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HomeMy WebLinkAboutMiscI FEDERAL AID NO. STPUL-1131 (002) CITY OF RENTON, WASHINGTON CONTACTS: CITY OF RENTON PROJECT MANAGER PERTEET PROJECT MANAGER PUGET SOUND ENERGY-GAS PUGET SOUND ENERGY-ELECTRICAL VERIZON COMMUNICATIONS COMCAST COMMUNICATIONS AT&T COMMUNICATIONS CENTURYLINK COMMUNICATIONS ZAYO FIBER SOLUTIONS INTEGRA COMMUNICATIONS JAMES WILHOIT, PE PETER DE BOLDT, PE KATHY JOHNSON MICHAEL RAMIREZ MICHAEL FULMER Bill WALKER DANIEL MCGEOUGH DENA KLUDSIKOFSKY scan MORRISON ERIC CLAYTON CITY OFFICIALS: MAYOR: DENIS LAW COUNCIL MEMBERS: DON PERSSON, PRESIDENT ED PRINCE, PRESIDENT PRO-TEM RANDY CORMAN MARCIE PALMER GREG TAYLOR ARMONDO PAVONE TERRI BRIERE 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION (206)430-7319 (206)436-0515 (206)240-2482 (206)604-6450 (206)409-1260 (253)288-7538 (425)896-9830 (425)247-6248 (253)441-0653 ( 425)970-7763 CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-0515 I 1-800-615-9901 505 5th Avenue$, Suite 300 Seattle, Washington 98104 LOGAN AVENUE N (N AIRPORT WAY to N 6th STREET) RENTON PROJECT# "rn -~Tit z z ~ • ~ < a N 611-1 ST ~ ~ ~ < 0 . ' 0 .. PROJECT SITE ~ " s, -~ ' RD ST r"I", I ~l NE 4TI-I S VICINITY MAP NOT TO SCALE M. MACIAS NONE _,"'f'J'f::·:.,::: ... , J. BEAN ;R ~- SHEET INDEX SHEET TITLE DRAWING # SHEET # COVER SHEET, INDEX ANO VICINITY MAP cv, LEGEND AND ABBREVIATIONS Gl ALIGNMENT ANO CONTROL PLAN All TYPICAL ROADWAY SECTIONS RS1-RS2 SITE PREPARATION PLAN SP1-SP8 ROADWAY PLAN ANO PROFILE PP1-PP9 DRIVEWAY PROFILES DWP1-DWP2 CURB RETURN TABLES CRl MISCELLANEOUS DETAILS MD1-MD3 DRAINAGE AND WATER PLAN DR1-DR8 DRAINAGE AND WATER PROFILE DP1-DP8 DRAINAGE AND WATER DETAILS 001 CHANNELIZATION AND SIGNING CH1-CH9 ILLUMINATION ANO INTERCONNECT PLAN ll1-IL9 ILLUMINATION CIRCUIT DIAGRAM IL10 ILLUMINATION DETAILS IL11 SIGNAL PLAN SG1-SG9 PLANTING PLAN L1-L7 PLANTING SCHEDULE, LEGEND, NOTES AND LB ABBREVIATIONS PLANTING ENLARGEMENTS L9 PLANTING DETAILS L10 PLANTING ENLARGEMENTS-WEDGE PLANTING Lll AREAS CONSTRUCTION SEQUENCING AND TCl-TC6 PEDESTRIAN DETOUR GENERAL NOTES 1. THE EXISTING TOPOGRAPHIC ANO PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF FIELD SURVEY AND RECO~IFt;ic.E.._ ....... ' .. · q.T/ .OF .REN.TO. N. ANO BY PERTEET. ! < t: l . ::• ·· i '1. / 1 ; 2. EXISTING CONDITIONS SHOWN ON TI,ESE PLANS W.:RE BAsrn"ClN THE ~ESf A~AILA!kr. INFORMATION AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT. THE CONTRACTOR MAY ENCOUNTER VARIATIONS sn~[.N .,CT\,.V.V,C,()t'\O!TlONS AND n-msE SHOWN. TI,ESE VARIATIONS Will NOT BE THE BA!ilt-\P"OR!A l!:l.A~lbt.1:XTRA COMPENSATION J. TI,[ LOCATIONS OF EXISTING UNDERGROUND UTlUTIES Sli!Q.~f,jlEi,l'!'~-t"°· ~VE NOT BEEN INDEPENDENTLY VERIFIED BY THE DM><EK Clll:.,(FI ~N 10 i "l° CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIS ING UTIUTIE Efo COMMENCING WORK, AND AGREES TO BE FULLY RESPONSl~fol'.Ni~'f(~Nr}i~€i0_AM.AGES Wr-llCH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTlUTlES CITY OF RENTON CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET ~ -,;,,· Ti,OMSEN I I ·-~ ~""'ON:"""' Plonninq/81.1ilding/P1.1bl, W <: ork,;; Q,:,pt CV1 REVISION a, I DATE I APPR P. DE BOLDT wu,e,:-., NO COVER SHEET, INDEX AND VICINl1Y MAP AI-ININININIAIAI ! w ~ 9 3 " " WATER SYMBOLS SYMBOL SIGNALIZATION SYMBOLS SYMBOL EXIST. • Q -6- ff ~ N M " PROP. J • • • A ... C ( I ~ ~ N M '" DESCRIPTION CAP/PLUG COUPLING GUARD POST REDUCER THRUST BLOCKING WATER METER FIRE HYDRANT 2-NOZZLE FIRE HYDRANT 3-NOZZLE FLANGE/BUNDE FL (FL) (BL FL) MECHANICAL JOINT (MJ) PUSH-ON/HUB THREAD AIR RELIEF VALVE BLOW-OFF VALVE BUTTERFLY VALVE CHECK VALVE GATE/GENERAL VALVE PLUG VALVE GAS/POWER/TELEPHONE SYMBOLS SYMBOL EXIST. ~ PROP. D II ~ [EJ + ,- • [I] DESCRIPTION GAS METER GAS VALVE PAO fJOUNTED TRANSFORMER POWER VAULT TRANSMISSION TOWER UTILITY POLE UTILITY POLE ANCHOR TELEPHONE RISER TELEPHONE VAULT SURVEY SYMBOLS SYMBOL EXIST. c---., PROP. 6 + • ~ @ + -0 -r -., "we • • DESCRIPTION ANGLE POINT BENCH MARK BLOCK CORNER IRON PIPE MONUMENT (IN CASE) MONUMENT (SURFACE) OWNERSHIP TIE SECTION CENTER SECTION CORNER QUARTER CORNER SIXTEENTH CORNER CLOSING CORNER MEANDER CORNER WITNESS CORNER SOIL SORING/POTHOLING SPOT ELEVATION TAX LOT/PARCEL NUMBER ..... ---------. 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION EXIST. ~ -<=- 0-- m- ' - 0 0 rn 6- ~ ~ CZ) ""' H::( o--L ..L -i PROP. ~ --- D 0 ca--- ,0- ~ ' __.. ~ " [) • 0 --~ CZJ ""' ~ ...L -L -i- .,,l.,,. ..1.. ~~ <> • • ,1) -I> _. v ~ 6 SANITARY LSTORM SYMBOL EXIST. D ~ @ @ • • PROP. • a • -() e • CALL 2 BUSINESS DAYS BEFORE YOU DIC ~ Perteet 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 206-436-051511-800-615-990, 505 5th Avenue S, Suite 300 Seattle. Washington 98104 DESCRIPTION AERIAL DISCONNECT AERIAL TERMINAL COMPARTMENT DIPOLE DETECTOR QUADRAPOLE DETECTOR ROUND LOOP DETECTOR PEDESTRIAN DETECTOR INDICATOR LIGHT EVP DETECTOR EVP SENSOR W/ INDICATOR LIGHTS FLASHING WARING SYSTEM JUNCTION BOXES (TYPE I, II, VIII) PEDESTRIAN PUSHBUTTON POST W/ PUSHBUTTON PEDESTRIAN SIGNAL HEAD SIGNAL POLE NOTE R/R CROSSING GATE R/R CROSSING SIGNAL SIGNAL CONTROLLER SIGNAL LOAD CENTER STREET LIGHT ASSEMBLY TRAFFIC SIGN-8RIOGE TRAFFIC SIGN-CANTILEVERED TRAFFIC SIGN-SINGLE POST TRAFFIC SIGN-DOUBLE POST TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/ LUMINAIRE TRAFFIC SIGNAL SUPPORT POLE TRANSIT SIGNAL PRIORITY SENSOR VEHICLE SIGNAL HEAD V£HICLE SIGNAL HEAD W/ ARROW INDICATOR WIRE NOTE SEWER SYMBOLS DESCRIPTION SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN (TYPE 1) STORM DRAIN CULVERT STORM DRAIN CATCH BASIN (TYPE 2) STORM DRAIN MANHOLE ENERGY DISSIPATOR so REVISION CHANNELIZATION SYMBOLS SYMBOL EXIST. ob ~ 0 PROP. "° ~ • fill llf ~ * ~t!OOl ~m~ l + ¥ ~ ~ ~ ~ ~ 1P 0 ~I. ~w~ t + V \._ ~ ~ I' 4 ~ • DESCRIPTION BIKE PATH HANOICAP SYMBOL H.O.V LANE SYMBOL ONLY RAILROAD CROSSING SCHOOL STOP STRAIGHT ARROW LT.RT.STR. ARROW LEFT-RIGHT ARROW 2-WAY LEFT TURN LEFT TURN ARROW RIGHT TURN ARROW LEFT-STRAIGHT ARROW RIGHT-STRAIGHT ARROW LANE MARKER TYPE I D • LANE MARKER TYPE 11 SURFACE FEATURES/LANDSCAPING SYMBOL EXIST. if1jk 0 PROP. ~ :It • ca:ca 0 ~ * 0 • ~ .. ,, DATE DESCRIPTION SUS SHELTER DETECTABLE WARNING SURFACE EMBANKMENT MAIL BOX RIP RAP ROCKERY SHRUB SIGN TREE (CONIFER) TREE (DECIDUOUS) FENCE POST WHEELCHAIR RAMP YARD LIGHT M. MACIAS J. SEAN J. TrtOI.ISEN APPR -I.I I.IACIAS NORTH ARROW NONE ""'ll."""-' ~""-"""' ""'-'""""""""-' ABBREVIATIONS /,DJ ALIGN ALT AP APPROX ASPH AVE AVG B" BOT BTWN CB CB1 CB2 CG C/Ul_ Cl co" CONC CONN CONST CONT COR CSTC DE! DIAM OWG ' EA EL EX. EXIST CH FL FT G GE GV HORIZ HPS "' " '" ,NT K L LB LBS LF LT LUMIN •AX "" "H "'N ., •ON N NA NTS OPP PC PSE PT eve P',1 PVMT PVf R REF R.P.M RR RT R/W, ROW s so SMFO STLT SLJS ss ST sr, S/W TOC N UT,L VERT w W/ ADJUST ALIGNMENT ALTERNATE ANGLE POINT APPROXIMATELY ASPHALT AVENUE AVERAGE BENCH MARK BOTTOM BETWEEN CATCH BASIN CATCH BASIN TYPE CATCH BASIN TYPE CURB & GUTTER CENTERLINE CLASS COi.tMON CONCRETE CONNECTION CONSTRUCT CONTINUED/CONTINUOUS CITY OF RENTON CRUSHED SURFACING TOP COURSE DETAIL DIAMETER DRAWING EAST, VERTICAL DISTANCE BETWEEN PVI AND ROAO SURFACE EACH ELEVATION EXISTING FIR[ HYDRANT FL>.NGE FEET/FOOT GAS LINE GROUND ELEVATION GAS VALVE HORIZONTAL HIGH PRESSURE SODIUM HEIGHT INVERT ELEVATION INCH/INCHES INTERSECTION RAT£ OF V£RTICAL CURVATURE (LENGTH (FT) PER % OIFF IN GRADE) L£NGTH OF ARC POUND POUNDS LINEAL FOOT/FEET LEFT LUr.dlNAIRE r.dAXIMUM MAILBOX MANHOLE MINIMUM MECHANICAL JOINT MONUMENT NORTH NOT APPLICABLE NOT TO SCALE OPPOSITE POINT OF CURVE PUGET SOUND ENERGY POINT OF TANGENT POLWINYl. CHLORIDE / POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANGENT RADIUS REFERENCE RAISED PAVEMENT MARKERS RAILROAD RIGHT RIGHT OF WAY SOUTH STORM DRAIN SINGLE MODE FIBER OPTICS STREET LIGHT STREET LIGHTING JUNCTION SANITARY SEWER STREET STATION SIDEWALK TOP OF CURB TELEVISION UTILITY VERTICAL WEST, WATER LINE WITH DATUM -=·:.~, .... ;R CITY OF RENTON ® Plonni,-.g/Build,ng/Pub,,c Works Dept FEDERAL AID NO. STPUL-1131(002) LINETYPES UNETYPE -,--x-x-x-x--,- ---,---,--- ~ -----*••----- -----•••---------•••---- -----G----- -----OP----- ----BP---- -----so----- -----Fll----- ----ss---- -----OT----- -----BT----- -----W----- -----CUT----- DESCRIPTION SURFACE FEATURES: EXISTING BUILDING LINE PROPOSED BUILDING LINE EXISTING DITCH PROPOSED DITCH EXISTING CURB/PAVEMENT/SIDEWALK PROPOSED CURB/PAVEMENT/SIDEWALK EXISTING FENCE LINE PROPOSED FENCE LINE EXISTING GRAVEL EXISTING GUARDRAIL PROPOSED GUARDRAIL LAKE/POND WETLAND/SWAMP PERIMETER RAILROAD EXISTING RETAINING WALL PROPOSED RETAINING WALL RIVERBANK/SHORELINE VEGETATION LINE SURIIEY: EXISTING CENTERLINE PROPOSED CENTERLINE EXISTING CONTOUR (INTERfJEDIATE) EXISTING CONTOUR (INDEX) PROPOSED CONTOUR (INTERMEDIATE) PROPOSED CONTOUR (INDEX) EXISTING EASEMENT LINE PROPOSED EASEMENT LINE EXISTING PROPERn' LINE EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY EXISTING RIGHT OF WAY (USED) PROPOSED RIGHT OF WAY SECTION LINE QUARTER SECTION LINE 16TH SECTION LINE urunES (EXISllNG) EXISTING GAS LINE EXISTING AERIAL POWER EXISTING BURIED POWER EXISTING STORM DRAIN EXISTING FORCE MAIN EXISTING SANITARY SEWER EXISTING AERIAL TELEPHONE EXISTING BURIED TELEPHONE EXISTING WATER LINE UT1UT1ES (PROPOSED) PROPOSED GAS UN( PROPOSED AERIAL POWER PROPOSED BURIED POWER PROPOSED STORM DRAIN PROPOSED FORCE MAIN PROPOSED SANITARY SEWER PROPOSED AERIAL TELEPHONE PROPOSED BURIED TELEPHONE PROPOSED WATER LINE CUSTOM, CUT LINE "" J E-Yr~ i \ /; . L .. ___ ...., ___ .... __ -; "'\ ..s1"t.L.idl~:i V ~---~: ---{}-----{]---CONSTRUCTION FENCE MAY 1 4 2015 CITY Of RE1\JH:H~ CITY OF RE~J.\J'-/:-; :_:,:' 11 :i,_:· '~ LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET LEGEND AND ABBREVIATIONS G1 AI-ININININIAIA' 1 I ~ CI. u o' 0 0 ~ SEC 18, T 23 N, R 5 E, W.M. A 2 3+40.68 L-LINE S~A 200+00 ~ ,-u,e s ' '<I 0 ,');,. '39 L-LINE STA 18+32.81 M-LINE STA 100+00 ffiDERALAID NO. STPUL-1131(002) SEC 7, T 23 N, R 5 E, W.M. END PROJECT L-LINE STA 39+00 ~ 'E.\ 313 314 5006 LOGl'J'I AVE~ ~12 ~ .}~~ :so~U-~~~ -311 ,, --~ ' ·---·---,,__._ .__,, ·~ -~.~~ '" ~""----" = = ""·~ ~-~ •. •,r ' . ,,, ' '"' .,.~ ' """" • ' "00 "' 326 ~ 327, \l\ Z. 322 0~ 328 , 329~ --~~ L=233 7r ., 1 -,,,,~ 0 u, ::C •=06'41 51, -. 000 •·=•? o· • • 0 "' ' ~ ,.,oo '""''" ,_,,.. ., ' ,-,-oo ,C,m·oo , ~ ~ ... 00 .,. ""' ~ ern, "'""'+cc '·, ' ,,. S L-LINE STA 10 + CURV 5 - L=119.1:'j' 8 d=2T51 '38" R=245.00' L-LINE CONSTRUCTION ALIGNMENT N-LINE CONSTRUCTION ALIGNMENT STATION NORTHING EASTING DESCRIPTION STATION NORTHING EASTING DESCRIPTION 10+00.00 179918.94 1300230.93 BEGIN ALIGNMENT 200+00.00 181214.19 1J00567.89 BEGIN ALIGNMENT 13+30.98 180245 18 1J00286.76 CURVE 1 PC 203+00.00 18!209.06 1300867.85 ENO ALIGNMENT -179840.40 1302652.37 CURVE 1 RADIUS POINT 16+53.40 180558.38 1300362.29 CURVE 1 PT 25+21 51 181386.74 1300621 99 CURVE 2 PC LOGAN AVE N CONTROL -18198506 1298713.59 CURVE 2 RADIUS POINT NUMBER STATION, OFFSET NORTHING EASTING ELEVATION 27+55.30 !81613.39 1300678. 75 CURVE 2/CURVE 3 PCC 322 10+00.00. 9.81" RT 179917.29 1300240.60 33.35' -182115.14 1298025.78 CURVE 3 RADIUS POINT 320 11+90.76, 48.79" LT 180115.20 1300215.01 37.44' 32+35.30 182090.46 130D725.67 CURVE 3 PT 39+00.00 182755.13 1300731.73 ENO ALIGNMENT 339 12+65.88, 57.59" LT 308 15+J9.82, 0.74' RT 180190.73 1J00219.01 36.95' 180449.05 35.78" 1300331.60 307 16+36.23, 3.35' RT 180540.99 1300360.42 33.61" M-LINE CONSTRUCTION ALIGNMENT 326 16+73.64', 48.J8' RT 180563.39 1300414.39 33.23" STATION NORTHING EASTING DESCRIPTION 327 18+11.49. 91.75' RT 180681.78 1300497 13 34.75' 328 18+56.82, 123.47" RT 180715.55 1300540.96 35.02" 100+00.00 180729.57 1300415 96 BEGIN ALIGNMENT 329 19+01.98. 1J8.46' RT 180754.15 1300568.78 35.91' 100+53.7 180713.50 1300467.20 CURVE 4 PC -180758.35 1300481.26 CURVE 4 RADIUS PT 3'0 23+81.13, 44.21' RT 181239.56 1300622.18 32.40' 100+81.62 180713.32 1300494.71 CURVE 4 PT 330 23+95.32, 219.88' RT 181200.54 1300794.05 29.92" 102+21.36 180753.31 1300628.60 CURVE 5 PC J09 25+41-53. 3.50' RT 181404.85 1300631.23 30.78' -180518.58 1300698.76 CURVE 5 RADIUS PT JJ7 26+09.40, 31 96" RT 1300677.32 32.43' 181462.93 103+40.49 180758.90 1300746.43 CURVE 5 PT 5006 30+59.40, 6.50" LT 181915.22 1300711.85 JO.OB' 104+00.00 180747.28 1300804.80 END ALIGNMENT 313 J6+J2.59. 37.97' LT 182488.08 1300691.32 J2 07' JJ2 36+68.63, 164.58" RT 182522.27 1300894.19 J0.10· 312 J6+68.70. 12.21' LT 182523.96 1J00717.40 31.26' ,,, J6+68.79. 0.99' RT 182523.92 1300730.60 31.47' 314 37+01.89, 51.68' LT 182557.50 1JD0678.24 31.47" 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION ~c~.,o,, '-~ .. _ .. ··;,, '1181.,f~.t,:.. .. _, - CURVE J L=480.00' .!.=10'11 '9" R=27oo.ao· DESCRIPTION FOUND MONUMENT (809-14-03) FOUND LEAD & TACK (809-14-01) FOUND LEAD &: TACK (755-50-01) FOUND MONUMENT (809-08-02) FOUND MONUMENT (809-08-01) FOIND MONUMENT (798-48-02) FOUND MONUMENT (798-48-03) FOUND MONUMENT (798-49-01) SET HUB &: TACK (798-49-02) FOUND MONUMENT (809-09-02) FOUND MONUMENT (798-49-03) FOUND MONUMENT (809-09-01) CROSS SET (816-58-01) FOUND MONUMENT (816-61-01) CROSS SET (809-12-01) FOUND MONUMENT (798-50-01) FOUND MONUMENT (809-12-01) FOUND MONUMENT (809-09-03) FOUND LEAD &: TACK (809-12-03) CALL 2 BUSINESS DAYS BEFORE YOU DIG ~ Perteet -"',•"· . .,. "~ts· t~-~J; 1'"~ 100' _,~,:,~H1 !R CITY OF 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 206-436-0515 11-800-615-990( 505 5th Avenue S, Suite 300 Seattle. Washington 98104 I ,J'<l' ··~.fo19_1~ .. ;g; ,..~-0.~ NO REVISION "' MACIAS -J. BEAN BS I DATE I APPR 1 -..::.· THOMSEN J. (.ARVIN ® --I RENTON ""'u._, . ..,.-->CN.£"'"°"""""'' Plonning/8uilding/Publ,c W k or s Dept 332-\, NOTES: 1. THE CONTRACTOR SHALL FILE A MONUMENT DESTRUCTION PERMIT WITH THE DEPARTMENT OF NATURAL RESOURCES (DNR) PRIOR TO REMOVING ANY MONUMENT. All MONUMENTS REMOVED DURING CONSTRUCTION SHALL BE RESTORED ANO A COMPLETION REPORT SHALL BE FILED WITH THE ONR UPON COMPLETION OF MONUMENT RESTORATION WORK 2 THE ALIGNMENT AS SHOWN HEREON IS THE CONSTRUCTION ALIGNMENT ONLY IT IS NOT THE RIGHT-OF-WAY CENTERLINE MONUMENTS WITHIN THE EXISTING STREET IMPROVEMENTS DO NOT PERTAIN TO THE CONSTRUCTION CENTERLINE, EXCEPT AS REPRESENTED BY A COORDINATE VALUE. SURVEY NOTES: CONTROL STATEMENT: HORIZONTAL CONTROL ARE DERIVED FROM WASHINGTON NORTH ZONE STATE PLANE COORDINATES UTILIZING STATIC AND RTK GPS OBSERVATIONS ON SEVEN MONUMENTS IN THE PROJECT AREA, PUBLISHED IN BOTH NAD8J(2011) AND NAD8J(1991). HORIZONTAL POSITIONS WERE FIRST OBSERVED IN THE NAD8J(2011) DATUM ANO THEN CONVERTED TO THE NA083(1991) DATUM. VERTICAL CONTROL IS IN THE NAV088 VERTICAL DATUM. BASED ON STATIC GPS AND LEVEL RUN OBSERVATIONS ON CONTROL POINTS IN THE PROJECT VICINITY. THE PROJECT VERTICAL BENCHMARK IS PERTEET CONTROL POINT NO. J08, A J/8• DIAMETER BRASS PLUG IN A CONCRETE MONUMENT, IN CASE, IN THE CENTER TURN LANE OF LOGAN AVENUE NORTH. APPROXIMATELY 115 FT. NORTH OF THE CEDAR RIVER BRIDGE. THE NAVD88 ELEVATION OF THIS POINT IS 35.78 FT. THE ELEVATION OF PT. NO. 308 IS BASED ON A STATIC GPS OBSERVATION. HOLDING THE DIFFERENTIAL LEVEL DERIVED ORTHOMETRIC ELEVATION OF 134.809 ON WSDOT CONTROL POINT BM17405-91. • • _, • \".?Fi '"·-·'· "\ .. ; ' .. i ,, • SCALE M1W 1 4 2015 '1'········· 100 0 100 FEET CITY OF RENTON LOGAN AVENUE N 200 (;ffV ,, N AIRPORT WAY TON 6TH STREET ALIGNMENT AND CONTROL PLAN i'. ") ~~ All lAT-ININININIAIA ! 1 § ch Cl) ci.. 0.. 0.. EASEMENT RW 10' I I I VARIES VARIES ,VARI£$_ , VARIES O' TO 3' -28' TO 45· 0.5' ') ----' 0 ' e j-' ' - @ 0 (;\ RW 28' 0.5' 0 -------------ct_ I I ,-~ ~ \ RW VARIES 28' TO 31.9' 0.5' 0 ---------ll @ 8 /,\ RW 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER VARIES 31 g' TO 53' 0.5' ;~ " ~ Perteet 206-436-051511-800-615-990 505 51h Avenue S, Suite 300 Seattle. Washington 98104 0 VARIES 120' TO 135.21' 'c L-LINE VARIES 40' TO 43.2' 0 LOGAN AVE N lYPICAL SECTION A L-LINE STA 14+02 TO STA 18+45 N T.S 100' It L-LINE 28' I / I --~--JJ ©. LOGAN AVE N lYPICAL SECTION B L-LINE STA 18+45 TO STA 23+68 N.T S 100· It L-LINE 28' I - I 0 ~ LOGAN AVE N lYPICAL SECTION C L-LINE STA 23+68 TO STA 30+00 N.T.S. 110· 'c L-LINE VARIES I 28' TO 29 .. 3' ©. LOGAN AVE N lYPICAL SECTION D L-LINE STA 30+00 TO STA 36+10 N.T.S NO REVISION 8< 8' PLANTER I I \ b 8' PLANTER \cc 8' I I PLANTER -· M MACIAS J. SEAN --P. OE BOLDT -P. OE BOLOT DATE APPR ' 8' SIDEWALK ---1_2% (5 5' 1' 8' 8' PLANTER SIDEWALK 1 !i% 1' VARIES 13.5' TO 16.8 ~-.\ '1,J,/:.:i, 4:1 --------\--__ F-Max 15 RW 1' VARIES 7' TO 8.7' RW VARIES SIDEWALK 117 I __ 1.5%' 5' 1' I SIDEWALK I u~ NONE .,....,.,....., ~""'""''""' A \ w.1=s"i- RW VARIES 5.2' TO 13_9· ,c..v..-,,_ _,.,..,.._....,, .. ,1,.01 ~ !R ~ CITY OF RENTON P•anning/8uilel1ng/Pub1;c Works Dept RW FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES: 0 0 0 0 © 0 0 0 0 @ @ @ @ e @ 11" HMA CL 1/2" PG 64-22 4" CRUSHED SURFACING TOP COURSE CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STD. PLAN 101.1 ANO 10J, ANO WSOOT STD. PLAN F-10.12-0J. (GUTTER SLOPE SHALL MATCH ADJACENT ROADWAY}. PLANTER STRIP, SEE PLANTING PLANS CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN F007. PROTECT EXISTING CURB AND GUTTER. SAWCUT (FULL DEPTH). CROSS-SLOPE VARIES, SEE ROADWAY PLAN AND PROFILE PLANS FOR CENTERLINE ANO FLOW LINE ELEVATIONS TRAFFIC ISLAND, SEE MISCELLANEOUS DETAILS 2" HMA CL 1/2" PG 64-22 HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STO PLAN F-10 42-00. MATCH EXISTING SLOPE PROTECT AND MAINTAIN EXISTING PAVEMENT ADJACENT TO GUTTER UNTIL JUST PRIOR TO PAVING HOT MIX ASPHALT TRAIL, STA 16+65 TO 17+7S, SEE ROADWAY PLAN AND PROFILE PLANS. SEE PLANTING PLANS FOR RESTORATION. [~EC:r=i ' ~ -i ' MAY 1 4 2015 CITY OF REi~TOi', :)LAi\!f'-,l1M, ,·;:\ .. :YY·-. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET -~ RS1 TYPICAL ROADWAY SECTIONS AI-ININININIAIA ! § ch U) ci.. a.. a.. ~ 90% SUBMITTAL. CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU OIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ RW I ~ Perteet 206-436-051511-800-615-990( 505 5th Avenue S, Suite 300 Seattle, Washington 98104 RW "1-:/ MAX VARIES 62.2' TO 121' 1' 't VARIES VARIES ~--l~-T~-l~~---------~-'---1~~~-J~----11_ PLANTER SIDEWALK l~-VARIES M-LINE VARIES o' TO s' 5' TO 8' 1 · ::~ 0 I 11 I ~;;; n · W-_P-:_'f.... 4·.I I b g '.:' I I ' d ~ J 11 ;::. ·1 0 N 3RD STREET TYPICAL SECTION E M-LINE STA 101 +20.8 TO STA 102+54.6 N.T S VARIES 45.5' TO 82.4' VARIES 14.5' TO 36' s· OVERLAY 'i_ N-LINE T I I 21.3' EX. ROADWAY 0 RW .4: J k._.4.5 VARIES 33.5' TO 40.0' RW I I EASEMEt\lT i1,,-.i w,r,..'f.. \.,--,· 0 0 -1 @, I ---I I I -------====1=c_c_')'ccccco-----------l Is, G n I N 4TH STREET TYPICAL SECTION F N-LINE STA 200+66 TO STA 201 +50 N.T.S. RW 98' RW 1.5' J' OVERLAY TRENCH RESTORATION 'i_ 10· 8' N-LINE 21..3' EX. ROADWAY I ·~· ! " ·-~" I f----c-=-=-=-=.:Q ________ I I @ I---------------------__n:.::::::::::::i-----------~ I ,-I------~,-, 10 ___________________ I _ _J ,o N 4TH STREET TYPICAL SECTION G N-LINE STA 201+50 TO STA 202+52 N.T.S. -· -M MACIAS -J. SEAN -- REVISIO!'-l s, I DATE I APPR I__;· DE BOLDT P. DE BOLDT -· NONE ~:,.;.,1, .. , ® !R CITY OF I .. :~:._, RENTON """'-""'" ""'"'""'-' Planning/8Liilding/Public W arks Dept I FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES: 0 0 0 © ® 0 0 0 0 @ @ @ @ e @ 11" HMA CL 1/2" PG 64-22 4" CRUSHED SURFACING TOP COURSE CEMENT CONCRETE CURB AND GUTIER PER CITY OF RENTON STO. PLAN 101.1 AND 103, AND WSDOT STD. PL.AN F-10.12-03. (GUTIER SLOPE SHALL MATCH ADJACENT ROADWAY). PLANTER STRIP, SEE PLANTING PLANS CD.IENT CONCRETE SIDEWALK PER CITY OF RENTON STD. PLAN F007 PROTECT EXISTING CURB AND GUTIER SAWCUT (FULL DEPTH). CROSS-SLOPE VARIES, SEE ROADWAY PLAN AND PROFILE PLANS FOR CENTERLINE AND FLOW LINE ELEVATIONS TRAFFIC ISLAND, SEE MISCELLANEOUS DETAILS. 2" HMA CL ! /2" PG 64-22 HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER W'.iDOT STD PLAN F-10.42-00. MATCH EXISTING SLOPE PROTECT ANO MAINTAIN EXISTING PAVEMENT ADJACENT TO GUTTER UNTIL JUST PRIOR TO PAVING HOT MIX ASPHALT TRAIL, STA 16+65 TO 17+75, SEE ROADWAY PLAN ANO PROFILE PLANS SEE PLANTING PLANS FOR RESTORATION. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET ""'""""" RS2 TYPICAL ROADWAY SECTIONS ~ IAI-ININININIAIA! :i z ~ ~ " NE 34 SEC 18, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131(002 I I ;::: ' ' ,,- /''-, i' ;¥,.,.] 4+54 f O:,AllirllT +:)'"'"-..• -{~----•-/> ?~ -, . \ _(J / -I-, /~;~)~~-:~;:~~ ~?t\,c -,----10 (2) ! ,,. .,... '\ . -:---i( -) ------( ~\ '-----:::.::::::=-::;.'::.:-.=;~:.=~~!: EASEMENT I") R/W (L -~----... ~ 10 . -_, __ '---_ -~-..=:_' --... ___ ENo_s_,_wcur ~ .. 't --~---:;;::'--::--.,, 1 i.:.@) __ _ . ::'" ------<~ ---------~~~- +++++ ++ ...................... t"+++,-+ +++~ ++++++-~ +++c., ; ......... ~ J>:' cl\ I r z {Tl ~ ~ 01 + (Jl 0 (/) {Tl {Tl - T "= / ~>--~-~~"'"=-~- 4' t::J ' , __ , " ~~ L-LINE SAWCUT -....:..:Y ~ ST'µwtm '/~ LQGAN Avt. N 18+00 _J 11+oo ' + :.1: ...=-.--+ ---_, ___ -..._.L.. --+---__,_ -----tr-----+----,.. --,..... ~:'3:_:~~:;~1;:::::.~=~t~=--=_:_--\:1,~--\1----'----------~ __ ·-e+---------------------+-----1 14+00_ -;, . --·~~~ ~ / ~ ,,_, I ----~~-~ ' ~ REMOVAL ~ C) -~--') ~'c-c···c>~. __ Jr" -i= .,~ ~ c>C\ _;, ' 1.'~~rn_J-tr'"C· .. ~ ~p-1'~'7:ZT" ·----,.,j\!""-·;,C~'-'~-E[qtl~~;ZM!j;#+ /_,;0'jb!--_J'-,__-=:--_/L __ ;'_:,,-i;iF1-->'.'_2_ YY_,/_/1''ff1-L-/_,;__,,,_?~ (/) -0 ~ ::~4~54JOINT ~ 1-----,-~~::t~-.x:~-~-,-·7 'f-=-~ -:~ ~,,..--~, °''""""'"'" ",,."""' , %R/w, _ , ·-;,;- 12)-J I 13 f~··f j GENERAL NOTES: 1. APPROXIMATE CLEARING WAITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PL.ANS, AFTER APPROVAL 6Y THE ENGINEER. TREES ANO THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REI.IAIN. PROTECT' EXISTING TREES ANO IRRIGATION SYSTEM L_OCAT[O BEHIND _EXISTING SIDEW!J-K 7 SEE ILLUI.IINATION PLANS FOR ALL LUt..ilNAIRE ANO INTERCONNECT REMOVALS 8 SEE DRAINAGE PLANS FOR ALL DR<lJNAGE RELATED REMOVALS. 9 SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN 10. REMOVE IRRIGATION HEADS, VALVES. ANO ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGAHON SYSTEl.1 DISTURBED DURING CONSTRUCTION SEE PL.ANTING PL.ANS, ,....__ LEGEND [II INLET PROTECTION CONSTRUCTION FENCE ---CUT ---CUT LINE FILL LINE ----------------------SAWCUT CONSTRUCTION NOTES: 0 PROTECT EXISTING CURB AND GUDER (OR CURB) r,:;\ INSTALL STOR~ DRAIN INLET PROTECTION PER WSDOT STD \V PlAN NO. 1-40.20-00 r;\ INSTALL HIGH VISIBILITY FENCE PER WSDOT STD. PLAN \::..I 1-10.10-01 © REMOVE EXISTING CURB AND GUTIER (OR CURB) © RELOCATE EXISTING Ulllli'I' POLE (BY PSE) © REMOVE EXISTING SIGN ANO POST 0 REMOVE EXISTING SIGN © RELOCATE EXISTING GUY WIRE (BY PSE) © RELOCATE EXISTING WATER VALVE @ REMOVE EXISTING TREE @ PROTECT EXISTING TREE, SEE DETAIL ON SP SHEETS @ PROTECT EXISTING ELECTRICAL CABINET @ PROTECT EXISTING GUY WIRE ANCHOR 0-PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED v_:y ELECTRICAL HANDHOLE AND CONDUIT @ RESET EXISTING MONUMENT, MONUMENT CASE ANO COVER @ PROTECT EXISTING FIRE HYDRANT, SEE DR SHEETS @ RD.10VE EXISTING PRIVATELY-OWNED SIGN. SEE SPECIAL PROVISIONS FOR AOOITIONAL INFORMATION @ @ ® @ @ PROTECT EXISTING FENCE PROTECT AND MAINTAIN EXISTING LUWNAIRE REMOVE EXISTING PAVEMENT MARKING SYMBOL PROTECT EXISTING PAVEMENT MARKING SYI.IBOL ADJUST CATHODIC PROTECTION TEST BOX 3 CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COW,IENCING WORK PER THESE PLANS 11. I.IINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PL.ANT I.IATERIAL WHERE POSSIBLE. r.\<<~<:<,->. _:j PLANING BITUMINOUS PAVEMENT (2") 4 FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PL.AN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING ANO PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS 90,C SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 ,o 1''=20' t, t,ACIAS J BEA~ -·- REVISION BY I OATE I APPR _.,;:, lf+OMSEN .,....._,......, ~'""'""""" ~. DE 9DLDT ~-, REMOVE EXISTING PAVEI.IENT i~~~. ("' ~· ' ~(tt r:,1 r,?{;:,:?2 REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER 1-•••••• j CLEARING ANO GRUBBING -~:',~'!'!,,,., ® ft CITY OF RENTON P1an,i,ng/Bu,ld,,ig/Puolic W ocks Dept. MAI 1 4 !D15 ~n,,-- scALE ••••••••••• 20 0 FEET 20 CITY OF RENTON LOGAN AVENUE N ...,_,, =·· 40 N AIRPORT WAY TON 6TH STREET SITE PREPARATION PLAN SP2 AI-ININININIAIAI ~ B a " " NE 14 SEC 18, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 (002} ~ (2) ~0(2) -~:::~~~:-.--:~ 4 ;:::--;;;:-::--:-~ ',,\ 4 ~ >~-~~::: ;~ \I( .. . ./"8 -c" ,,-S\'.r ,-<' . I' ,~(~--~~~-~ _: ·:, _)\ \(Z~: __ ... ( '),) \C~~TJ\ "----------------------------------;:.~:J 1 • "-------------··-~ (2} L.. EASEMENT , \\ ' '--, ~ .'••••••••••••••••··:. ------,···· --~--,;.--ce•ec':~r_•\~--=-\11 ~ 1 ~ (.!) --: '"" '"'" : --_----c_-----~-------_[--------------""'--=-.. ,. ~1~·· ----=--, (.!) 3 ~BP--BP BPI_ 'J' ~ ., ,,, , --o C<F -~<-_-=----~ 0 --j + .. + • + + + ' • + • I I i ~ µf, ,~l -' --=-~{ [; -,-----=----" --,--;_ r---~ -=--=-0 ·+++_++++ + ~..,. l l!J•'.;• <" Ua::.... ~;c:, .'! ~ ~o = -~~~-=~;~-~ ~~A:~:~~~=----~UN~-·=r so==~~=,~~~so-----: r--18+00 1•+oo -J?L ~1+00 ~ 0 ~ -------+---~ I---+ ---I -+----+----+---+--;;ji---+-'~ -~•-@-. --1---+----+---~ ~ ~ In }l_____ 4 ,, J U") 3 ;\?: ~:~~\~:11I~~;~1:;-~: !:\·:~ ~\:1 ~ :!~:if :~~-~/;if Iii-:~'.;::~i~:~~~~~~~~:~:f:}i:!~;:!t~.;:}:H~~~ l~;~~~~~-:•~4:~:i!S~i0:;~;~~::J;;~ii· 3 I + + + + + + + + • + + + + + + + + + + + + + ++++ct+ .. +... -----~ I --+ + + + I o.·."' .. ·.•.·.• .. ·.• .. !:+·.~. is.:.·.·.· ---------------------------o I-. • • '. .-• • • • • • • • • • . \ I-<( +t• + • + f ,¥. +.,. ..-+ ,.. .. ,,.. + " ---------_,., -----------<( ::::E •z'.,::_++++++:+~+.A~+++ .•.•.+_..+ 17 R/W ::E GENERAL NOTES: 1, APPROXl"-AATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED 8Y THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER. 2 TREES ANO THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. 3 SEE ILLUMINATION PLANS FOR ALL LU'-'IINAIRE AND INTERCONNECT REMOVALS. 8 SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9 SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK_ ALL SALVAGED EQUIP"-AENT SHALL BE STORED ANO REUSED TO RE-ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS. LEGEND (Il INLET PROTECTION CONSTRUCTION FENCE ---CUT ---CUT LINE FlLL LINE SAWCUT CONSTRUCTION NOTES: 0 PROTECT EXISTING CURB AND GUTTER (OR CURB) ~ INSTALL STORM DRAIN INLET PROTECTION PER WSOOT STD \::./ PLAN NO. 1-40.20-00 ~ INSTALL HIGH VIS161LITY FENCE PER WSOOT STO. PLAN \::Y 1-10_10-01 0 REIAOVE EXISTING CURB ANO GUTTER (OR CURB) 0 RELOCATE EXISTING UTILITY POLE (BY PSE) © RDAOVE EXISTING SIGN AND POST 0 REMOVE EXISTING SIGN © RELOCATE EXISTING GUY WIRE (BY PSE) 0 RELOCATE EXISTING WATER VALVE @ REMOVE EXISTING TREE @ PROTECT EXISTING TREE, SEE DETAIL ON SP SHEETS @ PROTECT EXISTING ELECTRICAL CABINET @ PROTECT EXISTING GUY WIRE ANCHOR £\ PROTECT EXISTING BILL60ARO FOUNDATIONS ANO ASSOCIATED y_y ELECTRICAL HANDHOLE AND CONDUIT @ RESET EXISTING MONUMENT, MONUMENT CASE AND COVER @ PROTECT EXISTING FIRE HYDRANT, SEE DR SHEETS @ REMOVE EXISTING PRIVATELY-OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFOR~ATION @ PROTECT EXISTING FENCE ® PROTECT AND ~AINTAIN EXISTING LUMINAIRE @ REMOVE EXISTING PAVEMENT MARKING SYMBOL @ PROTECT EXISTING PAVEMENT MARKING SY"4BOL @ ADJUST CATHODIC PROTECTION TEST BOX 3 CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION ANO IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS 11. f.llNIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT f.lATERIAL WHERE POSSl6LE. r •. .