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HomeMy WebLinkAboutLarge Format' ' ' ' ' 1 \ 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 RUNWAY/ I I SYM I I I I I I I I I I I I I I \ I I \ 10+00 4 4 <J 4 I rgJ { f ( I I I I I I I I I I I I I I I I \ I I I I I I I REVISION <J ,/j d <J D I ACClSS ROD I I I I I I ( I I ) \ \ \ \ \ \ \ I \ I I BY APPROVED 11 +00 \ I \ ;~ ,-g I ... I -0 0 -< OD °' r "' 0 ~· DATE SYM LAKE WASHINGTON CONSTRUCTION Ct_ = "A" LINE NEW BRIDGE 12+00 ---+------- EXISTING VEGETATION TO REMAIN I I I EMBANKMENT RIPRAP, SEE CIVIL DWGS -----MITIGATION PLANTING ( 1344 SF) ---------REINFORCED SOIL WITH LIVE STAKES (OHW 15.5') -----HABITAT GRAVEL I I I HABITAT GRAVEL ~=---------Df-41 _j_l JJ.L REINFORCED SOIL WITH 1 -------~~H-lli41li LIVE STAKES (OHW 15.5') - EXISTING BULKHEAD - --------EXISTING VEGETATION TO REMAIN PLAN MITIGATION PLANTING (1185 SF) -- ·---------------, ------ CEDAR RIVER EXISTING BULKHEAD ---- EXISTING VEGETATION TO REMAIM--------__.... SCALE: 1 "=20'-o" @ 20 0 20 40 1n -20' - sco.le feet \ \ \ REVISION BY APPROVED DATE - I I I I ,_:_:-~?--_ =-- -----------·-·----~ I ( I I 13+00 0 ~.IIIIEIND" !"1 - (/) C: ---i ' =< CTl J> (/) s: rrl z ---i p I I I I I I ( \ I I ~ I I \ ' ) I EXISTING PARK CEDAR RIVER TRAILo ACCEPTABILITY THIS DESIGN AND/OR I \ D SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE \ \ \ 1 00 WALKWAY DRAWN CHECKED R CHECKED APPROVED APPROVED \ \ DOCK \ 0 \ DATE BOATHOUSE 0 AV @ 0 @: 000 PERMIT SET NOT FOR CONSTRUCTION i SUBTITLE LANDSCAPE PLAN TITLE REPLACE NORTH BRIDGE . NORTH BRIDGE CEDAR RIVER STRUCTURAL MASTER LEGEND F)'::/:1EJ REINFORCED SOIL WITH LIVE STAKES HABITAT GRAVEL 0 EXISTING VEGETATION TO REMAIN GENERAL NOTES 1. ALL WORK SHALL CONFORM TO WASHINGTON STATE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, DATED 2012 AND AMENDMENTS. 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD 83(91) 4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 5. TO CONVERT ELEVATIONS SHOWN HEREON TO CITY OF RENTON VERTICAL DATU MN (NAVD 88) SEE DWG C010. 6. SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36"). REFERENCE DRAWINGS SEE DWG. LS001 FOR NOTES AND PLANTING SCHEDULE. SEE CIVIL PLANS FOR TEMPORARY EROSION AND SEDIMENT CONTROL REQUIREMENTS. City of Renton Planning Division DEC-2 6 1U11 CURRENT REVISION SYMBOLO R I G DATE 12.18.12 LS100 JOB NO. W511958 COMP NO. RENTON, WA DWG NO. RTN-NBRDG-LS100 ----·------- PLANT MATERIALS SCHEDULE SYMBOL COMMON NAME BOTANICAL NAME SIZE/CONDITION SPACING MAX. HT. G DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 1 GAL CONT 2' oc 2' 0 LUPI NUS POLYCARPUS SMALL FLOWERED LUPIN 1 GAL CONT 3' oc 2' 0 LUPI NUS POLYPHYLLUS LARGE LEAF LUPIN 1 GAL CONT 3' oc 4' 0 PHILADELPHUS LEWISII MOCK ORANGE 1 GAL CONT 6' oc 1 o' 0 PHYSOCARPUS CAPITATUS PACIFIC NINEBARK 1 GAL CONT 6' oc 8' _.,.,.., "",,,,'J: SALIX SITCHENSIS SITKA WILLOW 1 GAL CONT 6' OC 1 o' <) SPIRAEA BETULIFOLIA SHINY-LEAF SPIRAEA 1 GAL CONT 2' oc 2' 0 SPIRAEA DOUGLASII DOUGLAS SPIREA 1 GAL CONT 4' oc 6' LIVE STAKES SALIX HOOKERIANA HOOKERS WILLOW 3'-4' STAKE 3 PER LF 1 o· . -· --, __ ., ·--•.c ------·----·~-"----~---·-·--~ ,. .•.. -. -~-------------.. --------- IRRIGATION MATERIALS SCHEDULE SYMBOL @ MANUFACTURER/MODEL/DESCRIPTION ROTARY SPRAY HEAD HUNTER MP3000 ROTATOR AND 12'' POP-UP BODY HUNTER MODEL #PROS-12-PRS40-CV-MP300090 1" AUTOMATIC CONTROL VALVE HUNTER MODEL #ICV-101 G BATTERY-POWERED AUTOMATIC CONTROLLER HUNTER MODEL #NODE-100 POINT OF CONNECTION SEE DETAILS IRRIGATION LATERAL LINE: 1" PVC SCHEDULE 40 IRRIGATION MAINLINE: 1-1 / 4" PVC SCHEDULE 40 VALVE KEY ~--VALVE NUMBER I #"\ # ~ VALVE FLOW (GPM) \ #,/ '~-~ VALVE SIZE GPM PSI RADIUS ARC 1.44 40 25' ADJ90-210 QUANTITY 114 46 44 12 4 7 67 1 6 531 EA (177 LF) --...,,_.,,___ ----... --... _.__. ___ - PLANTING NOTES 1 . MITIGATION PLANTINGS SHALL BE IN ACCORDANCE WITH APPROVED LOCAL, STATE, AND FEDERAL PERMITS. SHORELINE RESTORATION SHALL BE CONSISTENT WITH THE CITY OF RENTON FLOODPLAIN REGULATIONS. 2. COORDINATE WORK SHOWN ON THE LANDSCAPE DRAWINGS WITH OTHER PROPOSED SITE WORK. 3. INSTALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION, SEE CIVIL DRAWINGS. 4. CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING THEM. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF ALL UTILITIES. ANY DAMAGE RESULTING FROM THIS WORK MUST BE RESTORED AT THE CONTRACTOR'S EXPENSE AND TO THE SATISFACTION OF THE OWNER. 5. CONTRACTOR TO VERIFY ALL QUANTITIES, MEASUREMENTS, AND SITE CONDITIONS. PROVIDE QUANTITY OF PLANT MATERIAL ON PLAN OR PLANT SCHEDULE, WHICHEVER IS GREATER OR TO COVER AT SPECIFIED SPACING. 6. ALL PLANT MATERIAL AND LOCATIONS TO BE INSPECTED BY PROJECT MANAGER PRIOR TO INSTALLATION. 7. PROTECT EXISTING TREES TO REMAIN DURING CONSTRUCTION PER THE CLEARING AND GRUBBING REQUIREMENTS OF THE SPECIFICATIONS. 8. ROCK & DEBRIS (LARGER THAN 1" IN DIAMETER) IN PLANTING AREAS SHALL BE REMOVED AND REPLACED WITH NATIVE BACK-FILL REASONABLY FREE OF STONES, PLANTS, ROOTS STICKS AND OTHER FOREIGN MATERIALS. 9. INSTALL COIR LOGS AND LIVE STAKES AT ORDINARY HIGH WATER MARK (EL +15.49) PER DETAILS. 10. PROVIDE AND INSTALL 18" OF TOPSOIL PLANTING MIX AND INSTALL PLANTINGS PER DETAILS. 11 . AFTER PLANTING, ALL MITIGATION AREAS SHALL RECEIVE 3" OF MULCH. 12. RE-GRADE AND SEED STAGING AREAS AND ALL OTHER ADJACENT AREAS DISTURBED DURING CONSTRUCTION, SEE EROSION CONTROL PLANS. 13. THE CONTRACTOR SHALL MAINTAIN AND WATER THE PLANT MATERIAL AS NECESSARY TO MAINTAIN THE PLANTS IN A THRIVING CONDITION AFTER ACCEPTANCE THROUGHOUT THE WARRANTY PERIOD. 14. WHEN INSTALLATION HAS BEEN ACCOMPLISHED, SUBMIT TO THE OWNER A WRITTEN REQUEST FOR FINAL INSPECTION. NOTIFICATION OF ACCEPTANCE OF ALL WORK WILL BE MADE BY THE OWNER TO THE CONTRACTOR IN WRITING, EXCLUSIVE OF THE POSSIBLE REPLACEMENT OF PLANTS SUBJECT TO GUARANTEE, OR IF THERE ARE DEFICIENCIES OF THE REQUIREMENTS FOR COMPLETION. ····-··--·· .. ------~---. .