CAUSE OF THE PROBLEM AND THE MOST APPROPRIATE COUNTERMEASURES. INFORMATION FROM THE ANNUAL MONITORING PROGRAM Will BE USED TO IDENTIFY ANY MAINTENANCE AND/OR I . . . . -,· .. ,--. . , , CORRECTIVE ACTIONS. IF PROBLIEMS ARE IDENTIFIED IN MONITORING, KING COUNTY BIOLOGISTS WILL DETERMINE THE CAUSE OF THE PROBLEM AND IMPLEMENT PROPER MAINTENANCE OR CORRECTIVE ACTIVITIES. THESE ACTIVITIES WILL BE DISCUSSED IN THE ANNUAL MONITORING REPORT. TABLIE 2-1. CONTINGENCY MEASURES FOR THE MITIGATION SITES PROBLEM CONTINGENCY MEASURE LESS THAN 80% OF PLANTED WOODY KING COUNTY BIOLOGISTS (OR OTHER QUALIFIED BIOLOGIST) SPECIES SURVIVE IN YEAR 1 WOULD ASSESS THE SITE TO DETERMINE WHAT CONDITIONS ARE PREVENTING THE PLANTS FROM THRIVING. APPROPRIATE MEASURES WOULD BE TAKEN TO CORRECT ANY CONDITIONS THAT ARE LIMITING GROWfH. LOST PLANTS WOULD BE REPLACED WITH APPROPRIATE NATIVE SPECIES UNLESS APPROPRIATE NATIVE WOODY SPECIES ARE VOLUNTEERING AT A RATE SUFFICIENT TO REPLACE THEM. ADDITIONAL MEASURES (SUCH AS PROVIDING ADDITIONAL PROTECTION) WOULD BE CONSIDERED IF NECESSARY. ADDITIONAL PROTECTION COULD INCLUDE THE USE OF AN HERBIVORE REPELLENT (PLANTSKYDD OR EQUIVALENT). PERCENT COVER FOR WOODY SPECIES NOT KING COUNTY BIOLOGISTS (OR OTHER QUALIFIED BIOLOGIST) MET IN YEAR 3 OR 5 WOULD ASSESS THE SITES TO DETERMINE WHAT CONDITIONS ARE PREVENTINp THE PLANTS FROM THRIVING. APPROPRIATE MEASURES WOULD BE TAKEN TO CORRECT ANY CONDITIONS THAT ARE LIMITING GROWTH. INVASIVE SPECIES EXCEED PERCENT IMPLIEMENT /REVISE INVASIVE SPECIES CONTROL PLAIN. COVER THRESHOLD PERFORMANCE STANDARDS NOT MET CONTINUE THE MONITORING REGIME FOR 1 ADDITIONAL YEAR. AT YEAR 5 THE SITES WOULD CONTINUE TO BE EVALUATED EVERY YEAR UNTIL THEY MEET THE STATED PERFORMANCE STANDARDS ASSOCIATED WITH MANAGEMENT OBJECTIVES. OTHER CONTINGENCY MEASURES MAY BE IMPLEMENTED DURING THIS PERIOD. 60°/o REVIEW SUBMITTAL NOT FOR CONSTRUCTION PROJECT NAME LAKE TO SOUND TRAIL SEGMENT A GREEN RIVER TRAIL TO NACHES AVE SW MITIGATION NOTES DRA'MNG NO. 47 OF 47 MP-3