·::::1 PLANING BITUMINOUS PAVEMENT (2") 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT ~OE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS REMOVE EXISTING PAVEMENT 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CA.LL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ 6 SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. Perteet 206-436-051511-800-615-9901 505 5th Avenue S, Suite 300 Seattle. Washiniton 98104 so. REVISION BY I DATE I APPR 1 "=20' ~ !aACIAS BEAN THO!aSEN I _,_ """'--"""'""""" --· p DE BOLDT [<:>,;d t ••.••.• l REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER f<E CLEARING ANO GRUBBING ~:..:.~ .. , ~ ;R CITY OF RENTON Plonning/Building/PL1bl,c W orks Dept. MAY 1 4 11115 _ ___p;of ~ i-'LAN:'-J!l\s: SCALE ............ 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TO 6TH STREET SITE PREPARATION PLAN t:·t--;\; ; . ' SP3 AI-ININININIAIAI w , < z ~ 0 " " SE J4 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 (002 ;. , ~------------·--· ----R/w/-------x-. \ -----/--------, -----.--- ' i S~ ~3~ S)A 23+B7 [ :s,:<:, ~~t~:~r+::r+:~1:~:~· ·,r:::~. _c~::-··~---------~-~~:],~~~~~ ~ I') CL U') (.!) ;;:: 0 w w U') 0 0 + N N .. ,-+ .. L .. + Ell"'-±-;<---;±-:;'"-;_±+±_-.:'~ ... -.... ~-,_'\"'"!~><:, <t: ~~~'"~ • • •••••••••• ' ••• ~. ;,:, f--L;';-• • ,• • • • • • • • • • • • • • •,BC<'•.,-•·• • •••<ii, S, ~ :~:;:~:~~;::· J;; .. :-:;:r,;;~•,_:_,•"·' ·~· . ----"!t£ z • -----~ --'v~ __J -----, • I ~ ~ LEGEND ID ~~~ cur~-~ V ''J :,.,/;:/.: <~/.;..:. 3 INLET PROTECTION CONSTRUCTION FENCE CUT LINE R/W ;L END CURB, GUTIER, SIDEWALK REMOVAL. BEGIN SAWCUT EASD.4ENT I I I I \ I I I I I _______ .1 FILL LINE SAWCUT PLANING BITUMINOUS PAVEt.lENT (2") REMOVE EXISTING PAVEMENT ~' 0 ,~-s;:----c-;;-i=;-s;:----sc~c---"'dL.c::_:;;--_ ___::_-.25+00=;.---+----------~oo-, ~ ".--+-----+ ----, ---+ ----1--+---U") '... -~' \ ·• ,· ' j(;- ·---.,.·-,;-')·,/'! ~ 0 LI) I n2,X2,) I -..:::I I N ~ ;::..:(61 ~ (-4\_. (17\-,. + EASEMENT Le~' 1,,' \;. £: ~ (53.4' RT) BEGIN SAWCUT s-""-·_c.,=--· 'if-,'·" tO N AP STA 25+44 (53.5', 64.2' RT) GENERAL NOTES: APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN ACTUAL CLEARING LO-~ITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING Llt.llTS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER. 2. TREES ANO THEIR ROOT STRUCTURES SHALL BE REt.lOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. ~ J. CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A t.llNIMUt.l 5 FOOT WIDE PEDESTRIAN PATHWAY AT ALL TIMES. SEE CONSTRUCTION SEQUENCING ANO PEDESTRIAN DETOUR Pl.ANS. CONSTRUCTION NOTES: 0 PROTECT EXISTING CURB AND GUTTER (OR CURB) r.;\ INSTALL STORM DRAIN INLET PROTECTION PER WSOQT STD \!.../ PLAN NO. 1-40.20-00 ,r;\ INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 'a 1-10.10-01 0 REMOVE EXISTING CURB AND GUTTER (OR CURB) ® RELOCATE EXISTING UTILITY POLE (BY PSE) © REMOVE EXISTING SIGN AND POST 0 REMOVE EXISTING SIGN @ RELOCATE EXISTING GUY WIRE (BY PSE) 0 RELOCATE EXISTING WATER VALVE @ REMOVE EXISTING TREE @ PROTECT EXISTING TREE, SEE DETAIL ON SP SHEETS. @ PROTECT EXISTING ELECTRICAL CABINET @ PROTECT EXISTING GUY WIRE ANCHOR ;:;;._ PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED \'...:/ ELECTRICAL HANDHOLE ANO CONDUIT @ RESET EXISTING t.lONUt.lENT, MONUMENT CASE AND COVER @ PROTECT EXISTING FIRE HYDRANT, SEE OR SHEETS @ REMOVE EXISTING PRIVATELY-OWNED SIGN. SEE SPECIAL PRO'V1SIONS FOR ADDITIONAL INFORMATION @ PROTECT EXISTING FENCE @ PROTECT AND MAINTAIN EXISTING LUMINAIRE @ REMOVE EXISTING PAVEMENT MARKING SYMBOL @ PROTECT EXISTING PAVEMENT MARKING SYMBOL ® ADJUST CATHODIC PROTECTION TEST BOX 7. SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS B SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS. VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED ANO REUSED TO RE-ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION SEE PLANTING PLANS, 11 MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE ANO PROTECT PLANT MATERIAL WHERE POSSIBLE. 13\l\<~01 "'"fc ~ ,> 1c1~ t:: 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS. {~ t~: (, ~-~ [-~-'i [,?;},?,?j REt.lOVE SIDEWALK. DRIVEWAY. CURB & GUTTER 1.·.·.·.j CLEARING ANO GRUBBING 90" SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615·990 505 5th Avenue S, Suite 300 Seattle, Washington 98104 ,--:-_j:~;:?02+< ------ ,o --'~ _-\\ -I \. ;;\ •.,, \, \_, REVISION I \ \\ BY I DATE I APPR M. t,ACIAS BEAN .........:: THOt,SEN p Dt: 80lOT 1'"=20" -=:.,iv-,,.,, ® ;R C!TYOF I --· "'"""""' RENTON '""'"""'°' --· Plonn.,ig/Bwlding/Pwblic W orks Dept. MAY I 4 ?015 ~()F l?LtJ;~ ~ P;_Ah!!\iilv ~ J."; \-'''·; (., -·········· 20 0 SCALE FEET 20 CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TO N 6TH STREET SITE PREPARATION PLAN •, ~i SP4 AI-ININININl~A I w > < z ~ ~ " SE 14 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 (002) V-a. VJ ~ ~~ '.i~ -===- '\-'- ~:;:::;:-;: \~, ,i -c__:c.CC_:_~C--'-'---~=~~ ~ = - ._,I '1' --.:.-.. :---~ -~ -, ' •sc--~ ~--· =· --~-,,-::--<.O 0... U1 c., ~ w w U1 ; ~t -e--'"' w;t=" ' ~ ' , .·. \. , · . __ f: .. -L ,"~~;;: ~:-:~~',/· .. ' . . ~ "~-~~-{? ·. "~1:l:I. , .. ];'!. ,, -~~£iW~~ ~--~~-~~ ~-.~- .r-. I.OGAN INE N c-. + :zl I ~-••+oo --'1.--rf:' -+ ~ g 28+oo ~ . --d/ C.O ---t--~ --1--+ --1----+-----+-----+-----I---"' ------ too ...-= ~ VJ w Z I ::J ----~ :r: ~ 1 -L. -.-.~.,,.,,....""..,,...~~ (2) (10 GENERAL NOTES: APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING Llf.ilTS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE Pu\NS. AFTER APPROVAL BY THE ENGINEER. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN "'" ------=:-:-_,---;, (2) \_ R/W (44.5° RT TO 47.50' BEGIN SAWCUT 7 SEE ILLUMINATION PlANS FOR All LUMINAIRE AND INTERCONNECT REMOVALS B SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. 9. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE IRRIGATION HEADS, VALVES, ANO ALL OTHER REu\TED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, -----= . :.0:: -, -~~ (2) AP STA 29+97 \ \ (47.5' RT TO 60.2' RT) ~ :::, I AP STA 30+14 (55.3' RT TO 59.3' RT) LEGEND (D INLET PROTECTION CONSTRUCTION FENCE ----CUT ----CUT LINE FILL LINE SAWCUT CONSTRUCTION NOTES· 0 PROTECT EXISTING CURS AND GUTTER (OR CURS) r:;'-._ INSTALL STOR~ DRAIN INLET PROTECTION PER WSOOT STD \::./ Pu\N NO. 1-40.20-00 r;\ INSTALL HIGH VISIBILITY FENCE PER WSDOT STD. Pu\N \:!../ 1-10.10-01 0 REMOVE EXISTING CURS ANO GUTTER (OR CURB) @ RELOCATE EXISTING UTILITY POLE (BY PSE) © REMOVE EXISTING SIGN ANO POST 0 REMOVE EXISTING SIGN © RELOCATE EXISTING GUY WIRE (BY PSE) © RELOCATE EXISTING WATER VALVE @ REMOVE EXISTING TREE @ PROTECT EXISTING TREE. SEE DETAIL ON SP SHEETS. @ PROTECT EXISTING ELECTRICAL CABINET @ PROTECT EXISTING GUY WIRE ANCHOR ;:;;\ PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED \!2/ ELECTRICAL HANDHOLE AND CONDUIT @ RESET EXISTING f.iONUMENT, MONU~ENT CASE AND COVER @ PROTECT EXISTING FIRE HYDRANT, SEE DR SHEETS r.:;-., REMOVE EXISTING PRIVATELY-OWNED SIGN. SEE SPECIAL \2.!../ PROVISIONS FOR ADDITIONAL INFORMATION @ PROTECT EXISTING FENCE @ PROTECT AND MAINTAIN EXISTING LUMINAIRE @ REMOVE EXISTING PAVEMENT MARKING SYMBOL @ PROTECT EXISTING PAVEMENT MARKING SYMBOL @ ADJUST CATHODIC PROTECTION TEST BOX 3. CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION ANO IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE Pu\NS 4. FOR SIGN RELOCATION, SEE CHANNELIZATION &: SIGNING PLAN 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE k~'<><'.'<<:j PLANING BITUMINOUS PAVEMENT (2") 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE PEDESTRIAN PATHWAY AT ALL TIMES. SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR All SIGNAL EQUIPMENT REMOVALS. 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-0515 11-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washin.2_ton 98104 ,o REVISION 1 ··=20· M. MACIAS J. BE/1.N BY I DATE I APPR _.:, THOMSEN I _,_ "'"'""""' '""'""""'" P. OE BOLDT --· REMOVE EXISTING PAVEMENT [,?;';:,;?d REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER ,,r· \"'-C ·- 1 ••••.•• J CLEARING AND GRUBBING -=-·.:::o.;.,-,, ... ® ~ CITY OF RENTON Planning/Buildirg/Publ,,: W k ar s Dept -- ',I'.·.·.·.-. 20 0 l:/i/1Y l 4 ~ii¥ ()f ~.-, .... ,.,· . .i;,·r;: t ... l_r-·,,\ll•' ,. SCALE 20 40 FEET CITY OF RENTON LOGAN AVENUE N 2G'i'3 1·-;1'',:"> .. N AIRPORT WAY TON 6TH STREET SITE PREPARATION PLAN --· SP5 AI-ININININIAIAI ~ z 8 a • " SE 14 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131(002 --_7-C -( ---=-c:----_-....:---·--1---=--\ __ --~ --=---=c ---=··---1[ --~,--,; ' ' ~::;, ! ( R/ • r lO ~' ' b 'I I / w ·!h -,.;,--,; .(_ r-- 11.. (/) (.!) ~ a w w (/) {I) ,-0 2 -LOGAN /WE N 2 ~L ! r-~~ 0 --... 31+oo 33+00 3*+(!0 ~ -;----------~~------a----1--~=i-----_ -----y----~ ,. __.r,;:;\ __/;;\ -~w L,D-29 05 r,. r,. <( . I- ::c ~ [,;' AP STA 30+96 (50.4' RT TO 51.4' RT) AP STA 30+66 (52.2' RT TO 53.2' RT) GENERAL NOTES: APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL RrnAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO REMAIN. t' :,.; 7 SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS. B. SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. RHolOVE IRRIGATION HEADS, VALVE:s, ANO ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGATION SYSTEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS. ' AP STA ·b.+26 (46.8' RT TO 61.0' RT) = -----------i (/) w z ::J + \,:);~~:_;, I 0 AP STA 34-1-19 (46.8' RT TO 60.5' RT) LEGEND m ~ R/W :::. INLET PROTECTION CONSTRUCTION FENCE ----CUT ----CUT LINE FILL LINE SAWCUT CONSTRUCTION NOTES: 0 PROTECT EXISTING CURB AND GUTTER (OR CURB) 0 0 INSTALL STORM DRAIN INLET PROTECTION PER WSDOT PLAN NO. 1-40.20-00 INSTALL HIGH VISIBILITY FENCE PER WSOOT STD. PLAN 1-10.10-01 © REMOVE EXISTING CURB ANO GUTTER (OR CURB) 0 RELOCATE EXISTING UTILITY POLE (BY PSE) © REMOVE EXISTING SIGN AND POST 0 REMOVE EXISTING SIGN © RELOCATE EXISTING GUY WIRE (BY PSE) © RELOCATE EXISTING WATER VALVE @ REMOVE EXISTING TREE @ PROTECT EXISTING TREE, SEE DETAIL ON SP SHEETS. @ PROTECT EXISTING ELECTRICAL CA81NCT @ PROTECT EXISTING GUY WIRE ANCHOR srn Q.. PROTECT EXISTING BILLBOARD FOUNDATIONS ANO ASSOCIATED '0 ELECTRICAL HANDHOLE AND CONDUIT @ RESET EXISTING MONUMENT, MONUMENT CASE AND COVER @ PROTECT EXISTING FIRE HYDRANT, SEE DR SHEETS @ REMOVE EXISTING PRIVATELY-OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION @ PROTECT EXISTING FENCE @ PROTECT AND MAINTAIN EXISTING LUMINAIRE @ REt,WVE EXISTING PAVEMENT MARKING SYMBOL @ PROTECT EXISTING PAVEMENT MARKING SYMBOL @ ADJUST CATHODIC PROTECTION TEST BOX 3. CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. t ,'/,\:\: ·.1 '. < >'. ;'_ <' PLANING BITUMINOUS PAVEMENT (2") ':~~. ~~ ;• 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS 6. SEE SIGN.AL PLANS FOR ALL SIGNAL EOUIPIAENT REMOVALS k{?~?J ''<CJ REMOVE EXISTING PAVEMENT MAY 1 4 2015 REMOVE SIDEWALK, DRIVEWAY, CURB &. GUTIER ,l 1 •••.••• j CLEARING AND GRUBBING cnv t)f /j i ·:..::, i\l 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990 505 5th A11enue S, Suite 300 Sea!lle, Washington 98104 NO REVISION BS -1"=20' M MACIAS J BEAN -·--I DATE I APPR _..:, THOMSEN ·--~""''""'""" P 0( BOLDT ...... ,_, ..,.,,g:~:::",~':/ .... ® ;R CITYOF RENTON Pla.-.ning/Build,ng/Publ·c W ' orks Dept c:,L./1f\J1\!i,\i~-; Ui'·/1.::;i:._· SCALE ·····-••••• 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TON 6TH STREET SITE PREPARATION PLAN SP6 AI-ININININIAIA: ~ < z 9 I a " " l ' SE J4 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 (002 CONSTRUCTION NOTES: G) PROTECT EXISTING CURB ANO GUTIER (OR CURB) r.::\ INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD \:J PLAN NO. 1-40.20-00 r;\ INSTALL HIGH VISIBILITY FENCE PER WSDOT STO. PLAN ~ 1-10.10-01. 0 REMOVE EXISTING CURB ANO GUTIER (OR CURB) 0 RELOCATE EXISTING UTIUT1' POLE (BY PSE) <D CL U) , L"' -·--•••~•c=csc-7 .o! · j LR/W ,. ~A + 7 / L_ ------------' -s _-.·~-c==- _ ....... ""rr~-..,...._--------:-.-_...i-----,,:, !. . . ' •. • ., i !','/ I J j ! ~ "" :, ---- Iii "'h --~ '~~~C~I2:~~~:::1C~-:-,:-~--•eS=-~,~~-c I\ z © REMOVE EXISTING SIGN AND POST 0 REMOVE EXISTING SIGN @ RELOCATE EXISTING GU'!" WIRE (BY PSE) 0 RELOCATE EXISTING WATER VALVE (.!) 3: Cl LL.I w c.n =~..;~.,~ . ..c,>-c,-~°"'''"ci-~---;;·-·~-'C:;.:.C:-~:~332.\\\ ' ' : /•.,+;}_~ (vi, ~ l~ >:'1~~:/;: STA J6+1D (27.0' RT) , ~%_:__~ ----1- ' 1 ! P' L-LINE 1 LOGAN AVE N ~ ~ --;;:+----+ -__, ----~---r-; ~ -=--+-= ----w s=i>w~ <( J,--rJ1;:-::-----,--- : ~, t~·-L-=- r 1..-1+00 ; '· ___ ::--4----c= -3-b'-'L -:-='c-t-= ----L.;__ +t~l'" ..••. -~•---:~+~ .~'.C-3"~•3' _c '~~• 39+00 1-'I T • V) ~ I ;_./1 s\ c;.::-~ 1 ,-s~T~A~3~6~+~1f0 ______ _ (29.3" RT) END PAVEMENT, CURB, & SIDEWALK REMOVAL GUTTER r-;, ~~;( '\ \' ··n-m----,;, -_ _;., . ,:., "D TT Jfa~--:r.:::'\ I '. ·,;;-_ I (· --~- ' ' ;~-1:~$ !_ c, "' b ee;, ... _ ~1· 1· !..... 'f. '• r~r ~-J="--~--.3=·;;:::::=~:--~--::.~~~=-=- ---=- ! I I\\ >\r I',, :1,.·.~-0:"-~; iJ'. ',I ;:i;c • , I' -' ~>--·/ _1 ,!-~H ,Z ' j, '1] !' 'J-" " T // I /' R/W ' 1 I ( EASEMENT --~-,j-' GENERAL NOTES: APPROXIMATE CLEARING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR ANO APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL BY THE ENGINEER 2. TREES ANO THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT OESTRUCTIVf TO THE ITEMS THAT ARE TO REMAIN. 3. CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION ANO IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. 4. FOR SIGN RELOCATION. SEE CHANNELIZATION &: SIGNING PLAN 5 THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE PEDESTRIAN PATHWAY AT ALL TIMES. SEE CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PLANS. 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION Perteet ,I I I I I I i I I I SEE ILLUMINATION PLANS FOR ALL LUMINAIRE AND INTERCONNECT REMOVALS. 8 SEE DRAINAGE PLANS FOR ALL DRAINAGE RELATED REMOVALS. SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10. REMOVE: IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGATION S'l"STEM DISTURBED DURING CONSTRUCTION. SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE LEGEND m ----CUT---- t'Z;,';>:j [-?:c:.?-?j I, ... , .. J ·-,··=20· M. MACIAS -=-.:4.:,_,"', .. , BEAN 9' °"'IHCH -+- -~~2 INLET PROTECTION CONSTRUCTION FENCE CUT LINE FILL LINE SAWCUT @> @ @ @ @ @ @ @ @ @ @ @ @ REMOVE EXISTING TREE PROTECT EXISTING TREE, SEE DETAIL ON SP SHEETS. PROTECT EXISTING ELECTRICAL CABINET PROTECT EXISTING GUY WIRE ANCHOR PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE ANO CONDUIT RESET EXISTING MONUMENT, MONUMENT CASE AND COVER PROTECT EXISTING FIRE HYDRANT, SEE DR SHEETS REMOVE EXISTING PRIVATELY-OWNED SIGN. SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION PROTECT EXISTING FENCE PROTECT ANO MAINTAIN EXISTING LUMINAIRE REMOVE EXISTING PAVEMENT MARKING SYMBOL PROTECT EXISTING PAVEMENT MARKING SYMBOL ADJUST CATHODIC PROTECTION TEST BOX PLANING BITUMINOUS PAVEMENT (2"') REMOVE EXISTING PAVEMENT ,· -. r· ·<r REMOVE SIDEWALK, DRIVEWAY. CURB &: GUTIER MAY 1 4 ?015 CLEARING AND GRUBBING CITY OF RENTON (:nv ,.,. ..... •.•, 20 D SCALE FEET 20 CITY OF RENTON LOGAN AVENUE N ,J~_/• r,_I,\!; ·. I'. 40 N AIRPORT WAY TON 6TH STREET CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ 206-436-0515 11-800-615-9901 505 5th Avenue S, Suite 300 Seattle. Washin1ton 98104 IHOMSH, I "'UU.>C"-' I ''""'"'""" ® Plann,ng/Build,,,g/Pvblic W ocks Dept SITE PREPARATION PLAN ,o " I DATE I APPR -p OE BOLDT __ , REVISION SP7 AI-ININININIAIAI w , < z " ~ 0 • C NE '!4 SEC 18, T 23 N, R 5 E, W.M. I V ~I/ (/) ~, \._ -I STA 102+55 -----, (11.27" RT, 17.15' ,/--~ ' 0 w w (/) I ~/ I I I I I I I I I I I ~ ~ " 1,, t I ',' ' If: I I I I I I I I I I I I I I I I FEDERAL AID NO. STPUL-1131 (002 CONSTRUCTION NOTES: 0 PROTECT EXISTING CURB ANO GUTTER (OR CURB} ~ INSTALL STORl.t DRAIN INLET PROTECTION PER WSOOT STD ~ PLAN NO. 1--40.20-00 r;\ INSTALL HIGH VISIBILITY FENCE PER WSOOT STO. PL.AN \::_/ 1-10.10-01 © REf.llOVE EXISTING CURB AND GUTTER (OR CURB) 0 RELOCATE EXISTING UTILITY POLE (BY PSE) © REMOVE EXISTING SIGN AND POST 0 REMOVE EXISTING SIGN © RELOCATE EXISTING GUY WIRE (BY PSE) © RELOCATE EXISTING WATER VALVE REMOVE EXISTING TREE PROTECT EXISTING TREE, SEE DETAIL ON SP SHEETS PROTECT EXISTING ELECTRICAL CABINET PROTECT EXISTING GUY WIRE ANCHOR PROTECT EXISTING BILLBOARD FOUNDATIONS AND ASSOCIATED ELECTRICAL HANDHOLE AND CONDUIT I ,,,, ---:........_--J jj/ i :' i <"';;'f~ I I I @ @ @ @ @ @ @ @ @ @ @ @ @ RESET EXISTING MONUMENT, MONUMENT CASE AND COVER PROTECT EXISTING FIRE HYDRANT. SEE DR SHEETS REMOVE EXISTING PRIVATELY-OWNED SIGN, SEE SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION I ~'l f: ;',/ I PROTECT EXISTING FENCE PROTECT ANO MAINTAIN EXISTING LUMINAIRE REMOVE EXISTING PAVE:MENT MARKING SYf.llBOL PROTECT EXISTING PAVEMENT MARKING SYMBOL ADJUST CATHODIC PROTECTION TEST BOX -------------,,,, ---'·, .. 7) --, ----=-,,,, ' ____ \_ R/W ---/ i ---/~ ,) ·r- GENERAL NOTES: 1. APPROXIMATE CLEARING LIMITS ARE SHOWN ON TH£ PLAN. ACTUAL CLEARING LIMITS SHALL BE STAKED BY THE CONTRACTOR ANO APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING LIMITS SHALL REMAIN OR BE REMOVED OR RELOCATED PER THE PLANS, AFTER APPROVAL SY THE ENGINEER. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE ITEMS THAT ARE TO RD.4AIN .3. CATCH 6ASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME Of INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. 4. FOR SIGN RELOCATION, SEE CHANNELIZATION & SIGNING PLAN 5. THE CONTRACTOR SHALL KEEP A MINll,M,t 5 FOOT WIDE PEDESTRIAN PATHWAY AT ALL TIMES, SEE CONSTRUCTION SEQUENCING ANO PEDESTRIAN DETOUR PL.ANS 6. SEE SIGNAL PLANS FOR ALL SIGNAL EQUIPMENT REMOVALS go,; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION Perteet SEE ILLUMINATION PLANS FOR All LUMINAIRE ANO INTERCONNECT REMOVALS 8 SEE DRAINAGE PL.ANS FOR ALL DRAINAGE RELATED REMOVALS 9 SAWCUT LINES FOR UNDERGROUND UTILITIES ARE NOT SHOWN. 10 REMOVE IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. ALL SALVAGED EQUIPMENT SHALL BE STORED AND REUSED TO RE-ESTABLISHED IRRIGATION SYSTE!ot DISTURBED DURING CONSTRUCTION SEE PLANTING PLANS, 11. MINIMIZE GRADING DISTANCES BEHIND NEW SIDEWALK. PRESERVE AND PROTECT PLANT MATERIAL WHERE POSSIBLE. 1 I I I I I '- ¥ "--- ;_;'_ ,_ ! __ --,, ', __ '-o··_ ._, -_,' ' ' --------- ---', "'--_' . ·~ " ,---", ' ',i _,""--' ~~\ ' ,, ___ ___ ' ,. /, ', . " ~J r--.. ~ ~ LEGEND (D INLET PROTECTION CONSTRUCTION FENCE ---CUT ---CUT LINE FILL LINE SAWCUT v,:V<<j '/. >. '>"y', PLANING BITUMINOUS PAVD.IENT (2") REMOVE EXISTING PAVEMENT 1"'(.' i-~: MAY I 4 ZG15 I I f,:;;;:,:?d 1.·.· .·.j REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING ANO GRUBBING M. W.CIAS 1"=20' -~:.~"tt, .. , "~ !R CITYOF ~ .. I RENTON H. SCALE ·····--20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TO 6TH STREET '\.~ :1· CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES uNDERGROUND LOCATION CENTER ~ 206-436-0515 I 1·800-615-990 505 5th Avenue S, Suite 300 Seattle, Washington 98104 NO. REVIS•ON " I DATE I APPR I ~ THOM5EN P DE 80lDT ~ .,':'':..-1 '"'"""""' --· Plonning/Building/P,;bl' W ,c: arks Dept SITE PREPARATION PLAN SP8 AI-ININININIAIA l w ~ s 6 " " \ \ \_( ' ', \ \ t I '~ \~ ,O !' \~ '::Ii: \'* ' NE 14 SEC 18, T 23 N, R 5 E, W.M. ·,,, ',, / 'j/ '~ / / j ', / RIGHT-OF-WAY / // ',, II ', / / l' ',, / 7 / ---------/ /I/' -----............... / ,IC// :-;,_.._..;;:-,,.d-,:-:-:_c#y // -, ) '., r.- N a_ a_ C) 3:: a \ ' RIGHT-OF-WAY\ :\1 ' . ·~~ ,'j, _.r .:A' : ~""" --;; I < ;------,: ' { LOGi>J'l /l,.\/E S --------;:---·--- \ ' I -------~ ::::::::::::::::"""'" .,,,_, ____ [::~----~ // R/W ALIGNMENT -------__ ---.~(g·--------/ -------/~---s ~ ; w w (f) 0 l{) + r') ~ i=o (f) 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ ,- 50 40 30 10+00 Perteet 206-436-051511-800-615-9901 505 5th Avenue S. Suite 300 Seattle. Washin.2_ton 98104 ;;;: ,- ",':::_:.._ .,.::_t::_~.;,. .. 'C.• ~# oq<t.t- ~ 11+00 NO REVISION . ~"-· / ----/~ ~~ ~ 1·/ 12+00 B> DATE EXISTING PROFILE APPR -Id t.lACIAS J. BEA" J. THOMSEN P. DE 60LD' I "=20' .,...,.._, ~""'-- 13+00 ,,..,.,,.,,...., ... """"""'"-"""'""'I' ... ® !R w z :J I ~ ::!' 50 40 3_9 CITY OF RENTON Plonn,ng/Bu,•d;ng/Pub11c Works Dept FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES 0 0 0 0 ® © 0 © 0 CONSTRUCT CBAENT CONCRETE TRAFFIC CURS AND GUTIER PER CITY OF RENTON. STD. PLAN 101 ANO 103 AND WSDOT STD. PLAN F-10.12-03. CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN F"007 CONSTRUCT CEMENT CONCRETE DRIV£WAY ENTRANCE TYPE C2B PER CITY OF RENTON STO. PLAN 1 04 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STO. PL.AN 101 CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL ON MD SHEETS CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MO SHEETS. CONSTRUCT CURB RAAIP TYPE A PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. ~ PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED ~ CONDUIT MAINTAIN POWER DURING CONSTRUCTION. @ PROTECT EXISTING CURB. @ ADJUST EXISTING MH. CB . @ ADJUST EXISTING FIRE HYDRANT. e @ @ ® @ @ PROTECT EXISTING GUY WIRE ANCHOR. PROTECT EXISTING r.lH, CB. BRIDGE JOINT. CONSTRUCT RR-1 0 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101 INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET 0-111. KING COUNTY f.lETRO TO INSTALL RAPIDRIDE RR-126 SHELTER UPON COMPLETION OF FOOTING. KING COUNTY METRO TO INSTALL 4" BENCH ANO LITTER RECEPTACLE UPON COMPLETION OF ADJACENT CEMENT CONCRETE SIDEWALK. CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. @ ADJUST EXISTING CATHODIC PROTECTION MH GENERAL NOTES ~ REFERS TO CURB RETURN DATA ON SHEET CR1 2. SEE PLANTING PLAN fOR LANDSCAPING IN THE PL.ANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK. J. SEE DWP SHEETS FOR DRIVEWAY PROFILES. LEGEND W%) l:X?X<I I I PAVING LIMITS PLANING BITl!.IINOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2' PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC J" HMA CL J/a" PG 64-22 OVER 4' CSTC SIDEWALK ·-"':, .. ~. l.1 r-, ' ~-- LANDSCAPE -Fll.L -FILL LINE MAY I 4 ?C15 -t:UT-CUT LINE ~T'/ ... • ;#; i\r,J·· SCALE }t····-·-·· I o 17+00 FEET ,o 40 CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE PP1 AI-ININININIAIA ! ' ~ z B a [ «-/ I 1! , !iJ j_ (j f --------- BEGIN CURB & GUTTER .s MATCH EX BRIDGE CONC. BARRIER i 50 40 ', ' ;.: ----=~ CENTERLINE FLOW LINE (RIGHT SIDE) 30 14+00 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION ,. 16 0 o· ~* + .~ -~ ~~ ~w ]8.66 37.80 CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ NE 14 SEC 18, T 23 N, R 5 E, BEGIN CURB & GUTIER MATCH EXISTING -re---- /{.-, . , . :!' ··if RIGHT-OF-WAY·-_,_ ................. + _,_ .. >-,.'" + _,_ ... ++ _£'-'---..:----c.------...::..:.:..-.:.::.._':..-.. ~~:l.c.~::.:.~-------------~, MATCH EXISTING BEGIN CURB &: GUTTER_L L-LINE ___ _hQGAN_ AVl;_N. __ =~' -~--•?---1=----.. _----_-::=_ ------I'--------------\_ \ STA 16±36 /28' II} , -non ,.., ,e,n •· .-,, ,TT,..., AP. STA 15+00.4J 152.22 RTI R/W ALIGNMENT A.P. STA 16+22.89 140.00 RT' ·.~ --~-~--.. ' --' ' ± ....::..,___-~~'!', ... -~-~ ... : ,.~--:~ .. --L..-/"~ .. ~; ... ~-~ .. .!... .±_ .... ----., ... .. ..... _ .................. ~ .-1-...... ~... .. ~ -.. .. ..... ;_\~,; .. ..... • ·4 .• _.,-::,-:;,-. ,n ---~ l ________ _ ,.,;:,. ,. ~-~ "-·--..-;.""·.r:~~;-;--~... .. .... -... .,. /" .. It,\ .............. ~ ... ~~ ... 7 .. '>'·_,_ '\. "\,_\ ... ~\, PT STA 16+95 4J.5' LT. 55.5 IT "l Q_ Q_ ~ 0 ~ ~ VJ w z ::J I ~ R,G<HF-WAY l : ---;,~ ~-1-~~c'-~-..t: ,,it --.,. --~,,/ ,·, '· • -' --C' • ~""··~-""i --.,, ---.=-'!~~{ /, 38.15 37.29 37:64 36.79 37.12 36.28 15+00 * SEE SHEET CR 1 FOR FLOW LINE ELEVATIONS. Perteet 206-436-051511-800-615-990• 505 5th Avenue S, Suite 300 Seattle. Washington 98104 2.05% ~ 36.61 35,78 NO 36.10 35.27 35,59 34,76 ·~1:ll +.; ~" ~Ii 35.07 34,26 16+00 REVISION 34.58 * 8' PVI STA· 16+54.02 P\ll ELfl/: 33.95 K 72.16 LVC: 100.00 34.18 * I DATE I APPR 33.87 33.05 -Id. ldACIA5 ',= -,= J THQ1,1SEN -· P OE BOLOT ·~1N. 0~ +a NS "I" \,l\,l PROPOSED PROFILE ------~ EXISTING PROFILE 33.65 32.79 17+00 1'"=20" I -·· .,...._,_,.,.., ~""'""' ''°' ""'-'"'""'°"'°'-' I 33,48 * 33.31 * ~~...,--,..,;.-, .. , ~ _D.67~ 33. 14 * ~ 50 40 30 CITY OF RENTON Plonning/Buih;l,ng/Publi W c orks Dept FEDERAL AID NO. STPUL-1131(002) CONSTRUCTION NOTES 0 ·'"'""""' --,._u,~~•nu,._, '-'"-MENT CONCRETE TRAFFIC CURB ANO GUTTER PER CITY OF RENTON sm. PlAN 101 ANO 103 AND WSDOT STD. PLAN F-10 12-03. 0 0 0 0 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD . PLAN F007. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STD. PLAN 1 04 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STO. PLAN 101. CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL ON MO SHEETS © CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MO SHEETS 0 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS © CONSTRUCT CURB RAMP TYPE 8 PER DETAIL ON MD SHEETS ® CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS @ @ PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION PROTECT EXISTING CURB. @ ADJUST EXISTING MH. CS @ ADJUST EXISTING FIRE HYDRANT. @ PROTECT EXISTING GUY WIRE ANCHOR. @ PROTECT EXISTING MH. CS BRIDGE JOINT. @ @ CONSTRUCT RR-10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET 0-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET 0-111. KING COUNTY METRO TO INSTALL RAPIDRIDE RR-126 SHELTER UPON COMPLETION OF FOOTING ~ KING COUNTY METRO TO INSTALL 4" BENCH AND LITIER RECEPTACLE \'5' UPON COMPLETION OF ADJACENT CEMENT CONCRETE SIDEWALK. @ @ CONSTRUCT HOT MIX ASPHALT EXTRUDED CURS TYPE S PER WSOOT STD. PLAN F-10.42-00. ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES 1. ~ REFERS TO CURB RETURN DATA ON SHEET CR1. 2 SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK J SEE DWP SHEETS FOR DRIVEWAY PROFILE'S. LEGEND ™'1 NX2XJ r I PAVING LIMITS PLANING BITIMINOUS PAVEMENT, r OR TO BASE (WHICHEVER IS LESS). OVERLAY WITH 2" HMA CL 1/2" PG 64-22 4-"" HMA CL 1/2"' PC 64-22 OVER 4-" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4"" CSTC SIDEWALK f + I LANDSCAPE r~, r~· .,· !"