--·--_ _,_ _____ , __ ---'·--. ------·=·>·-------·---____ , ____ -<a. IRRIGATION NOTES 1. ALL SHRUB PLANTING AREAS TO BE IRRIGATED BY A TEMPORARY IRRIGATION SYSTEM FOR A 2-YEAR DURATION PER CITY LANDSCAPE CODE. 2. IRRIGATION SYSTEM WILL UTILIZE EXISTING FIRE HYDRANT EAST OF BOAT HOUSE RAMP FOR TEMPORARY WATER SOURCE. CONTRACTOR SHALL COORDINATE WITH THE CITY TO INSTALL A TEMPORARY METER AND DOUBLE-CHECK VALVE ON THE HYDRANT AT THE POINT OF CONNECTION. 3. IRRIGATION MAIN AND LATERAL LINES MAY BE INSTALLED ABOVE GRADE AND SECURED WITH STAKES OR OTHER APPROVED METHOD. ROUTE LINES UNDER BOAT HOUSE GANGWAY AND NEW BRIDGE TO IRRIGATION AREA. PROVIDE GATE VALVE AT POINT OF CONNECTION AND DRAIN VALVES IN MAINLINE AT 100-FEET ON CENTER. 4. IRRIGATION SYSTEM IS DESIGNED BASED ON MINIMUM CITY WATER PRESSURE OF 70 PSI AT THE POINT OF CONNECTION. VERIFY CONDITION AND NOTIFY CONSTRUCTION MANAGER IF DIFFERENCES ARISE BETWEEN ACTUAL PRESSURE AND DESIGN PRESSURE. 5. IRRIGATION PLANS ARE SCHEMATIC. FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES AND STRUCTURES. 6. COORDINATE IRRIGATION HEAD LAYOUT WITH NEW PLANT MATERIALS, DO NOT ALTER HEAD LOCATION, PIPE LAYOUT, OR VALVE LOCATION WITHOUT WRITTEN APPROVAL FROM THE CONSTRUCTION MANAGER. 7. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE ADEQUATE COVERAGE AND MINIMIZATION OF OVER SPRAY ONTO WALLS, STRUCTURES, PARKING AREAS, ETC. 8. INSTALL ALL IRRIGATION PIPE IN MINIMUM 2'' PVC SLEEVE BELOW ALL PAVED SURFACES. SLEEVE IRRIGATION MAINLINE UNDER BRIDGE, SEE STRUCTURAL. 9. COORDINATE IRRIGATION POINT OF CONNECTION AND LOCATION OF AUTOMATIC CONTROL VALVES WITH PROJECT MANAGER. 10. CONTRACTOR TO PROGRAM AUTOMATIC CONTROLLER TO ALLOW FOR THE EQUIVALENT OF 1" OF WATER PER WEEK. ' --- PERMIT SET NOT FOR CONSTRUCTION ----- City of Renton Planning Division DEC) B 1011 ~..JBerger.AB.A1vf 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 N (206) 431-2300 Fax: (206) 431-2250 -:,,- ~SY-M~-------REV~l,1-0N-------,--BY-,-A-PP-ROVE-D-,-D-AT-E --,-S-YM-r-------:::REv1::::s=10N,---------~-:BY~-,-A=PP::::Ro=vE:::--D ~~DA=TE----,----------------,----------,,----{--H;::--:s c=D~=:!=:-:~=~N--1 ~1=;;--R ---,ioiRiRAiWiWNff""'--'11oiA1A1FEE -,,s;u,usmr1rniLE,--1 .... -L_A_N_• _D_S_C_A_P_E __ N_Q_T_E_S ______ TccD'FuRiRlRE'NiNT'FRi5EViisi1s1'6j;oNi--Tis;';;;yMiBCBoiCLQ~R:;--;l-;::G::r;oiiii'ATi'EE-1-2-.1-8.-12-----J ~ f-....:A:~::~~~~:~~A:.'.'.'..l~N~IS~::.'.:.'.:;~_ov;_::ED:'.....DAT_E-JrnCHIGIIECsrrKErnD--,--tTTITITlELE ______ N"R""o:JIRAICNT:--H.,;NO"'smTHUROl"51D"'DGNE'E _______ i-,,s=HE=ET--L-S_O----L0-1---+---------;~ rzi-11DEIND• CE DAR RIVER r-cJO=B ~No~. __ W5_1_19_5_8 --~c-oM_P _No_. ------1~ RENTON, WA OWG NO. APPROVED APPROVED CIVIL MASTER RTN-NBRDG-LS001 ' ~\ ' ' \ \ I I \ I I I I I I I I I I I I I I I J ___ - I I I I I I I I RUNWAY i I I SYM I I I I I I I \ I I I I I I I \ \ I 10+00 <I REVISION I I I I I I I I I I I I I I I I \ I I I I I I I I \ \· - \ \ \ Ac2~ss ROAD \ \ I I oi BY I I I I ) \ I ! ( \ \ \ \ \ \ \ \ I I APPROVED 11 +oo I I \ I I \ DATE SYM LAKE WASHINGTON NEW BRIDGE -- EXISTING BULKHEAD -----EXISTING VEGETATION TO REMAIN ~ - CEDAR RIVER 12+00 ---+--- -- EXISTING BULKHEAD ---- PLAN @ ----,----------~ N SCALE: 1 "=20' -0" 20 0 20 40 1' = 20' scule feet REVISION BY APPROVED DATE EXISTING VEGETATION~ TO REMAIN I I I --------I 13+00 l, 0 ~DEIND" <] I \ \ I \ 11 \ 1 00 I I / It/) \ C 4 r =< I s;:' \ U) ~I 4 \ I \ r ' ) I WALKWAY @ EXISTING PARK -------- CEDAR RIVER TRAILo \ DOCK \ 0 \ D @ BOATHOUSE POINT OF CONNECTION 0 @ 75.93 PERMIT ~ET NOT FOR CONSTRUCTION LEGEND SEE IRRIGATION SCHEDULE FOR MORE INFORMATION ---1i PVC MAINLINE ® IRRIGATION HEAD ~ IRRIGATION VALVE ~ POINT OF CONNECTION GENERAL NOTES 1. ALL WORK SHALL CONFORM TO WASHINGTON STATE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, DATED 2012 AND AMENDMENTS. 2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. 3. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD 83(91) 4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 5. TO CONVERT ELEVATIONS SHOWN HEREON TO CITY OF RENTON VERTICAL DATUMN (NAVO 88) SEE DWG C010. 6. SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36"). REFERENCE DRAWINGS SEE DWG. LS001 FOR NOTES AND IRRIGATION SCHEDULE. SEE CIVIL PLANS FOR TEMPORARY EROSION AND SEDIMENT CONTROL REQUIREMENTS. City of Renton Planning Division DEC'2 6 tu1Z 12.18.12 ~~CD~:I~~~~~~ 1-.rn::~::E~D --------+-DAT-E -------lSUBiEMPORARY IRRIGATION PLAN CURRENT REVISION SYMBOLO R I G DATE ~_,::SP_:::EC;::IF'.'.'.'.:ICA'.'.,'.'.TIO'.'..'.,N_::;IS_:A'...'._PP~RO.:,:VED~--IEJ<GfNE'.i~--------J-----t,,;~--------;c;;:;:::;---;-;:::;::--;-;-;:;~--;::;;:;;;;-;:;-;:::------------jsHEET APPROVED BY DEPT. DATE E GIN TITLE REPLACE NORTH BRIDGE NORTH BRIDGE CEDAR RIVER CHECKED APPROVED APPROVED STRUCTURAL MASTER LS200 JOB NO. COMP NO. W511958 RENTON, WA OWG NO. RTN-NBRDG-LS100 ~-------EROSION CONTROL SEED MIX AT TOP OF BANK 12" REINFORCED SOIL LIFT. OUTER FABRIC: NONDEGRADABLE GRID INNER FABRIC: NONWOVEN COIR TOP EL. = 16.5' BOTTOM EL. = 15.5' 24" LONG, WEDGE SHAPED 2X4 STAKES AT MAXIMUM 3' SPACING TO SECURE FABRIC. KEYED-IN GEOTEXTILE FABRIC _ _, 1.0' FILTER STONE, SEE --~ SPECIAL PROVISIONS NOTES: ~-SLOPE SHRUB PLANTING TOP OF BANK ELEV.=19.0' ~---36" LIVE STAKES, 3 STAKES PER LINEAR FOOT. EMBED 75% OF STAKE IN SOIL. sz 100 YR FLOOD EL.= 17 .1 (SEE NOTE #2) sz EST. OHW EL.= 15.5 ~---HABITAT GRAVEL, SEE SPECIAL PROVISIONS. TOP EL. = 15.5'. BOTTOM EL. = 13.5' 1. ELEVATIONS SHOWN ARE AT UPSTREAM FACE OF PROPOSED BRIDGE. 2. 100-YEAR FLOOD WATER SURFACE ELEVATION VARIES FROM 17.9' AT UPSTREAM FACE OF TEMPORARY BRIDGE TO 15.8' AT DOWNSTREAM FACE OF PROPOSED BRIDGE. @ ?rsETAIL-CHANNEL EMBANKMENT I ~-~OTARY SPRAY HEAD ,.,-----MALE ADAPTER BARBED INSERT FITTING ~--+LEXIBLE SWING PIPE (LENGTH AS REQUIRED) ~--REBAR SUPPORT POST ~------,..,LASTIC ZIP TIES (12" o.c.) ~-VEGETATION .;-----MALE ADAPTER BARBED INSERT FITTING ,------j V RADIATION RESISTANT PVC LATERAL PIPE ...._-FINISH GRADE ~ ~~OVE GRADE SPRINKLER ASS EMBLY 7.5' al EMBANKMENT RIPRAP ,-'. ~-EXCAVATION LIMITS FOR RIPRAP PROTECTION PLACEMENT, TYP 0 @ ~~RUB PLANTING SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE REMOVE BINDINGS AND BURLAP FROM ROOTBALL, MASSAGE ROOTBALL TO LOOSEN ROOTS -FINISH GRADE ---3" DEPTH OF COMPOST MULCH -----SCARIFY SIDES AND BOTTOM -----PREPARED PLANTING MIX (SEE SPECIFICATIONS) "--PLACE ROOTBALL ON TOP OF A CONE OF SOIL ~----------~n------LOCKING VALVE BOX ~ + + + . ------SVC CONTROLLER _~MOUNDED MULCH IN 1---+ -+-A' HIGH VISIBILITY AREAS t + + n,-r"--c:=:::==--pvc LATERAL PIPE ,,....J,-.,i..........;+ + /+!