( C \ ,.., I -F"ILL- ~cur~ FILL LINE cur~AYJ SCALE C!TI ·····-l\1')\'' 20 ••••• -a;, 0 20 40 FEET CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE 4 2015 PP2 AI-ININININIAIA 1 w , < z 8 3 ~ " ! N CL CL <!) ~ Cl LaJ LaJ (/) I[) " + " ~ ~ (/) I I I I -, I I I I I I -+------,------- I I I I I I ' -', .,' '<\,,,. ,, ·,. ,)·;>....__ /, -. ', 50 40 NE 14 SEC 18, T 23 N, R 5 E, W.M. ---~""l -_LRIGHT-OF-WAY y~~---,,,-Tt--;,--'---~----::-1 ,_ --, , EASEMENT . j__ ____ ' ----------.... CL CL ,, --=, I :\\'.; • .-' •••----• --C~J ~\,, ~ END CURB & GUffiR-I \ r L-LINE w / LaJ ~-MATCH EXISTING----~-~---LOGAN AVE N -----/_ @/ (/) 8----------,-------------------------------_ ----------------- 1 R/W AUGNMENT T -~ ----------------4~ '"'j .... _ .. " ± . . . .... ,;, .. -,.----.. -..---- SEE SHEET MD2 FOR CURB RAMP AND ISLAND DETAIL 2 N N .. _, ... ,, ... ' ..,. .. .. ... <( ... -:,;---' .. _.-.,.. ....... <{-!,_,:,., •+ .... _.-.... ,, ..... e ... _.,.,,. .... , 1"--f! .,,. ... , -\' '<_,,, • ,-_; • .. .. .. .. .. .. .. .. .. ,_ .............................. ..,. ........ ,,.L ..................... (/) •·--,•¥ _.,.·----it· a•, •. • ,. LaJ --z . I~ -\---u \_ RIGST-DF-WM ';;;: 12) :::;; 8 ~ g 2 ~ + N ~ r PROPOSED N n I 1· PROFILE_ •' ~ G:J ui LiJ 0.67% -------~---------l --------------------------- 30 CENTERLINE I 33_ 14 FLOW LINE * (RIGHT SIDE) 32.98 * 32.81 * 32.74 * 32.67 32.37 EXISTING PROfll£ 32,60 32.24 32.53 32. 12 32,46 .32,39 32.32 32.25 32.18 32.11 32.03 31,99 31.96 31,99 31.87 31,75 31.62 31.50 31.37 31.25 31.37 31,50 0.15~-- 31.92 31.88 31.62 31.75 ~----j---~---~---~----+---~---~---~---+----~---~---~---+----L_ ___ L_ __ __, ___ -j 50 40 FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES (i) 0 0 0 0 © 0 © © @> CONSTRUCT CDAENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON. STD PLAN 101 AND 103 AND WSDOT STD. PLAN F-10.12-03 . CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN F007 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STD. PLAN 104 CONSTRUCT CEMENT CONCRETE TRAFFIC CURS PER CITY OF RENTON STD PLAN 101. CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL ON MD SHEETS CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MD SHEETS CONSTRUCT CURS RAMP TYPE A PER DETAIL ON MD SHEETS CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT MAINTAIN POWER DURING CONSTRUCTION @ PROTECT EXISTING CURS. @ ADJUST EXISTING MH, CB @ ADJUST EXISTING FIRE HYDRANT @ PROTECT EXISTING GUY WIRE ANCHOR. @ PROTECT EXISTING MH, CB. @ @ @ @ BRIDGE JOINT CONSTRUCT RR-10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET 0-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET 0-1 I 1 KING COUNTY METRO TO INSTALL RAPIORIDE RR-126 SHELTER UPON COMPLETION OF FOOTING KING COUNTY METRO TO INSTALL 4" BENCH ANO LITTER RECEPTACLE UPON COMPLETION OF ADJACENT CEMENT CONCRETE SIDEWALK CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSOOT STD. PLAN F-10.42-00 @ ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES ~ REFERS TO CURS RETURN DATA ON SHEET CRI SEE PL.ANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISL.ANOS AND BEHIND SIDEWALK J SEE DWP SHEETS FOR ORIVEWAY PROFILES LEGEND ~ l:XX&<J PAVING LIMITS PLANING 81TIMINOUS PAVEMENT, 2"' OR TO 8ASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA Cl 1/2'" PG 64-22 4" HMA CL 1 /2" PG 64-22 OVER 4" CSTC 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC SIDEWALK <F.· 30 f' •'•'·I LANDSCAPE MIW l 4 2015 -FILL- -CUT- nLLLINE~ CUT LINE --,·1 ~(--_:~_)'{ , ,·\. ?_1>.1,_l,•0 '" •I SCAL~ 18+00 19+00 20+00 21+00 22+00 ,.,. ....... .. 90% SUBMITTAL CHECK PRINT .t SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. NOT FOR CONSTRUCTION CALL 1 BUSINESS DAYS BEFORE YOU DIG ~ ~~~o~~~!-615-990 ~ ~AC1AS 800 424-5555 -J. BEAA UTILITIES UNDERGROUND LOCATION CENTER 505 51h Avenue S, Suite 300 J. THOMSE-. Seattle. Washington 98104 NO REVISION " DATE APPR -P. DE BOlDT -=:.~,,. ... , ;R CITY OF 1"=20' ® RENTON --I ., 'W. _. P1ar,nir,g/Bu,ld,ng/Publ1c Works Dept ..... _..,. 20 0 20 FEET CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE 40 PP3 AI-ININININIAIAI l ' NE 14 SEC 18, T 23 N, R 5 E, W.M. I n c.. c.. (!I s: :t1: 0 ~ ,- w .:.~-J--~ ~ w ~-LT RT Cf) Ii) ~ T g ....................... ---..---~,,....i:....,....;:.........--i:.~_.__-____ + ~:_..______.!_ .. .. .. .. .. "-~:~-~ N N ~ Cf) .. ,_.-... • ' !z! I • • • -·'!tr '\I ....J I u ~ ::::;; 50 40 30 CENTERLINE 131.88 FLOW LINE 31.75 R,GH;-OF-WA' 7 0. 1 s,; ~ 31.84 ]1.81 ]t .62 31.50 g ~ ' ' ' + " N~ N < " ' " ~ w ]T.77 31.]7 ]1,81 31,25 _o 1~ 31.85 31,88 ]1.13 • SE 14 SEC 7, T 23 N, R 5 E, W.M. _!:: ____________________ R,GHT-OF-WA> J---------------------------------------------------· __ J_ __ _=-_c.. LO c.. c.. (!I s: 0 ' :q-·· ~'O' ' -i. 6 ,v-I [ L-UNE / ~ @I @I .. ... .. .. ... ... .. ... .. ... ... t~-_-.;~-.. ~-.,,..-:,-.. ...i...,;-4.. ------------------ -==±:::.--+--o------· -~ ~I~ + " ~ ~ : II ' " ~ w 31,92 • N STA 24+00 31.85 • 52.80 RT PROf>OS!O- PROFILE ~ EXISTING PROFILE 31.78 * -'<.·/ , ... ~,"'~..,. ~'l' :.;;: . - 4 2 RIGHT-Of-WAY 0.29'1: 31.70 31.6] 31.56 31.49 * 31.29 31.42 31 .54 'f o" ' JA.__2_5± (SJ.5' RT, 64.2' RT) MATCH EXISTING RT) 31.41 31,34 31167 31.80 ---------- ;L;_...2..5._t_ (47.5 RT) END CURB MATCH EXISTING .. r :i, .. .. ,. 4 ... _ .. _" ... _ ....... w w Cf) LO N + <O N ~ w z :::J -~=--t---=-~. -. 11 I t) ~ ::::;; (54.0' RT) MATCH EXISTING 50 40 30 31.27 31.20 31.92 31.92 (RIGHT SIDE) +-----+----t-----tt-----t----+----+----+----+----+----+---+----+----+----t----t----t-----1 22+00 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ 23+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS Perteet 206--436-0515 I 1-800-615-990 505 5th Avenue S. Suite 300 Seattle. Washington 98104 "° 24+00 25+00 REVISION " I DATE I APPR 26+00 M. MACIAS 1 ·=20· -~~~ ... J, BEAN ® !R CITY OF J THOMSEN --RENTON Al""-KI<..[ ~--- p DE BOLDT oc,,.,,,:c~·-· Plann,ng/Build,ng/PvbhG W k or s Dept FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON. STD. PLAN 101 AND 1 03 ANO WSDOT STD. PLAN F-10.12-03 0 0 0 © ® © 0 © 0 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD Pl.M F007. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STD. PLAN 104. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STO. PLAN 101 CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL ON MD SHEETS CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MO SHEETS. CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MO SHEETS CONSTRUCT CURB RAMP TYPE 8 PER DETAIL ON MD SHEETS CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS r.;::.., PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED \:.:::I CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. @ PROTECT EXISTING CURB @ AD.JUST EXISTING MH, CB @ ADJUST EXISTING FIRE HYDRANT. @ PROTECT EXISTING GUY WIRE ANCHOR @ PROTECT EXISTING MH, CB @ BRIDGE JOINT. ® CONSTRUCT RR-10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101. INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. KING COUNTY METRO TO INSTALL RAPIDRIDE RR-126 SHELTER UPON COMPLETION OF FOOTING. @ KING COUNTY METRO TO INSTALL 4' BENCH AND UTTER RECEPTACLE UPON COMPLETION OF ADJACENT CEMENT CONCRETE SIDEWALK. @ CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE S PER WSDOT STD. PLAN F-10.42-00. @ ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES @@ REFERS TO CURB RETURN DATA ON SHEET CR1. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP. TRAFFIC ISLANDS AND BEHIND SIDEWALK 3. SEE DWP SHEETS FOR DRIVEWAY PROFILES LEGEND = PAVING LIMITS ®%@j RXXX&I PLANING 8ITIMINOUS PAVEMENT, 2H OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2"' HMA CL 1/2" PG 64-22 4"' Hf.IA CL 1 /2'" PG 64-22 OVER 4" CSTC (.-· : ·J J"' Hf.IA CL J/a" PG 64-22 ovrn -+''-~~e . '( '. SIDEWALK LANDSCAPE M/\Y l 4 ZOi5 -FlLL- -=- FILL LINE i · i -~, CUT LINE ~~c:,,:.: ~ ~' SCALE 20 FEET CITY OF RENTON LOGAN AVENUE NORTH 40 N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE '·; 1,,;, PP4 AI-ININININIAIA i B ~ C SE J4 SEC 7, T 23 N, R 5 E, W.M. \ • . . .L :1-~~~"-~~csccccccccc==-: __ :~cc~cc:cc~---~' _ .•.•• •. _ .•·_ · .. _ ··c ........ ~:. ______ ._f_:,::T:::~~:=c=---"""0 ___ , ___ _ af .,, ... ~. . ,. '.· . .. . ·-b/ ~ --" ""· . -' -· ~·· .. --='® I{)~ L-L>NE l ~ ~ "I ~ --·-_-·-·-=-:_-=:_-=-:_-=-:_-=-:_=:_ _____ ·---------. LOGAN AVE N ·-·-· ""}-.,;_ _:•,; ' ----------r-:-:-___ .,,..,,..--~~-----------__;_-"----- ·:~-.: -,, --.,., . ...;~-- ·~~ ;;;/·' ·-=+---· .. -."' -_s.-·--·-- --· ~ ~ () :::c C z fT1 ~ .-----=--------------- ~ //) l,J z ::; " <.,I 0 + (.Jl 0 --. --. --. --.'\_.R/W AUGN.ENT-. --• --~ + + + + "' $_ " + ~--+ . . $ J: • :. , ... ____ ...,,._,.,t. ... _..t + + :i! +_;:-:.-+ .... ,. , .... + • ,., .• -~ ""' --~ ~7+~,,.;.~ ... ,_,~,.;.+~: . ..._+.J:;.~~;:_.,.~_:: +_~ _ _:·:._~_;±:+·~ + ~$ ·+ , _. + + I + ·+ ; :.--+ .-+,. 4 + '+ + ¥ -~~:. ":. +•~-+ $ ~ ~ + ,.-~ ,;,,,~ t,+ ~ -;..<~-+.,'._:.1!: +: ~-+-, +>:~;:~~-+,,:-.:f.+: +.., +.-t ~~-~g*~ :~:~~-~ +_ +:t7·-+-:·.,,: ~•I (/) fT1 fT1 ""-~.:..-.,_,.c•c·_·~-·+-·---.,--c-._""'r ... -·r-;:'t-;-·-+~~ t-.:"': ......... ·:.-· ~_...-T ... ~ -, -..... ~ .... :r: 2 ~ ' ' . ' ------.------, _________ z _____ :_~~=-.,-----7-----~------~--~~-~~~:-,~. ::-~~-; @I ..... RIGHT-OF-WAY 50 40 g gl" + • w . N - < 7 a " ~ w "'''-'"' CURB BEGIN 4" HMA MATCH EXISTING 30 ~ CENTERLINE I 31.20 FLOW LINE 31 92 (RIGHT SIDE) 90% SUBMITTAL CHECK PRINT 31.13 31-91 NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 31.13 31.91 31.13 31.91 31,13 32.09 J1;1J 32.16 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. ~ Perteet 206--436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 31.14 32.06 NO. 31.14 32,02 31,14 32,02 {:;. &'0iWi i«;) ---------------------- 31 14 32 05 31.14 32.13 ' ' ' Ct&Q itD9i$S -------------- 4 ~1· ~ : ~ a < ' ~ C: 31.14 32.04 31.06 31.90 M. MACIAS J. 8€AN 'J Tl-l0M5£N J' REVISION 8' I DATE I APPR p C)£ BOLOT 0.31'.!'.: 30.99 31.80 1 "=20' I ---"'""'""'' ""'"""""" ""'-'''"'""""""-' EXISTING PROFILE i 30.91 30.83 31.71 31,63 ..,...~:.= ... I "> I I I l""rlUt'u::iED PROFILE 30,75 31,60 0 :,: G) -0 ·1-U \ O> I 50 40 I ····-,30 30.67 31.41 ;R CITY OF RENTON ® Planning/Build,ng/Putil" W ,c ock,;; D~pt FEDERAL AID NO. STPUL-1131(002) CONSTRUCTION NOTES 0 ""-'""" --"'-'"->' ",.,'-'' ... c:.MENT CONCRETE TRAFFIC CURB AND GUn[R PER CITY OF RENTON STD. PLAN 101 AND 103 AND WSDOT STD. PLAN F-10 12-03 0 0 © © CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTOl'l STD PLAN F007. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STO. PLAN 104 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101. CONSTRUCT PEDESTRIAN REFUGE ISL.ANO PER DETAIL ON MD SHEETS © CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MD SHEETS. 0 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. 0 CONSTRUCT CURB RAMP TYPE 8 PER DETAIL ON MD SHEETS © CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS @ PROTECT EXISTING LUMINAIRE, JUNCTION SOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION @ PROTECT EXISTING CURS. @ ADJUST EXISTING MH. C8 @ ADJUST EXISTING FIRE HYDRANT. @ PROTECT EXISTING GUY WIRE ANCHOR @ PROTECT EXISTING MH. CB @ @ @ @ BRIDGE JOINT. CONSTRUCT RR-10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET 0-101. INCLUDE GROUND1NG FOR SOL.AR LIGHTING PER DETAIL SHEET D-111. KING COUNTY METRO TO INSTALL RAPIDRIDE RR-126 SHELTER UPON COMPLETION OF FOOTING. KING COUNTY METRO TO INSTALL 4' BENCH ANO LITTER RECEPTACLE UPON COMPLET1DN OF ADJACENT CEMENT CONCRETE SIDEWALK CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSOOT STD. PLAN F-10.42-00. @ ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES ~ REFERS TO CURS RETURN DATA ON SHEET CRl. SEE PL.ANTING PL.AN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND BEHIND SIDEWALK 3 SEE DWP SHEETS FOR DRIVEWAY PROFILES LEGEND m::J IX22XJ PAVING LIMITS PLANING 81T1M1NOUS PAVEMENT, 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" H'-IA CL 1/2" PG 64-22 4"" HMA CL 1/2" PG 64-22 OVER 4~ CSTC ! · .. J J" HMA CL J/a" PG 64-22 ovrn 4~ csrc I SIDEWALK ';'(l f • I LANDSCAPE M/\Y 1 4 /1)\5 -FILL -Fill LINE -CUT-CUT LINE r ..iJlC a SCALE ,,,. ... ·.···· 20 D 20 FEET CITY OF RENTON LOGAN AVENUE NORTH c~·/. 40 N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE ""'""'""" PP5 AI-ININININIAIA w ~ > < z a_ ~ 0 " " SE 34 SEC 7, T 23 N, R 5 E, W.M. l[J CL CL -----------------.-----------------------,---:~ :::~--0~:·~_j ___ ~=~-',_-----------------------,------,----' '; -------------~----,----------_._. -·---------.,-,---,--...--;:-' r-- CL CL (!) 3: '.'l-',;-' Y, .,_' ~):... 0 w w en ci l[J + ----------------------r R/W .c,GN•ENT -~-. ~c ____ _L__ .. ·"® ----- .,. 7:-~-- @/ 0 ,.,., L?GA~~~__!i---------,---- --------\_L-LINE ---------------------------------------- ~ en w z ::::; t' 6 I ~ + "t + •\' 50 40 +·,;'--.,._t_.+·~-... 1-.,..':_~_'' . .;.-~s.·t.':1C:..:.-__ + ... -...... + + + +-+ + + ·+ ...... , .+ ... ,;,:":,._ _..1:_>\. :,c;;_ v·· ... 19 PROPOSED RIGHT-OF-WAY 30 ----0.JlS PROPOSEO --------PROFILE EXISTING -·+"!'"··+ +·c·c.;;-·f .-.,... +··+·f···++ + -...-...,_ ,4- ") 0 0 . " -. + m ~ N < ' r,; d ' ± ( 46.8' RT TO 60.5' RT) ENO 4ff HMA MATCH EXISTING 0 ~· +o .o "" 15 ~ ~w -~. ,' f+ -f'\.-t.:f ~ (!) 3: 0 w w en l[J r-- + -st- ") ~ en w z _J I ~ ::e 150 40 --------~ --------___ PROFILE ----,~:,;--------------I ~ --· ----------------------------------~----- CENTERLINE I 30.67 FLOW LINE 31.41 (RIGHT SIDE) 30.59 31.29 30.51 31.17 I 31+00 30,44 30.36 30.28 31,02 30.79 30.56 * SEE SHEET CRl FOR FLOW LINE ELEVATIONS. go,;; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990 505 5th Avenue S. Suite 300 Seattle, Washington 98104 30.20 30.31 I 32+00 30,06 NO 30,04 29.96 29 89 29.81 29.56 29 . .31 33+00 REVISION 29,85 29.92 J0,00 ::m.o7 ::m.25 30,43 J0.61 29.17 29.32 29,47 29.61 29,76 29.91 30 06 I I I 34+00 ~ 1ff=20' -"=""~~'l'!, ... M. MACIAS J. BEAN ~ !R CITYOF ~,. I --· " I DATE I APPR ~ THOMS[~ RENTON "'nJll.,,,.., ~""'"""""" P. DE BOLDT ""'-'"""""""'' Plann,ng/Suild,ng/Puol c W ' orks Dept. FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES 0 0 0 0 © © 0 © © @ @ @ @ @ @ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB ANO GUTIER PER CITY OF RENTON STO. PLAN 101 AND 103 ANO WSDOT STD. PLAN F-10.12-03. CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN F007. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STD. PLAN 1 04 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101 CONSTRUCT PEDESTRIAN REFUGE ISLAND PER OETAIL ON MO SHEETS CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MD SHEETS CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MO SHEETS CONSTRUCT CURB RAMP TYPE 8 PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MO SHEETS. PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION PROTECT EXISTING CURB. ADJUST EXISTING MH. CB. ADJUST EXISTING FIRE HYDRANT. PROTECT EXISTING GUY WIRE ANCHOR PROTECT EXISTING MH. CB. @ BRIDGE JOINT. @ @ @ CONSTRUCT RR-10 FOOTING PER KING COUNTY '-!ETRO PASSENGER FACILITIES STANDARD DETAILS SHEET 0-101 INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET 0-111. KING COUNTY METRO TO INSTALL RAPIORIOE RR-126 SHELTER UPON COMPLETION OF FOOTING KING COUNTY METRO TO INSTALL 4" BENCH ANO LITIER RECEPTACLE UPON COMPLETION OF ADJACENT CEMENT CONCRETE SIDEWALK CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSOOT STD. PLAN F-10.42-00. @ ADJUST EXISTING CATHODIC PROTECTION MH GENERAL NOTES 1. ~ REFERS TO CURB RETURN DATA ON SHEET CR1 2. SEE PlANTING PLAN FOR lANDSCAPING IN THE PlANTER STRIP, TRAFFIC ISLANDS ANO BEHIND SIDEWALK 3. SEE DWP SHEETS FOR DRIVEWAY PROFILES. LEGEND ~ RXXSXl PAVING LIMITS PLANING 8ITIMINOUS PAVEMENT, 2" OR TO 8ASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2" PG 6°'-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC I ·_. j 3ff Ht.IA CL 3/8" PG 64-22 OVER 4"·._qsrc i'( ,,~ I I SIDEWALK i 4 :io'1:i f" ++ .. ++I LANDSCAPE MA'1' -FILL-FILL LINE -CUT-CUT LINE i.r--------. 20 0 SCALE FEET ~'.~'i. 20 40 CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE PP6 AI-ININININIAIA' l l I I SE )4 SEC 7, T 23 N, R 5 E, W.M. <D 0... 0... c.::> ;;:: 0 w w (/) ---' ..'._·:: .... _ , J; /·/ /' ,/ , . .--./ ,/ '-.:;, :,; .----··"' ~ • I :( _\, -., 1 .... ' VJ ' ! i!: ,: :I ,, " \'-.I\ •,''-s ,.,.·',,, .... , ',,,, ,,------- ¥ ',,....,_, '.. ',,>s~-""""":cc_c _______ L:'::~-:~==:"~--------------------------------- L{) I' R/W ALIGNMENT \_ _ -- ------------- w _____________ :L IL-LINE R/W AUGNMENT m:.~ ~~;.~g_. ""Y"<'. -----+: _ _1__,-=: --:=:-===:=:=;=:=--=:=:=:=:,,...---~-------------------~--+ LOGAN AVE N st t') ~ (/) w z _J I +,~;~ ""),:,, (.) ~ :::e RIGHT-OF-WAY 50 40 ~ CENTERLINE 30.61 30.79 30,97 FLOW LINE 30.06 J0.2B 30.50 (RIGHT SIDE) 35+00 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION f EXISTING PROFILE Jl.15 30.73 A.P. STA J5+90 128.0 RT' PT STA 35+90 134_9 RT' 31.JJ 30.95 '-::._,-------1 14)(~"' : \\ .I ., \ : , ~SEMENT~ r ' ' 31.51 J1.16 g ~ ~ + ' ~ -~ ~ ~ ~ " w 36+00 * SEE SHEET CR 1 FOR FLOW LINE ELEVATIONS. CALL 2 BUSINESS OAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 ·.,i:_ NO. I tn i~ 1z ' I ~: I 37+00 REVISION /i:_ :,/ + / I / I ' ,/ / ,...---- r __ .,.....-----------~~::---~~--------J R:T-0;-~AY y --~~------:---- 38+00 ~ M MACIAS J BEA'°' 1"=20' -- END PROJECT STA 39+00 ~-:,~ .... ;R -~) 50 40 30 39+00 CITY OF RENTON ~-J Tf<QMSUI " fW. ""'' """--I ® Plonning/Building/Publi W <: ork,; Dept BY I DATE l APPR -p OE €10UJT ""'-L-LY FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES 0 0 0 0 0 © 0 © © @ @ @ CONSTRUCT CBAENT CONCRETE TRAFFIC CURS AND GUTIER PER CITY OF RENTON. STD. PLAN 101 AND 103 AND WSOOT STD. PLAN F-10.12-03. CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN F007 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STD PLAN 1 04 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 CONSTRUCT PEOESTRIAN REFUGE ISLAND PER DETAIL ON MD SHEETS. CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MO SHEETS. CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. PROTECT EXISTING LUMINAlRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. PROTECT EXISTING CURB. ADJUST EXISTING MH, CB. @ ADJUST EXISTING FIRE HYDRANT. PROTECT EXISTING GUY WIRE ANCHOR. PROTECT EXISTING MH, CB BRIDGE JOINT @ @ @ @ CONSTRUCT RR-1 0 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET D-101 INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET 0-111 KING COUNTY '-'IETRO TO INSTALL RAPIORIDE RR-126 SHELTER UPON COMPLETION OF FOOTING @ @ KING COUNTY METRO TO INSTALL 4' BENCH AND LITIER RECEPTACLE UPON COMPL(TION OF ADJACENT CEMENT CONCRETE SIDEWALK. CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. @> ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES 1. ~ REFERS TO CURB RETURN OATA ON SHEET CR1. 2. SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP. TRAFFIC ISi.ANDS AND BEHIND SIDEWALK. J. SEE DWP SHEETS FOR DRIVEWAY PROFILES LEGEND = PA\IING LIMITS mm l:X&N t I PLANING BITIMINOUS PAVEMENT, 2·· OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1/2"' PG 64-22 4• HIJA CL 1/2" PG 64-22 OVER 4'" CSTC 3• HMA CL J/8" PG 64-22 OVER 4" CSTC SIDEWALK , .. LANDSCAPE -FILI.-FILL LINE MP>Y l 4 tQ\1 -cuT-CUT LINE --t:.-~ i SCALE i--", ••• 20 FEET CITY OF RENTON LOGAN AVENUE NORTH 40 N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE ",'-,. PP7 AI-ININININIAIA NE 14 SEC 18, T 23 N, R 5 E, W.M. I ,' r---.-.. - 1 -~ ( ; , , , , ' I I ' I i , , , ' , ' , I"') a.. a.. <.!) RIGHT-OF-WAY / AP STA 101+20 77 ~ ~~~~~-~~---------------------! ____________ _ I , , ~.---._J , , , , , ' ' gL------ w I w > L&..I ; V) 0 o "co +~. ~ ;: ~ .:--: ~ V)r:-.. " ; w _~.-... -\ ~..:~ z [· .. _~- ..J I 0 ~ ;· / .. ---------- -+------1Q2:+QQ_ N 3RD ST •:-.; ' . ------7---- AP -~~~~~:~::: - ; , nn c -OF-WAY ll'-IITS , , , ' ' ' I , , , ' , ' ------------>-----/ ·.,, .. --.-.._._._._J . -"JI· ---,___ ___ JJJJ.,.!Jo ~------"" ---------- §:i ~w,,,-~~-~~~;~-~~-------<~-~; , "' , ' RIGHT-OF-WAY~/ , ' I , , ,',.,_ .;: I ' -f:_ I 40 I''' DWG PPJ FOR PLAN VIEW OF --------l t.1-LINE PROFILE l 00 ·1 • . ~ ~ ~ + • N O 0 ' N + -/,; :--~------n 9 );:j <III -~ < ' " w _2.32,: -~ 1 71,:. . ~ w - 30 (LEFT SIDE) FLOW LINE t . CENTERLINE 32.79 32.21 32.44 32.77 FLOW LINE * (RIGHT SIDE) 100+00 * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-0515 I 1-800-615-990· 505 5th Avenue S, Suite 300 Seattle, Washington 98104 ---[ EXISTING PROFILE L ------------ 0.94~ C PROPOSED PROFILE 33,29 33.54 33.80 JJ'.01 33.26 33.49 * 32.97 33.21 101 +00 NO. ------ 34.06 33.73 33.46 REVISION 34.32 33.97 33.70 102+00 I 34.58 34.21 * 8Y ~/ !5:/ "(", j,1 !}! , ' , , , / I , , I , I , Qi' 7 ' /~ RIGHT -OF-WAY , , ' , , I J.: , , ,'.\ "-,, . ', ', ,, ',-......., '1'1-',, ·"" . .,.~ ',, l' -u" ', f.;. . ""-. ',,, '""- ""- ;"',,.:. 0 ~ • .; i:g nLll ~ + ...,_ + If! g ~~ ~ ;. ~;! ~ Ill WIil W I ( 1.33% ~ -=:-:: 34.85 34.41 + I DATE I APPR t,I. t,1/lCIAS J BEAN J TH0t,1S[~ -P. OE BOLDT ""-'""-', 103+00 1"=20' I -·" "''""-""""' '""'""''"°' ""'-'"'""'°"""-' -~:. .. "f!, ... ~ !R CITY OF RENTON Plonf'•ng/Bw•d,ng/Publ c W ' orks Dept. FEDERAL AID NO. STPUL-1131(002) CONSTRUCTION NOTES 0 0 0 0 © © 0 © © @ @ @ @ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB ANO GUTIER PER CITY OF RENTON. STD. PLAN 1 01 AND 103 AND WSDOT STD. PLAN F-10.12-03 CONSTRUCT CEMENT CONCRETE SIDEWALK PER CITY OF RENfON STD. PLAN FOD7. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STD. PLAN 104. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STO. PLAN 101. CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL ON MD SHEETS CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MO SHEETS CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE B PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. PROTECT EXISTING LUMINAlRE, JUNCTION BOX AND ASSOCIATED CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. PROTECT EXISTING CURB. ADJUST EXISTING MH, CB ADJUST EXISTING FIRE HYDRANT. @ PROTE:CT EXISTING GUY 'MRE ANCHOR @ PROTECT EXISTING MH. CB @ @ BRIDGE JOINT. CONSTRUCT RR-10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET 0-101 INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET D-111. KING COUNTY METRO TO INSTALL RAPIDRIOE RR-126 SHELTER UPON COMPLETION OF FOOTING Q.. KING COUNTY METRO TO INSTALL 4' BENCH ANO LITIER RECEPTACLE \;_51 UPON COMPLETION OF ADJACENT CEMENT CONCRETE SIDEWALK @ ® CONSTRUCT HOT MIX ASPHALT EXTRUDED CURS TYPE 5 PER WSOOT STD. PLAN F-10.42-00. ADJUST EXISTING CATHODIC PROTECTION MH. GENERAL NOTES ~ REFERS TO CURS RETURN DATA ON SHEET CR1 2 SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP, TRAFFIC ISLANDS AND SEHIND SIDEWALK 3. SEE DWP SHEETS FOR DRIVEWAY PROFILES LEGEND WWJ PA~NG LIMITS PLANING SITIMINOUS PAVEMENT. 2" OR TO BASE (WHICHEVER IS LESS), OVERLAY WITH 2" HMA CL 1 /2" PG 64-22 ~ 4·· HMA CL 1/2" PG 64-22 OVER 4" CSTC [· j 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC SIDEWALK '\) t.1··~;, LANDSCAPE ' .... "-· ', Vd\' l 4 '/'0\':J -Flll -FlLL LINE -CUT-CUT LINE cti\ SCALE ·····-····· -20 0 20 FEET CITY OF RENTON LOGAN AVENUE NORTH 40 N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE PPB AI-ININININIAIA I w , ~ z w ~ z <( (!) 0 _J 40 30 SE 14 SEC 7, T 23 N, R 5 E, W.M. 'Si-a.. a.. LLl z ::J I , , , , RIGHT -OF -WAY "'--. / AP. STA 201 +1B.03 "-.j (29.00 LT) / N 4TH ST -----7 ------:---t--i . , , I , I , , , -._ Ji YI ~--&--·(' ~ ::;:h---~ ,IL RIGHT-OF-WAY II_ --------------------, I I : I I : EASEMENT I I SEE owe PP4 FOR PlAN v1Ew of I N-LINE PROFILE 0 N ~ N ,...; ci sa of'..., + a+ o ~ ;;:l2 g < I< II ,_ ...J ,_ ...J Ul WUl W • • N + ~ ~ I( l 81% o.9 8~ ·c.c==-"~"'-= ------ ----"-----\_-PROPOSED PROFILE -----\__ EXISTING • PROFILE z. ~ 8 z "" ::, m ii' -r- I : T ! -,: P<Vl:-~::~ _________ L RIGHT -OF-WAY L _ 203+00 "~------~-- N-LINE ,r--=~~---~---~-.. ! RIGHT-OF-WAY·7~---------- : I I .. ·• ., ,, ., I I ' •I , , : I • ! I • • J1.72 31.87 31.41 31.72 32:07 32. 1a 32.18 32 06 31.75 • 31.33 '"" s'"c, I =LINE I CENTERLINE 203+00 FLOW LINE. '~"-~' ~" ·-'' I 200+00 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER * SEE SHEET CR1 FOR FLOW LINE ELEVATIONS. ~ Perteet 206-436-051511-800-615-9901 505 5th Avenue S. Suite 300 Seattle. Weshin.2_ton 98104 I r 201 +00 202+00 NO REVISION I.I. 1,!AC1AS 1""=20' -,,;.;,;.?,w,··,"""' ... '"" ® !R CITY OF " I DATE I APPR ~ 11,0MS(N I --· RENTON "''""'= '""'""'""" p 0€ 80LOT ""'-'""""'°'""'' Plonfl,ng/Bu,ld,ng/Publ,c W orks Dept. FEDERAL AID NO. STPUL--1131 (002) CONSTRUCTION NOTES 0 0 0 0 0 0 0 0 0 @ @ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND CUTTER PER CITY OF RENTON. STO. PLAN 101 ANO 103 ANO WSOOT STD. PLAN F-10.12-0J CONSTRUCT CEMENT CONCRETE SIOEWALK PER CITY OF RENTON STO PLAN F007 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 PER CITY OF RENTON STD. PL/IN 104. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN 101 CONSTRUCT PEDESTRIAN REFUGE ISLAND PER DETAIL ON MD SHEETS CONSTRUCT TRAFFIC ISLAND PER DETAIL ON MO SHEETS. CONSTRUCT CURS RAMP TYPE A PER DETAIL ON MD SHEETS CONSTRUCT CURB RAMP TYPE 8 PER DETAIL ON MD SHEETS. CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHEETS. PROTECT EXISTING LUMINAIRE, JUNCTION BOX AND ASSOCIATED CONDUIT MAINTAIN POWER DURING CONSTRUCTION. PROTECT EXISTING CURB @ ADJUST EXISTING MH, CB . @ ADJUST EXISTING FIRE HYDRANT. @ PROTECT EXISTING GUY WIRE ANCHOR. @ PROTECT EXISTING MH, CB. @ @ BRIDGE JOINT CONSTRUCT RR-10 FOOTING PER KING COUNTY METRO PASSENGER FACILITIES STANDARD DETAILS SHEET 0-101 INCLUDE GROUNDING FOR SOLAR LIGHTING PER DETAIL SHEET 0-111. KING COUNTY METRO TO INSTALL RAPIDRIDE RR-126 SHELTER UPON COMPLETION OF FOOTING. Q,., KING COUNTY METRO TO INSTALL 4' BENCH AND LITTER RECEPTACLE Y.;Y UPON COMPLCTION OF ADJACENT CEMENT CONCRETE SIDEWALK. @ @ CONSTRUCT HOT MIX ASPHALT EXTRUDED CURB TYPE 5 PER WSDOT STD. PLAN F-10.42-00. AOJUST EXISTING CATHODIC PROTECTION MH GENERAL NOTES ~ REFERS TO CURB RETURN DATA ON SHEET CR1. 2 SEE PLANTING PLAN FOR LANDSCAPING IN THE PLANTER STRIP. TRAFFIC ISLANDS ANO BEHIND SIDEWALK. J SEE DWP SHEETS FOR DRIVEWAY PROFILES . LEGEND ~ IXx:xXI PAVING LIMITS PLANING BITIMINOUS PAVEMENT, 2" OR TO BASE {WHICHEVER IS LESS), OVERUIY WITH 2" HMA CL 1 /2" PG 64-22 4" HMA CL 1/2" PG 64-22 OVER 4" CSTC r· -.. j 3" HMA CL 3/8" PG 64-22 OVER 4" CSTC SIDEWALK t+. +.++I LANDSCAPE ~~ -F'ILL-FILL LINE -CUT-CUT LINE ",-.,, 1 4 ')(''" \\,'II-I, ' L JI,, SCALE 'JI •••• ., •• , 20 0 20 FEET CITY OF RENTON LOGAN AVENUE NORTH 1~!_/\ 40 N AIRPORT WAY TON 6TH STREET ROADWAY PLAN AND PROFILE ppg AI-ININININIAIA l 1 40 35 :I" + n on < ' e ~ m w moo "I· SN /; ~ • 0. m ' o m . N + S n O n II -,: •I ~ e " w m w ,~ t N ___'.:'" , ,o:__...l.. uo, __ -r-__ EXISTING GRADE i1·~ ~"' 30 -__ _2;_,~~7 PROPOSED GRAD o+oo 0+20 0+40 0+60 0+80 1+00 J_l-LINE --PR~:~OsOA o oo -// ------+ I Y T + = L-LINE STA 17+20.60 STA 17+20.60 POINT TABLE POINT NO STATION OFFSET ELEVATION DESCRIPTION (i) 0+41.89 21.95' RT 33.31' 0 0+41 .47 14.97' RT 32.99' 0 0+41.47 15.00' LT .32 72' ii ~J ·1 0 0+42.03 22.42' LT 32.90' 0 0+49.88 24.47' RT 33.45' 0 0+49.49 15.00' RT 33.15' 0 0+49.49 15.00' LT 32.77' 0 0+50.00 21.70' LT 33.06' so· 0 0+57.86 20.99' RT 33.ST @ 0+57.50 15.00' RT 33 27' @ 0+57.50 15.00' LT 32 89' @ 0+57.97 20.98' LT 33. 