-'.+"-;----BRICK OR CONCRETE BLOCK AT EACH CORNER TO SUPPORT BOX FINISH GRADE ------ISOLATION BALL VALVE 2 1 KEY NOTES: 1. EXISTING FIRE HYDRANT IRRIGATION SUPPLY 2. TEMPORARY HYDRANT METER PER CITY STANDARDS 3. TEMPORARY DOUBLE-CHECK VALVE PER CITY STANDARDS 4. IRRIGATION WATER MAIN @ ~~OVE GRADE IRRIGATION VALVE AND BOX @ POINT OF CONNECTION DIAGRAM 0 NTS PERMIT SET NOT FOR CONSTRUCTION City of Fi,,;nton PlanriintJ Division o.c: ~ ~ 1011 f~Berger.AB.A11 :,, [L 33301 9th Avenue South, Suite 300 ro Federal Way, Washington 98003-2600 6 (206) 431-2300 Fax: (206) 431-2250 co 1----------------,---,------,---r---,----------------,---,r-----i----,-----------------,------,--------rn;:DRA'AiiwiNN -----ii'iDAATIJE,-----,;;;,SUOTIBTITLTI<E,---1-------....... ------""-----,,,cuiiRRRR<1EN'"'T"'REVWIS""ION~"SMYMWBQttL --rn:DAITTJE,-------, ~ BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY LANDSCAPE D ETAI L.S o THIS DESIGN AND/OR CHEC ED 12.18.12 .:::'_ SPECIFICATION IS APPROVED "=sH=EET---~----1-----------< ~ 1111151'~1;® l-A~PP~Ro~vE~o~sY~~oE~n~.~o~M-E~:~:oo:TI:r------J--~nT1TmLE,-------,N~QmpRMC~T~H~OmBnR~BnrlD~IG~GErE-------:Jo=s~No~.-L_S_5_Q_Q __ --+=co=MP~N=o.-----ji APPROVED CEDAR RIVER f==-~_W_51_19_5_8 --~-----j~ APPROVED CIVIL MASTER RENTON WA DWG NO. ' SYM REVISION RTN-NBRDG-LS500 RUNWAY. I I I I ' ' --------------.... 6 EXISTING SHEET PILE WALL STA "T'' 21 +20.00 (o.o' LT/RT) BEGIN STA 'T' 20+60.00 ( 15.0' LT/RT) SEC. 6, T. 23 N., R 5 E,. W.M. ~ LAKE WASHINGTON ~ EXISTING BRIDGE ==·=··=·=----=·· == ======== ·-···--- EXISTING APRON GRADE AS NECESSARY TO STABILIZE APPROACH SLAB END STA "T" 22+80.00 (16.0' LT/RT) ANGLE POINT 5 STA ''f" 23+24.63 (o.o· LT/RT) '\' r,.) \ I I (.n ~ I I I I I I I I ~ I I I I i I I I 1. \ END PROJECT - I . ' I I I I I I I I I I I ~==~" I \ 4 0 N N r--cq "' ..,: '-" "' r-.: >-z N "' z + 5i + + 0 0 0 0 .., N X N N <D w ' 0 0 '-" ' <D i-"1 l--"1 z i-' ti 0, :r: 0, "' ~= u ~= ~ - X ':.: -' w <nw :,a (/)W V, w GRADE AS NECESSARY TO STABILIZE APPROACH SLAB t-----PR EXISTING APRON \ ----OPERTY 0 -+ N !- · EXISTING BULKf-fEAD 0 0 N , N i" -' (/) w l" -20' - LINE ------_ 20 I CEDAR RIVER PLAN SCALE: 1 "=20' -0" 0 sea.le 20 -----i, I I / I. I I I ( EXISTING I I I BULKHEAD~ 1 1_, \ \ ' U' I \ ~ -'= @ 40 feet 0 n + "' N 0 j--~ N .N i" (fl c:l \ I \ I I \ I I / I I I >-z 0 , "' z ti x w \ \ "' rn 0 r--+ ____ .,,.., N . "' '° n 0 N i" -' (fl w " " " 4 6 co a:, '° "' ..,: >-rn C) "' z + zn i" -+ N o,.., (/) N 'N "'x <D l--V} ~= NW rn:r: 0 5i i-,N -u i" -' x~ -' ':.: <n CJ w (fl w :,a 30 .----J-,,--f----,-+--,----,-----r--+·~""""T----,----,-----,----,----,---t--,------,----i--,---,,----,---,,--, 30 20 TEMPORARY BRIDGE SURFACE GRADE AT (l_ . --~-J. =iJ~. -~0~·00~%~t. -~-=-'-f, r==1f~~~=1~§;0~;~:=·=fr1t--=-=-f~uF=t===f=fF=1· =0~,00=%==f=+i:.:::::f;:;ffi~Fc~:~s~Ti=1g~~M=-i=~~rf-:0 ~· 0 ~ 0%;, ~+~ .. :-.-:= ... =_;_~~2-:93%~o~±~----=c=J--I :c•= 20 :K EXISTIN~ 6}ISJH!~~~M • ~G1cJ~Nio _/:: 10 1---------1---··-·-----f-----''>.._·+·-··----1tt----suLKHEAD ----t----....-i-------------------·-····-~----+--,,'---+----+-----+-- ..,.,.,,. ,_. -c---0 -----------'-----~ ---t-------. ·----+----< 10 0 IL -----~" ~--.,,.,.. ------•--a·-.-•• ---- . • HISTORIC CHANNEL DREDGE ELEVATION 7.0 L ___ L__ __ __1 ___ __1 ___ __1 ___ -1.. ____ __J_ ___ _J__ ___ __L ___ ....L. ___ ....L. ___ _1_ ___ ..1._ ___ _L_ ___ _c_ ___ ,__ ___ ~---'-----' 0 PROFILE SCALE: 1 "=20' -o"(HORIZ.), 1 "= 1 o'(VERT.) ("A" LINE) ~I CC\ ij I \ I I I I t BOAT HOUSE' DOCK \ MATCH EXISTING @ I N62' 56' 32"E s-/ \\ L=129.75' / 0 s~ ~ ~sr s-Cj \ s --------/ \ srs .___e:, I I \ I I 0 ----- / srs.___....___ -srs Cj ~ 0 . / "'./ c)S Cj. / s'\'2.",·, -· . ,.~:s.::. ·">---, ·--,,,.--~-.-~ ,----.. . ' . \ \ \ \ \_ ____________ _,_ __ _ - -0 NOTE: LEGEND ~ L.!.J --STS-- NEW CEMENT CONC. PAVEMENT STORM SEWER PIPE EXISTING CONTOURS PROPOSED CONTOURS --11111--ORDINARY HIGH WATER (15.49') 100-YR FLOOD (17.07'): --lOOYR -- 1° d g RUNWAY POSITION HOLDING SIGN WIND CONE GENERAL NOTES: 1. MAINTAIN POWER TO RUNWAY LIGHTING AT ALL TIMES. 2. SIDE SLOPE EMBANKMENT SHALL BE GRADED TO HISTORIC DREDGE ELEVATION (7.0). 3. TEMPORARY SIDE SLOPE SHALL NOT EXCEED 2H:1V. CONSTRUCTION NOTES: CD G) © ® ® INSTALL HOLDING POSITION MARKER. INSTALL TYPE 6 CEMENT CONCRETE CURB PER WSDOT STANDARD PLAN F-10.42-00. INSTALL RUNWAY HOLDING POSITION SIGN. INSTALL WIND CONE. INSTALL TOW PATH CENTERLINE. INSTALL NEW CEMENT CONCRETE PAVEMENT. SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36"). f) BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 ..,. 0 "' PERMIT SET NOT FOR CONSTRUCTION N (206) 431-2300 Fax: (206) 431-2250 ---.... ,__sY_M ________ R_EV1_s1-oN--------,---BY--.--AP-PR-ov-ED-.---DAT-E--,,---SY-M--,---·-----R-EV1-s-10N---------,---B-Y-r-1>P-PR-ov_ED_r-_DA-TE-.-------------------,--------,---;-H~-Co-~-:~-:-~-l~-~-R--mcH~:wfc:•rn---,iWAillJ:---,tssiiFusiii'T1TmLE~i..T-E-M--P-.-B-R-I-O-G-E-S-I-T-E-P-L-A-.N---,7.cueuRiRiRE'N'NTriRRFEViii<1smi10ii'"N-iRsytilMRCBO"-LO;:::-;:R~l:--:;::i1iioAffirE--12-.-18-.-12--i~ I--S::_P:::EC:.:IFl::::CA~TIO:::N_::IS;._:A::_PP~R::;OV,::.:ED:..._--ID=E<---r----itrrnY"------DCTilli0c'w1DTL:i"""coorc--------i SHEET ~ APPROVED .BY DEPT. DATE ::G~:Eo TITLE NQRCT HOBRIDGE C951 ~ 1-J=os~N=o.--------t""'co""M""P ""'No'""". ------l ~ CEDAR RIVER ~c,---_W_51 _195_8 -~-------13 RENTON, WA OWG NO. <tJ-.11DEING• APPROVED APPROVED TRUCTURAL MASTER RTN-NBRDG-C951 5-14 5-40.3 5-44 VICINITY/ SITE MAP PROJECT LOCATION PUGET SOUND POWER & LIGHT COMPANY LAKE WASHINGTON <O l 5-409 33 '? "? C C 5--401 I .--. I LOT 8 ~ ' I> z w , z I I I I ,l.,11-•1 I I I I I I I z ~ i] [ i z ~ ~ I "w ~~ ~« i/'o ! 10-20 I z z 10-16 z z w ~ ~ ~ , " il s!~ ~ a ~ ~il ~ ~ w ii' ~ a, ~ N. 5TH EET IIJ N. 4TH EET [ 1~1 1~11;,::I =~11 PLAN VIEW @ ~--N SCALE 1 " -600" -0" \ r N. 8TH STREET REPLACE NORTH BRIDGE CEDAR RIVER LEGAL DESCRIPTION BOEING COMMERCIAL AIRPLANE PARCEL 1-80 Cl1Y OF RENTON. KING COUN1Y. WASHINGTON THE FOLLOWING DESCRIBED TRACT OF LAND IS THE RESULTANT CONSOLIDATION OF RECORD TITLE VESTED IN THE BOEING COMPANY. A DELAWARE CORPORATION AND PUGET SOUND POWER & LIGHT COMPANY. A MASSACHUSETTS CORPORATION. COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY, LIMITED LIABILITY REPORTS NUMBER A-253802. A-253803, A-253804. UNIT 13. DATED JANUARY 11. THROUGH JANUARY 21. 1980. THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF GOVERNMENT LOTS 1. 2. AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 8. TOWNSHIP 23 NORTH. RANGE 5 EAST. WILLAMETTE MERIDIAN. IN THE CITY OF RENTON. KING COUNTY. WASHINGTON; AND OF C.H. ADSIT"S LAKE WASHINGTON PLAT AS RECORDED IN VOLUME 8 OF THE PLATS. PAGE 79. RECORDS OF KING COUN1Y. WASHINGTON; AND OF BLOCK C. THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS. AS RECORDED UNDER KING COUN1Y AUDITOR'S FILE NUMBER 5927582; AND OF CERTAIN SHORE LANDS OF LAKE WASHINGTON SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY UDO HESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 156371; AND OF VACATED LAKE WASHINGTON BOULEVARD (FORMERLY PARK STREET); AND OF THE ABANDONED BURLINGTON NORTHERN INC. RAILWAY (FORMERLY NORTHERN PACIFIC RAILWAY) RIGHT-OF-WAY. PARCEL 11-80 CITY OF RENTON KING COUN1Y WASHINGTON THEFOL[OWING DESCRIBED TRACTS OF LAND SHOWS RECORD TITLE VESTED IN THE. BOEING COMPANY. A DELAWARE CORPORATION. COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY. LIMITED LIABILITY REPORT A-253196. DATED JANUARY 21, 1980. ALL BEARINGS ARE REFERENCED IN THE GRID MERIDAN OF THE WASHINGTON COORDINATE SYSTEM. NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1. 2. AND 3 AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M .• IN THE Cl1Y OF RENTON. KING COUNTY. WASHINGTON. PARCEL 111-80 Cl1Y OF RENTON. KING COUNTY. WASHINGTON THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING COMPANY. A DELAWARE CORPORATION. COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY. LIMITED L1AB1Ll1Y REPORT A-253195. DATED JANUARY 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COORDINATE SYSTEM. NORTH ZONE. THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUARTER OF SECTION 8. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M., IN KING COUNTY, WASHINGTON PARCEL IV-80 Cl1Y OF RENTON KING COUNTY WASHINGTON THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION. COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY. LIMITED LIABILl1Y REPORT A-253807. DATED JANUARY 21. 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 7. TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M .• IN KING COUNTY. WASHINGTON. LYING EASTERLY OF COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY AND WESTERLY OF LOGAN STREET NORTH AS DEEDED TO THE STATE OF WASHINGTON UNDER AUDITOR'S FILE NUMBER 3261297. NOTE: PARCEL BEARING DESCRIPTION IS ATTACHED TO PERMIT PACKAGE. CODE SUMMARY DESCRIPTION OF WORK: WORK WILL CONSIST OF DEMOLITION OF THE EXISTING BRIDGE STRUCTURE AND APPROACH APRONS INCLUDING FOUNDATIONS TO BELOW THE PLANNED DREDGE ELEVATION. REMOVAL OF BULKHEADS AND RESTORATION OF THE CHANNEL GRADING. CONSTRUCTION OF CHANNEL BANK ARMORING. RESTORATION OF CHANNEL HABITAT. CONSTRUCTION AND DEMOLITION OF A TEMPORARY BRIDGE. AND CONSTRUCTION OF A NEW PERMANENT BRIDGE. CONTRACTOR: BOEING PROJECT ENGINEER: MICHAEL SULLIVAN PHONE 425-965-2421 ~~cc=-=-=-"'--- BOEING CONTACT: MARK CLEMENT PHONE 206-617-2944 ~---------~ APPLICATIONS/PERMITS RELATED TO PROJECT: COE. SHORELINES. BLDG. PERMIT. HPA, WATER QUALITY. CZM. ZONING: DESIGN CODES: MEDIUM INDUSTRIAL (IM) & INDUSTRIAL HEAVY (IH) EMPLOYMENT AREA INDUSTRIAL (EAi) LAND USE MSHTO GUIDE SPECIFICATIONS FOR LRFD SEISMIC BRIDGE DESIGN. SECOND EDITION. 2011. MSHTO LRFD BRIDGE DESIGN STANDARD SPECIFICATIONS. 5TH EDITION, AND WSDOT BRIDGE DESIGN MANUAL M-23M50.12 CONCRETE WEIGHT STEEL WEIGHT STANDARD LIVE LOAD = 155 PCF FOR WEIGHT/150 PCF FOR STIFFNESS = 490 PCF = HL-93 = 1.33/1.75 STANDARD LIVE LOAD IMPACT/LOAD FACTOR SPECIAL LIVE LOAD (SEE DIAGRAM) = O.E.W. BOEING 757-300 (RB-211 ENGINES) = 142.000 LBS.* O.E.W. BOEING 737-900ER = 98.495 LBS.* * 95% OF WEIGHT ON REAR WHEELS SPECIAL LIVE LOAD IMPACT/LOAD FACTOR 1.33/1.35 SEISMIC HAZARD: PGA = 0.44g SITE CLASS = E Sds = 0.90 SD1 = 0.88 SEISMIC DESIGN CATEGORY = D 73"-4" -757 56'-4 -737 (/) (/) _J f-_J 0:: w z w c5 w 0 w ::c 0-: ::c 0:: s: L.. s: ,.._ ,.._ ,.._ ,.._ '° ") "' ") ,.._ ,.._ ,.._ ,.._ I I I I • "o "o 0 .,, I I I I ..,_ a:J '"' °' N ~ .... "' --- * AXLE LAYOUT FOR 757-300 AND 737-900 ~) * -- LOAD DIAGRAM f-, z·w Q_J 0:: X L.. <( 8k 14' 0:: w f-W z_J wx (_) <( 32k 14" TO 30" LOAD DIAGRAM 0:: w <( _J wx 0:: <( WHEEL. 1YP 32k (PER AXLE) -'i ~ {i Crly c~1Renton Planning Division (SPECIAL LIVE LOAD) (STANDARD LIVE LOAD TRUCK) OEC'2 6 lU11 IRJ/Et;/~U\'#/E{Q) f..JBerger.AB.Al\1 cr, "' 33301 9th Avenue South. Suite 300 ~ . Federal Way. Washington 98003-2600 "" PERMIT ~ 1 ET NOT FOR CONSTRUCTION (205) 431-2300 Fax: (206) 431-2250 ~ ~---------R-f:1-ISIO-N---------,-B-Y-,-Af'-PR-OV-ED-,--DA-JE-,-S-YM--,---------=R=-f:1=1s10=N---------,~BY:---r--:-AP=PR=ov-=ED:-,--:::DA=JE:--,-----------------r------r--A:-:C:-:C:-:E-=P=-TA-=B=-1L-=1TY=-=----iiomRAii'iiW'N"N---1EDiiiiAT'EE-1SLSUJErBTITTITLLFE__. ___ _, ________________ ,iccuuRFRRrnENITTRREVEVlisiS10DI\NIT'SSYYMMEBioiOL:;:O:;-;:::R~l-:;:G:;r;oilAATTEE------1;;- SYM THIS DESIGN AND/OR COVER/ LOCATION PLAN 12 ·18 ·12 f--AP::.'.s:R.:'.E~:'.'..:'.'.'.'.l~A::.::~~N'....'.l;_S .'.:'.;:::::;;:::,OV:;_:E::_~A-TE---trcm:Em;~KIE!EJ<D--,---trmrri:ELE-----,-Nr:R)c'oupLA"R~cTi=-E,HJrOWBTITR:;-c;l,60iii1DG~G"EE--------if.,S""HE""ET.----G--0-0-'---1---+----------, I CEDAR RIVER :JO:B:N°:· ===W=51=19=5=8======C=OM=P=NO=. =======~ RENTON. WA DWG NO. ~BOEING" APPROVED APPROVED CIVIL MASTER RTN-NBRDG-G001 '°o " BEGIN PROJECT - STA 10+00.00 (MATCH EXISTING) N:185618.216 " 0 00 . · A E: 1298532.830 . <I . \ I I \ \ \ \ \ \ I I I I I I I I " \ I . I \ /; 100' VEGETATION Y / MANAGEMENT BUFFER \ ! \/ RUNWAY \) ~ ;l /I / I / I i I i I i I / I / I / I : \ II \ : \ \ \ \ \ I " . " <1 --+----! ---- . .,, 11 +00 \ \ \ SEC. 61 T. 23 N., R 5 E., W.M. ~ LAKE WASHINGTON ~ CONSTRUCTION (t = "A" LINE 5 STA "A" 10+93.4 83.0' RT -20' -1' CIP CURB CEDAR RIVER PLAN SCALE: 1 "=20'-o" 20 0 sco.le 12+00 I I I I I I I ' ' I I I I I I ~-_@ 9 @ 20 40 feet EXISTING PARK PARKING 13+00 " .. ----I---+--,..