19' @ 0+81 .09 14.58' RT 34.05' MATCH EXISTING @ 0+85.11 15.09' LT 34 31' MATCH EXISTING I j I '·~ ------ /,, J SCALE ',/' ........ . 20 D 10 20 . •. FEET 13) ~--· I -- 1~ . ''. -----..... . ~ 90" SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU 01G ~ ~~~o~~~~-615-990 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 NO. REVISIO!\I 40 35 30 BY I DATE I APPR 40 35 8 0 0 + 0 ~ 0 o m ' . N . + -on ~ ! m w FEDERAL AID NO. STPUL-1131 (002) 40 r- 0 •• ~..., ~;: ~ '""--: 135 "" o ..,. N 6 ~ ~~6"' <(~ •1 :I(. ~ \ii w ~ ~ 0 w m , 30 1..0% '}_l5%__7_ 130 ! EXISTING GRADE 1.08,:; -RO osrn ::: 7 J ~2' p p 0+00 0+20 0+40 25+50 r l-LINE ~81:WAf 5 A~+~o /J----+ -- T = u.11 L-LINE STA 25+56.47 !I POINT NO. (i) 0 0 0 0 ., 0 ,· ,o· ,· 0 0 0 @ @ @ @ @ @) @) 1¥ 0 8 POWELL 1"=20' ~:..:.~ ... J. SEAN ~ ~ CITYOF I _._ _; TH0r.1SE1', '"'""""'' RENTON ~""'""'""" M. MACIAS """'"'~' Plonn,rig/Su,ld,ng/Put>hc W orks Dept. 0+60 STA 25+56.47 POINT TABLE STATION OFFSET ELEVATION DESCRIPTION 0+28 36 20.9T RT 32.05' 0+28.42 15.01' RT 31.83' 0+28.47 15.01' LT 31.97' 0+28.42 20.9T LT 32.25' 0+36.36 21.07' RT 32.22' 0+36.42 15.04' RT 31.92' 0+36.47 15.11' LT 32 13' 0+36.42 21.04' LT 32.43' 0+41.36 21.13' RT 32.29' 0+41.42 15.08' RT 31 gg' 0+41.47 15.14' LT 32.20' 0+41.42 21.09' LT 32 50' 0+44.45 15.14' RT 32 26' PC 0+47.39 18.1T RT 32 20· PT 0+44.45 15.14' LT 32.41 ec 0+47.45 18.16' LT 32.31' PT ~ SCALE ',/' ........ , 10 0 10 FEET . ;o . ,~·i:_: ,.. MAY J 4 i'Ol'J ("+·ri .:,..--, : , :· .) . .'>: "\;: CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TON 6TH STREET DRIVEWAY PROFILES DWP1 AI-ININININIAIAI f- ~ u u a' a C,,I i 40 ~ I~ <C I II lo 0 0 N + 0 < :;; ~1-0" + -O 0 < " lo ~ ~ ci 'I" N. ITT 0 + .~ ~ II vi~ 140 135 ~ 1.63'll: 1.40% -~"C-=-71 PROPOSFD GR '"• ----7-'C__ "3-.._ __ EXISTING GBI\PE 130 0+00 0+20 0+40 ./' 31+00 L UNF -=~. s,o 00--/1 --+---- I Y T + = w L-LINE STA 30+81.00 I I ,· -,!---+------~ ef' "0 ··~ '.~ -,..,. : ef. _:_:_:. ~-,-4 (if' ~ ·~ ", cf; 10 Cs 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES Ur..iDERGROUNO LOCATION CENTER I l I I I 1~ 0 ~ 04: Perteet 206-436-0515 r 1-s00-615-990c 505 5th A'w'enue S, Suite 300 Seattle, Washin.2_ton 98104 0+60 0+80 STA 30+81 .00 POINT TABLE POINT NO. STATION OFFSET ELEVATION DESCRIPTION CD 0+2B.42 21.01" RT 31.79' 0 0+28.45 15.01' RT 31.52' 0 0+28.46 15.01' LT 31.38' 0 0+28.42 21.01' LT 31.60" © 0+36.41 24.07" RT 31.98' © 0+36.46 15.05' RT 31.68' 0 0+36.46 15.05" LT 31.48" © 0+36.41 21.or LT 31.78" © 0+41.42 21.11' RT 32.05' @ 0+41.46 15.00' RT 31.75' Ci]) 0+41.46 1s.oa· LT 31.55' @ 0+41.42 21. 11' LT Ji.as· @) 0+53.13 15.14" RT 30.85' MATCH EXISTING 8 0+51.40 15.13' LT 30.73" MATCH EXISTING - SCALE 'if-········ 20 0 10 20 FEET ---· NO REVISION " I FEDERAL AID NO. STPUL-1131 (002) 40 C 0 a 0 0 ITT ~ N < ~ ~-~ 5 N 0 + 0 ~ /; N 0 N ~ + < " ;!: ~ 0 e ~ 0 0 d ~ ITT -0 35 810 g ~ 6 g < " ti, .:l Q,_63% ,.pox ~ __9.4,0% 130 --- 30 -r"~ PROPOSEP GRADE EXISTING GRAPE ! ' 0+00 0+20 0+40 0+60 STA 33+ 76.65 POINT TABLE POINT NO. STATION OFFSET I ELEVATION DESCRIPTION 34+00 ( L-LINE --=s-,ooo ~ ----+--- v v T +: - L-LINE STA 33+76.65 wl ~I 5· I 30' 6' Fv -.-.1,2) .. ; (if' w ,I~ '0 @ I I 0 ~ "<-.ct1 if.I, I 1 g1__1 ___ 6d_~ II 1 (ii' ev·· -c:.::o ~ @ t .......... ·.· --:_, ..-.. -;,,..n. {/// ////////(C;",'; .. ·• mmmd //////// ,uwu,w,m,~ I 1~ 0 _,, - B POWELL 1 ·~20· -~·,::"',~ ... -® ;R CITY OF J. BEAN I DATE I APPR I --2· THOMSEN ""' '"" RENTON .,,uu._, F--- M MACIAS ""'--'""'"""""'' Plonning/8<.J,lding/Public W ork~ Dept CD 0 0 0 © © 0 © © @ Ci]) @ @) 8 @) @ 0+28.50 21.00· RT 29.83' 0+28.50 15.00' RT 29 62' 0+28.50 15.00' LT 29 79' 0+28.50 21.00' LT 30.07" 0+36.50 21 .oo· RT 29.97' 0+36.50 15.00' RT 29.67' 0+36.50 1 s.00· LT 29.91' 0+36.50 21.00" LT 30.21· 0+41 50 21.00' RT 30.05' 0+41.50 15.00" RT 29.75' 0+41.50 15.00' LT 29.99" 0+41 .50 21 .oo· LT 30.29' 0+47.78 15.00" RT 29.34' 0+47.78 15.00' LT 29.49" 0+60.83 14.93' RT 29.42" MATCH EXISTING 0+60.83 15.00' LT 29 31' MATCH EXISTING :-: . SCALE ,,,. ... ·.·•·· 20 0 """'""I 10 20 FEET i<.'L_:) MAY 1 4 2015 c:rh"-·=·;- H_/\i\;·--l:;'i· .. CITY OF RENTON LOGAN AVENUE NORTH N AIRPORT WAY TON 6TH STREET DRIVEWAY PROFILES DWP2 Ai-lNINININIAIA , ~ ~ a " " ~ ~. g ~ CR1-CURB RETURN DATA HORIZONTAL VERTICAL FLOW LINE PC : STA 15+22.B9 (40.00' RT) ELEVATIONS 6 -00·43'42" PC -33.79' R -2360.00' 1/4=:o 33.64' L -30.00' 1/2= 33.51' T -15.00' 3/4~ 33.38' PT = STA 16+53.40 (40.00' RT) PT = 33.27' CENTER RADIUS -STA 16+53.40 (2400.00' RT) CR2-CURB RETURN DATA HORIZONTAL VERTICAL PC -STA 17+03.17 (40.00' RT) FLOW LINE ELEVATIONS 6 -16'15'37" PC = 32.76' R -250.00' 1/4: 32.60' L -70.95' 1/2-32.44' T -35.71' 3/4"' 32.28' PCC = STA 17+73.17 (50.00' RT) PCC= 32.12' CENTER RADIUS -STA 17+03.17 (290.00' RT) CR3-CURB RETURN DATA HORIZONTAL VERTICAL PCC = STA 17+7317 (50.00' RT) FLOW LINE ELEVATIONS 6 -23'26'30" PCC= 32.12' R -75.00' 1/4= 32.05' L -30.69' 1/2-32.05' T . 15.56' 3/4= 32.12' PCC -STA 18+00.08 (64.30' RT) PCC= 32.20' CENTER RADIUS -STA 17+52.17 (122.00' RT} CR4-CURB RETURN DATA HORIZONTAL VERTICAL PCC = STA 18+00.08 (64 30' RT) FLOW UN[ ELEVATIONS 6 -16'15'37" PCC = 32.20' R -250.00' 1/4= 32.37' L -70.95' 1/2= 32.54' T -35.71' 3/4= 32.71' PT -STA 101+15.77 (15.00' RT) PT "' 32.88' CENTER RADIUS -STA 101+15.77 (265.00' RT) 90% SUBMITTAL CHECK PRINT NOT FDR CONSTRUCTION ~ ~~~,~~~~-615-990( CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 505 5th Avenue S, Suite 300 UTILITIES UNDERGROUND t~OCATION CENTER Seattle. Washington 98104 CR5-CURB RETURN DATA HORIZONTAL VERTICAL FLOW LINE PC = STA 17+95.78 (28.16' LT) ELEVATIONS 6 -75·25'54• PC "" 32.40' R -25.00' 1/4=:o 32.45' L -32.94' 1/2-32.50' T -19.35" 3/4= 32.55' PCC -STA 18+20.01 (46.85' LT) PCC"' 32.60' CENTER RADIUS -STA 17+95.82 (53.16' LT) CR6-CURB RETURN DATA HORIZONTAL VERTICAL PCC= STA 18+20 01 (46.85' LT) FLOW LINE ELEVATIONS 6 = 104'44'12" PCC"' 32.60' R = 10.00' 1/4= 32.50' L -= 18.26' 1/2= 32.40' T = 12.97' 3/4: 32.30' PT = STA 16+10.31 (59.37' LT) PT = 32.20' CENTER RADIUS -STA 18+10.33 (49.37' LT) CR7-CURB RETURN DATA HORIZONTAL VERTICAL PC = STA 18+70.79 (59.51" LT) FLOW LINE ELEVATIONS 6 = 89'52'06" PC = 32.20' R : 10.00' 1/4: 32.25' L "" 15.69' 1/2= 32.30' T ~ 9.98' 3/4= 32.35' PT = STA 18+50.82 (49.51' LT) PT -32.40' CENTER RADIUS -STA 18+70.82 (49.51' LT) CRB-CURB RETURN DATA HORIZONTAL VERTICAL PC"' STA 16+6082 (48.17' LT) FLOW LINE ELEVATIONS 6 = 90"00'49" PC = 32.35' R = 20.00' 1/4= 32.30' L = 31.42' 1/2= 32.25' T = 20.00' 3/4= 32.20' PT = STA 18+80.82 (28.17' LT) PT = 32.15' CENTER RADIUS -STA 18+80.82 (46.17' LT) <$,; G ,!lo~ s.fi ~. : --~ ~ 25359 ¢; '7.r.r;. /Sf ; ~ 1'WAL [i NO REVISION I FEDERAL AID NO. STPUL-1131/002) CR9-CURB RETURN DATA CR13-CURB RETURN DATA CR17-CURB RETURN DATA HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL VERTICAL FLOW LINE FLOW LINE FLOW LINE PC = STA 18+49.31 (43.00' RT) ELEVATIONS PRC "' STA 200+49.93 (16.20' RT) ELEVATIONS PC "'STA 102+21.36 (11.00· RT) ELEVATIONS 6 = 90'00'02· PC -32 70" 6 -61' 19'22" PRC= 31.33' 6 = 5·41'51· PC -34.40' R = 15.00' 1/4= 32.65' R -10.00· 1/4: 31.32' R = 234.00' 1/4: 33.97' L "' 23.56' 1/2= 32.55' L -10.70' 1/2-31 30' L = 27.35' 1/2: 34.04' T = 15.00' 3/4= 32.50 T -5.93' 3/4= 31.29' T = 13.69' 3/4= 34.10' PT = STA 18+64.31 (28.00' RT) PT -32.45' PT • STA 200+58.70 (21 .40' RT) PT = 31.26' PT= STA 102+50 (11.00' RT) PT = 34.17' CENTER RADIUS -STA 18+64.31 (43.00' RT) CENTER RADIUS -STA 200+56.70 (11.40' RT) CENTER RADIUS -STA 102+21.36 (245.00' RT) CR10-CURB RETURN DATA CR14-CURB RETURN DATA HORIZONTAL VERTICAL HORIZONTAL VERTICAL PC -STA 18+49.31 (45.80° RT) FLOW LINE PC -STA 201+16.42 (22.50' LT) FLOW LINE ELEVATIONS ELEVATIONS 6 -34·05·50· PC -32.75' 6 -31'47'18" PC = 31.79' R : 65.oo· 1/4= 32.87" R -60 oo· 1/4: 31.64' L -36.66' 1/2= 32.99' L -44.38' 1/2-31.49' T = 19.93' 3/4= 33.11' T . 22.76' 3/4= 31.34' PT "' STA 100+94 45 (15.01' LT) PT = 33.23' PCC"' STA 200+76.28 (34.50' LT) PCC= 31.19' CENTER RADIUS -STA 100+64.29 (82.39' LT) CENTER RADIUS -STA 201+18.42 (102.50' RT) CR11-CURB RETURN DATA CR15-CURB RETURN DATA HORIZONTAL VERTICAL HORIZONTAL VERTICAL PC = STA 23+29.99 (28.00' RT) FLOW LINE PCC= STA 200+76.28 (34 50' LT) FLOW LINE ELEVATIONS ELEVATIONS 6 "' 7S32'24" PC = 31.18' 6 -52'18'36" PCC= 31.19' R = 10.00' 1/4= 31.21' R -40.00' 1/4= 31.06' L -12.84' 1/2;:. 31.24' ' -36.52' 1/2-30.94' T = 7.48' 3/4= 31.27' T . 19.64' 3/4= 30.96' PT -STA 23+39.59 (35.17' RT) PT= 31.30' STA 200+57.56 (64.39' LT) CENTER RADIUS -STA 23+30.00 (38.00' RT) PCC=-STA 24+18.72 (37.00' RT) Pee-31.00· CENTER RADIUS -STA 200+97.35 (68.50' LT) CR12-CURB RETURN DATA CR16-CURB RETURN DATA HORIZONTAL VERTICAL HORIZONTAL VERTICAL PC = STA 200+41.17 (11.00' RT) FLOW LINE PCC= STA 24+18 72 (37 00' RT) FLOW LINE ELEVATIONS ELEVATIONS 6 -61'18'00" PC -31.38' 6 -22·19·53· PCC"' 31.00' R -10.00' 1/4: 31.37' R -120.00· 1/4: 31.06' L -10.70' 1/2= 31.36' L -46.77' 1/2= 31.12' T -5.93' 3/4= 31.34' T -23.69' 3/4= 31.18' PRC "' STA 200+49.93 (16.20' RT) PRC= 31.33" PT -STA 24+64.32 (28.00' RT) PT "' 31 24' CENTER RADIUS -STA 200+41.16 (21.00' RT) CENTER RADIUS -STA 24+64.32 (148 00' RT) f<E " .~ f ., ' MAY I 4 '/QI' ,_ J ,J crrl C'1· Flt\~~(!;,/,~.;, --"" NONE """'"""'"-""'"''''"" :R CITY OF CITY OF RENTON M. MACIAS ® LOGAN AVENUE NORTH '""''""'" RENTON --J. 8EAf'< N AIRPORT WAY TO N 6TH STREET I -·-I -·· J. 'HOMSEN ",w. =« Plonning/8vi•ding/Publ;c Works Dept CR1 a, DATE APPR P DE BOLDT CURB RETURN TABLES -e . IAI-INININ NIAIA I w , < z 8 I 3 " " I ! GENERAL NOTES: 2. ' ' 5. ,. SEE DRAWINGS NO. PP1-PP9 FOR APPROXIMATE CURS RAMP ANO FL.ARE LENGTHS. TO f.lEET FEDERAL FUNDING REQUIREMENTS A MAXIMUM CROSS-SLOPE OF 2.0'1.: IS ALLOWED ON SIDEWALKS ANO RAMPS; ANO A MAXIMUM RUNNING SLOPE OF 8.J,C FOR RAMPS. TO ENSURE THAT ALL MAXII.AUM ALLOWED SLOPES ARE h.lET, THESE DITAILS SHOW 1.8,C FOR MAXIMUM CROSS-SLOPES AND a.o,; FOR MAXIMUM RAt.lP RUNNING SLOPES. LENGTHS MAY BE AD.JUSTED TO ACHIEVE REQUIRED SLOPES AND TO ACCOMMODATE EXISTING SITE CONDITIONS ALL SLOPES ANO LENGTHS MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEf.lENT CONCRETE MINIMUM RAMP LENGTH FOR TYPE A RAMPS, SHALL BE 6 FEET, WITH A RAMP RUNNING SLOPE NOT TO EXCEED 8.0%. RAMP MAY BE LENGTHENED TO ACHIEVE 8.0% OR LESS SLOPE TO A MAXIMUM LENGTH OF 10 FEET. THE LENGTH OF THE RAMP MUST ALLOW FOR A 4 FOOT LANDING BEHIND THE RA'-IP. THE LENGTH AND RUNNING SLOPE Of THE RAMP MUST BE APPROVED BY ENGINEER PRIOR TO POURING CEMENT CONCRETE THE REQUIREO CROSS SLOPE fOR TYPE A RAMPS, TYPE B RAMPS, ANO TYPE C RAMPS AND ALL LANDINGS IS 1.8% MAXl'-IU'-1. ALL SLOPES ANO LENGTHS MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. MINIMUM FLARE LENGTH SHALL BE 6 FEET WITH A MA.XIMUM SLOPE OF 10.0%. FINAL LENGTHS ANO SLOPES MUST SE APPROVED SY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. MINIMUM RAMP LENGTH FOR TYPE B RAMPS, ANO TYPE C RAMPS, SHALL BE 6 FEET, WITH A RAMP RUNNING SLOPE NOT TO EXCEED 8.0%. RAMP MAY BE LENGTHENED TO ACHIEVE a.a% OR LESS SLOPE TO A MAXIMUM LENGTH OF 15 FEET. THE LENGTH AND RUNNING SLOPE OF THE RAMP MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRCTE. 7. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE WSDOT STANDARD SPEClflCATIONS 8-14. 8. BACK OF WALK LIMITS VARY fOR EACH CURB RAMP LOCATION, SEE DRAWINGS NO. PP1-PP9. ALL OBJECTS AND OBSTRUCTIONS SHALL BE KEPT OUT OF THE PEDESTRIAN ACCESS ROUTE, JUNCTION BOXES INCLUDED, UNLESS APPROVED BY THE ENGINEER LEGEND @ RAMP LENGTH (FEET) g FLARE LENGTH (FECT) ~ LANDING LENGTH (FEET) LT RT - L LEFT FLARE _j LT @ ~ ~@ ! . i §~ ~ ..... ··~ ' ' . L LEFT RAMP -l LT @ • l-RIGHT FLARE--l RT @ L RIGHT RAMP __j RT @ CURB RAMP DIMENSIONS 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTtLITIES UNDERGROUND LOCATION CENTER N.T.S. ~ Perteet 206-436-0515 11-800-615-990' 505 5th Avenue S, Suite 300 Seattle. Washington 98104 LANDING. SEE GENERAL NOTE 4 3/B" EXPANSION JOINT (TYP) PER WSOOT STD PLAN F-30.10 MEASURED PARALLEL TO CURB (TYP.) SEE GENERAL NOTE 5 CEMENT CONC. CURB AND GUTTER RAMP, SEE GENERAL NOTE J ct BACK OF SIDEWALK. SEE GENERAL NOTE 7 CONSTRUCT CEMENT CONCRETE SIDEWALK, PER CITY OF RENTON STO. PLAN F007 EXISTING TRAIL -,~ FEDERAL AID NO. STPUL-1131(002} CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSOOT STD. PLAN F-10.12 LANDING. SEE GENERAL NOTE 4 C$> -Ii u -l EXISTING ASPHALT TRAIL ~~~-~==~ ~ \.._ CEMENT CONC. CURB ANO GUTTER PER CITY OF RENTON STD. PLAN 103 RIGHT RAMP. SEE GENERAL NOTE 6 CONSTRUCT CEMENT CONCRETE SIDEWALK. PER CITY Of RENTON STD. PLAN F007. INSTALL DETECTABLE WARNING SURFACE PER WSOOT STD. PLAN F-45.10 DEPRESSED CEMENT CONC CURB AND GUTTER LEFT RAMP, SEE GENERAL NOTE 6 DEPRESSED CEMENT CONC. CURB AND GUTTER INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45. 10 CURB RAMP TYPE B PLAN DETAIL N.T.S. CURB RAMP TYPE A PLAN DETAIL ~NDING ~ "°'~I r=s o·. "" (GRADE N.T.S. RAMP [~NDLNG 6.0' MIN. 4.0" MIN SEE GENERAL NOTE J SIOEWALK-----_ ,-GRADE BREAK __ S_MAX._ t l l'l.0% MAX. I ·= 4" (TYP) SECTION A-A N.T.S NO. REVISION a, BREAK TOP OF ROADWAY DEPRESSED CEMENT CDNC CURB AND GUTTER PER WSDOT STO PLAN F-10.12 M MACIAS ""' J THOMSEN I DATE I APPR M MAC1AS MATCH EXISTING~ EXISTING ASPHALT] TRAIL -Jc=-= "s """'~.:::",~"'J ... , ® ~--""'"-""-' ~""'""''""' --· 6"c, · TRAIL WIDTH EX L§X MM:~~·--- ,·· 1/2" PREMOLDED JOINT FILLER BREAK TOP OF ROADWAY DEPRESSED CEMENT CONG CURB AND GUTIER PER WSDOT STD PLAN F-10.12 CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSOOT STD. PLAN f-10.12 SECTION 8-8 SEE PLANS 6.0' '-!IN. SEE GENERAL NOTE CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSOOT STD. N.T.S 10.0" 6.0" MIN SEE GENERAL NOTE MATCH EXISTING I SIDEWALK~LEFT RAMP PLAN F-10.12 GRAOE BREAK \. I lANDLNGIRLGST R>MP GRADE BREAK [ EXISTING ASPHALT TRAIL =-==t 8.0% MAX. ;R CITY OF RENTON ' orks Dept Plonn,ng/8udding/Publ c W VARIES 0"-6" a.a,:: MAX. 4" (TYP) 1.a,i; MAX. SEE GENERAL NOTE 4 Cf r ,, '\, _,_, > _, ,· -' SECTION C-C MAV 1 4 ?[JI" N.T.S. f---J,1 ,. " c~~r"; .s;_/\i'):·.:· CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET MISCELLANEOUS DETAILS MD1 AI-ININININIAIA' I w , < z t, I 3 " " I RAMP GENERAL NOTES: 1. SEE DRAWINGS NO. PPI -PP9 FOR APPROXIMATE CURB RAMP ANO FLARE LENGTHS. 2. TO MEET FEDERAL FUNDING REQUIREMENTS A MAXIMUM CROSS-SLOPE OF 2.0% IS ALLOWED ON SIDEWALKS ANO RAMPS. AND A MAXIMUM RUNNING SLOPE OF 8.J,:: J. 4. 5 6 8. 9 FOR RAMPS. TO ENSURE THAT ALL MAXIMUM ALLOWED SLOPES ARE f.lET, THESE DETAILS SHOW 1.8% FOR MAXIMUM CROSS-SLOPES AND 8.0% FOR MAXIMUM RAMP RUNNING SLOPES. LENGTHS MAY BE ,!,OJUSTEO TO ACHIEVE REQUIRED SLOPES AND TO ACCOMMODATE EXISTING SITE CONDITIONS. ALL SLOPES ANO LENGTHS MUST BE APPROVED SY THE ENGINEER PRIOR TO POURING CD.IENT CONCRETE. MINIMUM RAMP LENGTH FOR TYPE A RAMPS, SHALL BE 6 FEET. WITH A RAMP RUNNING SLOPE NOT TO EXCEED a.ox. RAMP MAY BE LENGTHENED TO ACHIEVE a.a,:: OR LESS SLOPE TO A MAXIMUM LENGTH OF 10 FEET. THE LENGTH Of THE RAMP MUST ALLOW FOR A 4 FOOT LANDING BEHIND THE RAMP. THE LfNGTH ANO RUNNING SLOPE OF THE RAMP MUST BE APPROVED SY ENGINEER PRIOR TO POURING CEMENT CONCRETE. THE REQUIRED CROSS SLOPE FOR TYPE A RAMPS. TYPE B RAMPS, ANO TYPE C RAMPS AND ALL LANDINGS IS 1.8% MAXIMUM. All SLOPES AND LENGTHS MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRCTE MINIMUM FLARE LENGTH SHALL BE 6 FEET 'MTH A MAXIMUM SLOPE OF 1 0.0%. FINAL LENGTHS ANO SLOPES MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. MINIMUM RAMP LENGTH FOR TYPE 8 RAMPS, AND TYPE C RAMPS, SHALL BE 6 FECT, WITH A RAMP RUNNING SLOPE NOT TO EXCEED a.a. RAMP MAY BE LENGTHENED TO ACHIEV£ 8.0% OR LESS SLOPE TO A MAXIMUM LENGTH OF 15 FEET. THE LENGTH AND RUNNING SLOPE OF THE RAMP MUST BE APPROVED BY THE ENGINEER PRIOR TO POURING CEMENT CONCRETE. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE W5DOT STANDARD SPECIFICATIONS 8-14 BACK OF WALK LIMITS VARY FOR EACH CURB RAMP LOCATION, SEE DRAWINGS NO. PPl -PP9. ALL OBJECTS ANO OBSTRUCTIONS SHALL BE KEPT OUT OF THE PEDESTRIAN ACCESS ROUTE. JUNCTION BOXES INCLUDED. UNLESS APPROVED 8Y THE ENGINEER. IStAND A POINT TABLE -N 3RD ST POINT STATION OITSCT RADIUS FLOW LINE ELEVATION ' 17+97.J5 36.69 RT 32.JJ 17+98.55 J2.00 RT 25 J2.29 2 J 18+ 14.93 J0.84 RT 0.75 32.20 • 1B+1S.7J JI.S4 RT ' 18+16.09 36.SS RT 2.5 32.30 6 18+1S.48 JS.SB RT ' 18+10.99 44.47 RT 44.63 RT 0.75 J2.40 ' 18+09.95 • 18+1S.88 49.1S RT 0.75 J2.40 '° 18+1S.76 48.11 RT " 18+19.JS 4J.39 RT ,., J2.JO " 18+20.1S 4J.OO RT " 18+28.S6 4J.OO RT 0.75 "20 ,. 11!+29.31 ~7.75 RT " 1B+29.31 58.01 RT J2.49 L5 " 18+26.73 59.05 RT J2.SJ " 18+21 .72 J1.11 RT 0.75 32.Hl '" 18+22.41 JO.J1 RT " 18+26.83 J0.00 RT 2.5 J2.04 " 1B+29.J1 J2 50 RT J2.10 " 18+29 J1 J6.25 RT 0.75 32.10 22 18+28.56 37.00 RT 2J 18+23.07 J7.00 RT ,a 32.20 " 18+22.07 36.07 RT PEDESTRIAN ISLAND GENERAL NOTES: 1. ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE UNLESS OTHERWISE NOTED. 2. ALL PEDESTRIAN ISLAND DETECTABLE WARNING SURFACES ARE 2.o· X 6.0" UNLESS OTHERWISE NOTED. J. PEDESTRIAN SIGNAL ANO PUSH BUCTON POLE FOUNDATIONS SHALL BE CONSTRUCTED PER SIGNAL PLANS SHOWN HERE FOR REFERENCE ONLY 4 SEE SIGNAL PLANS FOR LOCATIONS OF PEDESTRIAN SIGNAL AND PEDESTRIAN PUSHBUTTON POLES. DISTANCE BETWEEN PUSHBUCTON ANO EDGE OF PEDESTRIAN ISL.ANO PATHWAY (FACE OF CURB) SHALL NOT EXCEED 10". FINAL LOCATION SHALL BE APPROVED BY CITY OF RENTON TAANSPORTATION DEPARTMENT REPRESENTATIVE 90!'.: SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990• 505 5th Avenue S, Suite 300 Seattle. Washington 98104 LT .al RT 1 5 r·1" ·-i---,,. ASPHALT TRAIL I 18+00 -------l--- INSTALL DCTECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-45.10 (TYP.) ~ ?J:.o~7+~11.s1 NO NE 14 SEC 18, T 23 N, R 5 E, W.M. 2 LT fa] ~ 0 0 -,-'f-- 0 0 RT ~ 7I~.912s+:;,sJ ,a " '" " wt "l'l 'r PEDESTRIAN PUSH SUTTON (TY!') END CURB & GUTTER MATCH EXISTING ---,-,,. ASPHALT TFWL I LOGAN AVE N +-------+---- 19+( ---+ I I I STA 18+67 28.D RT 'T RT .s; = BR£AJ< FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES 0 CONSTRUCT CURB RAMP TYPE A PER DETAIL ON MO SHECTS 0 CONSTRUCT CURB RAMP TYPE C PER DETAIL ON MD SHECTS 0 CONSTRUCT PEDESTRIAN REFUGE ISLAND A PER TABLE ON THIS SHEET CONSTRUCT CEMENT CONCRCTE PEDESTRIAN CURB PER WSDOT sm. PLAN F-10.12 CONSTRUCT CEr..lENT CONCRETE SIDEWALK PER CITY OF RENTON ~ STD. PLAN F007 0- ---,--,,. ASPHALT TRAIL ___ l __ INSTALL DETECTABLE WARNING SURFACE PER WSOOT CEMENT CONG. CURB ANO GUTTER PER CITY OF RENTON STD. PLAN 103 STD. PLAN F-45.10 (TYP.) RAMP, SEE GENERAL NOTE 6 DEPRESSED CEMENT CONC. CURB AND GUTTER CURB RAMP lYPE C PLAN DETAIL N.T.S r LANO,NGlrGRADE VARIES SEE PLANS ,x.~-----·- BREAK TOP OF ROADWAY 1 /2" PREMOLDED JOINT FILLER DEPRESSED CEMENT CONC. CURB ANO GUTTER PER WSDOT STD PLAN F-10.12 CONSTRUCT CEMENT CONCRCTE PEDESTRIAN CURB PER WSDOT STD. PLAN F-10.12 SECTION 8-B N.T.S. VARIES 1, ~ 0 I I I I MATCH rnsnNG\ LANO,NG~ SEE PLANS r SIDEWALKrRAMS VARIES 6.0' MIN SEE PLANS SEE GENERAL. NOTE 6 GRADE BREAK TOP OF ROADWAY u} ..... I " '-'-'-' '-'- ~ SCALE "'········· 10 0 10 20 FEET NTS -~:.~.,. ... , M. ,,AC1AS ~ '"" REVISION -M. i,ACIAS -J. TH0~S£N " DATE APPR GRADE BREAK '\ -1s:---' . -1:ISTING ASPHALT TRAIL !R CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSOOT STD. PLAN F-10.12 CITY OF RENTON Plonning/Suild,ng/Publ,c Works Dept GRADE BREAK 8.0%. MAX VARIES 0"-6" 4" (TYP)l 1.8%. MAX SEE GENERAL NOTE 4 '."":. DEPRESSED CEMENT CONC CURB AND GUTTER PER ! A fl V WSOOT STD PL.AN F-10.12\\/\f-'..I SECTION C-C N.T.S CITY OF RENTON LOGAN AVENUE N c:11 N AIRPORT WAY TO 6TH STREET MISCELLANEOUS DETAILS 1 4 /\'!'1~ -~ MD2 AI-ININININIAIAI w ~ ! INSTALL DETECTABLE WARNING SURFACE PER WSDOT ' •"~ ~ LOGAN AVE N R=55' sm. PL.AN F-45.10 {TYP.) ~ R=55' {_ PEDESTRIAN REFUGE ISLAND B PLAN DETAIL NE QUADRANT OF LOGAN AVE N 4TH ST SCALE: 1"=10' 1 C 2 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU OIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 6 ~ 5 L...... TRAFFIC ISLAND C PLAN DETAIL SOUTH LEG OF LOGAN AVE N & N 4TH ST SCALE: 1 '"=20' ~ 5 • L...... TRAFFIC ISLAND D PLAN DETAIL NORTH LEG OF LOGAN AVE N & N 4TH ST SCALE: 1 "=20' ~ Perteet 206-436-051511·800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 PEDESTRIAN ISLAND GENERAL NOTES: ALL PEDESTRIAN ISLAND PATHWAYS ARE 6.0' WIDE UNLESS OTHERWISE NOTED. 2. ALL PEDESTRIAN ISLAND DETECTABLE WARNING SURFACES ARE 2.0' X 6.0' UNLESS OTHERWISE NOTED PEDESTRIAN ISL.AND DECORATIVE STAMPED CONCRETE FINISH (WIDTH VARIES) FEDERAL AID NO. STPUL-1131 {002 PEDESTRIAN ISi.AND J PEDESTRIAN SIGNAL AND PUSH SUTTON POL[ FOUNDATIONS SHALL BE CONSTRUCTED PER SIGNAL PLANS SHOWN HERE FOR REFERENCE ONLY PEDESTRIAN ISi.AND DECORATIVE STAMPED ---------i ------'l~---r----PATHWAY CONCRETE FINISH -I 6" MIN. (WIDTH VARIES) C£MENT CONCRETE TRAFFIC CURB (NON-MOUNTABLE) PER WSOOT STD PLAN F-10.12-02. WHITE PAINT SHALL BE APPLIED TO THE EXPOSED TOP AND FACE OF CURB ALONG PERlt.lETER OF PEDESTRIAN REFUGE ISLAND. 4 SEE SIGNAL PL.ANS FOR LOCATIONS OF PEDESTRIAN SIGNAL AND PEDESTRIAN PUSHBUTTON POLES. DISTANCE BETWEEN PUSHBUTTON AND EDGE OF PEDESTRIAN ISLAND PATHWAY (FACE OF CUR6) SHALL NOT EXCEED 10". FINAL LOCATION SHALL BE APPROVED BY CITY OF RENTON TRANSPORTATION DEPARTMENT REPRESENTATIVE ISLAND B POINT TABLE -N 41\i ST POINT STATION OFFSET RADIUS FLOW LINE ELEVATION ' 23.+64.0J JJ.21" RT ' 2J.+64.4J 30.00· RT " ' 23+6B.OO Jo.oo· RT • 30.75" RT O 75" J1.40" 2H6!1.74 5 23+68.74 33.64" RT 6 23+68. !2 34.57' RT 1.0· 31.45" T 23+65.B1 JS.SJ' RT 23.+-64.BJ 0 75' 31.50" ' 35.lJ' RT 9 23.+-67.70 42.06' RT rn 23+68. 10 0.75' Jl.55' 41.08' RT " 23+70.69 40.00" RT 3.o· 31 .so· " 23+73.39 40.2!" RT " 2J+7B.B0 43.47" RT 0 75• 31 4-0· " 23+79.06 44.49" RT " 23+75.95 50.84" RT 2.5" " 23+71.24 50.59" RT " 23+ 74.74 30.75" RT " 23+75.50 0.75' 31.35' 30.00' RT " 23+67.22 30.00' RT " 23+87.27 32.57" RT 1.5· " 23+83. 17 36.22" RT " 23+82. 19 36.51" RT 0.75" 31 JO" " 23+75 38 34.38" RT " 23+74.74 1.0· 31.40" JS.45' RT SEE SG SHEETS FOR POLE LOCATIONS PS OR PPB POLE FOUNDATION PER SG SHEETS ANO WSDOT STD PLAN J-20.11-02 1/4" PREMOLDEO JOINT FILLER {WHEN ADJACENT TO CEMENT CONC PEDESTRIAN ISLAND PATHWAY) ISLAND C POINT TABLE '""' STATION OFFSET RADIUS ' ' 21 +94.7 1.0' RT ' 21 +95 5.0' RT 2.0· ' 22+95 5.0' RT 2.0· • 22+9~.4 1.0" RT 3 5 22+65 5.0" LT 6 22+32 5.0" LT ISLAND D POINT TABLE POINT STATION OFFSET RADIUS j ' 23+87 5.0' LT 2 23+87 s.o· 5.o· RT ' 24+67 5.0' RT • 24+67.3 4.0' RT 2.0· 3 , 24+30 5.0' LT N,S M. MACIAS NO J BEAN BY I DATE I APPR I ""'""" _,.,;_ THOMSEN ·== M. MACIAS '""'""'"""' ""'"'"""""""'-' REYIS•ON I ~~~ 6" CEMENT CONC PAVEMENT 4' MIN CSTC COMPACTED SUBGRADE R=1" CONTRACTION JOINT PER WSOOT STD PLAN F-J0.10-02 .; ~~: /-< ,.-: ; .. , ,-.., 1 / 4 • PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT CONG PEDESTRIAN ISLAND PATHWAY) SECTION C-C PEDESTRIAN REFUGE ISLAND TYPICAL SECTION SCALE: NTS SEE RS SHEETS TRAFFIC ISLAND SEE LANDSCAPE Pl.ANS (WIDTH VARIES) crnENT CONCRETE TRAFFIC CURB (NON-MOUNTABLE) PER WSOOT STD PL.AN F-10.12-02 SEE RS SHEETS ;.L.i..::.L.:::::L:,_ -. ... -...,-,,.;7, .. , ~ SECTION D-D TRAFFIC ISLAND TYPICAL SECTION SCALE: NTS ;R CITY OF RENTON Planning/Building/Pu bl. ,c Works Dept -,),"' '' {~ MA'i 1 4 /Q\:i (;iJ\ Pl ;'v~;, . CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET MISCELLANEOUS DETAILS ---MD3 A\-\N\N\N\NIAIA w ~ z ~ ~ ~ I I I I I ,f ~ I I . • t ti :.....~ .. __ ,_1~ ->~ ' go,;; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ NE 14 SEC 18, T 23 N, R 5 E, W.M. rlE~20~6 ·(:. '" · .. ~ ·-••• ••• <_ R/W -.... _ - . ' ~ >!,, '0 I ._ .-' --------\ ~J -------------. CJ %,,~~ .:~ h,~ ~ . . . • -"C-· ---=------ N a:: a 0 3:: a w w U) U) " + " ~ --- ~ ~. ~ '!,? J.;7 "' T __ 1~ LOG~N AVE fl! _ _ _ 17+00 __ --/--1 !'i+t'>O --------1---~ '7 ~ ----~;:; I r:E U) w ,;JZ ::J -~ ·-. "'< Perteet 206-436·051511-800-615-9901 505 5th Avenue S, Suite 300 Seattle Washin~ton 98104 I () •. ==:;:::j f- --~ ~ ' ~ "' ~ .......... ,... .................. = • ~'-.. ,. " t --~-'"" ---·--' . -7. / "" ,. ,.=:,.-... 5 • 5 .. . L___ ------=-------------~----------------"" --.. . ---.. --• • --• R/W • '• -y 'c-. ·-.sc -. -/ ·• ---- 1 ·~20' -W..«:.:~;;,, .. , ~ :R CITY OF M. JAIN RENTON J. BEAN -- 8' I DATE I APPR ~-n,01.1srn "''"'-""""' ~""'OM:'""' M JAIN --· Planning/Building/Public W orks Dept NO REVISION FEDERAL AID NO. STPUL-1131 _{002 CONSTRUCTION NOTES CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG ANO ABANDON EXISTING PIPE REMOVE AS NECESSARY REMOVE EXISTING PIPE. REMOVE EXISTING DRAINAGE STRUCTURE 0 0 0 0 0 © INSTALL SOLID LOCKING LID PER CITY OF RENTON STO PLAN 204 10 ANO 204.50 0 © INSTALL SLIP-IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM ENO or PIPE RECTANGULAR Bl~DIRECTIONAL VANED GRATE PER CITY OF RENTON STO. PLAN 204.30 WITH OPEN CURB FACE FRA~E PER CITY OF RENTON STD PLAN 203.00. GENERAL NOTES ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE. UNLESS OTHERWISE NOTED 2 ALL CATCH BASINS ANO INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20. UNLESS OTHERWISE NOTED. LOCATIONS or UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE P1P[ RUN. WATER LINE NOTES & FIRE HYDRANT ASSEMBLY PER CITY or RENTON STD. PLAN J10.1 & PLUG ANO ABANDON EXISTING WATER MAIN & CONNECT EXISTING HYDRANT TO PROPOSED 6"' WATERLINE .& RELOCATE AND RESET EXISTING HYDRANT ASSMEBLY LEGEND • ct 0 A >< }--{ y "" • D ---so--- ---w--- & CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FlLTERRA UNIT FIRE HYDRANT GATE VALVE BEND TEE CONCRETE BLOCK REDUCER STORM DRAIN PIPE WATER LINE PIPE PIPE REMOVAL WATER LINE NOTE 0 STRUCTURE CALLOUT @ CONSTRUCTION NOTE ___.., FLOW ARROW RIGHT-OF-WAY ~ MbY l 4 i'G'i': SCALE .,..-------. 20 0 20 !'f'r, , .... 140' FEET CITY OF RENTON LOGAN AVENUE N '.']_i\ N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PlANS DRl AI-\N\NININIAIA w ~ f 8 0 " " I ~, ~ et:: Cl c., NE 14 SEC 18, T 2.3 N, R 5 E, W.M. \._._ _ / ~-, _ ~ .-..;.;,~..-~-----------------------~----------,_ .·.. . ·····•·· __ ··· ~ 'I . • -L~"-------- .. ~ . ·• .: . y --'v c· ,~,-:,----~32~ ' "' -=c== .~ •. ~ 'k"G ... (S I') et:: Cl 3:: Cl w w (/) I.{) r-,. ,-;-r-+ . ···•· ... ~ __ 1!!_t!!Q__ _ LOGAN_ &'E.J'! _ ~ _ 20+00 _ ~ _ ~, __ ,~2 ~ ~J2 ,.i, l c., 3:: 22J Cl w w (/) 0 0 + + r-,. ~ ~ (/) w z ::::; ::c (.) ~ ::E 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ ~''"''<'-,-......-......-s..-....-.....-..-......,-· ----~ ~ -----I~ •... ~ a,,.. . . -°"' ' -J2 ,-.. . i=!: 1' . = (/) -;, I I ii W -..,.........