--- -L \ ' \ I I I I I I ~ I I BOAT HOUSE DOCK AV END OJECT = C 11 0 "" 1/) : I I I AVC_ I STA 14 00.00 "'-s I /~ \ N:18564 .955 E: 12989 1.569 /0s srs ~S ,:;--S I S~ / /1100' VEGE TION srs _/J MANAGEME BUFFER ~c.:;.________ srs ~-~----7---~~--- \ "'Cj I I I I I I DI I IJKJ!= I /c, \ ,:;--S I I LEGEND CJ --STS-- --CHV-- --!OOYR-- 1° d g ---x--- ------I-I- NEW CEMENT CONC. PAVEMENT STORM SEWER PIPE EXISTING CONTOURS PROPOSED CONTOURS ORDINARY HIGH WATER ( 15.49') 100-YR FLOOD (17.07') RUNWAY POSITION HOLDING SIGN WIND CONE PULL BOX CONDUIT PIPE EXISTING FENCE RUNWAY LIGHTS 1 oo' VEGETATION BUFFER 200' SHORELINE AREA GENERAL NOTES 1. MAINTAIN POWER TO RUNWAY LIGHTING AT ALL TIMES 2. SIDE SLOPE EMBANKMENT SHALL BE GRADED TO HISTORIC DREDGE ELEVATION (7.0). 3. CONSTRUCTION JOB SHACK AND LAY DOWN AREAS TO BE PLACED ON BOEING PROPERTY AREA OF WORK: TOTAL SITE CUT: TOTAL SITE FILL: 37,175 SF 5,300 CY 250 CY CONSTRUCTION NOTES ~ ?~~=--x---,,~s-:Cj-\-----tc--,~-~~ ...__-- 1 I W, I I I I I I I I ~ 0 r-.. 200' SHORELINE ,..., AREA I L r 75.93 ! I \ I - G) INSTALL EXTRUDED CEMENT CONC. CURB. @ BEVEL PIPE AND ADD OUTFALL PROTECTION AS NEEDED. G) RELOCATE RUNWAY HOLDING POSITION SIGN. G) RELOCATE WIND CONE @ TERMINATE EXISTING BULKHEAD. @ REPLACE EXISTING PULL BOX WITH NEW PULL BOX. (j) INSTALL THREE (3) CONDUIT PIPE 4 IN. DIAM. @ FIELD ADJUST EXISTING FENCE. @ MATCH PROPOSED DREDGING GRADING City of Henton Planning Division NOTE: · 1 SCALES SHOW~ ON PLANS ARE AT FULL SIZE (24"x36"). , 33301 9th Avenue South, Suite 300 f..JBergerAB~ ' Federal Woy, Woshington 98003-2600 "' '!: "' 0 PERMIT SI ET NOT FOR CONSTRUCTION (206) 431-2300 Fox: (206) 431-2250 c:! 1-----------------r----,---r-----.----r------~----------,----::--,--=:-------,------,----------------,:-------,---------rn=ir---ITTATr--f«ii;;;;;;:,---l----/------------...__---r;;;;;;=,rn;=-=om'.::--=~i-;;;;~-------j;:,- REVISIDN BY APPROVED DATE ~~\~:~:~~~~ ::::ED DATE SUGTITLE s I TE & GRADING p LAN CURRENT REVISION SYMBOLO R [ G DATE 12.18.12 ~ SYM REVISION BY APPROVED DATE SYM rX II II EI ND® 1----A..::PSP:.::P:o:::C:.:::l~A::.:::::.~N:__:IS;_:~~:::..::;:::.;oV::::E~-AT-E ../l:'N<H:;TK:KiEEE:D'RR -----r----llTlTIITLFE ------+: -N-;:;;Ro=rp;,R,.--;ccT;-;::E'H,ro""BnR,-----,,,ID""IDVG;-;::E E--------:SH=EET~_C __ 1_5_0 ___ -+==-cc-------l ~ '[?'-=-APPROVED CEDAR RIVER r.aJo=B-cNo:a-. __ W_5_11_9_58 ___ ~c_o_MP_N_o. ___ --l ~ APPROVED STRUCTURAL MASTER RENTON WA DWG NO. ' RTN-NBRDG-C150 -r 55'-6" SPAN 1 rt PIER 2 SEC. 6, T. 23 N., R SE, W.M. LAKE WASHINGTON 245'-0" MEASURED FROM BACK TO BACK OF PAV T SEAT 134' -a" SPAN 2 rt PIER 3 55'-6" ,,,--~-PIER 4 BK OF PAV'T SEAT ----r--REMOVE EXIST -- SIDEWALK '----------f--SPAN 3 l.co.--r=¥":;----EXISTING SHEET EXISTING SHEET-~ --r:=:--+f-l~ '"L__::;;_ ;:__=:;::==========-C==~~----- ------------NAVIGATION LIGHT NAVIGATION LIGHT PILING TO REMAIN I / ec -; ____ ~P. ____ c-sc----c'---;c-"I. ,-, I 1 / / 'r, 1 ('A' STA 10+93.00, 25.00' LT) ('A' STA 12+27.00, 25.00' LT) ii ----------,, -\ --/-1 )_Y- e ____ M_ ----1 I / /'r-,. 1 -/ _______ ' , 1 r 'A' STA 13+07.50 )0 B-2 'A' STA 10+ 10.00± (APPROX LOCATION) + 20'-8" APPROACH SLAB,\ SEE WSDOT STANDARD PLAN A-40.50-01 (SIM) '-, I I I I I I I I ~ r ,_ I I I ---...: I I (~ I C (\ ~ I I I ~ r- I I \ -\~--~ \\\ \ \ C \\ I \\ -\- \ C L __ _ ,.-' I '-/I C I I I I I I I I I I i 11 +oo I I I -/ _l__ I I ,.-, I ( I \ I '-/1 I I I NAVIGATION LIGHT \ ('A' STA 10+93.00, \ \ 25.00' RT) \ \ ~TOE OF I I I I ,,. , I r, I ~ I I 'A' STA 12+82.50 25.00' LT ANGLE PT 29.00' LT C -------c-------c-------c-------c-------C+--+----+--'--+--~--c------+---c------+-+ I' /I I (' C: I I / EXISTING APRON I I (TO AIRPORT) I I 'A' LINE & - --t--_[_ PROFILE GRADE---- N85'26'56"E 12+00 ---+--- I I I I I I I I I -:-+t-- I I "~ + 0,= -t----I o ---- -<( EXISTING BRIDGE (TO BE REMOVED) CURB, TYP ..., . W' ~1 ' I I I I I ~~ I I -~-----------1 ~-~--(TO BOEING) 1 I I NORTH BRIDGE ~ --- I I EXISTING APRON I NAVIGATION LIGHT ('A' STA 12+27.00, 25.00' RT) I ,--, I I ( I \ I 1'--/1 I I I I I I , I l/~1//,/i TOE OF / 1/ ,/ SHORELINE ___/ RESTORATION I I I I OHW +.-;----l-11 ~ I I I I I I I ! I I I (, I ~ I I I 1 (~ i I /~/:~I I -J_ _ H-"r1 I i I ' I I I I I ' I I I I ' I I 13+00 ---I---+- 25' APPROACH SLAB, SEE SHEET S901 \ \ I \ I I I I ' ' \ \( SHORELINE \ \ \ RESTORATION I( (TO BE REMOVED) CEDAR RIVER (TO BE REMOVED)~ I I I I LEGEND: p E * ** -c- ~ + = PINNED = EXPANSION = MEASURED AT BOTTOM OF GIRDER AT UPSTREAM FACE OF BRIDGE = PER 2012 AMEC HYDRAULIC ANALYSIS AND 2006 FIS CONDUIT WINGWALL = BORING -~-7J<,!P -i I --------- 1" = 10' I~ 0) '+ l o N ~ ~ n::: <.( O"! wll--N o_l (f) N "' -<( _J -=--w 10 sea.le 0 10 20 feet 3' CLR ('A' STA 11+05) CURB SPLICE, TYP _P_LA--..--N ---,---,----..----,~N--- SCALE: 1'' = 10'-o" ~ ALL PIERS ARE ORIENTED PERPENDICULAR TO THE ALIGNMENT LINE ('A' LINE) 100 YR FLOOD EL 17.05'** (2006 FIS**) OHW EL 15.49 STEEL PLATE GIRDER, CONSTANT CROSS-SECTION DEPTH OF 2'-6" BETWEEN SPICES 3' CLR ('A' STA 12+15) I~ 1+ nj:::'~ er:: <( ~ Wif--N o_l(f) N '"<(_J =--w ==:i:==-1-------+---.J.!..--------------1~1-1----,----------.!,L __ -+---J.==+=== p - STEEL PLATE GIRDER, CROSS-SECTION DEPTH VARIES FROM 2'-6" AT SPLICE TO 1 '-0" AT rt BEARING, TYP NOTES: 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAO 83(91) 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 3. SEE DRAWING S002 FOR GENERAL STRUCTURAL NOTES. -l...J --.--',:S:X):~\.;7" -----t /, /,)(/,~ I I I : I I _____________________ -...,......, _______________________________ ----~-------_______________________ ..,._....-..,--., ____________________ _ --"::,li,.-1.,...