__ n z ' a ~-------------------------------tR~ Perteet 206-436-0515 I 1-800-615-990• 505 5th Avenue $, Suite 300 Seattle. Washington 98104 NO 6 REV•SION M. JAIN ,~, J THOMS(N BS I DATE I APPR M JAIN 1 ·~20' -=--: . .:.~ .... ~ --"NJ._, ·--"°" ""'""'~'"'""'""' !R ::c u ~ ::E CITY OF RENTON Plonn;ng/Building/Publ;c W k or s Depl FEDERAL AID NO. STPUL-1131(002) CONSTRUCTION NOTES 0 (j) CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG AND ABANDON EXISTING PIPE REMOVE AS NECESSARY REMOVE EXISTING PIPE REMOVE EXISTING DRAINAGE STRUCTURE. 0 © 0 © INSTALL SOLID LOCKING LID PER CITY OF RENTON STD PLAN 204-! 0 AND 204.50 0 © INSTALL SLIP-IN STYLE INLINE CHECK VALVE PER SPECIAL PRO~SION 7-20 AT DOWNSTREAM ENO OF PIPE RECTANGULAR Bl-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PlAN 203.00 GENERAL NOTES 1. ALL STOR~ SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED 2. ALL CATCH BASINS ANO INLETS SHALL HAVE A VANED GRATE PER CrT'f OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. WATER LINE NOTES & FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310 1. & PLUG AND ABANDON EXISTING WATER MAIN & CONNECT EXISTING HYDRANT TO PROPOSED a·• WATERLINE & RELOCATE ANO RESET EXISTING HYDRANT ASSMEBLY. LEGEND • CATCH BASIN TYPE 1 () CATCH BASIN TYPE Cl FILTERRA UNIT A FIRE HYDRANT K GATE VALVE ,-{ L, BENO >-'< TEE • CONCRETE BLOCK D REDUCER ---so---STORM DRAIN PIPE ---w---WATER LINE PIPE PIPE REMOVAL & WATER LINE NOTE 0 STRUCTURE CALLOUT 0 CONSTRUCTION NOTE -FLOW ARROW RIGHT-OF-WAY ~- ~ MA'i 1 4 /:F', SCALE 20 FEET CITY OF RENTON LOGAN AVENUE N C,,S''' ~ \ ~ ~l'j\f·.,·, N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS DR2 AI-ININININIAIA Ll , < z g ~ " NE 14 SEC 18, T 23 N, R 5 E, W.M. STA=23+51.02 (2.49' RT) 12"-11 ~· BEND (MJxMJ) CONCRETE BLOCK STA=23+25 (23.93' LF') ----- REPLACE DAMAGED SECTION OF 12" DIAM. PIPE (APPROX. 4 LF) '.· .. ·-. '·iii ., tJ~ . 1·,- :11!: :" :,; ~' '·~ ';;· N ~QQ 23· a::: ------:::::, Cl ~ Cl G'.l ~ ----.. -~~ (/): ·-'~ §L\~' 6 .. ~--· 0 + N N STA=23+24.:;26. (57. lO' ~ (/) w z _J I ~ ::::. 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIC 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-0515 11-800-615-990 505 51h Avenue S, Suite 300 Seattle. Washington 98104 SE 14 SEC 7, T 23 N, R 5 E, W.M. CUT IN STA=23+51.02 (34.77' 12"x12" TEE (FLxFL) 3-12" GATE VALVES (FlxMJ) 2-12" SLEEVES (MJ) CONCRETE BLOCK LT) ------------~~-~~~-L~~-------~ _:..:; ... 12" WATER J: ·-/, _ .. ,\-' ,.., . ~.' ~ ., .. ~- :U· 6 ---------------------c-~~L-=-___..::. 3 :'; - 4$4 "·-----cc--=------i ·if'----...__1__. ·~ ~ I QGAN AYE. ~OQ __ ,_ --T ---·--16:j:QQ..._ -~ ... ______________ .,J ,-.... a,: NO STA=23+63.90 (45.36' LT) 12"x8" TEE (FLxFL) 8" GATE VALVE (FLxMJ) RE'l•SI0/..1 " ,, l DATE I APPR Cl C, ~ /·' w ~ r ~ I 1 __ ·--~1t1 -. r ··-···· ... . • LI) M. JAIN '"" I J. THOMSEN -· M. JAIN ---\_~~:----- 1 "=20" -~..;,-,ll&}/1 .. , ;R ~- N + <O N ~ w z ::J I u ~ ::::. CITYOF RENTON ~ """'""""' I ~..,. ot,[""'" Planning/8uild1ng/Publ, W c orks Dept _...,,_, FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES 0 @ CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG AND ABANDON EXISTING PIPE REMOVE AS NECESSARY REr.lOVE EXISTING PIPE REf.!OVE EXISTING DRAINAGE STRUCTURE 0 0 0 © INSTALL SCUD LOCKING LIO PER CITY OF RENTON STD PLAN 204 10 AND 204.50 0 © INSTALL SUP-IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM ENO OF PIPE RECTANGULAR 81-QIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTEO 2. ALL CATCH BASINS ANO INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. WATER LINE NOTES & FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310 1 ~ PLUG ANO ABANDON EXISTING WATER MAIN. & CONNECT EXISTING HYDRANT TO PROPOSED 8"' WATERLINE & RELOCATE AND RESET EXISTING HYDRANT ASSMEBLY. LEGEND • (j D A " :i--<: y "" • D -------w--- & 0 0 - CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FILTERRA UNIT FIRE HYDRANT GATE VALVE BENO TEE CONCRETE BLOCK REDUCER STORM DRAIN PIPE WATER LINE PIPE PIPE REMOVAL WATER LINE NOTE STRUCTURE CALLOUT CONSTRUCTION NOTE FLOW ARROW RIGHT-OF-WAY ~ MAY 1. 4 lJli SCALE .,. ........ . 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS DR3 AI-ININININIAIA w I B ~ C SE 14 SEC 7, T 23 N, R 5 E, W.M. ' ' _\..~-',--c--c .• ~ ·./ R/W L--------------" L -4~---~==.c..·~~~~===:c==·=:=: -~ __________ .:c.__________ ------ _:--- -;-W~ ::-:.~:;:.;.. ~ .. --1::'.) a ---> ..... ' , ;Y; :~ ~. Lu Lu (/J lf) ~ ~,, . . LOGAN A_V.E N -------_ ..JZt_oo ___ -,-_· __ · ~ ___ 2!t.QQ__ _ ~,=--~=~==-----~---_~2""9+oo _ ~ + CD ~ --~·--:-~-------~Cr"---,~·--·.-·.~;:~~ ·c:. .,; " ~ e. _____ , .... __ - --·":"\._' ------. ---·-~-----==~~--;------------------------~~~------ Lu 2 :J :r: j 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990· 505 5th Avenue S, Suite 300 Seattle, Washington 98104 NO REVISION s, \\ STA=30+04.49 (44.62' RT) 12"XS" TEE (FLXFL) 8" GATE VALVE (FLXMJ) 1 ·=20· M . .JAIN J BEAN I ··= I DATE I APPR __:,· THOMSEN ""'U..""'-< ~""'-"'°' M. JAIN """""'-' •,o~~ l');t:O!!..--·-- LO Cl'.: D c., 3 D w w (/) 31---:t------..::.__j g + 0 --- -~·~~"'i', .. , ® t'") <( ,, J\- ,c,>,j ,,_0-._ I (/} ·sTA=30+ 12.28 ±.o.(43.74' RT) w z :J I (.) ~ ::;; ;R CITY OF RENTON Plonning/8uilding/Pub1; W c or!<.s Dept FEDERAL AID NO. STPUL-1131(002 CONSTRUCTION NOTES CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG ANO A8AND0N EXISTING PIPE RrnovE AS NECESSARY REMOVE EXISTING PIPE. REr.10\/E EXISTING DRAINAGE STRUCTURE 0 0 0 © © © INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10 ANO 204.50 0 © INSTALL SLIP-IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE RECTANGULAR SI-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURS FACE FRAME PER CITY OF RENTON STD PLAN 203.00. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED 2. ALL CATCH BASINS ANO INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STO. PLAN 204.20. UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN WATER LINE NOTES & FIRE HYORANT ASSEMBLY PER CITY OF RENTON STD. PL.AN 310 1 & PLUG AND ABANDON EXISTING WATER MAIN & CONNECT EXISTING HYDRANT TO PROPOSED 8" WATERLINE .& RELOCATE AND RESET EXISTING HYDRANT ASSMEBL Y. LEGEND • CATCH 6ASIN TYPE ct CATCH 6ASIN TYPE 2 D FILTERRA UNIT ,. FIRE HYDRANT >< GATE VALVE .,_;: ca BEND .,. TEE • CONCRETE BLOCK D REDUCER ---so---STORM DRAIN PIPE ---w---WATER LINE PIPE PIPE REMOVAL & WATER LINE NOTE 0 STRUCTURE CALLOUT 0 CONSTRUCTION NOTE -FLOW ARROW -------RIGHT-OF-WAY h:'1:. -;I:. .. M!1Y 1 4 2015 SCALE .... -------. 2aL 1i~ k 20 0 FEET .)1 . ' '\; . CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS DR4 AI-ININININIAIA w ~ 2 a " " SE J4 SEC 7, T 23 N, R 5 E, W.M. ___ ..,.._ _______ _ ------------- ,--~~-----.. LR/W .. --~--,-,----~~-',-tl --~ ___ _'.:j_ ------:---...,..,...-------- <O a::: a ..,. a::: a (.!) ~ a w w (/) __ / / :,·'<-' ·1 30'---------------~-c-- 7 ,rA :n+oooo c11.11· RT 8" TEE (MJxMJ) W/ CAP & CONCRETE BLOCKING \r:..: 2087 \: / , __ J!tQQ ___ ~ _ ___!:Q_~ A~EN.,_ 32t00 _ ~ __ ,,h.00 ··-------~ :r: I " ~ ::E 90:,/; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINE"SS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ /,.· ' ,:· ".± /'• ,t,,;'•', Perteet 206-436-0515 t 1-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 9 NO rX. WATERLINE TO REMAIN REVISION " I DATE I AP-'R "· TA 34+ 19.90 (17.24' RT 8" TEE (MJxMJ) W/ CAP & CONCRETE BLOCKING RT) EXTEND EXISTING PIPE TO NEW STRUCTURE "\--~; ---~----- · .. o· -;k""' \ ··'"'""'"'-:·1 "' 's_,/ ··,/· (.!) 3:: a w w (/) LO r-- + st "' ~ w z ::::; :r: (.) ~ ::E TA-34+19.98 (26-33' RT 8" TEE (MJxMJ) W/ CAP & CONCRETE BLOCKING l "=20' _,_~·:,.;.,"i',., ;R CITY OF -M JAIN J. SEAN ® ~00 .. _ _;:,· THOt.15£!',I RENTON .,,,,u._, M JAIN ~..,.-..... '°"'"''°"""""' Plonning/81.1,lding/Public W ork~ Qept FEDERAL AID NO. STPUL-1131{002 CONSTRUCTION NOTES CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG AND ABANDON EXISTING PIPE RD,,IOVE AS NECESSARY REMOVE EXISTING PIPE RD,,IOVE EXISTING ORAINAGE STRUCTURE. 0 0 0 0 ® © INSTALL SOLIO LOCKING LIO PER CITY OF RENTON STD. PLAN 204.10 AND 204.50. 0 © INSTALL SLIP-IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM ENO OF PIPE RECTANGULAR Bl-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 W1TH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00 .. GENERAL NOTES 1 ALL STORM SEWER PIPE SHALL BE SCHEOULE A SMOOTH INTERIOR WALL STORM SEWER PIPE. UNLESS OTHERWISE NOTED 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANEO GRATE PER CITY OF RENTON STD. PLAN 204.20. UNLESS OTHERWISE NOTED J LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4 THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. WATER LINE NOTES & FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310 1 & PLUG ANO ABANDON EXISTING WATER MAIN & CONNECT EXISTING HYDRANT TO PROPOSED 8" WATERLINE & RELOCATE AND RESET EXISTING HYDRANT ASSMEBLY. LEGEND • CATCH BASIN TYPE 1 () CATCH BASIN TYPE 2 D FlLTERRA UNIT A FIRE HYDRANT >< GATE VALVE ,--{ Cj BEND '" TEE • CONCRETE BLOCK D REDUCER ---so---STORM DRAIN PIPE --w--WATER LINE PIPE PIPE REMOVAL & WATER LINE NOTE 0 STRUCTURE CALLOUT 0 CONSTRUCTION NOTE -FLOW ARROW RIGHT-Of-WAY M(Y j~ )_ 1··1 "i ,;._) "t: I ~ ,, SCALE 'j/'.·.······ 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS DRS A\-\N\N\N\N\A\A / ' I I "' I , , ) 1' I , ;- / ' SE 14 SEC 7, T 23 N, R 5 E, W.M. tii ~ I 1 I I I I I if ! \ \ -.1 \1 . '·,, ·t.J. ' "-·, ··., ·-', . lCJ a:: Cl c., ;;:: -"--I , ------~ I ________ s-=--__, ;;;_.:..-- . c:--- Cl I'"--· ,--· :,.· z -,,, -- ) ''"-< ' -----------------:-_----: \\ . ,. ,...._ , L/W ---- /~(,:, , ',,,__ ---------.. "<'·, ,·-~ -----~>,"\:::; w ~ ..... -····-~, ~ . -.· -: ---. . ,d . -T.-~-.·-·~ -----------" . , .. P::(.:;;ii; .... ·.'.-, · .. :.. •• ---c-· --+ -' •. • -cc . --v . --.·,-;,: ,,; /W : -~ ,:,---. . ;(,<,; . _J-~ ''''*' ~ ' -: --' 'c ,:_; ' • ·! / ,'~ ·-. ---' ---------, , ~ ~ _ 35too _ ~ _ ~ ___ 36t,OO ______ LOGAN7 AVE N _ lliQQ_ _ ~ _ ~ _ ~ _ ~@ __ ,,_ __ ;'< ~ _ ~ -~ ,,. z •• 'V , ct "co ·1 / -.• , "-· w , 1· ', ; /, ' ~. ~ z ., ' r , ' ~ . 1 u ' .. ~ I < I ' I ' . I ~ ' I I • 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIC 800 424-5555 ' I I I Perteet l t ' i I I 7 ! 'f· .. NO PROPOSED DRAINAGE PLANNED OR ON STORM WATER WORK THIS SHEET. "' JA•N 1"=20' -icoiiiL-:-.... -,..-,7, .. , J. BEAN ;R -·· -__,_,_ CITY OF RENTON ~ 206-436-0515 t 1-800-615-990' 505 5th Avenue S. Suite 300 Seattle. Washington 98104 -,;,· THOMSEN ~".:;';.,.=;-,i;, ~ P•or,ning/B~ilcJ,ng/Publ·c W • orks Dept UTILITIES UNDERGROUND LOCATION CENTER NO I REVISION I s, I DATE I APPR M. JAIN w,.,:;c<_, FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES G @ CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG AND AB.a.NOON EXISTING PIPE REMOVE AS NECESSARY REMOVE EXISTING PIPE REMOVE EXISTING DRAINAGE STRUCTURE. 0 0 0 © INSTALL SOLID LOCKING LIO PER CITY OF RENTON STD. PLAN 2D4 I 0 AND 204.50 (i) © INSTALL SLIP-IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM ENO OF PIPE RECTANGULAR Bl-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD PLAN 204.JO WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00 GENERAL NOTES 1, ALL STORM SEWER PIPE SHALL BE SCHEDULE A St.lOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED 2. ALL CATCH BASINS ANO INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STO. PLAN 204 20, UNLESS OTHERWISE NOTED 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. WATER LINE NOTES & FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN Jl0.1. & PLUG ANO ABANDON EXISTING WATER MAIN & CONNECT EXISTING HYDRANT TO PROPOSED 8" WATERLINE & RELOCATE AND RESET EXISTING HYDRANT ASSMEBL Y LEGEND • CATCH BASIN TYPE 1 () CATCH BASIN TYPE 2 D FILTERRA UNIT A FIRE HYDRANT K GATE VALVE }-{ ~ BEND ..L TEE ~ CONCRETE BLOCK D REDUCER ---SO-STORM DRAIN PIPE ---W---WATER LINE PIPE PIPE REMOVAL & WATER LINE NOTE 0 STRUCTURE CALLOUT @ CONSTRUCTION NOTE -FLOW ARROW RIGHT-OF-WAY •J i ': ·-(' MAY I 4 /UI: SCALE .......... -. 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N f" 4U N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS ;\· 1:- -· DR6 A\-\N\NININ\A\AI I w > < " ~ ~ " SE }4 SEC 7, T 23 N, R 5 E, W.M. -a .. ...,.., .. ----> -----------~ ' ~ ---------- I I "---I --,-J C: ~ I I I I I I I I I I I I I I I ~ !11 .,. t is Q) " ' -__ \_.___ -----------:'' ,', ' ,.~ '1 -------" ----'; ----/W /: --I ---(' ,-, ----r-,. --,--' -0 --' --s: I _,/ ' >-( ~:,~ ~~°"" I -. / / '/ 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 NO PROPOSED STORM DRAINAGE OR WATER WORK PLANNED ON THIS SHEET. -· 1,1 JAIN J. 8E>N ~- REVISION BC I DATE I APPR __:,_· THOMSEN M. JAIN NO Y:: f'·. I ....:._;:. ' 1 "a.20· 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 ' ' ', ' ' " ' " ' ' ' ' -=:-:..:,,.,., .. , ;R CITY OF RENTON ~ Plonnir>g/Bci,lding/Pcibl,c W orks Dept. FEDERAL AID NO. STPUL-1131 {002 CONSTRUCTION NOTES CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG AND ABANDON EXISTING PIPE REMOVE AS NECESSARY REMOVE EXISTING PIPE REMOVE EXISTING DRAINAGE STRUCTURE. 0 0 0 © 0 © INSTALL SOLID LOCKING LID PER CITY OF RENTON STD PLAN 204 10 ANO 204.50 0 © INSTALL SLIP-IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE RECTANGULAR Bl-DIRECTIONAL VANED GRATE PER CITY OF RENT0"1 STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203 00 GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED J. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE . 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. WATER LINE NOTES & FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN 310.1 ~ PLUG AND ABANDON EXISTING WATER MAIN & CONNECT EXISTING HYDRANT TO PROPOSED 8"" WATERLINE & RELOCATE AND RESET EXISTING HYDRANT ASSMEBLY. LEGEND • () D II. >C r{ y e< • D ---SD--- ---w--- & 0 0 - CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FILTERRA UNIT FIRE HYDRANT GATE VALV€ BENO TEE CONCRETE BLOCK REDUCER STORM DRAIN PIPE WATER LINE PIPE PIPE REMOVAL WATER LINE NOTE STRUCTURE CALLOUT CONSTRUCTION NOTE FLOW ARROW RIGHT -OF -WAY '-----------_JMAY} 4 ZIJ'1: SCALE .,. ........ , 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N ,o N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS --· DR7 AI-ININININIAIAI I , < z go,.; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER I') 0::: Cl c., 3:: Cl ~ 0 N ~ IJ.J z ::J I u ~ ::;;; I I I I SE J4 SEC 7, T 23 N, R 5 E, W .M. °J{ I I I I I " I "·"' i \ / --~, __J "' ...... '---- -.;,. { .,/ )!// ~·~-./ I :'; I I.' .• I 1-R/W fJ-:1 I '\If~·, ~ -~:is: --T;:_.,.· ------__ STA-202+49.82 (9.39' LF ~-• . ~ CONNECT TO EXISTING 6 WATER :::::..__w~w 12 w01 . -W. ' : 6"x6' TEE (FlxFL) oo N 4TH ST ·· .. ----~~,-.;.,.___ ------7 -----.. c~j· l I I I I -1 I ·-- "-I ;I, 2-6~ GATE VALVES (FlxMJ) 202+00_ ___ .·-, -., : ·" _ ·_'..· 1-12"x6" REDUCER (MJxMJ) + --.--•----~ -:~-...... _:4"-1-6" GATE VALVE (FLXFL) • -. ·-:r 2-6" SLEEVES (MJ) · .. ·"=~ .. ,; "J \. z w ~ l;i ,r~ : ···.·.~7------ 1 Ri~ I :1 !.i. '·I ··1 L ___ :_ _ _:: ___ ~, z a:: ::, ID I i" '1 I I I I I I I I I LINE ~ Perteet 206-436-051511-800-615-9901 505 51h A\lenue S, Suite 300 Seattle. Washington 98104 NO REVISION BS I DATE I APPR M. JAl'l , ··=20· -=--·:..:..,,-,, .. , ,= ® !R CITY OF THOMSEN --I RENTON ., ....... _. ·--- M J/>JN OCN.J:N:<"""""'-< Plorrn;ng/Build;ng/Puttlic W orks Dept. FEDERAL AID NO. STPUL-1131 {002 0 @ CONSTRUCTION NOTES CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE PLUG ANO ABANDON EXISTING PIPE REMOVE AS NECESSARY REMOVE EXISTING PIPE. REMOVE EXISTING DRAINAGE STRUCTURE 0 0 0 @ INSTALL SOLID LOCKING LIO PER CITY OF RENTON STD. PLAN 204.10 AND 204.50 0 @ INSTALL SLIP-IN STYLE INLINE CHECK VALVE PER SPECIAL PROVISION 7-20 AT DOWNSTREAM END OF PIPE RECTANGULAR Bl-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00. GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL STORM SEWER PIPE. UNLESS OTHERWISE NOTED 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20. UNLESS OTHERWISE NOTED 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. WATER LINE NOTES & FlRE HYDRANT ASSEMBLY PER CITY OF RENTON STD. PLAN JIO 1 & PLUG AND ABANDON EXISTING WATER MAIN & CONNECT EXISTING HYDRANT TO PROPOSED a·• WATERLINE & RELOCATE AND RESET EXISTING HYDRANT ASSMEBLY. LEGEND • ct D ,., >< ,-{ y '" ~ D ---so-------- & 0 0 - CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 FILTERRA UNIT FIRE HYDRANT GATE VALVE BEND TEE CONCRETE BLOCK REDUCER STORM DRAIN PIPE WATER LINE PIPE PIPE REMOVAL WATER LINE NOTE STRUCTURE CALLOUT CONSTRUCTION NOTE FLOW ARROW RIGHT-OF-WAY Mf,,\I 1i 4 ·;111i: · ,1-,:,,, .i ,.,.' 1".l SCALE ........... 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 4C N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS DR8 AI-ININININIAIA I ~ < z B I 0 • " I = HORIZ.=1":20' YERT.=1"=5' 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUS1NESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ 40 I . . . . . I 35 1 · r ~~~~O~D GRADE ALONG LWLINE [ EXISTING GR.A.DE ALONG WEST FLOWUNE ----·-----c_ __ -------~;__:~_:_·_:_·_:_·.:_ ~ ~---~---~~L~-~--- FEDERAL AID NO. STPUL-1131 (002 GENERAL NOTES 1. WATER LINE PROFILES TO BE PROV1DED ONCE POTHOLES ARE COr.lPLETE. 401 2. EXISTING UTILITY INFORMATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE. ,. THE LOCATION OF ALL PROPOSED CATCH BASINS, INLETS, ANO MANHOLES ARE 351 MEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED. ' EXISTING CATCH BASINS AND "4ANHOLES ARE I 30 [\Lr,r,G ry:i:: :1 MH-48"' O);,_:.A src1=1S~::,s.cs: 2s.ai LT,: I Ri~1<)C, --+r-,· ------,---~ 30 MEASURED TO THE CENTER OF STRUCTURE. 5. FILTERRAS ARE CALLED OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE 25 Ri' E~---\ .id,-;'.'~ ~-(s,p.;:-AS ·1t;;.:2<fo4·· (E) l[--'-24. (i,'l.E:) E'·!C.Tl'J!_; f'.!f-'[ If~.:<: 'l-::-Ir.·, r ·l'.,lli'<C f-'!e-'f- l[-~24 -:i~ (sw,: EY sw,,_: F1t'E I I j .!.. -·-.j" .. c:cc:C.C~~~I I 1 1 I I .... ~:': --j ~ I : 67 LF 24• SD OD45" ) l 0 40 35 30 25 ----~~-----------j-1 \ --~---~--------- 20 35 30 25 20 15 Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washin1ton 98104 15+00 ,o REVISION I I I I I SA"4[ -STRUCTURE _J r. ---, ----. ---, I I I ...:...~----r EXISTING GRADE ALONG EAST FLOW LINE ---'-______________ ........ ------- 73 LF 24~ so: 00.41% 186 LF 12" Sd @0.44% ·O~------,------c-i 16+00 17+00 -1"~20· I,. JAIN -=-:,.:,,-,,.,, ,~ ;R -- PROPOSED GRADE ALONG EAST FLOW LINE --- ~ CITYOF RENTON ® --J. Tl-<OMSEN """"'""'"' I ~"""""""" Plal"'ning/Build1ng/Publ1c W or~s Dept 8' I DATE I APPR "m, --· N 251 CL 0 c., 3: 0 w w Cf) l!) r-- + r-- ~ ~ Cf) w z __J I u 1~ 35 :::;; 30 20 15 ELEVATION, SEE DETAIL SHEET DD1 CITY OF RENTON LOGAN AVENUE N :·~:-~: Mt,Y 1 4 zu·1s N AIRPORT WAY TON 6TH STREET DP1 DRAINAGE AND WATER PROFILE AI-ININININIAIAI l ' w ~ g ~ " FEDERAL AID NO. STPUL-1131 (002 = HORIZ.aa1"=20' VERT.=1"~5' go,: SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION ~ a.. 0 ~ 0 t::J 35 30 [: ~ 25 20 WEST FLOW LINE '2" f EXISTING GRADE ALONG ------------------------------------------------ 6 LF 8" :pyc c2.o,; LXl'.:,litlG ce I sri . .:...19'.+~6 is .f?lf.1.'-X;J:/ .. 1E<7 4fo \SE', 1[=27.46' (SW) 35 [: = 40 ~·~•' ~ .. T~nn .... .,T •~ CB f11 TYPE 1 $TA,;zo+s2:·;) (27.31 LT: RIM-31.55' IE=28.42' -1Q. . .... 1£=27.36' SW, NE) EXISTING 12" 35 ------------------------------------30 I~ :§ '" 40 ,:;; IW ..., 25la.. 0 (.!) 20175 ,, r'~ u..J u..J V>1 15 30 .3.5. I : 35 151~ I I I ~I ~ ~o! 0 0 + r-- ~ ~ 1/) u..J z ....J I ~ ::::. I I I I . 25 .3.0 I: : sAt.1E STRUCTURE L-----· ---------------_ ----.----~ I I ~l 4 LF aH pvc cs.a:,; I CB ·112 TY~c:2.:...~s~·D1AM. CB" r8 TYPE'2-'-4B""DIA!.!. . . --. 30 -RT-:) .. + N N ~ 1/) u..J z ....J STA=1B+24.96 (29.22: RT) STAo.20+0005 27.10 RT -Rll.4=31.3,5 RIM=3U,0 I Rll.4=32.07'. RIM,;31.78' IE=26.61 IE=-26.64 0 IE=:25.46' :1NE, SW) ' IE:26.21' INE, SW) 1- 35 I 1[=28.05' -SE) SEE SHEET DP7 /. PROPOSED GRADE ALONG IE=:27.34' SE) <( . . / : EAST FLOW LINE -[··. . EXISTING GRADE A.LONG . 35 """ EAST FLOW LINE · · .....::; . . I -! ' ~ . • . • ~ ~ I 30 _ 1:1 /llin\j ~ I I :~ ~ 30 175 LF ~SD 00.4.:m. 92 : LF 12" SO l!Q_.4~ 224 LF !£" S_Q_ C0.43:,;; 20 25 L_: __ 7 LF:12H PVC 00',4J:::l; 20 INFORMATION 15 15 18+00 19+00 20+00 21+00 CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet ·-1 ",,,20' -=:,ii'!!, .. , CITY OF M JAIN GENERAL NOTES WATER LINE PROFILES TO BE PROVIDED ONCE POTHOLES ARE COMPLCTE. 2 EXISTING UTILITY INFORMATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE ' 4 5. THE LOCATION OF ALL PROPOSED CATCH BASINS, INLETS, AND MANHOLES ARE MEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED. EXISTING CATCH BASINS ANO MANHOLES ARE t.lEASURED TO THE CENTER OF STRUCTURE FILTERRAS ARE CALLED OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE ELEVATION, SEE DETAIL SHEET 001. r 1")F · ,_. -1--- \,/ih'i l 4 •/ \\\~ i_, l,.J Crf\~ CITY OF RENTON LOGAN AVENUE N 800 424-5555 ~ 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle Washin.2_ton 98104 J BEAN w,= ® 9' RENTON N AIRPORT WAY TON 6TH STREET UTILITIES UNDERGROUND LOCATION CENfER REVISION w- BS I DATE I APPR _,,;:, THOMS(N """'"""--' ~--- M JAIN =-· Planning/Building/Public W orks Oept DRAINAGE AND WATER PROFILE NO DP2 AI-ININININIAIAI I w fl 8 a " " = HORIV=l":20' VERT.=1 "=5' 90% SUBMITTAL. CHECK PRINT NOT FOR CONSTRUCTION ~ CALL 2 BUSINESS DAYS BEFORE YOU OIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 35 LT) FEDERAL AID NO. STPUL-1131 (002 35 GENERAL NOTES 1. WATER LINE PROFILES TO SE PROVIDED ONCE POTHOLES ARE COMPLETE 2 EXISTING UTILITY INFORt.lATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE J 4. THE LOCATION OF ALL PROPOSED CATCH BASINS. INLETS. AND t.lANHOLES ARE t.lEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED EXISTING CATCH BASINS ANO MANHOLES ARE t.lEASUREO TO THE CENTER OF STRUCTURE. [ EXISTING GRADE ALONG WEST FLOW LINE 3~--------------------------------------------------------------------------------, __ -----: ______________ ..3D 5. FILTERRAS ARE CALLEO OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE ELEVATION, SEE DETAIL SHEET 001 NI 25 Cl.. 0 . 'v'' r-11 TERRA 111,m STA=23+19 14 (28.00' RT) Rl~"'30.98' • I I I SAME STRUCTURE I r-----------------~ Cl PROPOSED GRADE 1[=28.15' I .J·. I 3::: 35 35 0 35 I REMOVE EXISTING STRUCTURE AND EXTEND PIPE USING FLEXIBLE COUPLING w w I --------\ ' ' -Jo~-,-I I /DRJ" 30 30 en 0 0 + N N ~ en w z ....) I (.) ~I 35 :::;; L ~ 3u 25 20 15 25 SEE SHEET OP2 FOR PIP[ INSTALLATION Perteet 206-436-0515 I 1-800-615-990 505 5th Avenue S, Suite 300 Seattle, Washington 98104 wl ~I t,1 ~, ~, ~I ~, ~, 5 LF a· PVCOS o,; 25 25 8 LF 8" PVC cs.a,; l-_ EXISTING :1 a" SD I 1----- 1Ll;@ 6 LF 18" SD OD.5% EXISTiNG -TYPE 1 MH--4a··· biA°M.- STA-2:5+28.53 (23~99 LT) RIM=30.87' I I I wl "' ~I R 20 L--, I IE=27 . .J2' !W) l[:26.49' E) EXISTING 18" li:;=24.84' SSW) [;(1$TING __ 1;;r 1[=24:61' NNW) EXISTIN.G 12" al :,1 WI ,, ,---~ I CB (15 TYPE 2-48" ·DIAM. STA-2J+24.98 (27.10' RT RIM=J1 .17" 1[=27.60' ISW, NE) IE-27.92' E) SEE SHEET DPB IE:27.90' S) 23+00 "° I I I ---I -- t b -c, I ~TI : 1, Sl'A,;_23+77 79: (29. 10' RT). RIM=J1.J7' IE=27.B2' . ·stt· SHe:tt DP.ii FOR CONTINUATION PROPOSED GRADE ALONG EAST FLOW UNE I I I I I \.-;t 52 LF 12" SO 00 42lf. i IS-NS:, (:fj T,TL_,___:__J t'::~ti/0 ' .·l."-";:J· c- lE=29.26' 24+00 Y.. JAIN J. SEAN ~-J. Tr>OMSEN REVISION 8' DATE APPR -M. JAIN 95: LF B~ §0 0].55% , ·· .. 20· "''"'-"'"-" ~ ""'""'..,, =-, I I 011-----'1 n I 25 LF· 18" PVC 01.1% r;:s,;,:1Nt .:·:-,: 1 .Mr.1,-. .::.:,:· Al' ~f.<s.o..c':-':) L' •.S-'~ 4·J · C' Ri>,1=32 G'3' 1[72 7 y. (i: !f-•. / / . ;· I 'l) IE=27.12· .(sw) 25+00 -1:::::-·.:;:o.~-,, .. , :R CITY OF RENTON ® Plonning/Building/P,;blic: Work~ Dept 251v Cl.. 0 Cl 3::: 0 w w en Ii) N + <D N ~ en w z ....) I EXISTING GRADE ALONG : I ~ [AST FLOW LINE 35 <( 26+00 :::;; j 30 25 20 15 CITY OF RENTON LOGAN AVENUE N t·-~, ~-" l'\'r_: MAY J 4 1015 (~t}· i-'i.:' N AIRPORT WAY TON 6TH STREET DP3 DRAINAGE AND WATER PROFILE AI-ININININIAIA w ~ ~ 0 " " _}Q~---------------~------- I') a.. 0 ~I 20 = HORIZ =\"=20' VERT."'1"=5' 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION 0 w w Cf) u-i N + '° N ~ Cf) w z ::i ::c u ~ :::l: CALL 2 BUSINESS DAYS BE>ORE YOU DIG 800 424-5555 UTIUTIES UNDERGROUND LOCATION CENTER ~ 30 20 ~ 27+00 Perteet 206-436-0515 11-800-615-9901 505 5th Avenue S, Suite 300 Seattle. Washin1ton 98104 ,o WEST FLOW LINE • • [ EXISTING GRADE ALONG -----------~--------- 28+00 REVISION PROPOS£D GRADE ALONG EAST FLOW LINE 8> I DATE I APPR 29+00 M. JAIN '"" ~-TMOMSEN M. JAIN REMOVE "EXISTING - CATCl-i BASINS 30 11 _j Ir=-~--~ l,J 1. • _ __J REMOVE OR ABAND0~0 y-: LoNN~CT .Ex1s11NG PIPE EXISTING PIPE I TO NEW CATCH BASIN 20 i [__b~:~~~:~:6~~~;~~R~J 1 ~:'~~r,r! (W' ~: 'E-2f :~ :Ul· "' •1 "I WI ~I ~I I I l __ l I EXISTING GRADE ALONG I EAST FLOW LINE I C/'.,'ll;JG CE _j_4·_~.JS_ --wl :T'•.~:--9+57 27 12f, ",::;' ~CifA-0 .'.:: .tA' 1f>2.7A';' (E',_ 1 · I I 11 1°1 1 , ·-~20· -~·~.:..., ... , ~ _,_ "'W.""""' ~..,,""'""" --· 30+00 ;R CITY OF RENTON P•anning/Building/Pub•lc W k or s Dept 30 30 20 FEDERAL AID NO. STPUL-1131(002 I!) a.. 0 0 :3:: 0 w w Cf) 0 I!) + 0 I') ~ Cf) w z _J ::c ~ :::l: GENERAL NOTES 3 4 5 WATER LINE PROFILES TO SE PROVIDED ONCE POTHOLES ARE COMPLETE. EXISTING UTILITY INFORMATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE. THE LOCATION OF ALL PROPOSED CATCH BASINS, INLETS, AND MANHOLES ARE MEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED EXISTING CATGH BASINS ANO MANHOLES ARE MEASURED TO THE CENTER OF STRUCTURE FILTERRAS ARE CALLED OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE ELEVATION, SEE DETAIL SHEET DD1. ,:-•~ac ~ ,,I ( , ... \.lsf:'o'( \ 4 CI\>· :_ ,-•, ", ', '~, ~ \J I__:. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET DP4 DRAINAGE AND WATER PROFILE AI-ININININIAIA = HORIZ.=1"=20' VERT.=1"=5' 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424~5555 ur,uTIES UNDERGROUND LOCATION CENTER ~ 30 stl25 0... ---- 0 ~120 0 w w (/) 0 LC) + 0 "1 ~ (/) Rn. 'c~~~~ " ~ I \ ~I ~n~ -CX'SONG 8" SD= EXIS«NG CAJCH J ·BASIi>!· 30 25 20 REMOVE EXISTING CATCH BASIN I I ' I EXISTING GRAOE ALONG . WEST FLOW LINE INSTALL FLEXIBLE: COUPLING TO ATTACH NEW PIP[ TO EXISTiNG ·p1Pt: • 30 t L-' /'-L..:.._:___,.,,, f~ ~ I ----j,.d •25 ~---~-....:....:.... ~ • I I LJ 20 0 J··tp ·a-"· so· Qzo,i: " (2?,1.0.'. J:l:"'!} .. --------= .. 2;j ....... · · · ·"H·. __ 2Q_ I I -I -I ~ 4 LF :S" PVC a12:s% FEDERAL AID NO. STPUL-1131(002 30 251<0 0... 