-11~-:s,_ __ j L------...l-rrrj I I I I tU rt1 2' -0"¢ CONC I I 1 - __ __,,, 1 PILE, TYP t I : : L a EL -80.00 FINISH GRADE 1.7' VERT CLR* (@ FACE OF PIER 1) 4.00% 0 0 0 '° + ~m .,: "' f--L!) (f) N o_ -_J > _<:r.. w -4.00% 90.00' vc PROFILE GRADE BOTTOM OF GIRDER 4.1' MAX VERT CLR* ('A' STA 11 +60) -~ ELEVATION SCALE: 1" = 1 o' -o" GRADE ELEVATIONS SHOWN ARE FINISH GRADES AT THE ROADWAY SURFACE ALONG THE 'A' LINE AND ARE EQUAL TO PROFILE GRADE 4'-0"0 COLUMN, TYP-~ /\ '' 1. 7' VERT CLR* (@ FACE OF PIER 4) EL -85.00 bd \_ 7' W/NGWALL, TYP rt~ I I I I I I l+J EL -80.00 STEEL PLATE GIRDER CONTINUOUS FOR DL & LL LIVE LOADING: HL-93, 737-900, & 757-300 PERMIT SET NOT FOR CONSTRUCTION City of Renton Plar1nin~J Division Df:C' 2 6 1Ul1 ~Berger.AB.A11 33301 9th Avenue South, Suite 300 Federal Woy, Washington 98003-2600 o (206) 431-2300 Fax: (206) 431-2250 ~ 1--------------------,---,----r----i-----r----------------,---r----,---,------------------,,-------,---------rn;;-;;w,;;----=----,~~,--1----------------.__--.........,==---;;;s,=,------r="""-----,-,,=-------lo ~~CD~:~:~~~~ ~::=:w=c:=ED.---+-DA-TE----, suBrnL£ BRIDGE p LAN & EL EV AT IQ N t-occ,-,,uR=RE_NT_R_EV_1s-10N---'--sY-MB-oL_O_R_I _G+-o-Ar_E _1_2 __ 1_8 __ 1 _2 _---1i SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE f---..,:S:::..:PE::::Cl::.:.:FIC:::AT::;:10.'.'..N _;;:IS..:_:A:...:_PP:.:_:RO:.;:VE::._D-,--jrmmm:~-,r-----rTllU,--------Prom~;:;wucioirff-------------isHEET ~ APPROVED BY DEPT. DATE Trrl£ REPLACE NORTH BRIDGE soo 1 CHECKED NORTH BRIDGE ~------1-c-~------l; APPROVED CE DAR RIVER '=Jo=B~No~. __ W_5_1_19_58 ___ ~co-MP_N_o ____ ----15 APPROVED DWG NO STRUCTURAL MASTER RENTON, WA . RTN-NBRDG-S001 ~BEING" B-2 'A' STA 1O+10.00± (APPROX LOCATION) + C) 0y --1----,---+------+'---------' -- · -~ --~ -----__ 1 I I I I I I I I I I I I • 1 · I Ll . d. ---------__ / I / / / / / ' ,I ' / / / / / I I I t···°'1 '· .II I( 1' ',I '1 I ~ I I I I, I I I "I I 'I '-' -~l+I --<!. I- 1l_)1 21+00 ! I ! I /1 . ,'',I '21' ' '1 I - I I I I I I , ,I 1l >1 I I <l I ,, I I,_ I l >1 ll,)1 I I I -~ \ 1 \ \ \ \ \ I I I I \ \ - \\ \ \\\\\\ ' ' \ \\ \ \\ \ \ \ \ ~o \ \ \.\. \\\\ \ \ \ \ \ '\ \ \ \ \ \ _ 1 1s\11'yt·\ _\ \ 1 \ \ ___ :i_\'c-o\_\ (t Pl ER\ 1 \ \ \\ l ~IER\2 . \ \ \ \\\ \\\\\, \ ---- 11+00 -I --- ' i I i I I I( ',I lr'l',I 1' '1 :r I I I I I I I, ,I I, I 1l >1 1l_)1 I I I I I -I ' --:+ ' I I I I I,' ',I 1t',1 I' '1 \ I I I I I I I I I I I I, ,I 1., ,I ll Ji ll >1 I I I I ' ' ' SEC. 6, T. 23 N., R SE, W.M. !1 I; I I. 12+00 ' - _L_'~INE --+ ------------, ; !~)--+-/-_________ 1_3~00 ___ _ ' ' ------- I I I I I I l(',I I I 1'· 1 I I,_ I I( ',I 1' '1 ---- I I ilfl jcl,j L ·r uNc ,1±Jo I I ----II' I I I,, I l,'',I 1l >1 l,",I 1''1 I I 1'-'1 I I I I I,_ I I l 1,_,1 I I ' + --' I I ' -' I I I I I I I I I I I I l,_I 1,,1 l,_I ~. >11 ll Ji il Ji ;r I I I I -~,'--:--t--i--------------i-,--t-i,-------------------l I I 24" PIPE__/ \_ PILE TYP CEDAR __ {_ TEMPORARY RIVER ) BRIDGE I /1 I I I I I I I I / 1 . I I I I I/ I I I I I I I I I I I I • • • Ill! 1 ////II I I I I 'I 'I I I I I I I I I l(',I 1' '1 I I I I I,_ I 1l_)1 I I 1('1 i'f It~, 1,_, ----------+'--' . ' I I ------l+-+-- 1 I I . I l,",I 1'· '1 I I I I I,, I I_,_ ll >1 ll ) I I I / I I I I , ,; I I ' I !, /// II/I/II/I ;I I ,; i I I ' -1 ...___11 20 \<J \ d . I 23+oo I <1 -1-.<J--1-. --~ -.. I NOTES: 1. CONSTRUCTION OF THE TEMPORARY BRIDGE COMPONENTS LYING WITHIN THE WETTED PERIMIETER OF ORDINARY HIGH WATER MAY ONLY OCCUR BETWEEN THE DATES OF JUNE 15 AND AUGUST 15. 2. REMOVAL OPERATION SHALL BE PERFORMED WITHOUT DAMAGE TO ANY PORTION OF THE NEW NORTH BRIDGE, OTHER STRUCTURES, ROADS, TRAILS OR OTHER FACILITIES THAT ARE TO REMAIN IN PLACE. 30'-o" 30'-0° -----30'-o" ----~~--------i~---~~~-----+-----30'-o" I I 1 1 _ .-la·-" I / / 1s·-1 1/2" I I I I I I l PIER B I I I 3. A BUBBLE CURTAIN MUST BE INSTALLED PRIOR TO USING IMPACT HAMMER FOR PROOF TESTING PILES. SEE SPECIAL PROVISIONS FOR BUBBLE CURTAIN DETAILS. (t PIER 3 (t PIER 4 l PIER 5 l PIER 6 l PIER 7 (t PIER 9 10 0 10 20 = LEGEND: 1' 10' sea.le feet 4. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAO 83(91) ** SYM = PER 2012 AMEC HYDRAULIC ANALYSIS AND 2006 FIS I'--0 0 0 n 0 0 0 ~ 0 0 0 <D CD ~ 'a' + + + + 0 0 ~ ~ 100 YR HW ~ N N N n N 'a' N ESI~ o::: I <C 8SI~ o::: I <C EL 17.95'**-w f--ANGLE PT w f-- 0... (/) 0... (/) 0... (/) 0... (/) <=>' }--<=>' 'i--}--r--ELEV. 21.99 ~ 'i-- 0 0 0 0 0 0 0 0 0 r-0 n + + + ~ N N LD N c.o N I'--N ESI~ -OHW EL 15.49' ESI~ ANGLE PT ESI~ 0... (/) 0... (/) 0... (/) <=>' }--<=>' 'i--'i-- CURB BRIDGE SURFACE 0 0 0 <D + N CD N o::: I <C w f-- 0... (/) <=>' }-- ' ' :P/C SLAB, TYP W24 GIRDER n c.o CD I'--+ N o, N o::: I <C w f-- 0... (/) ~}-- 5. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 29) 6. STEEL PLATE OR TIMBER LAGGING MAY BE INSTALLED BETWEEN GIRDERS TO RETAIN THE FILLED MATERIAL. SEE CIVIL DRAWINGS FOR PAVEMENT DETAILS, TYP ----~~----=-~"""-i~:--~~0····±··--~--J •. ~~~~~4-~00~%~,~:::~======~==~=='~,::~~~-l~~~~,~~~,~~'~'~~-l~~,~~~~~~~~~~-l~~~~~~~~~~~~~l~~~~~~~~~~~~-l~:·~,='=E=l'::=====~·4~.0~0%~,~~r='~===~t-~==:E,1~,-~---r-~x<C:.1]·-···5J~------- 'T' STA 21 +09.94 ~ ' LEVEL 'T' STA 22+29.94 ~ I I I I I I I REVISION ~~ I 11 ,__ ~'-----PC LAGGING [D BULKHEAD [0 (AS REQ'D) BY APPROVED DATE EL XXX TYP SYM " .•. c-. --=•· . ~ I ~----'1'o!~---------------'1'o!=r-----------------~ -------------------------'!',;~---~ ll I! I I ! I I, I I I I I I I (AS REQ'D), SEE NOTE 6 ' \_ ,.\»~»~v~,''"':>•"«,· i TYP REVISION >~0(,1{ /, '/' /,-)~>>>· ~o ~c [0 MUD LINE [0 ,,,~~<"«v [ = [] 1 [] [~ 24"¢ DRIVEN STL PILES, EL 9.00(±) SEE SECTION ON DWG S952 ELEVATION SCALE: 1" = 1 O' -0" BY APPROVED DATE ~DEIND" ACCEPTABILITY THIS DESIGN AND/OR PERMIT SET NOT FOR CONSTRUCTION City or Fhiritor, Planning Division DEC) 61011 f~BergerAB~ 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 r--. (206) 431-2300 Fax: (206) 431-2250 '.;'! DRAWN DATE CHECKED ~--+------lSUBTITLETEMP. BRIDGE PLAN & ELEVATION CURRENT REVISION SYMBOLORIGDATE 12.18.12 ; SPECIFICATION IS APPROVED E 1-==~----'-----+--------l~ ..:.:.:_.:.:::..;::::__---jENGrnITR'--l----rnii'c------ocTill~--;;,;;~JDii,i=i:,-------------j SHEET TITLC REPLACE NORTH RIVER S951 ~ APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED STRUCTURAL MASTER NORTH BRIDGE CEDAR RIVER C.CJo=s--.N,,_-0_----------+--c=oM=P-cN"O.