0 201~ 0 w w (/) LC) r-- + v "1 RT) : ~ (/) GENERAL NOTES 1. WATER LINE PROFILES TO BE PROVIDED ONCE POTHOLES ARE C@PLETE 2 EXISTING UTILITY INFORMATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE J THE LOCATION OF All PROPOSED CATCH BASINS, INLETS, ANO MANHOLES ARE MEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED. 4 EXISTING CATCH BASINS AND MANHOLES ARE MEASURED TO THE CENTER OF STRUCTURE 5 FILTERRAS ARE CALLED OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE ELEVATION, SEE DETAIL SHEET 001 w z _J I I I I I I I I I L . : SAME STRl.lCTURE ----:--------:----------: ----:----, ., ~I ~I ~I w I u !;j: l35 -:::. f EXISTING GRADE ALONG EAST FLOW LINE ------------------~----- 25 20 31+00 Perteet 206-436-0515 t 1-800-615-990 505 5th Avenue S, Suite 300 Seattle, Washington 96104 I I I L ________________ 'SA~E STRUCTURE ____ _ 32+00 ND REVISION " I DATE I APPR ---~----~· 33+00 -1,1 JAIN J BEAi< _..:,· TliOl,ISEN 1,1 JAIN I . t - I - I - I I .('. 1"=20' --.............. ~ ""'""'""" --· RT) t •' I I I I I I I I h 46 Lf \2" so 02.\% --~•I 34+00 ..... ,..., .... -...;·-,..-.,, .. , ;R CITY OF RENTON PROPOSED GRADE ALONG EAST FLOW LINE z _J I u !;j: :::. I 30 25 20 "" ('-' -, \-< C;,' \.l,h~ 1 4 cn-·j' { CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET )\\\~: ® Plonning/8uilding/Pub1· W ,c arks Dept DPS DRAINAGE AND WATER PROFILE AI-ININININIAIA; HORIZ.=1r=20' VERT.= 1 "1•'5" 3 1[)'3 0... Q 0b5 3:: Q w w120 (/) Ii) " + -st t') ~ (/) w z _J I () ~ :::;; 90% SUBMITTAL CHECK PRINT I NOT FOR CONSTRUCTION 35 .lQ 25 20 CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER 35+00 ~ Perteet 206-436-051511-800-615-9901 505 5th Avenue S, Suite 300 Sea1tle. Washin.2_ton 98104 PROPOSED GRADE ALONG [ EXISTING GRADE ALONG WEST FLOW LINE WEST FLOW LINE ------------------------~------------------------------------- NOTE: THERE ARE CURRENTLY NO STORM DRAINAGE OR WATER FACILITIES PROPOSED IN THIS AREA. PROPOSED GRADE ALONG EAST FLOW LINE . . : [ EXISTING GRADE ALONG --------------,--------------------------~:~:~ ~N: _ ---------------- 36+00 37+00 38+00 REVISION r.! JAIN 1"'=20' ~..::l"'.~"1 .. , J BEAN ~ 9' CITY OF -= BY I DATE I APPR _,,,;· THO .. SE~ "'"'-'"""' I RENTON ~--"""' '~, --· Planning/B~ildlng/Publ·c W ' orks Dept NO FEDERAL AID NO. STPUL-1131(002 GENERAL NOTES 1. WATER LINE PROFILES TO BE PROVIDED ONCE POTHOLES ARE COMPLITE. 2. EXISTING UTILITY INFORMATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE 3. THE LOCATION Of ALL PROPOSED CATCH BASINS, INLETS, AND MANHOLES ARE UEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED. 4 EXISTING CATCH BASINS AND MANHOLES ARE MEASURED TO THE CENTER OF STRUCTURE 5 FILTERRAS ARE CALLED OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE ELEVATION, SEE DETAIL SHEET DD1 ' \.I ·~ ..... \./If'-~ \ 4 ),c.·, Cf\\ CITY OF RENTON LOGAN AVENUE N ''.',., \"~I. .~ ,,,, ,-- N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PLANS DP6 AI-ININININIAIAi ,l z ~ 6 " " = HORIZ.: 1 ",,.20' VERT.:1•,,.5· 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU D1G 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ 35 -------~"""" --r '-,;,''_,,,,, .. _Of'I'-_ "' __ -__ r "",;;;"."if"~-,_ - 30 25 35 30 25 SEE SHEET DP2 FOR STRUCTURE INFORMATION 0 / / / 55 lf 12" so 01.0:,,; PROPOSED GRADE ALONG N JRD ST AT SOUTH FLOW LINE 99+00 Perteet --c_ I I I I I I I I I I I I 35 30 25 20 I SA"4E STRUCTIJRE L----------------, FLOW LINE [ EXISTING GRADE ALONG N JRD AT SOUTH I Rl FT1 J:~}°n~ ~2_ (:_4!~ ~T!_ _ _ _ _ _ 1(:28.60' ---------------·----'--- RT) 31 LF 12" SD 01.0% 4 LF a" SD G5 o:,,; (47.68' RT) 100+00 101+00 102+00 M. JAIN \"=20' -~:.~"'"' J. BEAN ;R -- --- CITY OF RENTON 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 ,._ _;:,· Tli01.15EN """--'=--< ~..,. '"''"'°' ® Plonning/8uild;ng/Public W ~ or s Dept so REVISION s• I DATE I APPR M JAIN --· 35 30 25 35 30 25 FEDERAL AID NO. STPUL-1131(002 GENERAL NOTES 1. WATER LINE PROFILES TO BE PROVIDED ONCE POTHOLES ARE COMPLETE 2. EXISTING UTILITY INFORf.tATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE 3. THE LOCATION OF ALL PROPOSED CATCH BASINS, INLETS, ANO MANHOLES ARE MEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED 4. EXISTING CATCH BASINS ANO MANHOLES ARE MEASURED TO THE CENTER OF STRUCTURE 5. FILTERRAS ARE CALLED OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE ELEVATION, SEE DETAIL SHECT 001 i:.· . '" ' i'< t:. :: ., ~/\'i \ 4 /1]1', {.:t\\' CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET -· DP7 DRAINAGE AND WATER PROFILE AI-ININININIAIA w ~ z ~ ~ " I = HORIZ.= I" =20' VERJ ... 1",,5' 90% SUBMITTAL. CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU D1G 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ 35 30 25 20 35 30 25 Perteet 206-436-051511-800-615-990' 505 5th Avenue S, Suite 300 Seattle. Washiniton 98104 PROPOSED GRADE ALONG N 4TH ST AT NORTH FLOW LINE PROPOSED GRADE ALONG ---------, N 4TH ST AT SOUTH FLOW LINE TYPE -1 ST.A.-200+61.24 (49.00' LD r EXISTING GRADE ALONG ijlM=.3.0,!:).f N 4TH ST NORTH FLOW LINE 1[=27.93' : -----_;. R a I I I I I I I L SAME STRUCTURE -----------_ I SEE SHEE.T OP3 FOR STRUCTURE INFORMATI0N ' ' ' I I I I I I 1-s------1'0 SEE SHEET -DP3 FOR STRUCTURE: INFORMATION RS 7 [ EXISTING GRADE ALONG : . -N 4TH ST AnOUTH FLOW LINE --'-~------,,------~-. : -'.""""-----:------ 35 30 25 35 30 25 jg LF 12~ Si:! 01.D~ (20.49' RT) 200+00 201 +00 NO REVISION " DATE APPR M. JAIN J. 8EAN =---J ntOM5[N -M JAIN 1"=20' 202+00 .... '%'.:,'::-.'.:"",;.,.,,,., ~ ;R CITY OF RENTON Plann,ng/Building/Public Works Dept FEDERAL AID NO. STPUL-1131 (002 GENERAL NOTES 1. WATER LINE PROFILES TO BE PROVIDED ONCE POTHOLES ARE COMPLETE. 2. EXISTING UTILITY INFORMATION TO BE INCLUDED ONCE POTHOLES ARE COMPLETE. 3. THE LOCATION OF ALL PROPOSED CATCH BASINS, INLETS, AND MANHOLES ARE MEASURED TO THE CENTER OF GRATE UNLESS OTHERWISE SPECIFIED 4. EXISTING CATCH BASINS AND MANHOLES ARE ~EASUREO TO THE CENTER OF STRUCTURE 5. FILTERRAS ARE CALLED OUT AT THE CENTER OF THE THROAT OPENING AT THE FLOW LINE ELEVATION, SEE DETAIL SHEET 001 r .,··· .. <.C\ ... ~ M/W 1 4 ?0',S (~'.\",;" Pi.Ai" CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER PROFILE DPB AI-ININININIAIA w , 1 ~ 0 " • + 12· I ,· I I,,~ ~ r-----------------------. SDR-35 PVC COUPLING CAST INTO PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) CURB (BY CONTRAC.OR)~ FLOW STATION, OFFSET AND RIM ELEVATION , j ,------ g ' (0 'o • • f-FLOW 1 w PLAN \SEW RECESSED TREE FRAME AND GRATE CAST IN TOP SLAB 8" TOP SL.AB CLEANOUT COVER CAST IN TOP SLAB PLANT AS SUPPLIED BY AMERICAST (NOT SHOWN FOR CLARITY) / GALVANIZED SEE LANDSCAPE / ANGLE NOSING PLANS FOR WHICH PL.ANT SPECIES TO USE ~ CURB AND GUTTER (TYP) "'"' • 1 6 1 . . / /. ~B;TRCE:TRACTOR) I I ~1 : ••.... ( l :·:;1 ,r _ _L ·I I __ ).,, INTERLOCKING JOINT N ' • .2 • • 1 8 ..,~ MULCH PROVIDED BY AMERICAST UNDERORAIN STONE PROVIDED BY AMERICAST ~ BARS o.c. FILTER MEDIA PROVIDED BY AMERICAST PERFORATED UNDERDRAIN SYSTEM BY Ar.iERICAST SECTION \SEW FILTERRA ® STANDARD UNIT .. • CAST-IN-PLACE DEPRESSED GUTTER ANO THROAT OPENING (BY CONTRACTOR) STANDARO 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) .~ ' . ·' f4 DOWEL BARS O 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALIJI.TION OF FIELD POURED GUTTER PRECAST BOX WALL N.T.S. . '::;' ·:'._·.-., ..... :\t;"/?·.:J./. ~4· PRECAST TOP SLAB 4-6" CLEAR THROAT OPENING ' ,:,.,;, ·"' THROAT PROTECTION DEVICE 00 NOT REMOVE -LEAVE IN PLACE UNTIL SITE IS STABILIZED ANO FILTERRA IS ACTIVATED IMPORTANT Mffl'IM._I_UST llli:ATA-ILEYA----1-1--0ftalll SECTION VIEW flLTERRA ID STA OFFSET LENGTH r,p[ FT1 100+50.::50, 56.54' RT 6.0' STANDARD FT2 20H6.19, 28.20' LT 6.0' STANDARD "' 23+19.14, 2B.OO' RT 4.0' STANDARD FT4 25+24.08, 28.08' LT 4.0' STANDARD FT5 34+05.J6. 28.00' RT 4.0' STANDARD NOTES: 1 THE UNIT SHALL BE PLACED ON A COMPACTED SUB-GRADE WITH A MINIMUM 6-INCH GRAVEL BASE MATCHING THE FINAL GRADE or THE CURB LINE IN THE AREA OF THE UNIT. THE UNIT IS TO 8[ PLACED SUCH THAT THE UNIT ANO TOP SL.>B MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB-GRADE MATERIALS TO 95'.IC or MAXIMUM DENSITY AT +1-21',; or OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB-GRADE SHALL B£ REPLACED TO THE SITE ENGINEER'S APPROVAL OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS AND LOCAL REGULATIONS 3. ONCE THE UNIT IS SET, THE INTERNAL. WOODEN FORMS AND PROTECTIVE t.lESH COVER t.lUST BE LEFT INTACT. REMOVE ONLY THE TEt.lPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX ANO TOP Sul.B. THE TOP LID SHOULD BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON-SHRINK GROUT, sum RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID HjQ BOARDS SEALED IN THE UNIT'S THROAT t.lUST NOT BE REMOVED. THE SUPPLIER (AMERICAST OR ITS AUTHORIZED DEALER) WILL REt.lOYE THESE SECTIONS AT THE TIME OF ACTIVATfON. BACKFILLING SHOULD BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL t.lAT'ERIAL UP IN 6" uns ON M.L SIDES PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WlLL RESULT IN A WATUITIGHT JOINT IN ALL INSTANCES, INSTALLATION OF FILTERRA• UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES", UNLESS DIRECTED OTHER'MSE IN CONTRACT OOCUt.lENTS 4. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH FlLTERRA UNIT 24" MIN. TRANSITION FROt.l STANDARD GUTTERn TO DEPRESSED GUTTER NORMAL FLOWLINE \ OF GUTTER \ .---- "' FLOW STANDARD UNIT RIM ELEVATION (GE) (CENTER SIDE OF OPENING) ,. _L_ USE RE'-IAINING OUTLET ~ PIPE KNOCKOUTS FOR TREE IRRIGATION AS REQUIRED 1 ·• EXPANSION JOINT (TYP.) TOP OF CURB ~ FLOW THROAT (ENTRANCE) ELEVATION FROM CENTER OF STRUCTURE AT FLOW LINE, SEE ORAINAGE PROFILE SHEETS BOTTOM OF CURB DEPRESSED GUTTER 4" THROAT OPENING 2" DEPRESSION (MIN) ELEVATION \SEW DEPRESSED GUTTER FLOWUNE FEDERAL AID NO. STPUL-1131(002) STANDARD FILTERRA UNIT OUTLET PIPE CONNECT 4" PVC (PRECAST IN FILTERRA UNIT) TO 8" CPEP WITH 4"~8" PVC REDUCER AND PVC X CPEP COUPLING TWO (2) -22.5" 8" CPEP CONNECT 8" CPEP TO BYPASS STRUCTURE fH TERRA CONNECTION JO BYPASS STRUCTURE DETAIL N.T.S. BYPASS STRUCTURE RIM ELEVATION AT FLOW LINE, SEE DRAINAGE PROFILE SHEETS \ ... ..,..,. '("' : .. t " ~· ~. ~ ,. \,. '" ' . Ml,\V 1 4 '."'1' (--I _. . , .. ,.1 "' go,:; SUBMITTAL CHECK PRINT STANDARD EJLJERRA THROAT OPENING N.T.S. (·. NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDE.RGROUNO LOCATION CENTER ~ Perteet 206-436-051511-800-615-9901 505 5th Avenue S, Suite 300 Seattle. Washin!!_ton 98104 N.T.S. -· '~, J. BEAN THOMSEN NO REVISION " I DATE I APPR t.l. JAIN NONE ~.::'\.l,,'1, ... ~ --· .. =-· I """'-""'" --· ;R CITY OF RENTON Plonning/Bwild,ng/Publ'c W ' arks Dept CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET DRAINAGE AND WATER DETAILS DD1 AI-ININININIAIA w > < z " ~ 0 • " NE 14 SEC 18, T 23 N, R 5 E, W.M. I I \/ '.l!:: I ::0 I "1) I % I \, ::E I I >'•·, ~ ,, I / ' ' I / .,'-"-I , ·,,",,,,. ·"-,. ', I I ''<.:::,".",,, / . ··,,. '-.. ' I ', '',, '•.,,~ '·--..':..:.-::.."::.~-~'---/ ~ I I .\ I l: !c-,;! ·~ /' -"-~-· N I (_) c., ~ 0 w w (fl 0 L() FEDERAL AID NO. STPUL-1131(002 CHANNELIZATION NOTES I INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD PL.AN HOOl INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD PL.AN HOO I INSTALL TWO-WAY LEFT TURN l.ANE LINE PER RENTON STD. PLAN H001. INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002 INSTALL LANE LINE PER RENTON STD. PLAN H002 0 0 INSTAf.L CROSSHATCHING PER RENTON STD PLAN HOOS WITH R.P.M SUBSTITUTION INSTALL EDGE OF ROAD LINE PER RENTON STD. PLAN HOOS WITH R.P.M SUBSTITUTION 8 INSTALL WHITE THERMOPLASTIC TURN MARKING PER RENTON STD. PLAN HOOS 9 INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD. PL.AN H006 INSTALL THERMOPLASTIC CROSSWALK PER RENTON STO. PLAN 127 INSTALL STOP BAR PER RENTON STD. PLAN HOOB. INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3 14 INSTALL THERMOPLASTIC EDGE OF ROAO LINE PER RENTON STD. PLAN HOOS @ INSTALL TYPE '"C" PRECAST TRAFFIC BLOCK CURB PER RENTON STD. PLAN H007. SIGN LEGEND CI)-NEW SIGN -----.:.. .------+---I """" A>E ~ ~ -·---~ -~ -__ ,_1tQO_. -.-. __ .. ~--•~-- ___._ __ _ -~Cl!! ___ ._,_ --·-·-+ r') LOGAN AVES -----" -------:-~---"----------~---7 Ill Ill SIGN STATION OFFSET WSOOT SIGN SIGN SIZE NO. CODE w (IN.) I H (IN.) t 11+48 45.8" RT R3-7R 30 I 30 90'1; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206---436-0515 11-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 SIGN SCHEDULE DESCRIPTION RIGHT LANE MUST TURN RIGHT ,o REVISION REMARKS MOUNT NEW SIGN TO EXISTING POLE " I OAT[ I APPR • 0 • 0 l .f ~ &~ Cj PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET 12+63 34.0' RT ,. t 12+63 11.3' RT 12+63 22.T RT 6. PQW(ll 1 "=20' ~:,,;,r;, ... , J BEAN ~ ~~· I -~ J T°'Ot.lS(N ·---· ~""'"""""" M t.1.0.CI.O.S __ , ~ ~ (fl w z _J I ~ ::::e ;R CITY OF RENTON [xx)((NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED '--(EXISTING LOCATION) _j__ -NEW SIGN j_ -EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL TWLT ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS 4. SIGNS SHALL BE LOCATED AT LEAST 2' FROM FACE OF CURB MOUNT SIGNS ANO SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20 10-00 FOR DETAILS. -SCALE 20 FEET CITY OF RENTON LOGAN AVENUE N <" L- 40 N AIRPORT WAY TON 6TH STREET l!•\"' 4 ·.11,•0 • W\P.1 l 1.d I~· Plan";ng/Bu;lding/Public W k or s Dept. CH1 CHANNELIZATION AND SIGNING AI-ININININIAIA l ' > < z ,::' ~ ()' :r:i ; f'1 ~ ffe ~ ~ # ;:;~ -_,----,-,---. J.•t.QQ.--+ .. (J1 0 (/) f'1 f'1 ~ G) () :r: ~ '· ' I I 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION STA 14+31 (4.6' II) NE 14 BEGIN DOUBLE YELLOW CENTER LINE 1 7.4' 12.8' 12.5' PRC STA 14+54· R-548.16" /34_9 LTI Pee STA 14+6J 17.0 LT r SEC I L._ 18, T 23 I I I /' N, R 5 E, W.M. ~.,,--..,-:----.-. ----CC~-======= ----·---. ----------- ,_ ---~ ___ 1!t.QL_ - LOGAN AVE N PT STA 16+53 17' LT. 6' LT. 6' RT. 17' RT & 28-Rf "'-·- -.-.-.-.-- -----17 0/ .. //A, ~. 0 11 · w w (/) 11 · ,LI)· r-.... ---1-,. ,+ ---,. r-.... ~ 11 · I ~ -lw 1~,·i: z :::; 11' s. P• BEGIN BEGIN 5 I 4+25 {4 4' IT DOUBLE YELLOW CENTER YELLOW CROSSHATCHING 'J LINE -, I R/W CD PC STA 15+11 (6 LT); Ra:200 MODIFIED RJ-8 SIGN DETAIL ~ a "'''f ----=------------------~ I .('< 0 @ (' MODIFIED t.18-101 SIGN DETAIL CIX:iI) TRUCK ROUTE ... MODIFIED R14-1 SIGN DETAIL 4 ® RENTON STADIUM ~ MODIFIED DB-301 SIGN DETAIL -----. --. --. ----,-;--- --... _, ·--......... _ LINE (2) ' ' FEDERAL AID NO. STPUL-1131.{002 CHANNELIZATION NOTES I INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN HOOl INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN HD01 INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002. INSTALL LANE LINE PER RENTON STD. PLAN H002. 0 0 INSTALL CROSSHATCHING PER RENTON STD PLAN H008 WITH R.P.M SUBSTITUTION INSTALL EDGE OF ROAD LINE PER RENTON STD. PLAN HD08 WITH R P.M SUBSTITUTION. a ~ 9 INSTALL WHITE THERMOPLASTIC TURN MARKINC PER RENTON STD. PLAN H008 INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006 INSTALL THERMOPLASTIC CROSSWALK PER RENTON STD. PLAN 127. INSTALL STOP BAR PER RENTON STD. PLAN HOOB. INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02. PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3. INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD PLAN HODB r.?, INSTALL TYPE ""C'" PRECAST TRAFFIC BLOCK CURB PER RENTON STD PLAN ~ H007 SIGN LEGEND 0-NEW SIGN g'(NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED '---(EXISTING LOCATION) --!--NEW SIGN -i -EXISTING SIGN GENERAL NOTES STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO MAST ARMS J. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS 4. SIGNS SHALL BE LOCATED AT LEAST 2' FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE SEE WSOOT STD. PLAN G-20.10-00 FOR DETAILS. SIGN SCHEDULE PAVEMENT MARKING SYMBOL SCHEDULE SIGN STATION OFFSET WSDOT SIGN SIGN SIZE NO. CODE W (IN.) H (IN.) DESCRIPTION REMARKS 2 14+57 47.1' RT R3-8 MOD 66 30 (LEFT ARROW) ONLY (THRU ARROW) ONLY (THRU ARROW) MOUNT NEW SIGN TO NEW ILLUMINATION POLE. ONLY (RIGHT ARROW) ONLY SEE MODIFIED RJ-8 SIGN DETAIL. THIS SHEET SYMBOL STATION OFFSET ~ 16+30 1.6" RT 1 7+00 1.9' RT 13+6J 35.0' RT M1"~ l 4 LO\'i 3 15+75 46.5' RT E8-101 MOO 36 54 (INTERSTATE 405 SHIELD) (UPPER RIGHT ARROW) MOUNT NEW SIGN TO NEW ILLUMINATION POLE SEE MODIFIED MS-IOI SIGN DETAIL. THIS SHEET ' 15+75 46.5" RT R14-1 MOD 24 30 TRUCK ROUTE (UP ARROW) MOUNT NEW SIGN BELOW SIGN NO 3. SEE MODIFIED R14-1 SIGN DETAIL, THIS SHEET. 5 16+85 44 O' RT ---SENIOR CENTER (RIGHT ARROW) RELOCATE SIGN TO NEW ILLUMINATION POLE 6 17+45 47.6' RT R3-5R 30 36 (RIGHT ARROW) ONLY INSTALL NEW SIGN AND POST ~ 14+65 J5.0' RT 15+67 J4.7' RT 16+6a J4.1' RT ~ SCALE 7 17+62 49 B' RT R10-6L " 36 STOP HERE ON RED (DOWN LEFT ARROW) INSTALL NEW SIGN ANO POST ····-- 23 14+57 47. 1' RT 08-301 MOO " 42 RENTON STADIUM (UPPER LEFT ARROW) MOUNT NEW SIGN BELOW SIGN NO. 2. SEE MODIFIED 08-301 SIGN DETAIL. THIS SHEET 20 D 20 40 FEET CALL 2 BUSINESS DAYS BEFORE YOU DIG ~ ~~~0!~~~615-990 -B POWELL 800 424-5555 -J. BEAN UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 J. TI-IO~SEN Seattle. Washington 98104 so REVISION BY DATE APPR -I.I. MACIAS -· """""'-"""'-1 "~20· _..._..., .. .,,, . ., ~ --I "°"',o:-.., ~ CITY OF RENTON Pionning/Building/Pub1,c Works Dept CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET CHANNELIZATION AND SIGNING CH2 AI-ININININIAIA I ;TA 18+02 (17' NE 14 SEC 18, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 (002) ENO LANE LINE STA 18+03 CHANNELIZATION NOTES END DOUBLE YELLOW CENTER LINE (6 LT END APPROACH LANE LINE (6' RT) STA 18+33 BEGIN APPROACH LANE LINE (52.5' LT. END APPROACH LANE LINE (72.5' LT) -----i SEE CHS FOR RENTON ( STADIUM CHANNELIZATION I INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD PLAN HOO 1 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD PLAN H001 INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002 (.'.) 3:: 0 w w (J") I (.) ~ :::a; END LANE LINE (17' RT) i.TLle.±1 STA 18+45 BEGIN DOUBLE YELLOW CENTER LINE (52.5 LT ENO DOUBLE YELLOW CENTER LINE (72.5' LT) I I ~ -~ _;/ ·J L L_/_L+~---=r------~.-~ -- 5 ' ' I LINE ==-]__----~-~----- 11' .... I (.) (.'.) 3:: 0 w w (J") (i) 0 8 ~ 9 INSTALL LANE LINE PER RENTON STD. PLAN H002 INSTALL CROSSHATCHING PER RENTON STD PLAN HOOS WITH R.P.M SUBSTITUTION INSTALL EDGE OF ROAD LINE PER RENTON STD. PLAN HOOS WITH R.P.M SUBSTITUTION INSTALL WHITE THERMOPLASTIC TURN MARKING PER RENTON STD. PLAN HOOS INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD PLAN HOD5 INSTALL THERMOPLASTIC CROSSWALK PER RENTON STD PLAN 127 INSTALL STOP BAR PER RENTON STD. PLAN HOOB INSTALL DOnEO EXTENSION LINE PER WSDOT STD PLAN M-2D.50-02 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3 INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN HOOS Q INSTALL TYPE "C" PRECAST TRAFFIC BLOCK CURB PER RENTON STD. PLAN ~ H007. J.L LOGAN AVE N : ] • .Jo i;---:-·t=-~-~-~-=r-~-~--,--21:f -·--~~~ SIGN LEGEND CZ)-NEW SIGN g (NEW LOCATION) EXISTING SIGN ASSEMBLY TO BE RELOCATED 11 • ~ '----(EXISTING LOCATION) (J") -!--NEW SIGN w ! I \ '. \\ I f< ~t1-----+1-t++-1-1 ----+-ti-\ \----11 3 rt ~11\ S:: 1,1 "I -i -EXISTING SIGN -----------y---- R/W (a ;TA l8±83 (S' RT 8EGIN DOUBLE YELLOW CENTER LINE PC STA 100+54 12' LT); R=35 PT STA 100+81 12' LT BEGIN WHITE EDGE OF ROAD LINE PC STA 100+54 (0 ): R=47 END WHITE EDGE -OF ROAD i.iNE -(2) BEGIN LANE LINE I OF ROAD LINE SIGN STATION NO. 8 18+23 9 18+53 ,0 18+84 " 19+35 SIGN SIZE OFFSET WSDOT SIGN CODE W (IN) H (IN.) 90.9' RT W4-6 36 36 55.3' RT W4-3 36 36 30.8' RT 32.0' RT I R2-1 30 36 .", TI.A 41 +_5_6__ _(§' R BEGIN YE:LLOW EDGE OF ROAD LINE (2 SIGN SCHEDULE DESCRIPTION (ENTERING ROADWAY ADDED LANE) (ADDED LANE) WELCOME TO NORTH RENTON SPEEO LIMIT 35 (.) ~ :::a; GENERAL NOTES STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL TWLT ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL 2 SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO tJAST ARMS 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4. SIGNS SHALL BE LOCATED AT LEAST 2' FROtJ FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE SEE WSDOT STD. PLAN G-2D 10-00 FOR DETAILS PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET REMARKS 17+77 1 9' RT ~ 19+08 1 9' LT 20+07 1 9' LT INSTALL NEW SIGN AND POST INSTALL NEW SIGN ANO POST RELOCATE SIGN TO NEW POST 21+06 1 9' LT MOUNT NEW SIGN TO NEW ILLUMINATION POLE 4 18+38 65.4' LT ~ 18+29 64.3' LT • --.. L~ END WHITE EDGE OF ROAD LANE ~ \') i-" 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ LINE Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 NO I REVIS•ON I 8' SCALE ·····-••••• 20 0 20 FEET ,_ B POWELL ,~, ""°""' J. THOMSEN I DATE I APPR -· M MACIA~ 40 00< 1 ·=20· ~-:..w. .. , ® I --I "'VU.""' ·"'"""'""" >Clt.(,C<Ol!DJ«>I.' ;R CITY OF RENTON Planning/Buildlng/Pvblic W orks Dept CITY OF RENTON LOGAN AVENUE N ',... \.1,/\'i 14 F,·, CH'1- t.i\/ N AIRPORT WAY TO 6TH STREET CHANNELIZATION AND SIGNING CH3 AI-ININININIAIA 1 ~ • z SE 14 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131(002 (.!) ~ Cll 11' LLI LLI U1 0 01 . + 11 N NI 11· ~ LLI z ...J I u ~ :::::E PC STA 2J+10 (6 LT); R=24 OF ROAD LINE £ND YHLOW EDGE OF ROAD LINE BEGIN YELLOW CROSSHATCHING I --------- @) fl l 6 BEGIN WHITE EDGE OF ROAD LINE LINE \ LINE ~ SCALE 12 I I LINE \ PT STA 23+43 8.1 RT \ \~ \ \ I I \ ,-- \ ------' \ \ I I I I \ \ 1\ I I ) ); /. • i BEGIN APPROACH LANE LINE END LANE LINE • ,r. LOGAN IAVE N _2,W!Q_ -~ - BEGIN l'WLTL LINE BEGIN YELLOW £OGE OF ROAD LINE TAPER STA 25+04 (6' RT ENO YELLOW EOG[ OF ROAD LINE TAP£R ENO YELLOW EDGE OF ROAD LINE (2) BEGIN TWO WAY LEFT TURN LANE LINE R/W \_ ------------------4~ -~"/):·i'lcy.#'~- l ' I u t'.) ,,-1~ Cl I " ILLI --~ ---_, ___ ~6:t2Q__ -42·'~ I ___,~ ,,·IN + 111~ ' · · ·•.·.· .. ·... I I . ;:: ::f',, I 1l . I I I 11 I I Iv, _-f. \ \ \~-. \ _<,4':"{ LANE LINE R-127.33' 11.'...J.! LINE (2 EDGE OF ROAD LINE auRl-1(11 ""E l-1 \ -f---- \· SIGN NO STATION " 22+85 " 23+70 " 23+70 ' (_s) ~ -,--+-------------- ! ! PC STA 25+22· R=1983" 1994'{ 2006' 2017' 117 LT, 6 LT, 6 RT&: 17 RT LLI z :J I u ~ :::::E ----------" ---------·· " SIGN WSDOT SIGN SIGN SIZE OFFSET CODE W (IN.) H (IN.) 32.0' RT R3-1 " 36 45.1' RT RS-1 " 36 45.1' RT R5-1A 42 ,0 CHANNELIZATION NOTES I INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PL.AN HOO 1 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STO. PL.AN H001 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. INSTALL WPROACH LANE LINE PER RENTON STD. PLAN H002. INSTALL LANE LINE PER RENTON STD. PLAN H002. INSTALL CROSSHATCHING PER RENTON STD PLAN HOOS WITH R.P M SUBSTITUTION 0 0 INSTALL EDGE OF ROAD LINE PER RENTON STD PLAN HOOS WITH R.P.M SUBSTITUTION. 8 ~ 9 INSTALL WHITE THERMOPLASTIC TURN MARKING PER RENTON STD. PLAN H008 INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006 10 INSTALL THERMOPLASTIC CROSSWALK PER RENTON STD. PLAN 127 11 INSTALL STOP BAR PER RENTON STD. PLAN HOOS 12 INSTALL DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.50-02 13 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3. 14 INSTALL THERMOPLASTIC EDGE Of ROAD LINE PER RENTON STD. PLAN HOOS. @ INSTALL TYPE '"C'" PRECAST TRAFFlC BLOCK CURB PER RENTON STD. PL.AN H007. SIGN LEGEND 0-NEW SIGN [,xt (N[W LOCATION) EXISTING SIGN ASSEt.lBL Y TO BE RELOCATED '--(EXISTING LOCATION) j._ -NEW SIGN j_ -EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWL T ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL. 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO MAST ARMS. 3. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS 4. SIGNS SHALL BE LOCATED AT LEAST 2" FROM FACE OF CURB. MOUNT SIGNS ANO SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN {OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSOOT STD. PLAN G-20.10-00 FOR DETAILS. PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION OFFSET 200+ 70 3' RT ~ 200 .. 70 8" LT 201+95 8' LT ,. 201 .. 10 16" LT ~ 25 .. 04 O' ~ SCHEDULE {<E "-.-!\.:I: ,/ I --, ,., ! . DESCRIPTION M/\Y "'t4Rici1' 1 ] (NO RIGHT TURN) MOUNT NEW SIGN TO NEW ILL.U_t,.41~/if,ION POLE DO NOT ENTER .. -)~{'.LL.~ SIGN AND POST WRONG WAY MOUNT (llEW SlGN BELOW· SIGN" NO " 90% SUBMITTAL CHECK PRINT ',/'.·.······ 20 0 FEET 20 40 -"_.::: --"'::: :;:::: :::"' ,, \ \ . I \ ,, ~~~""' ,s 24+13 1Lil) r" 24+73 24 200+83 44.3' RT R1-2 4B"X48"X48" YIELD INSTALL NEW SIGN ANO POST 32.0' RT R3-9B 24 36 CENTER LANE (TWLT ARROWS) ONLY MOUNT NEW SIGN TO NEW ILLUtJINATION POLE 35.0' LT W11-2 36 I 36 (PEDESTRIAN) INSTALL NEW SIGN ANO POST NOT FOR CONSTRUCTION ~=====~==-==------, CALL 2 Bus,NEss DAYS BEFORE rnu DIG ~ Pe rte et 8 0 0 4 2 4-5 5 5 5 206-436-051511-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle. Washington 98104 ---- NO REVISION -B. POWELL J. BUI'< --J. THOMSEN e, I DATE I APPR -l.t ldACIAS 1 "=20· -~-..,.;--,-,,-,., ® --""'"-""-' ~--"""' """'""'""""""' ;R CITY OF RENTON P1onning/8uilding/Public W k or s Dept CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET CHANNELIZATION AND SIGNING CH4 A\-\N\N\N\N\A\AI l ~ " ~ ~ § u PCC STA 27+55 17' LT, 6' LT, 6' RT&: 17' RT "1-:c 0 --------------------- ('.) 3: a 11. ((). 11 · N ~ ff=--------Et_oo_ .,._, ~ (/) l,J 2 :J J: {::3 ~ 11' 11' 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ ----- g Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 5 SE 14, SEC 7, T 23 N, R 5 E, W.M. 5 T 2.!!.t.QQ__ ' --------------~:~-----~------------------- LOGAN AVE N lO I 0 c., ~ 0 w w (/) 16'10 L() 11· + 0 ~ --------~-~--;6;:--1. t'l -~ -29t00 _.o._ ~ JOtO_O ___ ,_-; <t: ---------------.,------1"9----6 1- /·· 11 · (/) w 11·1Z = ::.J h:::;i(.) ,:h ,, '· 1-: >st/ <( :::::. ,1------------------y---------------- R/W g I I ~ I \ -~· SCALE ·····-····· -20 0 20 40 FEET -- ~ B POW!:Ll BEAN I I \ I I I 1 "=20' -~:.~om ... !R CITY OF RENTON FEDERAL AID NO. STPUL-1131 (002) CHANNELIZATION NOTES I INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD PLAN HOO 1. INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN HOOl INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001 INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002. INSTALL LANE LINE PER RENTON STD PLAN H002 0 0 INSTALL CROSSHATCHING PER RENTON STD PL.AN H008 WtTH R.P M SUBSTITUTION. INSTALL EDGE OF ROAD UN[ PER RENTON STD. PLAN H008 WITH R.P.M SUBSTITUTION B INSTALL WHITE THERMOPLASTIC TURN MARKING PER RENTON STD. PLAN H008 9 INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD PLAN H006 10 INSTALL THERMOPLASTIC CROSSWALK PER RENTON STD PLAN 127 11 INSTALL STOP BAR PER RENTON STD. PLAN HOOS 12 INSTALL oonrn EXTENSION LINE PER WSDOT STD PLAN M-20.50-02 1J PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3 14 INSTALL TH[RMOPlASTIC EDGE OF ROAD LINE PER RENTON STD. PL.AN HOOB. @ INSTALL TYPE "C" PRECAST TRAFFIC BLOCK CURB PER RENTON STD. PLAN H007. SIGN LEGEND 0-NEW SIGN ~ (NEW LOCATION) EXISTING SIGN ASSEMBLY TO 8E RELOCATED "'--(EXISTING LOCATION) --i NEW SIGN --t-EXISTING SIGN GENERAL NOTES STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL SEE SIGNAL PL.ANS FOR DETAILS OF SIGNS INSTALLED TO MAST ARMS 3 SEE SITE PREPARATION PLANS FOR SIGN REMOVALS 4. SIGNS SHALL BE LOCATED AT LEAST 2" FROM FACE OF CURS MOUNT SIGNS ANO SIGN ASSEMBLIES SO THAT THE BOTIOM OF THE SIGN (OR ASSEMBLY) IS 7" ABOVE CURB OR FILL SURFACE. SEE WSOOT STD. PLAN G-20.10-00 FOR DETAILS. PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATION '-. 