-----lg W511958 :c f-c=~-------~--------IU RENTON WA DWG NO. ' RTN-NBRDG-S951 ····················~-·--UP--· [}:> HANDHOL[ -~ RUNWAY SYM REVISION ORIG REPLACE NORTH BRIDGE BY EXISTING SHEET PILE WALL • • I f • 1 I • I II I \ \ • I \ i • I ' \ I I APPROVED \ \ \ \ \ ' I DATE W511958 SAZAN/GBG 12.13.12 SEC. 6, T. 23 N., R 5 E., W.M. ~ LAKE WASHINGTON ~ TAXIWAY EDGE LIGHT CONSTRUCTION l = "A" LINE ' ' ,,. SYM • I :r .... , EXISTING BULKHEAD REVISION ~ CEDAR RIVER 1 - ' • ~ "' ~ ' BY 2 ·I---··--- EXISTING BULKHEAD APPROVED DATE EXISTING SHEET PILE WALL SHORELINE LEGEND: GENERAL NOTES: ) r·----*--- 1 t TRANSFORMER AND SWITCH MOUNTED ON UNI-STRUT -'"---*--······~·········-"·~--4-J:::::=:--===:__! l i ~ : i "'·· 1 ! '-W--'"'l1--·-··'1<-"~·~ ... -w---··-*---·dl: t <z1--1111EIND" ---- ACCEPTABILITY ORAWN DATE SUBTITLE __ , r·--i \ \ \ -' r· r·-1 , _ .. -···-· \ \ \ ,,J ... r \ -_,.-· ______ ,_, ' ' . .-· j NOTE: REFERENCE DRAWINGS REMOVAL NOTES: Q:> REMOVE NAVIGATION LIGHT AFTER TEMPORARY BRIDGE IS OPERATIONAL. STORE FOR RE-USE. [t> REMOVE CONDUIT AND CONDUCTORS AFTER TEMPORARY BRIDGE IS OPERATIONAL. p PROTECT HANDHOLE DURING CONSTRUCTION. p PROTECT TAXIWAY EDGE LIGHTS DURING CONSTRUCTION. @:> REMOVE LIGHT AFTER TEMPORARY BRIDGE IS OPERATIONAL. MAINTAIN EXISTING CIRCUIT FOR DOWNSTREAM LIGHTS. [§:> FIELD VERIFY ORIGIN OF CONDUIT. 7. FIELD VERIFY EXISTING CONDUIT SYSTEMS PRIOR TO START OF CONSTRUCTION. REDLINE AS-BUILT DWG. AND RETURN TO . ENGINEER. I]:> PROTECT SOLAR PANEL AND ASSOCIATED EQUIPMENT DEVICES AND BEACON LIGHT DURING CONSTRUCTION. @:> RELOCATE RUNWAY HOLDING POSITION SIGN. SCHEDULE WORK WITH AIRPORT FACILITIES. COORDINATE LOCATION WITH CIVIL ENGINEER. 11]::;> EXTEND EXISTING CIRCUIT TO NEW LOCATION. [It> PROTECT RUNWAY LIGHTS DURING CONSTRUCTION. [Z::> REMOVE LIGHT AFTER TEMPORARY BRIDGE IS OPERATIONAL. STORE FOR RE-USE. City of Renton Planning Division DEC2 6 iUI/ GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36"). Tel 206.267.1700 Fax 206.267.1701 SAZAN #339-1236 I PERMIT SET NOT FOR CONSTRUCTION I CURRENT REVISION SYMBOLO R I G DATE WS 11958 12. 13.12 THIS DESIGN AND/DR f-__:S::._P::::EC:::_:IFl~CA::::TIO::::N_::IS-;_.:A:'..P'.c.PR~OV~ED::_-J'rm:G:JNIT~--t---frm.------..:___-;;-;=~-;:;;=--;-;;;=-;--;:;=~----------1 SHEET 208Y/120V POWER AND LIGHTING -SITE PLAN CHECKED APPROVED BY DEPT. DATE TITLE REPLACE NORTH BRIDGE E081R CHECKED APPROVED APPROVED ELECTRICAL MASTER NORTH BRIDGE CEDAR RIVER JOB NO. COMP NO. W511958 RENTON, WA DWG NO. RTN-NBRDG-E081 R . I SEC. 6, T. 23 N., R 5 E,. W.M. BOAT HOUSE '--"-"-' LAKE WASHINGTON ~ DOCK / ( @ I RUNWAY / I N. RIVERSIDE DRIVE -f-c~-L~-: ~-cc-.,=-20--c-, ---,0.,,--------l® J NOTE: LEGEND: :Q TAXIWAY LIGHTS -LIGMAN #L2-LED-10W-3500K :Q NAVIGATIONAL LIGHTS -HUBBELL #AWSP3120 GENERAL NOTES: 1. ALL CONDUIT SYSTEMS SHALL BE 3/ 4" RIGID CONDUIT UNLESS OTHERWISE NOTED. 2. ALL CONDUCTORS SHALL BE MINIMUM #10AWG, CU. UNLESS OTHERWISE NOTED. REFERENCE DRAWINGS SEE SHEET SOO 1. CONSTRUCTION NOTES: [t> INTERCEPT EXISTING CIRCUIT AND EXTEND TO LIGHTING FIXTURES. [t> PROVIDEED NAVIGATIONAL LIGHTING FIXTURE, HUBBELL #AWSP3120. SEE SHEET S001. [}:> INTERCEPT EXISTING CIRCUIT. [±:> PROVIDE TAXIWAY EDGE' LIG HT FIXTURE RECESSED IN CURB, LIGMAN #U40020-LED1 OW-3500K. PROVIDE CONDUIT REDUCERS AS REQUIRED. p PROVIDE CIRCUIT AND COND~CTORS. l]:> INTERCEPT EXISTING CONDUIT AND EXTEND TO RELOCATION SIGN. [t> PROVIDE UTILITY VAULT #4242-LA WITH HINGE & LOCK ING STEEL COVER. l]::> REMOVE EXISTING PULLBOX. RE-ROUTE EXISTING CONDUIT SYSTEMS TO NEW UTILITY VAULT. ['t> PROVIDE PVC COATED RIGID CONDUIT. 10. MAINTAIN POWER TO RUNWAY LIGHTING AT ALL TIMES. [Ir> INSTALL REMOVED TAXIWAY EDGE LIGHT. CONNECT TO EXISTING CIRCUIT. 12. SEE SHEETS S401, S504, S506 AND S802 FOR CONDUIT ROUTING ON BRIDGE. City of Renton Planning Division '"" "" SAZAN GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36"). Tel 206.267.1700 Fax 206.267.1701 SAZAN #339-1236 I PERMIT SET NOT FOR CONSTRUCTION I "' CL ~ N N ,:.: ~SY_M _______ R-~-1s1-oN---------,,----8Y-,---AP-PR-~-ED---,-D-AfE-,--~-M--,------~R~-1s-10N-------i--~-,-A-PPR-~-ED-,-D-Af-E--r-----,------------,-------i---------,=m---"":rr--~su~ITTm1rL"E-20-8-Y-/-12-Q-V-P-O-W-E-R-A-N-D-L-IG-H-T-I-N-G---S-I-T-E-P-L-A-N---,-;c~uR~RE~NT~R~~~1~~~N'g5-5T<s~YMID<BO~D--=R-l--::,-D~M~E-1-2-.1-3.-12---j; ws11958 SAZAN.GBG 12.13.12 ~a, 19 ~I.I/ii~® 1---...::.::::::.::::::::::....:.;:..:::..:...::~~-lrnc=~-,----ti1m:irLT'E ------oiRE::;:,P;;,LA;,;CcE 'NmorrRTruH"BmR"'ID:;,;GcE----------Js=HE=rr--E-1_5..__Q ___ -+-------1 ~ DRAWN DATE ACCEPTABILITY THIS DESIGN AND/OR CHECKED ORIG REPLACE NORTH BRIDGE SPECIFICATION IS APPROVED ER ..,, .., .Ill/;;',,,.,., NORTH B RIDGE ~ CEDAR RIVER :JO:B :NO:, ===W5=1=19=5=8 ======C=OM=P :NO=. ====== I RENTON WA DWG NO. • APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED ELECTRICAL MASTER RTN-NBRDG-E150 ~---··-· .. -····-·-----·=-~ .. " "~? RUNWAY ' I I I I I I \ SEC. 6, T. 23 N., R 5 E,. W.M. ~ LAKE WASHINGTON .___,.__,,.__, EXISTING SHEET PILE WALL EXISTING BRIDGE EXISTING SHEET PILE WALL --r===;;";'=qg,~'®o-=~1 l=ic-=-----==·==---=----=---=---~---' -=······=······=······=-----=····-===========-=--=·-·=····--=··-=······=---=--·--··-=---=---=----===ii,,=~-------------- \ I • -··· ·-·····-----=-===='= N. RIVERSIDE DRIVE -fc-~-Lt-~-,,=-20-'--0"-------"@ BOAT HOUSE \ \ l \ \ I • \ @ @ NOTE: LEGEND: Q TAXIWAY LIGHTS -LIGMAN #L2-LED-1 OW-3500K Q NAVIGATIONAL LIGHTS -HUBBELL #AWSP3120 GENERAL NOTES: 1. ALL CONDUIT SYSTEMS SHALL BE 3/4" RIGID CONDUIT UNLESS OTHERWISE NOTED. 2. ALL CONDUCTORS SHALL BE MINIMUM #1 OAWG, CU. UNLESS OTHERWISE NOTED. REFERENCE DRAWINGS CONSTRUCTION NOTES: [j:> INTERCEPT EXISTING CIRCUIT AND EXTEND TO LIGHTING FIXTURES. p INTERCEPT AND RECONNECT EXISTING CIRCUIT. p PROVIDE NAVIGATIONAL LIGHT HUBBELL #AWSP3120. [r> PROVIDE TAXWAY EDGE LIGHT TO MATCH EXISTING. 5. -MAINTAIN EXISTING NAVIGATIONAL-& TAXWAY EDGE LIGHTING CIRCUIT OPERATIONAL DURING CONSTRUCTION OF TEMPORARY BRIDGE. RE-ROUTE CONDUIT SYSTEMS AS REQUIRED. p PROVIDE CONDUIT AND CONDUCTORS. [t> PROVIDE TAXIWAY EDGE LIGHT FIXTURE RECESSED IN CURB, LIGMAN #U40020-LED1 OW-3500K. City of Benton Planning Division DEC2 6 1011 GROUP 600 Stewart St., Ste 1400 Seattle, Washington 98101 SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36"). Tel 206.267.1700 Fax 206.267.1701 SAZAN #339-1236 N f--;sY~M;-"f _______ pjREVEVi1is1o;;;N--------IEBWY-GAf';PR~o;VEDD llDWAT~E 1~sY~MT-------;REV;i;1s;io10NN -------,--;BYrTAPAP;;;PR;ov;rn;--l~DA~TE:-l-----------------,------T--:-;:::::~~~:-;-----iNoRwAwiiFN1---,ooitJAT'EE-1suiimii"i,-------------------------,-,,;;;;=.-.,=;.:;-----,.,=;;;;----,;;-=------J$ I ACCEPTABILITY SUGTITLE CURRENT REVISION SYMBOLO RIG DATE ~ ORIG REPLACE NORTH BRIDGE W511958 SAZAN/GBG 12.13.12 THIS DESIGN AND/OR CHECKED TEMPORARY BRIDGE POWER & LIGHTING PLAN W511958 12.13.12 I PERMIT SET NOT FOR CONSTRUCTION I f-~SP~EC::IF;:ICA'.ccTl~ON~IS~AP'.:'.P:.'.'.:RO:;V::ED'.._-IBS!lmltEE ~--t---ir,Ti""F-------------,:;;::;:;,;-;:;;::---.-;;:;-;:;:;:;-;--;:;=-;:;:-.=-----------1sHEET ~ BDEI.ND® APPROVED BY DEPT. DATE TITLE REPLACE NORTH BRIDGE E951 ~ CHECKED NORTH BRIDGE 1.=.:.n----~~-______j ~ APPROVED CEDAR RIVER ,_JO"'°Bc-cNO,;;-. __ W_5_1 _19_58 ___ _l_co-MP_N_o. ___ --l ~u APPROVED , n STRUCTURAL MASTER RENTON, WA DWG NO. RTN-NBRDG-E951 SYM HicVISION BY APPROVED DATE SYM GENERAL DRAWING NAME DRAWING # RTN-NBRDG-G001 G001 RTN-NBRDG-G002 G002 CIVIL DRAWING NAME DRAWING # RNT-NBRDG-COS 1 C081 RNT-NBRDG-C150 C150 RNT-NBRDG-C951 C951 LANDSCAPE DRAWING NAME DRAWING # RTN-NBRDG-LS001 LS001 RTN-NBRDG-LS 100 LS100 RNT-NBRDG-LS200 LS200 RNT-NBRDG-LS500 LS500 STRUCTURAL DRAWING NAME RTN-NBRDG-SOO 1 RTN-NBRDG-S951 DRAWING # S001 S951 ELECTRICAL DRAWING NAME DRAWING # RTN-NBRDG-E081R E081R RTN-NBRDG-E150 E150 RTN-NBRDG-E951 E951 REVISION DRAWING INDEX TITLE COVER/LOCATION PLAN DRAWING INDEX TITLE EXISTING SITE & DEMOLITION PLAN SITE & GRADING PLAN TEMPORARY BRIDGE SITE PLAN TITLE LANDSCAPE NOTES LANDSCAPE PLAN TEMPORARY IRRIGATION PLAN LANDSCAPE DETAILS TITLE BRIDGE PLAN & ELEVATION TEMPORARY BRIDGE PLAN & ELEVATION TITLE BY 208Y /120V POWER AND LIGHTING -SITE PLAN -REMOVAL 208Y/120V POWER AND LIGHTING -SITE PLAN TEMPORARY BRIDGE POWER AND LIGHTING PLAN APPROVED DATE <ti--llDEING 0 i ' I I I I I I ,' ,I ,, I ! ' ! I PERMIT i3ET NOT FOR CONSTRUCTION City or Renton Planning Division DEC'.? 6 iUl1 ~Berger.AB~ 33301 9th Avenue South, Suite -:300 Federal Way, Washington 98003-2600 a (206) 431-2300 Fax: (206) 431-2250 ~ ACCEPTABILITY DRAWN DATE SUBTITLE 0,IRAwi NG IN O Ex ~CU=RR~EN-T-REV-IS-ION--'-S-YM-BO_LQBls_DA-JE-----l~~ THIS DESIGN AND/OR "HEcKED = 12. 18. 12 ,·.:_ 1---..::::SP_:::EC::::_:IFl::_:CAT:.:_::IO.:.:.._N _::;.IS..::.AP.:_::PR::::_;OV.:::::ED_.jtl"IGJNEE1;~---r---~Ti'iLE~-------t'~>CD1~--;;TiiDTU~~c----------------JsHEET :::> APPROVED BY DEPT. DATE CHECKED' TITLE NORTHOBRIDGEE G002 ~ l-=--=---------1=~~-----!c, CEDAR RIVER ~Jo=B"CCNO"""". __ W5_1_19_5_8 __ ~c-oM_P_No_. -----!~ RENTON, WA DWG NO. APPROVED APPROVED CIVIL MASTER RTN-NBRDG-G002 SHORELINE: EXISTING SHEET ~~~~:E~]~~l~~~;:::;:~~~~ PILE WALL ~~~~~~cc_: -=---.. -- ------- 1-------~-UP'~---y " -"o ' BEGIN PROJECT - STA A 10+00.00 (MATCH EXISTING) N:185618.216 E: 1298532.830 I ( I I I I I \ I I I I I \ \ \ ) I I I I I I RUNWAY I I I --I I I I I I I I I I I I I I I I I \ \ \ \ ( 7 I I I I I I I I I I lb 0 !Cr i - I I I I I I I \ I 1sAW I ~ \ "-\ cc, I ACCESS ROAD I I I c<._S\ I Y1 1 ( I \ \ I \ ) \ \ \ I \ I I I \ \ \ I \ \ \ \ \ \ \ \ I I \ 1 i i \ \ \\ I \ I I I SEC. 6, T. 23 N., R 5 E., W.M. ~ ~ ~ ~ LAKE WASHINGTON~ ~ 3 EXISTING BULKHEAD ~ CEDAR RIVER EXISTING BULKHEAD 20 0 20 40 1' = 20' sea.le feet \ EXISTING PARK PARKING EXISTING SHEET PILE WALL 0 I ~ -~------ SHORELINE 6 ( 8 ~ i I \ I I I I I I ~ --up_~~----ur--1--41-1!--++-~ I I WALKW ' ,i, 00 I I I I '(A'{}i I I I I I I I I . -13,~ 0,91''% '{A . ~ EXISTING PARK 0 CEDAR RIVER TRAIL 0 u END PROJECT = STA A 14+00 (MATCH EXISTING) N:185649.955 E: 1298931.569 -~ ~- (/) 01 -ZS -g: C: ~ I~ (/) \ \ 0-l (.) rY.: ~ (/) - --· ·-·--' . ......._ ,,,""'"'""··-. [] \ NOTE: Q ~~ 11 > I C 00 LEGEND: . . . . . ............. . VEGETATION DRIP LINE '" :\:: ;\,' l vzzza REMOVE CONC. PAVEMENT (STAGE "A") REMOVE CONC. PAVEMENT (STAGE "B" & "c") SAWCUT 1° d TAXIWAY EDGE LIGHT RUNWAY EDGE LIGHT WIND CONE RUNWAY HOLDING POSITION SIGN ~ PULL BOX --x FENCE -ss----SANITARY SEWER --STS STORM SEWER --A COMPRESSED AIR ---UP UNDERGROUND POWER ---10---EXISTING CONTOUR --P POWER ---UGT ---UNDERGROUND TELEPHONE --0/S OIL & STEAM GENERAL NOTES: 1. CONTRACTOR TO COORDINATE STAGE "A" CONCRETE PAVEMENT REMOVAL WITH TEMPORARY BRIDGE CONSTRUCTION. 2. REMOVE CONFLICTING PAINT MARKING. 3. ALL PILES, FOUNDATIONS, AND FOOTINGS ARE NOT SHOWN FOR DRAWING CLARITY. CONSTRUCTION NOTES: REMOVE WOOD BARRIER ON APPROACH SLABS. CD CD REMOVE AND RELOCATE RUNWAY HOLDING POSITION SIGN ("16") TO TEMPORARY LOCATION 0 CD ® ® (j) ® SHOWN ON C951. REMOVE AND RELOCATE WIND CONE TO TEMPORARY LOCATION AS SHOWN ON C951. PROTECT RUNWAY EDGE LIGHTS. PROTECT TAXIWAY EDGE LIGHTS. PROTECT SOLAR PANEL AND GROUND LIGHT. PROTECT PULL BOX. REMOVE FOUNDATION, FOOTING, AND PILES (2-FEET BELOW HISTORIC DREDGE ELEVATION). ® REMOVE STEEL "H" PILE. City of Renton Planning Division OEC2 8 ZUIZ SCALES SHOWN ON PLANS ARE AT FULL SIZE (24"x36"). 33301 9th Avenue South, Suite 300 f..)Berger.AB.Al\1 SYM REVISION PERMIT SET NOT FOR CONSTRUCTION Federal Way, Washington 98003-2600 N (206) 431-2300 Fax: (206) 431-2250 L ~--------.~--:===---,----::::::::---r::::-:-r---~--~~~-r---;;;;:;:-i---------r--~~~~~m--~~~=-:-::-c:=-:-:::~-=~~~~F"°'nw~~1ci' E ~ DRAWN DATE SUBTITLE I CURRENT REVISION SYMBOLO R I G DAT ::., BY APPRovm DATE sYM REV1s10N BY APPROVED DATE ~~co~:1~~~~~~ '-cH-Ec~K-Eo----+---EXISTING SITE & DEMOLITION PLAN1~s-HE-ET----...L----+--1_2_.1_s._12 _ ____,':': SPECIFICATION IS APPROVED TITLE CO 81 ~<;2(/)..J • .. ,,,.~..,,6111'!!!!® APPROVED BY DEPT. DATE REPLACE NORTH BRIDGE : ..,,,.,~.llwr..,, CHECKED -NORTH BRIDGE f-cJ0=8~N~0.----------+=co=MP~N=o.-------,~ APPROVED CEDAR RIVER 1-=cc-~_W_5_11_95_8 __ ~-~------,G RENTON, WA DWG NO. APPROVED STRUCTURAL MASTER RTN-NBRDG-C081