27+24 ~ 29+74 I OFFSET o· O' CITY OF RENTON LOGAN AVENUE N ':'\,.' MAY l 4 Ll\\J ht'.: N AIRPORT WAY TON 6TH STREET ~ ~-I ":..-:., -I I DATE I APPR I __;:,· fHOIJSEN ~---Planning/Building/Publ·c W ' orW:s Dept CH5 so " M IJACI.O.S --· REVISION CHANNELIZATION AND SIGNING AI-ININININIAIA ~ SE 14 SEC 7, T 23 N, R 5 E, W.M. I FEDERAL AID NO. STPUL-1131(002) CHANNELIZATION NOTES !· i •so• -,~ •-'"'-•---.,, INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PL.AN H001 INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002 INSTALL LANE LINE PER RENTON STD. PLAN H002 -© INSTALL CROSSHATCHING PER RENTON STD PLAN HOOS WITH R.P M SUBSTITUTION w ~ z -· ~----{r:.' 'T\ 0 INSTALL EDGE OF ROAD LINE PER RENTON STD. PLAN H008 WITH R.P.M. BEGIN TRAFFIC BLOCK CURB " ,-SUBSTITUTION ' 3 9 ~ INSTALL WHITE THERMOPLASTIC TURN MARKING PER RENTON STD. PLAN HOOS. . ;! INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006. ~'\\ _[R/W . I' ~ :::~:~~ :~~:M:~::~ ~:~:::A~;/:~:E::~: STD. PLAN 127. u ________ ___;_,-___________ __:_· __ -------------------------------------------I _:_ __ -____ -----..•. u ~ INSTALL DOTIEO EXTENSION LINE PER WSDOT STD. PLAN M-20.50-02 -- (.!) (.!) ~ PAINT PEDESTRIAN ISLAND CURB PER DCTAIL SHEET M03 3: 3: ~ INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN H008 a i a @ INSTALL TYPE "c" PRECAST TRAFFIC BLOCK CURB PER RENTON STD. PLAN ' H007. w w w w (/) 17.2' 13.4· (/) 0 ---------------------------'° SIGN LEGEND '° 11. 11 · I' + . LOGAN AVE N + 0 6' 6' CZ)-NEW SIGN -6;----.... ___ 3t:tOO ___ -------32t00 - ,r,.11._._n st I") --_----a ____ 33_t_OO ___ -____ -_ -_ ------~ ~ ., I") -• ~(NEW LOCATION) EXISTING SIGN ASSEMBLY ~ 11. I 11 • ~ X TO BE RELOCATED (/) ---(/) '-(EXISTING LOCATION) --------------------i w 11' ' "'11 11 -NEW SIGN ' \ w z ··. z -i -EXISTING SIGN ...J . ___ ,_ ..;.-~ ~ . ,r· T ~ . . ·1" -.. ...J ,/\, .. . :r: • ,.;·""'"'<. .:,·. 7\,._ f"\ ~-; \, 7, J• j\, A, \A · .. ,:-. -\ l I -.- C s; '• 0 ~" ,;, ·. "'":/!' '\../ '""-,/ '\J I u "c ' . • V f' -'\._/' /"\ '\,,,j'' ... -. 8) / = "" ""'/' ,, . -~i . u !;;: I f/' ~ ~ :a: \,;: Y 17Y 1al GENERAL NOTES 3 PT STA 32+35 I :a: (17 LT. 6 LT. 6 RT, & 17 RT) 1 STATIONS FOR ARROWS ARE TO THE BASE OF THE SYlvlBOL STA 34+00 TWL T ARROWS ARE TO THE CENTER OF THE 2-ARROW BEGIN APPROACH LINE (6 RT &17 RTJ ( 19 20) SYMBOL. --""+c" ,~· --, •-.,. --· END LANE LINE (17" RT) ' SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO ENO TWO-WAY LEFT TURN LANE LINE MAST ARMS. 3 SEE SITE PREPARATION PLANS FOR SIGN REMOVALS 4. SIGNS SHALL BE LOCATED AT LEAST 2' FROM FACE OF CURB. MOUNT SIGNS ANO SIGN ASSDABLIES SO THAT THE BOTIOM Of THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FlLL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS PAVEMENT MARKING SIGN SCHEDULE SYMBOL SCHEDULE SIGN STATION OFFSET WSDOT SIGN SIGN SIZE DESCRIPTION SYMBOL STATION OFFSET NO CODE REMARKS W (IN.) H (IN.) ~ J4+00 2 1' RT " 32-1-75 32 O' RT R3-il8 24 36 CENTER LANE (TWLT ARROWS) ONLY INSTALL NEW SIGN ANO POST 16 32+75 J2'0 RT R3-l 7C 30 " ENOS MOUNT NEW SIGN BELOW SIGN NO. 17 ~ INSTALL NEW SIGN AND POST. SEE MODIFIED 32+25 o· 19 34+25 32.D" RT R14-1 MOD 24 30 TRUCK ROUTE (UP ARROW) R14-1 DETAIL. SHEET CH2. ~ 20 34-1"25 J2.0' RT R3-7R 30 30 RIGHT LANE MUST TURN RIGHT MOUNT NEW SIGN BELOW SIGN NO. 24-\~.\~'-.·, ,. J4+00 20.9" RT \,th'( \. t\ c•\'i : . ',; . "J SCALE y\J".'" 90% SUBMITTAL ,.,. ........ 20 0 20 40 CHECK PRINT FEET NOT FOR CONSTRUCTION 1--\...eERTo~ ~ ~~~o~~~~-615-990< ,o fl ~o -~ "'"' CALL 2 BUSINESS DAYS BEFORE YOU DIG Ii : ii 1 ":20' __ ,..,, ... , ;R CITY OF CITY OF RENTON B POWELL ~ LOGAN AVENUE N "'-""""" 1 800 424-5555 i ~ = -RENTON N AIRPORT WAY TON 6TH STREET '~ ~ .... ~475 ~;::;, J. BEAN "'"""" I 505 51h Avenue S, Suite 300 :.o,<'c1sr"Elt t:.,'-...;;. J. n-10MSEN I ""'"-""'-' Plor'lirg/Bt.Jilding/Pub•;c Works 0€pt CH6 JTIUTIES UNDERGROUND LOCATION CENTER 1'WAI li ~""'""' '""' Seattle. Washington 98104 "° REVISION BY DATE APPR _, ""'-' CHANNELIZATION AND SIGNING "" , M. MACIAS IAI-INININ NIAIA l ~ w ~ z ~ § " <.O I 0 r., BEGIN THERIIAOPLASTIC EDGE OF ROAD LINE R/W~ ------ 8 15 14) ( 5 , /• / / !/ __ "......:..-:_;_-_I/ 8 SE 14 SEC 7, T 23 N, R 5 E, W.M. STA 36+25 END-TuERMdPL.ASTIC EDGE OF ROAD LINE (27 LT END LANE LINE (17" LT) ENO TRAFFIC BLOCK CURB (6' LT) END APPROACH LINE (6' RT & 17' RT) <".·\ Iii :~ -<O z • I ,1 \" ·', ' ......... ,,, ', :--, FEDERAL AID NO. STPUL-1131 (002) CHANNELIZATION NOTES I INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN H001 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001. INSTALL TWO-WAY l£FT TURN LANE LINE PER RENTON STD. PLAN H001. INSTALL APPROACH LANE LIN[ PER RENTON STD. PLAN H002 INSTALL LANE LINE PER RENTON STD. PLAN H002. 0 0 8 9 INSTALL CROSSHATCHING PER RENTON STD PLAN H008 WITH R.P ~ SUBSTITUTION. INSTALL EDGE OF ROAD UN[ PER RENTON STD. PLAN HD08 WITH R.P.M. SUBSTITUTION INSTALL WHIT[ TH[R~OPLASTIC TURN MARKING PER RENTON STD. PLAN HOOB. INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006. 10 INSTALL THERMOPLASTIC CROSSWALK PER RENTON STD. PLAN 127. 11 INSTALL STOP SAR PER RENTON STD. PLAN H008 12 INSTALL DOTIED EXTENSION LIN[ PER WSDOT STD PLAN M-20.50-02. 1 J PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MDJ. 3:: 0 ~I"' I I ,o '" 1·· ::::_,""--~=-------------~---------'-.i------ 14 INSTALL THERMOPLASTIC EDGE or ROAD LINE PER RENTON STD. PLAN HOOS f.'?I INSTALL TYPE "C" PRECAST TRAFFIC BLOCK CURB PER RENTON STO. PIJIN \;,y H007. LOGAN AVE N U"') 11' "t=;,===:::===i=='--========::,=;::::+==, ! 6' -~ _______ 3_6t! ________ J7t00 ---+---~-..., ,· <( 11· 1- (f) 11 · LL.I z ::Jlt;::::. ~~"---tj--_____::__t-, I "'""/ '-:;,-.,, 0 ~ -~,,/" --;. __ ",/'" ~ ::::;;: 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990, 505 5th Avenue S, Suite 300 Seattle. Washington 98104 Iii- ~ z NO REVISION I r / I ! / &, r------ ..------J / " ,,,. ... •••••· 20 0 I DATE l APPR SCALE 20 FEET '-~ J BEAN J THOIJS(N _, "' MACIAS 40 I 1"=20' ~--"'""""""' I ~""'""' "'°' --· -- PAVEMENT MARKING SYMBOL SCHEDULE SYMBOL STATJON OFFSET ' 35+10 2 1' RT 36-+ 03 2 1' RT ~ 35+10 20.9' RT .36+0.3 20.9' RT -.,.-...;-, .. -,,-... , ft CITY OF RENTON SIGN LEGEND 0-NEW SIGN @K (NEW LOCATION) EXISTING SIGN ASSEIIABLY TO BE RELOCATED "'-(EXISTING LOCATION) -!--NEW SIGN 4---EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL 2. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO MAST ARMS. J. SEE SITE PREPARATION PLANS FOR SIGN REMOVALS 4. SIGNS SHALL BE LOCATED AT LEAST 2' FROM FACE or CURB t.40UNT SIGNS ANO SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE. SEE WSOOT STD. PLAN G-20.10-00 FOR DETAILS CITY OF RENTON LOGAN AVENUE N M!l'i l 4 ?_u\·, \,.-' '. ,- N AIRPORT WAY TON 6TH STREET ® Plonning/Build,ng/Publ c W ' orks Dept CH7 CHANNELIZATION AND SIGNING AI-ININININIAIA I w 1 ~ a " • SIGN STATION NO. 21 101+81 22 101+81 90" SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 8US1NESS DAYS BEFORE YOU OIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER NE J4 SEC 18, T 23 N, R 5 E, W.M. I I / /R/W I'll -7i ___ _i--------z. ::C ~--PC STA 102+;-;--- u ~-~,~= PC STA 102+21 12 LT); R~256.15 --{7 --------PT STA 10J+47 {11 R' IT END EDGE OF ROAD LINE c., 3: Cl N 3RD ST t:11~L___;:~::_:::_:~~--+-~~t--~-L+-~~+------ (/) ---------~--.:---__ _ < o[:_---+---=~ ~....,..--,, 0 I + I ~ ..----I ----------- 0 -7 21 ~ ---/----_ ___./ ---------------. ' _,,........-I ----------. . <( _.....,.,-----R/W ---.:-.._ ~ _.-I --(I) .... -L.-- w z ...J ::c u ~ ::!: OFFSET 15.J' RT 15.J' RT WSOOT SIGN CODE - - SIGN SIZE W (IN.) H (IN.) -- -- PT STA 103+47 END LANE LINE SIGN SCHEDULE DESCRIPTION REMARKS SPEED Ll~IT 25 RELOCATE SIGN TO NEW POST CHECKED BY RADAR RELOCATE SIGN TO BELOW SIGN NO. 21 ,,, ........ . ~ !!f '<t" § g (!) •, ~.~ '~ f'., I ' SCALE 20 0 20 40 ~ Perteet 206-436-051511-800-615-990 505 5th A11enue S, Suite 300 Seattle. Washington 98104 NO REVISION 8' I DATE I APPR FEET '"=20" 8. POWELL J. BEAN " ---J. THO~SEN ""'"-· I ~----· __, .... _, IA ~AC<AS I I I I I I I I I I I I I I I I I I '-', ' ' ', ' ~ ' I I I I I ' ' ' ',. ~ ' -~="~..,. ... , !R CITY OF RENTON FEDERAL AID NO. STPUL-1131(002) CHANNELIZATION NOTES I INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD PLAN H001 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN H001 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. INSTALL APPROACH LANE LINE PER RENTON STD. PLAN H002. INSTALL LANE LINE PER RENTON STD. PLAN H002. © 0 INSTALL CROSSHATCHING PER RENTON STD PLAN HOOS WITH RPM SUBSTITUTION INSTALL EDGE OF ROAD LINE PER RENTON STD. PLAN HOOS WITH R.P.M. SUBSTITUTION B 9 INSTALL WHITE THER'-'IOPLASTIC TURN ~ARKING PER RENTON STD. PLAN HOOB. INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006. 10 INSTALL THERMOPLASTIC CROSSWALK PER RENTON STD. PLAN 127 11 INSTALL STOP SAR PER RENTON STD. PLAN HOOS 12 INSTALL DOTTED EXTENSION LINE PER WSDOT STD. PLAN '-1-20.50-02. 13 PAINT PEDESTRIAN ISLAND CURS PER DETAIL SHEET '-103. 14 INSTALL THERMOPLASTIC EDGE OF ROAD LINE PER RENTON STD. PLAN HOOS r.?, INSTALL TYPE '"c" PRECAST TRAFFIC BLOCK CURB PER RENTON STD. PIJIN ~ HD07. SIGN LEGEND CZ) -NEW SIGN ~ (NEW LOCATION) EXISTING SIGN ASSEM6L Y TO BE RELOCATED '--(EXISTING LOCATION) -i NEW SIGN t -EXISTING SIGN GENERAL NOTES 1. STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO MAST ARMS. 3 SEE SITE PREPARATION PLANS FOR SIGN REMOVALS 4. SIGNS SHALL BE LOCATED AT LEAST 2" FROM FACE OF CURB. MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7" ABOVE CURB OR FILL SURFACE. SEE WSDOT STD. PLAN G-20.10-00 FOR DETAILS. \:;;\.\ \if''\ \ '1- cf).,,t ·, ... y\.r_.3 CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET --® Planning/8u11dirg/Publ. W ,c orks Dept CHB CHANNELIZATION AND SIGNING AI-ININININIAIA w ~ I PT STA 17+20 192.3 LT 1 R=2· PC STA 17+19 ·a9.8rTF PT STA 17+20 85.9 LT PC STA 17+25 1 82.3 LT' PT STA 17+37 1a2.J LT' R=5' R-2' PC STA 17+81 '100.3 LT' PT STA 17+57 f100.9 LT.l PT STA 17+81 l99_J LT' PC STA 17+59 !92_9 LP £ FOR SINGLE SKIP CENTER I IN SEE DETAIL THIS SHEET 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ STA 17+44 159 3 LP ~ ---------f ---------_I_ STA 16+53 (70.2' I T1 BEGIN SINGLE SKIP YELLOW CENTER LINE GENERAL NOTES STATIONS FOR ARROWS ARE TO THE BASE OF THE SYMBOL. TWLT ARROWS ARE TO THE CENTER OF THE 2-ARROW SYMBOL. SEE SIGNAL PLANS FOR DETAILS OF SIGNS INSTALLED TO MAST ARMS 3 SEE SITE PREPARATION PLANS FOR SIGN REMOVALS. 4 SIGNS SHALL BE LOCATED AT LEAST 2' FROM FACE OF CURB MOUNT SIGNS AND SIGN ASSEMBLIES SO THAT THE BOTTOM OF THE SIGN (OR ASSEMBLY) IS 7' ABOVE CURB OR FILL SURFACE SEE WSOOT STD. PLAN G-20-10-00 FOR DETAILS. Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 NE 14 SEC 18, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 {002 PC STA 18+13 '112 B LT.' PC STA 17+94 (96.9 LT) R':1_6.5" I STA 18+12 (85 4· 1T) ENO SINGLE SKIP YELLOW CENTER LINE SIGN LEGEND @-NEW SIGN R:2' PT STA 1B+16 (111 6 LT) PT STA 104.9 PC STA 18+47 1102.4 LT' PC ST8_J6+18 103.S LT R,,,5' PT STA 1B+14 96.9 LI PT STA 18+12 16B.9 LT.' STA 18+12 (59 .•.. ~ I PT STA 18+47 1100.5 Ln PC STA 18+52 197 0 LT,l ~ PC STA 1B+79 114.5 LT PT STA 18+73 (74.0 LT) R,,,5· PC STA 18+68 69.0 LT STA 18+68 159.5 LT 1 R=2' PT STA 18+81 113.1 L PC STA 1B+84 103.5 LT R=5" R,,,2' PC STA 19+12 94. 1 LT PT STA 1 B+BO 97 0 LT PT STA 19+12 92.9 LT R=S" AP STA 18+87 74.0 LT R=2" PT STA 19+4B 105.8 LT R,,,5· PC STA 19+54 laa.9 LT\ PT STA 19+46 (82.4 LT) PC STA 19+41 82.4 L STA 19+36 ~ AP STA '8+8B ~ """] I "'"'',-I [ wrn •-'"' STA 18±68 E Sl<IP YELLOW BEGIN SINGL SINGLE SKIP YELLOW CENTER LINE DETAIL N.T.S STA 20±61 (68 9' I I) J END SINGLE SKIP YELLOW CENTER LINE CHANNELIZATION NOTES i INSTALL DOUBLE YELLOW CENTER LINE PER RENTON STD. PLAN H001 INSTALL SINGLE SKIP YELLOW CENTER LINE PER RENTON STD. PLAN HOO 1 INSTALL TWO-WAY LEFT TURN LANE LINE PER RENTON STD. PLAN H001. INSTALL APPROACH LANE LINE PER RENTON STD. PLAN HD02. INSTALL LANE LINE PER RENTON STO PLAN H002. INSTALL CROSSHATCHING PER RENTON STD PLAN HOOa WITH R.P.M. -/(NEW LOCATION) l'oK EXISTING SIGN ASSEMBLY TO BE RELOCATED 0 0 SUBSTITUTION INST.ALL EDGE OF ROAD LINE PER RENTON STD PLAN HOOS WITH R.P.M. SUBSTITUTION '----(EXISTING LOCATION) -i NEW SIGN --!--EXISTING SIGN NO REVIS•ON 8' ~ .,. .•.••••• , 10 0 I DATE I APPR SCALE 10 FEET ~ [I PQWUL BEAN ""'"''~ J THOMSEN -M. MACIAS 20 I 1 ·=10· ..,.,;OHnL-,iiiiliii/il01 ~ --., ...... _, ~""'-""'" --· ;R B INST.ALL WHITE THERMOPLASTIC TURN MARKING PER RENTON STD. PLAN HOOS 9 INSTALL TWO-WAY LEFT TURN ARROWS PER RENTON STD. PLAN H006 10 INST.ALL THERMOPLASTIC CROSSWA(I< PER RENTON STD. PLAN 127 11 INST.ALL STOP BAR PER RENTON STD PLAN HOOS 12 INST.ALL DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.50-02 13 PAINT PEDESTRIAN ISLAND CURB PER DETAIL SHEET MD3 14 INST.ALL THERMOPLASTIC EDGE OF ROAO LINE PER RENTON STD. PLAN HOOS @ INSTALL TYPE "C" PRECAST TRAFFIC BLOCK CURB PER RENTON STD. PLAN H007 CITY OF RENTON CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET Plonning/Bu,rding/Public W k or 5 Dept. CHANNELIZATION AND SIGNING -! f M(\'1 l 4 Lil\ CH9 AI-ININININIAIA I w ~ 1l 0 " " ~ ~ g ~ NE J4 SEC 18, T 23 N, R 5 E, W.M. I FEDERAL AID NO. STPUL-1131(002) CONSTRUCTION NOTES NOTE TO REVIEWER: 0 CONSTRUCT LUMINAIR[ POLE FOUNDATION PER ILLUMINATION DETAIL SHEET Ill 1 FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE. CONDUIT, WIRING AND CURRENTLY NO ILLUMINATION WORK ALL ASSOCIATED EOUIPMENT: APPLY DECAL NUMBERING WITH COR POLE ID# TO PLANNED IN THIS AREA. LUMINAIRE POLE. SEE ILLUMINATION DETAILS SHEET IL 11, COR STANDARDS PLANS 117.1, 117.2. 117,3, 121 ANO SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION ~ 0 INSTALL LUMINAIRE ON SIGNAL POLE. SEE SIGNAL SHEETS '() I ~ '\ .. ,;, ;'\:;~ ', I / / / ''° 0 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION BOX AND I ASSOCIATED CONDUIT ANO WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW '.-' \, / \;, ' I /f' N PROPOSED GRADE. BACKFILL AND COMPACT All VOIDS PER SPECIAL PROVISIONS I . ~ '\, /' ' ', . ("' ' ' .~ PROTECT ANO M"'TAIN ROADWAY LIGHTING _J SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS I ~ t V / · -. POWER FED FROM SC#0089. -© PROTECT EXISTING LUMINAIRE ANO CONDUIT MAINTAIN POWER DURING I :o .',..._ .,/ '~'~,~:~~"'~' :~',, /////; · .. ·. CONSTRUCTION. ·-,. '-' 0 REMOVE ANO REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER I ...... ?' 3:: WSDOT STD Pl.AN J-40. 10-0J. ROUTE NEW CONOUIT INTO NEW TYPE 2 JUNCTION I BOX. COIL 600 FEET OF SLACK 48-STRAND SMFO IN JUNCTION BOX. ' / 0 k -----~, -.............__ I //;-·" " , .. -... © INSTALL CONDUIT INTO EXISTING JUNCTION BOX AND SPLICE CONDUCTORS PER WIRE SCHEDULE. \' . , ·--~ //{::,~~:~:} __ :::__--;_;_. -(-~. / ., . w 0 I w INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.JO-OJ I '•. VJ © INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX ANO RE-ROUTE EXISTING 144 l STRAND SMFO TO NEW VAULT (M-LINE STA 101+01 RT) USING NEW CONDUIT. . 0 © PULL EXISTING 144 STRAND SMFO FROM EXISTING JUNCTION BOX (APPlsOX. M-LINE -~ '-:' :\ J ___ ,_1tQO_. --+ ·_· ---•---~ -'illL -_JI~ -~ ""'",;: _N __ , __ . -· - I{) STA 103+50 RT) USING NEW CONDUIT SPLICE PER WIRE SCHEDULE + @ PULL EXISTING 72 STRAND SMFO INTO VAULT FROM EXISTING JUNCTION BOX ____ ..c.S;I l'1 (APPROX L-LINE 36+35 RT) USING NEW CONDUIT SPLICE PER WIRE SCHEDULE ~ @ INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX ANO RE-ROUTE EXISTING 72 STRANO SMFO TO NEW VAULT (L-LINE STA 23+ 15 RT) USING NEW CONDUIT 10 00 i5 @ ADJUST EXISTING ITS JUNCTION BOX TO GRADE INSTALL SKID RESISTANT LID ·-... . VJ --@ CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER -w COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL z PLANS. PROVIOE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN J010 AND J011. CONNECT ALL FIELD WIRING. t,.VE S -_J TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL LOGt,.N COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING I INSPECTION IS SIGNED OFF RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION \._ BOX . "\. u _., -, / ~ @ PROTECT AND MAINTAIN EXISTING SERVICE CABINET i_::-)'-.. :-~, ' , .. _---. ,1-, @ REMOVE EXISTING PRIVATE LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION SOX, ANO _: _ __c--'----'---\ ..l -.. _:_c_. ·'-; -~ ASSOCIATED CONDUIT AND WIRING GRIND DOWN EXISTING FOUNDATION 2" BELOW BEGIN PROJECT I >-•• ·-·---··-··· .. , . PROPOSED GRADE. BACKFILL ANO COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE PRIVATELY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. ILLUMINt,.TION WIRING SCHEDULE @ STA 10+00 ---------.----------_---------~ ---.---7 INSTALL 25-TA VAULT. R/W • / RUN H @ ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT . I CONDUIT AND FIBER IN PLACE. I 6. SIZE CONDUCTORS @ I PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING I 2#8 ILLUMINATION (CIRCUIT A) @ ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID-RESISTANT I 10 ,· uo 116 GROUND I 2#8 ILLUMINATION (CIRCUIT 8) ® INSTALL 25-TA VAULT TO BE USED BY INTEGRA COMMUNICATIONS " ,·· 1 #6 GROUND @ ROUTE 4" FIBER CONDUIT INTO TYPE 8 JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPARE CONDUIT BYPASSES JUNCTION BOX. SEE SIGNAL PLANS FOR " ,· 2#8 ILLUMINATION (CIRCUIT C) CONTINUATION OF SIGNAL INTERCONNECT INTERCONNECT WIRING SCHEDULE GENERAL NOTES 1#6 GROUND @ INTERCEPT EXISTING ILLUMINATION CONDUIT AND INSTALL TYPE 2 JUNCTION SOX PER 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2014 WSDOT STANDARD PLANS&: SPECIFICATIONS AND 2#8 ILLUMINATION (CIRCUIT 0) WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE RUN # CONDUIT THE LATEST AMENDMENTS, APWA STANDARDS, THE CITY DEVELOPMENTAL GUIDELINES, EXCEPT AS MODIFIED BY 1J ,. @ SEE SIGNAL PLANS FOR CONTINUATION OF POWER. 6. SIZE CONDUCTORS COMMENTS CONTRACT PLANS AND PROVISIONS .. 116 GROUND 2. UTILITY LOCATION {1-800-424-5555) PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE 2#8 ILLUMINATION (CIRCUIT A) @ INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION SOX PER WSOOT STO PLAN J-40.10-0J. RE-ROUTE EXISTING FIBER CROSSING LOGAN AVE ,·-1-48 SMFO SIGNAL INTERCONNECT CONTRACTOR. CONFLICTS SHALL BE BROUGHT TO THE ATIENTION OF THE ENGINEER FOR RESOLUTION. " ,· 2#8 ILLUMINATION (CIRCUIT B) N TO NEW CONDUIT AND 25-TA VAULT. 1 J. CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE CONNECTION ~TH THE POWER COMPANY. CONTACT @ PROTECT EXISTING ITS JUNCTION BOX. ALL ASSOCIATED CONDUIT AND FIBER DURING 4•• SPARE 1#6 GROUND CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PR•OR TO PUGET SOUND ENERGY REPRESENTATIVE SHERI CLARKE AT (425) 456-2701 PRIOR TO INSTALLATION OF 2fl8 ILLUMINATION (CIRCUIT A) RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED. REMOVE EXISITNG 2 ,· EX. 1-144 SMFO RE-ROUTE METER BASE JUNCTION BOX AND ABANDON CONDUIT 4 1S ,· 2#8 ILLUMINATION (CIRCUIT C) ,· 1-48 SMFO SIGNAL INTERCONNECT CONTACT TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHAlL FOR POLE NUMBERS. 1f6 GROUND 3 4" EX. 1-144 SMFO RE-ROUTE 5. All ILLUMINATION ANO SIGNAL CONOUIT SHALL BE RIGID PVC SCH 40 EXCEPT UNDER ROADWAY WHERE RIGID 2fl8 ILLUMINATION (CIRCUIT A) PVC SHE 80 SHALL BE USEO All FIBER CONDUIT SHALL BE RIGID PVC SCH 80 WITH FLEXIBLE FABRIC 4" SPARE INNER DUCT INSTALLED PER SPECIFICATIONS. " ,--2#8 ILLUMINATION (CIRCUIT D) 6 ALL CONDUIT CONTAINING COPPER CONDUCTORS SHALL INCLUDE ! ~/18 GROUND WIRE (MIN. SIZE UNLESS 1/6 GROUND ILLUMINATION LEGENO \-~.r ,· EX. 1-72 SMFO RE-ROUTE SPECIFIED IN WIRE SCHEDULE). SPARE CONDUIT SHALL CONTAIN A PULL-LINE TAPE LABELED "CITY OF 2fl8 ILLUMINATION {CIRCUIT B) 4 RENTON". 4" SPARE 17 ,-· 21/8 ILLUMINATION (CIRCUIT C) ~ LUMINAIRE -SEE SCHEDULE 4 .,r'" 7 JUNCTION BOXES SHALL BE KEPT OUT OF THE SIDEWALK UNLESS APPROVED BY THE ENGINEER OR 1 f6 GROUND MAY l [ ,ii,, 5 ,·· INTEGRA INSTRUCTED ON THE PLANS. JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE Sl<IO RESISTANT UOS ~ LUMINAIRE -SEE SCHEDULE PER SPECIFICATIONS. ALL JUNCTION BOXES SHALL HAVE LOCKING LIDS PER COR STD PLAN /1127 2#8 ILLUMINATION (CIRCUIT A) 21/8 ILLUMINATION (CIRCUIT C) .. JUNCTION BOX TYPE 1 8. ALL JUNCTION BOXES SHALL BE TYPE 1 PER WSDOT STD PLAN J-40.10-03 UNLESS OTHERWISE NOTED. ,·· 18 2#8 ILLUMINATION (CIRCUIT D) .. JUNCTION BOX TYPE 2 L g CONDUIT AND JUNCTION SOX LOCATIONS ARE SCHEMATIC AND SHOWN FOR REFERENCE ONLY. FINAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER IN THE FIELD. 1#6 GROUND I] JUNCTION SOX TYPE 8 ,-,; 1 0 NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR 2fl8 ILLUMINATION {CIRCUIT A) 125-TAI 25-TA VAULT ~----QUARTER BENDS (360 DEGREES TOTAL). IF NU~BER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR 2#8 ILLUMINATION (CIRCUIT B) ~ • SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 19 ,.. 2/18 ILLUMINATION (CIRCUIT C) SERVICE CABINET --11 . EXISTING ILLUMINATION SHALL BE MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 2#8 ILLUMINATION (CIRCUIT D) -------CONDUIT SCALE 90% SUBMITTAL 8-20.3(1)A OF THE SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10" CLEARANCE 1#6 GROUND &, .-~-.-.-.. ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH CONDUIT WIRE NOTE CHECK PRINT THE PSE REPRESENTATIVE. 2/f6 ILLUMINATION (EX. CIRCUIT) 20 a 20 40 NOT FOR CONSTRUCTION 20 ,· 1#6 GROUND 0 CONSTRUCTION NOTE FEET ~\.eEzro~ ~ Perteet ,a ii ~o --"' CALL 2 BUSINESS DAYS BEFORE YOU DIG ii • ,. 1 ·=20· _,-:·:..:..,,, ... ;R CITY OF CITY OF RENTON -~ M W.CIAS ® LOGAN AVENUE N ,,,..-,. 1 800 424-5555 ~ ~ -RENTON N AIRPORT WAY TON 6TH STREET ·-206-436-0515 t 1-800-615-990{ <"'l 5005 ¢ J BEAr, --... J'J~GIS'TE.~ "'''+,i. --I ......... _, I Planning/Building/Publ,c Works Dept IL 1 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 ..JilfAL li J. T,jQMSEN ..... -- Seattle. Washington 98104 NO REVISION BY DATE APPR M MACIAS ILLUMINATION AND INTERCONNECT PLAN "'"' . IAI-INININ NIAIA w ~ z g 3 " " ! ! / NE 14 SEC 18, T 23 N, R 5 E, W.M. \· I -'-.:-/ ;,,, ~ ~ ...-1 -r. . PROTECT AND MAINTAIN PEDESTRIAN LIGHTING ON BRIDGE. POWER FED FROM SC#0089 EASEMENT~ -.. ·····.· '~ ... ·.. . i'-- / / .~ ... ! ///':S:' ,L-~-------------------.-·-.-. -.-. -.--. -~L./--;,L-j R/W 0 3 0 w w (/) 0 l{) + t') ~ ~ w zl ::J :c 0 ~ :::. L L L. LL L-LINE \ _____l_ 1.4$---· _.--- "\, I ~ SC#0089 ·.~ ... ··-.;·,, {".....__ I I I I ! '-l ', ·~ // I '-....... <...2.)-"/ I '--...... I I '-......._.J 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION Perteet SC#0089 / ";t -------- i ----j;: -4 ·~ ------:11 CJ . 1---f-~ ?~ ----j---•- -1~- LOGAN AVE N l{) " --+ --'~t.QQ__ --.,._ -~ ---~ -------/~ ~ \ \ 9:1' (/) 41 & ,\ 'tr /\ ==/~ ::::J PS --....:....."'_ -1 •. P2 ~ ··-··-:c=.:;.-:c··--::·, .:=::_\:_.:T: ~~~-. ·'--~ & & ~~ '. @>--/Y--------~----.-.-. ---. 14 '7 7 s 3 SC#0089 ---------~ . -------- 1 ",,,20' -,i_-,..;·-,.;7, .. , FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES CITY OF 0 0 0 0 0 0 0 0 0 @ @ @ @ e @ @ @ @ @ @ @ @ @ @ ® CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAIL SHEET IL 1 I FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING ANO ALL ASSOCIATED EQUIPMENT. APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE ILLUMINATION DCTAILS SHEET IL 11. COR STANDARDS PLANS 117.1, 1 17.2, 117.3, 121 ANO SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS. REMOVE EXISTING LUMINAIRE POLE. LUMINAIRE FIXTURE. JUNCTION BOX ANO ASSOCIATED CONDUIT ANO WlRING GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSEO GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS PROTECT EXISTING LUMINAIRE ANO CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. REMOVE ANO REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSOOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCT•ON BOX. COIL 600 FEIT OF SL.ACK 48-STRANO SMFO IN JUNCTION BOX INSTALL CONDUIT INTO EXISTING JUNCTION BOX AND SPLICE CONDUCTORS PER WIRE SCHEDULE. INSTALL TYPE 8 JUNCTION BOX PER WSOOT STD PLAN J-40.30-03 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 144 STRANO SMFO TO NEW VAULT (M-UNE STA 101+01 RT) USING NEW CONDUIT. PULL EXISTING 144 STRAND SMFO FROM EXISTING JUNCTION BOX (APPROX M-LINE STA 103+50 RT) USING NEW CONDUIT SPLICE PER WIRE SCHEDULE. PULL EXISTING 72 STRAND SMFO INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L-LINE 36+35 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX ANO RE-ROUTE EXISTING 72 STRANO SMFO TO NEW VAULT (L-LINE STA 23+15 RT) USING NEW CONDUIT. ADJUST EXISTING ITS JUNCTION SOX TO GRADE. INSTALL SKID RESISTANT LID CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNOATION PER COR STQ PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PL.ANS. PROVIDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER CQR STD PLAN J01D AND J011. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2~ SPARE CONDUIT TO ADJACENT JUNCTION BOX PROTECT AND 1-JAINTAIN EXISTING SERVICE CABINET REMOVE EXISTING PRIVATE LUMINAIRE POLE. LUMINAIRE FIXTURE. JUNCTION BOX. AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE PRIVATELY OWNED POLE ANO LUMINAIRE PER SPECIAL PROVISIONS INSTALL 25-TA VAULT. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. PROTECT ANO MAINTAIN EXISTING CONDUIT CROSSING ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE INSTALL SKID-RESISTANT LID. INSTALL 25-TA VAULT TO BE USED BY INTECRA COMMUNICATIONS. ROUTE 4" FIBER CONDUIT INTO TYPE B JUNCTION BOX INSTALLED PER SIGNAL PL.A.NS. SPARE CONDUIT BYPASSES JUNCTION BOX. SEE SIGNAL PLANS FOR CONTINUATION OF SIGNAL INTERCONNECT INTERCEPT EXISTING ILLUMINATION CONDUIT AND INSTALL TYPE 2 JUNCTION SOX PER WSDOT STD PL.AN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. SEE SIGNAL PL.ANS FOR CONTINUATION OF POWER INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PL.AN J-40.10-03. RE-ROUTE EXISTING FIBER CROSSING LOGAN A\/f. N TO NEW CONDUIT ANO 25-TA VAULT PROTECT EXISTING ITS JUNCTION BOX. ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED. REMOVE EXISITNG JUNCTION BOX ANO ABANDON CONDUIT GENERAL NOTES 1. SEE SHEET Ill FOR GENERAL NOTES AND WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE ILLUMINATION LEGEND ~ LUMINAIRE -SEE SCHEDULE ~ LUMINAIRE -SEE SCHEDULE \' :< \j\1''( ' L\ 't\~f·1 Ill ca, I] 125-TAI ~ ------- & @ JUNCTION BOX TYPE JUNCTION BOX TYPE 2 JUNCTION BOX TYPE B 25-TA VAULT SERVICE CABINET CONDUIT CONDUIT WIRE NOTE CONSTRUCTION NOTE ' '"' _ ........ ··~ • SCALE ,,,. ..... •.•, 20 0 20 FEET 40 CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILIT1ES UNDERGROUND LOCATION CENTER ~ 206-436-0515 I 1-800-615-990, 505 5th Avenue S, Suite 300 Seattle. Washington 98104 M. MACIAS ® ;R RENTON CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO N 6TH STREET REVISION J. BEAN " I DATE I APPR --2· THO~SEN I --"""'-...... ' ~...,.-- ~-~A.C1A.S ""'-'""""""""-' P<onning/Build;ng/Publ' W ,c arks Dept NO ILLUMINATION AND INTERCONNECT PLAN IL2 A\-\N\N\N\N\A\AI ~ l ' NE 14 SEC 18, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131(002) CONSTRUCTION NOTES V:.,///// '<'. N _J <.!) 3: Cl w1= - lJ.J --(f) - 0 -- L[) + - r<) ~ ~ (f) ~~~111 _J . :i::: u ~ :::;;: / ~v · -~/': ' ' r, --~---,., ' '-', I ," ,: '-·. /• I ,_;.<' s'\ "t- i ,,,,,,,,, \)~X, v ':'-,.C,'<' \}I>' 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION L ~ - "'" _J -----------.. --. ----~ --Ml'.[ _L______ ----· <.!) 3: Cl ·' lJ.J lJ.J (f) ' ;t; _/= LOGAN AVE N .. L-U:i 1!.t~ --_ -_ -_ ~--_ -_ --,-__ 21t$!----I _ +----_ ~-=1_ P11 ------~-----t(P12 -'~--:._:::s,:: ~-:-.. -----L-l---b--l-=7°--\--::::~ --·_ ··. ·· ··. -\~~--··_ ··_::_ ··_ ··_ --__ ·: _ _:: _ _:: _ _:: _ _::_~1~ I "-@sc/01<0 R/W & & :::;;: -~ ... ~ ~+~~:-\:& -~,~ / i., t.lACI.O.S / / ~/ / 1 "=20' -~:,;.'ff,,., CITY OF 800 4 2 4 -5 5 5 5 206-436-051511-800-615·990· J. BEAN ft ~--RENTON 8 0 0 0 © © 0 © © @ @ @ @ @ @ @ @ @ @ @ @ ® @ @ @ CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAIL SHEET IL 11 FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, W1R1NG ANO ALL ASSOCIATED EQUIP~ENT; APPLY DECAL NUMBERING WITH COR POLE IOI TO LUMINAIRE POLE. SEE ILLUMINATION DETAILS SHEET Ill 1, COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PRO~SIONS FOR ADDITIONAL INFORf.lAT10N INSTALL LUMINAIRE ON SIGNAL POLE. SEE SIGNAL SHEETS RE'-AOVE EXISTING LUr..llNAIRE POLE. LUMINAIRE FIXTURE, JUNCTION BOX ANO ASSOCIATED CONDUIT AND WIRING GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVl'310NS SALVAGE CITY OWNED POLE ANO LUMINAIRE PER SPECIAL PROVISIONS PROTECT EXISTING LUMINAIRE ANO CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48-STRAND SMFO IN JUNCTION BOX INSTALL CONDUIT INTO EXISTING JUNCTION BOX AND SPLICE CONDUCTORS PER WIRE SCHEDULE. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STO PLAN J-40.30-03 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 144 STRANO SMFO TO NEW VAULT {M-LINE STA 1 01 -t-01 RT) USING NEW CONDUIT PULL EXISTING 144 STRAND SMFO FROM EXISTING JUNCTION BOX (APPROX M-LINE STA 103-t-50 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE PULL EXISTING 72 STRAND SMFO INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L-LINE 36+35 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 72 STRAND SMFO TO NEW VAULT (L-LINE STA 23+15 RT) USING NEW CONDUIT. ADJUST EXISTING ITS JUNCTION BOX TO GRADE INSTALL SKID RESISTANT LID CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 1 26.2. FURNISH ANO INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FVLLY FURNISHED 12D/240V ELECTRICAf_ SE!sVICE CABINET PER COR STD PLAN J010 ANO J011. CONNECT ALL FIELD WIRING. TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHT1NG INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX PROTECT AND MAINTAIN EXISTING SERVICE CABINET RE'-AO\IE EXISTING PRIVATE LUMINAIRE POLE. LUMINAIRE FIXTURE. JUNCTION BOX, ANO ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE PRIVATELY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS INSTALL 25-TA VAULT. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT ANO MAINTAIN EXISTING CONDUIT ANO FIBER IN PLACE PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE INSTALL SKID-RESISTANT LIO. INSTALL 25-TA VAULT TO BE USED BY INTEGRA COMMUNICATIONS. ROUTE 4" FIBER CONDUIT INTO TYPE 8 JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPARE CONDUIT BYPASSES JUNCTION BOX SEE SIGNAL PLANS FOR CONTINUATION OF SIGNAL INTERCONNECT INTERCEPT EXISTING ILLUMINATION CONDUIT AND INSTALL TYPE 2 JUNCTION SOX PER WSOOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE SEE SIGNAL PLANS FOR CONTINUATION OF POWER. INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION SOX PER WSDOT STD PLAN J-40.10-03. RE-ROUTE EXISTING FIBER CROSSING LOGAN AVE N TO NEW CONDUIT ANO 25-TA VAULT PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED. RD,IOVE EXISITNG JUNCTION BOX AND ABANDON CONDUIT GENERAL NOTES 1 SEE SHEET IL 1 FOR GENERAL NOTES ANO WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE ILLUMINATION LEGEND .---):( LUMINAIRE -SEE SCHEDULE \<.,, . .l \~1\,;) )::f--+--l:( LUMINAIRE -SEE SCHEDULE ~[:,.'I i lie • ... Cl 125-TAI ~ ------- & 0 JUNCTION BOX TYPE JUNCTION BOX TYPE JUNCTION BOX TYPE 8 25-TA VAULT SERVICE CABINET CONDUIT ~ ,._..,., .~~ -::iCAL[ CONDUIT WIRE NOTE .,. ........ , 20 0 20 CONSTRUCTION NOTE CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET FEET 40 CALL 2 sus,NEss oAYs sffoRE You o,c ~ Pe rte et UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S. Suite 300 Seattle. Washington 98104 THQl,,jS[N I """'-""'-' ~..,."""""' ~ Plonning/Build,ng/Public W k or s Dept IL3 REVISION ,, I DATE I APPR I.O WICI.O.S '°"""'"°"°"""' NO ILLUMINATION AND INTERCONNECT PLAN AI-ININININIAIA w , < z ~ 3 " " SE 14 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131(0021 CONSTRUCTION NOTES 0 11 2 n ...J -----4---------~/? --~--(£,-............... -. ···. --------R/W~--~ ---------~-------~-----,: . . !'~ 1 ~ --I I D I --. . . , ~ _ '.S 0 0 CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAIL SHEET ll11 FURNISH ANO INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING ANO ALL ASSOCIATED EQUIPMENT; APPLY DECAL NLJi,jS[RING WITH COR POLE IOI TO LUMINAIRE POLE. SEE ILLUMINATION DETAILS SHEET IL 11, COR STANDARDS PL.ANS 117.1, 117.2, 117.J, 121 AND SPECIAL PRO~SIONS FOR ADDITIONAL INFORMATION. INSTALL LUMINAIRE ON SIGNAL POLE. SEE SIGNAL SHEETS REMOVE EXISTING LUt.41NAIRE POLE, LUMINAIR[ FIXTURE. JUNCTION BOX ANIJ ASSOCIATED CONDUIT AND WIRING GRIND DOWN EXISTING FOUNDATION 2' SELOW PROPOSED GRADE. BACKFILL ANO COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS <.!) ;:: Cl w w Ul 0 0 + N N ~ Ul w z ...J I ~ ::;; 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU D1G 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ I 12 , ' I A-! -t.:· ·,; ~ l~ Perteet 206-436-0515 11-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 LOGAN AVE N l-LINE _2~_ ~-~oo,r ,_ ti A·'\\· \ I ' \ \ \ \ I ·. \ I \ \. I -z_ ~ ·~ \ \ I . . I j, \ ~ Ii \. \ ' \ <11 \ I '-' •, I \ ·. ' I \ " I ' \ I --\. ~.~ \ . \ @! \~ \ f . . . . -----------') . ~--\. NO I I I ,( ~ {A ·" ~ ,\ ~#0140-~- I I I I I /\_ R/W J!l. P16 . ± BOEING~-1::- \ 131.)Rl'l(\"1 1>,.\J'<-1-1 I \ \ ---"- .-,!.---' \-\-- "\ I I I • I .\ ~ 1"=20· M M/\CIAS J. SEAN -- R[V1SION BY I DATE I APPR ~-THOMSEN Al,W._. ~ '"'""" ..... M MACIAS ""'"'""""""""'' I <.!) ;:: Cl w w Ul 26:tQQ__ _, ----~ + <D N ~ w z ::J I u ~ ::;; © 0 0 0 0 0 @ @ @ @ e @ @ @ @ @ @ @ @ @ @ @ PROTECT EXISTING LUt.41NAIRE ANO CONDUIT. MAINTAIN POWER DURING CONSTRUCTION REMOVE ANO REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSOOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX, COIL 600 FEET OF SLACK 46-STRANO Sf.lFO IN JUNCTION BOX INSTALL CONDUIT INTO EXISTING JUNCTION SOX ANO SPLICE CONDUCTORS PER WIRE SCHEDULE. INSTALL TYPE 8 JUNCTION BOX PER WSOOT STD PLAN J-40.30-03 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX ANO RE-ROUTE EXIST1NG 144 STRANO S'-'IFO TO NEW VAULT (M-LINE STA 101+01 RT) USING NEW CONDUIT PULL EXISTING 1H STRAND SMFO FROM EXISTING JUNCTION BOX (APPROX M-LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE. PULL EXISTING 72 STRAND SMFO INTO VAULT FROM EXISTING JUNCTION BOX {APPROX L-LINE 36+35 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 72 STRAND SMFO TO NEW VAULT (L-LINE STA 23+ 15 RT) USING NEW CONDUIT ADJUST EXISTING ITS JUNCTION BOX TO GRADE. INSTALL SKID RESISTANT LID CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 1213.2. FURNISH ANO INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE ANO INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN J010 AND J011. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF. RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION SOX. PROTECT ANO '-'IAINTAIN EXISTING SER~CE CABINET REMOVE EXISTING PRWATE LUMINAIRE POLE. LUMINAIRE FIXTURE. JUNCTION SOX, AND ASSOCIATED CONDUIT ANO WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL ANO COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE PRIVATELY OWNED POLE ANO LUMINAIRE PER SPECIAL PROV1SIONS INSTALL 25-TA VAULT_ ROUTE CONDUIT INTO EXISTING VAULT. PROTECT ANO MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE INSTALL SKID-RESISTANT LIO. INSTALL 25-TA VAULT TO SE USED BY 1NTEGRA COMMUNICATIONS ROUTE 4" FISER CONDUIT INTO TYPE a JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPARE CONDUIT BYPASSES JUNCTION BOX. SEE SIGNAL PLANS FOR CONTINUATION OF SIGNAL INTERCONNECT INTERCEPT EXISTING ILLUMINATION CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSOOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE. SEE SIGNAL PLANS FOR CONTINUATION OF POWER INTERCEPT EXISTING FIBER CONDUIT ANO INSTALL TYPE 2 JUNCTION BOX PER WSOOT STD PLAN J-40.10-03. RE-ROUTE EXISTING FIBER CROSSING LOGAN AVE N TO NEW CONDUIT AND 25-TA VAULT. PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED. REMOVE EXISITNG JUNCTION BOX ANO ABANDON CONDUIT. GENERAL NOTES 1. SEE SHEET IL1 FOR GENERAL NOTES ANO WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE ILLUMINATION LEGEND ~ LUMINAIRE -SEE SCHEDULE ., .... l ~ LUMINAIRE -SEE SCHEDULE \-<"C ._ \.i\r,:, 1 4 .. "' IJ l2s~TAI ~ ------- & @ -=-·:.~,, ... ® ;R CITY OF RENTON Plcrin,rig/Bu,lding/Pwblic W k or 5 Dept. JUNCTION BOX TYPE 1 JUNCTION BOX TYPE JUNCTION BOX TYPE 8 25-TA VAULT SERVICE CABINET CONDUIT CONDUIT WIRE NOTE CONSTRUCTION NOTE • • .. ------~- SCALE ,;,.•.•.•.•, 20 0 20 FE~- CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET 40 IL4 ILLUMINATION AND INTERCONNECT PLAN A[-ININININIAIA i ' I 9 ~ " SE 34 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131(002) CONSTRUCTION NOTES v ::d £ a l() C\/ ~ ·' ~"- R~~-------------~------------------------------ :ii,.' . ':· ;,: . --- ----------------------- 1:-· :-,-: ~ (.!) 3 Cl w w (/) 0 l() + 0 l-LINE LOGAN AVE N ----+ 2~t.QQ__ ------~-----~,~~-0-~~-,---.--~G . F ~f---~ ~ -m_oo_ ~~-,-~ U) w ;z ::J :r: j -_...:.:.. __ .:::_ -J!~I~~~ Pl P20 '-'- 1s) BOEING "' -C-" ---------'-S:---~-- ~- P22 ---------- w z ~ I u ~ ~ --------------------7---------------- R/W __j 6_ 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet ~-- M MACIAS J. BEAis "' '-) 1 "~20· -- \ \ \ -=-·:,.;.,.,. ... , \ \ \ ;R \ \ \ CITY OF RENTON 0 0 0 0 0 © 0 © © @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ CONSTRUCT LUMIN.t>JRE POLE FOUNDATION PER ILLUMINATION DETAIL SHEET IL11 FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE. POLE. CONDUIT, WIRING AND ALL ASSOCIAT£0 EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE 1Df TO LUMINAIRE POLE SEE ILLUMINATION DETAILS SHEET IL11. COR STANDARDS PLANS 117.1, 117.2, 117.J, 121 ANO SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION INSTALL LUMINAIRE ON SIGNAL POLE. SEE SIGNAL SHEETS REMOVE EXISTING LUMINAIRE POLE. LUMINAIRE FIXTURE, JUNCTION BOX ANO ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS. SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS. PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION REMOVE AND REPLACE EXISTING JUNCTION SOX WITH TYPE 2 JUNCTION SOX PER WSOOT STD PLAN J-40.10-0J. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET or SLACK 48-STRAND SMFO IN JUNCTION BOX INSTALL CONDUIT INTO EXISTING JUNCTION BOX AND SPLICE CONDUCTORS PER WIRE SCHEDULE. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40 30-0J INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX ANO RE-ROUTE EXISTING 144 STRANO SMFO TO NEW VAULT (M-LINE STA 101+01 RT) USING NEW CONDUIT PULL EXISTING 144 STRANO SMFO FROM EXISTING JUNCTION BOX (APPROX. M-LINE STA 103+50 RT) USING NEW CONDUIT SPLICE PER WIRE SCHEDULE. PULL EXISTING 72 STRAND SMFO INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L-LINE J6+35 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 72 STRAND SMFO TO NEW VAULT (L-LINE STA 23+15 RT) USING NEW CONDUIT ADJUST EXISTING ITS JUNCTION BOX TO GRADE INSTALL SKID RESISTANT LID CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE fOUNDATtON PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PL.ANS. PROVIDE ANO INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN J010 AND J011. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED Off RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. PROTECT ANO MAINTAIN EXISTING SERVICE CABINET REMOVE EXISTING PRIVATE LUMIN.t>JRE POLE. LUMINAIRE FIXTURE. JUNCTION BOX. AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE PRIVATELY OWNED POLE AND LUMIN.t>JRE PER SPECIAL PROVISIONS INSTALL 25-TA VAULT. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT ANO MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. PROTECT AND MAINTAIN EXISTING CONDUIT CROSSING ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE INSTALL SKID-RESISTANT LID. INSTALL 25-TA VAULT TO BE USED BY INTEGRA COMMUNICATIONS ROUTE 4M FIBER CONDUIT INTO TYPE B JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPARE CONDUIT BYPASSES JUNCTION BOX. SEE SIGNAL PL.ANS FOR CONTINUATION OF SIGNAL INTERCONNECT. INTERCEPT EXISTING ILLUMINATION CONDUIT ANO INSTALL n'PE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE SEE SIGNAL PLANS FOR CONTINUATION OF POWER. INTERCEPT EXISTING FIBER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40. 10-03 RE-ROUTE EXISTING FIBER CROSSING LOGAN AVE N TO NEW CONDUIT ANO 25-TA VAULT. PROTECT EXISTING ITS JUNCTION BOX. ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED. REMOVE EXISITNG JUNCTION BOX ANO ABANDON CONDUIT GENERAL NOTES 1. SEE SHEET IL 1 FOR GENERAL NOTES ANO WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE. ILLUMINATION LEGEND ¢--------:p:-LUMIN!>JRE -SEE SCHEDULE ~ LUMINAIRE -SEE SCHEDULE i,.,< \.llf;i l ,\ i.'-::/~1 111 JUNCTION BOX TYPE i;.i JUNCTION BOX TYPE 2 I] 125-TAI ~ & 0 JUNCTION BOX TYPE a 25-TA VAULT SERVICE CABINET CONOUIT :,;,-' ----~__. SCAI_E CONDUIT WIRE NOTE CONSTRUCTION NOTE ............ 20 0 20 CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET FEET 4C soo 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washinglon 98104 -·· I ~-THOMSEN ® .i ML ..-..U . .., __ Plon1w1g/Bu;lding/Public W k or s Dept IL5 REVISION a, I DATE 1 APPR M MACtAS __ , NO ILLUMINATION AND INTERCONNECT PLAN AI-ININININIAIA I w ~ z ~ ~ " l() :::! ~ a t::/ (/) ~----------------- ~:,,;. L-LINE SE 14 SEC 7, T 23 N, R 5 E, W.M. ------~~ -------------_ _j______ ,. ------------ ,_ :,;,.,. :i;..-. i- LOGAN AVE N _ 32t00 _ +--,r-~ _ ~ ___ 33t_OO __ -___ ~ _ ~ _ ~ _ ~ _ ~ _ = -~ ___ J~oo ___ -~ "\. Ip-~--~ =~ ~ P24 / P25 P26 • c" • ,, ~ . BOEING ~ / BOEING;;; BOEING~ R/W 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet -,··=20· M MACIAS _,,... ... -:-,...;·-,..;7,.., J. BEAN !R __ , 800 424-5555 FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES ~ (.'.) :;: a i.J.I i.J.I (/) l() r-- + v r<) ~ (/) i.J.I z _J SZII u ~ ::a: CITY OF RENTON 0 0 0 0 © © 0 © 0 @ @ @ @ e @ @ ® @ @ @ @ @ @ @ @ CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAIL SHEET IL 11. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT, APPLY DECAL NUMBERING WITH COR POLE ID# TO LUMINAIRE POLE. SEE ILLUMINATION DETAILS SHEET IL 11, COR STANDARDS PLANS 117.1, 117.2, 117.3, 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION INSTALL LUMINAIRE ON SIGNAL POLE, SEE SIGNAL SHEETS REMOVE EXISTING LUMINAlRE POLE, LUMINAIRE FIXTURE, JUNCTION BOX AND ASSOCIATED CONDUIT ANO WIRING GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE CITY OWNED POLE AND LUMINAIRE PER SPECIAL PROVISIONS PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. RE~OVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSOOT STO PL.AN J-40. 10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SL.ACK 48-STRANO SMFO IN JUNCTION BOX INSTALL CONDUIT INTO EXISTING JUNCTION BOX AND SPLICE CONDUCTORS PER WIRE SCHEDULE. INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.J0-03. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX ANO RE-ROUTE EXISTING 144 STRANO SMFO TO NEW VAULT (~-LINE STA 1 01 +01 RT) USING NEW CONDUIT PULL EXISTING 144 STRAND SMFO FROM EXISTING JUNCTION BOX (APPROX M-LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE PULL EXISTING 72 STRANO SMFO INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L-LINE J6+35 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 72 STRAND SMFO TO NEW VAULT (L-LINE STA 23+15 RT) USING NEW CONDUIT ADJUST EXISTING ITS JUNCTION BOX TO GRADE. INSTALL SKID RESISTANT LID CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PL.ANS. PROVIDE ANO INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN J010 AND J011. CONNECT ALL FIELD WIRING, TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTING INSPECTION IS SIGNED OFF RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX PROTECT AND MAINTAIN EXISTING SERVICE CABINET REMOVE EXISTING PRIVATE LUMINAIRE POLE. LUMINAIRE FIXTURE. JUNCTION SOX. AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' SELOW PROPOSED GRADE. BACKFILL ANO COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE PRIVATELY OWNED POLE ANO LUMINAIRE PER SPECIAL PROVISIONS INSTALL 25-TA VAULT ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT ANO FIBER IN PLACE PROTECT ANO MAINTAIN EXISTING CONDUIT CROSSING ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE INSTALL SKID-RESISTANT LID. INSTALL 25-TA VAULT TO BE USED BY INTEGRA COMMUNICATIONS. ROUTE 4" FIBER CONDUIT INTO TYPE 8 JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPARE CONDUIT BYPASSES JUNCTION BOX SEE SIGNAL PL.ANS FOR CONTINUATION OF SIGNAL INTERCONNECT. INTERCEPT EXISTING ILLUMINATION CONDUIT ANO INSTALL TYPE 2 JUNCTION SOX PER WSOOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE SEE SIGNAL PLANS FOR CONTINUATION OF POWER. INTERCEPT EXISTING FISER CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSOOT STD PLAN J-40.10-0J RE-ROUTE EXISTING FIBER CROSSING LOGAN AVE N TO NEW CONDUIT AND 25-TA VAULT PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED. REMOVE EX1SITNG JUNCTION BOX AND ABANDON CONDUIT GENERAL NOTES 1. SEE SHEET IL1 FOR GENERAL NOTES AND WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE. ILLUMINATION LEGEND ¢--------J::l'. LUMINAIRE -SEE SCHEDULE ,-,· ~ LUMINAIRE -SEE SCHEDULE Mt\~ 14 i I\\ ,;1 Ill " I] 125-TAI ~ ~ 0 JUNCTION BOX TYPE JUNCTION SOX TYPE 2 JUNCTION BOX TYPE 8 25-TA VAULT ....... SERVICE CABINET CONDUIT SCALE CONDUIT WIRE NOTE ,,,,, ........ . 20 0 20 CONSTRUCTION NOTE CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET FEET '"._11., 4C UTIL1T1ES UNDERGROUND LOCATION CENTER ~ 206-436-051511-800-615-9901 505 5th Avenue S, Suite 300 Seattle. Washington 98104 ""'""'"" _,.:, THOt.lS[N "Fw.'"""' ~---I ® Plonning/Bvilding/Pvblic W orks Oepl IL6 NO REVISION 8' I DATE I APPR M MACIAS --· ILLUMINATION AND INTERCONNECT PLAN AI-ININININIAIA I SE 14 SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 (002 ' c.o /.,I / / I// ~:~ ________ __J_l __ _/ , ...J ('.) ;;:: 0 w w (/) lf) 9 ' t1• I ( '" Iii :I: lo z - " + st LOGAN AVE N _ __:L:El _ 3St00 _,,~,.__~ -~-~---36t.~ I') ;:: (/) I u t: :::; R/W 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ "'\. I >(· 11 -----~--=+---.-'" .. < ..... ,~.'- -. • ·"'-0 ' "· "'-<> \; -.;::~-:---~ \ .1 t Perteet 206-436-0515 l 1-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 . \ /r t I I I - NO CONSTRUCTION NOTES r I ~ ,,, '· ....... '-' ,-'i. ' ' ! ', " --------.,, ", R/W A . -~-~~------., '::::_,_'---'-=c==~~-~_ec•• ~~~----" I _ 37t00 _ ~ _ +-_ ---.-c---+-_ ---lli@ -.-. - -::.r-s~ .,,_..., ; ..--;'-,,c,:; I I I " --// / / i '. -----,------r ~J --------J ----- -1 "~20' -~~~-,; ... ~ ~AC•AS '"" ;R -- CITY OF RENTON (i) 0 0 0 © © 0 © 0 @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ @ CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAIL SHEET IL 1 I. FURNISH AND INSTALL DECORATIVE LUMINAIRE FIXTURE. POLE. CONDUIT. WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE 10/ TO LUMINAIRE POLE SEE ILLUMINATION DETAILS SHEET IL 11, COR STANDARDS PLANS 117.1, 117.2, 117.3. 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION INSTALL LUMINAIRE ON SIGNAL POLE. SEE SIGNAL SHEETS REMOVE EXISTING LUMINAIRE POLE. LUMINAIRE FIXTURE. JUNCTION BOX AND ASSOCIATED CONDUIT AND WIRING GRIND DOWN EXISTING FOUNDATION 2" BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE CITY OWNED POLE ANO LUMINAIRE PER SPECIAL PROVISIONS. PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSOOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JU"<CTION BOX COIL 600 FEET OF SLACK 48-STRAND SMFO IN JUNCTION BOX. INSTALL CONDUIT INTO EXISTING JUNCTION BOX AND SPLICE CONDUCTORS PER WIRE SCHEDULE INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXIST1NG 144 STRAND SMFO TO NEW VAULT (M-LINE STA 101+01 RT) USING NEW CONDUIT. PULL EXISTING 144 STRANO SMFO FROM EXISTING JUNCTION BOX (APPROX M-LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE PULL EXISTING 72 STRAND SMFO INTO VAULT FROM EXISTING JUNCTION BOX (APPROX L-LINE 36+35 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE INSTALL CONDUIT INTO EXISTING ITS JUNCT10N BOX AND RE-ROUTE EXISTING 72 STRAND SMFO TO NEW VAULT (L-LINE STA 23+ 15 RT) USING NEW CONDUIT ADJUST EXISTING ITS JUNCTION BOX TO GRADE. INSTALL SKID RESISTANT LID CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PRO\/lDE AND INSTALL FULLY FURNISHED 120/240V ELECTRICAL SERVICE CABINET PER COR STD PLAN J010 AND J011. CONNECT ALL FIELD WIRING. TRANSPORTATION MAINTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET L•GHTING INSPECTION IS SIGNED OFF RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. PROTECT ANO MAINTAIN EXISTING SERVlCE CABINET REMOVE EXISTING PRIVATE LUMINAIRE POLE. LUMINAIRE FIXTURE, JUNCTION BOX, ANO ASSOCIATED CONDUIT AND WlRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE PRIVATELY OWNED POLE ANO LUMINAIRE PER SPECIAL PROVISIONS INSTALL 25-TA VAULT. ROUTE CONDUIT INTO EXISTING VAULT. PROTECT ANO MAINTAIN EXISTING CONDUIT AND FIBER IN PLACE. PROTECT ANO MAINTAIN EXISTING CONDUIT CROSSING. ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID-RESISTANT LID. INSTALL 25-TA VAULT TO BE USED BY INTEGRA COMMUNICATIONS ROUTE 4" FIBER CONDUIT INTO TYPE 8 JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPARE CONDUIT BYPASSES JUNCTION BOX. SEE SIGNAL PLANS FOR CONTINUATION OF SIGNAL INTERCONNECT INTERCEPT EXISTING ILLUMINATION CONDUIT ANO INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40. 10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE SEE SIGNAL PLANS FOR CONTINUATION OF POWER INTERCEPT EXISTING FIBER CONDUIT ANO INSTALL TYPE 2 JUNCTION BOX PER WSOOT STD PLAN J-40.10-03. RE-ROUTE EXISTING FIBER CROSSING LOGAN AVE N TO NEW CONDUIT ANO 25-TA VAULT PROTECT EXISTING ITS JUNCTION BOX, ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION PROPOSED UNDERGROUND SYSTEM MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER ONCE FIBER HAS BEEN RE-ROUTED. REMOVE EXISITNG JUNCTION BOX AND ABANDON CONDUIT GENERAL NOTES 1. SEE SHEET 1L1 FOR GENERAL NOTES AND WIRING SCHEDULE. 2. SEE SHEET IL9 FOR LUMINAIRE SCHEDULE. ILLUMINATION LEGEND ¢,-------,:z LUMINAIRE -SEE SCHEDULE i,~~. ', :0,: ~ ",q LUMINAIRE -SEE SCHEDULE M /\'1 "t 4 " 1}1 J 111 JUNCTION BOX TYPE I.ill JUNCTION BOX TYPE I] 125-TAI ~ JUNCTION BOX TYPE 8 25-TA VAULT SERVlCE CABINET CONDUIT (. :.--; . SCAl.f ............ Li:, 0 CONDUIT WIRE NOTE CONSTRUCTION NOTE 20 0 20 CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET FE::T 4C ·-J THO~SEN .,....,.,.,.,_ ~""'-""' ~ Plorning/Build,ng/Public Works Dept IL7 REVISION B< DATE APPR -M. ~ACIAS ILLUMINATION AND INTERCONNECT PlAN A\-\N\NININ\A\AI ~ z 0 3 " Q 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 ! UTILITIES UNDERGROUND LOCATION CENTER NE 34 SEC 18, T 23 N, R 5 E, W.M. ,f I") ...J '-' 3::: 0 w w (/) --------z -------------------------------------J R/W ----------- ------I M-LINE , ...._......_ / N 3RD ST [ ---:-_ I ~ !!f '<t" ffe -----I ---i Cc .........._IJ ~ 5 •. c.------.._:_ -=------,---'--'-'---'...C .. c.;__,cec_,<,:<,,-e:: ____ <~--.. -cc-1~ 11 ---~--.. <( -1·· ~·-------~-cc-·· 1 -------------!---------c..:_;/·~:.,,,_ ~ /; --1 ~ ----; ------~ . . w . ~ / ---/ z -,_ • J • I / u / ::::; ~ I ~ Perteet 206-436-051511·000-615-990· 505 51h Avenue S. Suite 300 Seattle. Washington 98104 so REVISION 80 I DATE I APPR • ~~,11 -~ ........... r.i. -M MACIA5 J. 81:A~ --_..;:, H101.15[N M MACIAS ...... I'- / "''-.... 1"=20' --"'"'ll.""'[ OM<rrOM:"O<>< """"""""°""'-' I I I I I I I (_ ..... ..... ' I I I I I I I I I I I I I I I I ..... ..... ..... ..... ..... ..... ~ ~ ..... ..... ...... ' ~: . .:.-;, .... ;R FEDERAL AID NO. STPUL-1131 (002) CONSTRUCTION NOTES CITY OF RENTON 0 0 0 0 © © 0 © © @ @ @ @ e @ @ @ @ @ @> @ @ @ @ @ CONSTRUCT LUMINAIRE POLE FOUNDATION PER ILLUMINATION DETAIL SHEET IL 11. FURNISH AND INSTALL OECOR/1,TIVE LUt.llNAIRE Fl)(TURE, POLE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT; APPLY DECAL NUMBERING WITH COR POLE 1Df TO LUMINAIRE POLE SEE ILLUMINATION DETAILS SHEET IL 11, COR STANDARDS PLANS 117.1, 117.2, 117.3. 121 AND SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION INSTALL LUMINAIRE ON SIGNAL POLE. SEE SIGNAL SHEETS REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION BOX AND ASSOCIATED CONDUIT AND WIRING GRIND DOWN EXISTING FOUNDATION 2' 8ELOW PROPOSED GRADE. BACKFILL ANO COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE CITY OWNED POLE ANO LUMINAIRE PER SPECIAL PROVlSIONS PROTECT EXISTING LUMINAIRE AND CONDUIT. MAINTAIN POWER DURING CONSTRUCTION. REMOVE AND REPLACE EXISTING JUNCTION BOX WITH TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. ROUTE NEW CONDUIT INTO NEW TYPE 2 JUNCTION BOX. COIL 600 FEET OF SLACK 48-STRAND SMFO IN JUNCTION BOX INSTALL CONDUIT INTO EXISTING JUNCTION BOX AND SPLICE CONDUCTORS PER WIRE SCHEDULE INSTALL TYPE 8 JUNCTION BOX PER WSDOT STD PLAN J-40.30-03 INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 144 STRANO SMFO TO NEW VAULT (M-LINE STA 101+01 RT) USING NEW CONDUIT PULL EXISTING 144 STRAND SMFO FROM EXISTING JUNCTION BOX (APPROX M-LINE STA 103+50 RT) USING NEW CONDUIT. SPLICE PER WIRE SCHEDULE PULL EXISTING 72 STRAND SMFO INTO VAULT FROM EXISTING JUNCTION 80X (APPROX L-LINE 36+35 RT) USING NEW CONDUIT SPLICE PER WIRE SCHEDULE. INSTALL CONDUIT INTO EXISTING ITS JUNCTION BOX AND RE-ROUTE EXISTING 72 STRANO SMFO TO NEW VAULT (L-LINE STA 23+ 15 RT) USING NEW CONDUIT ADJUST EXISTING ITS JUNCTION BOX TO GRADE INSTALL SKID RES1STANT LID CONSTRUCT COMBINED CONTROLLER/BBS/CONTACTOR CONCRETE FOUNDATION PER COR STO PLAN 126.2. FURNISH AND INSTALL CONTROLLER CABINET PER SIGNAL PLANS. PROVIDE AND INSTALL FULLY FURNISHED 120/24DV ELECTRICAL SERVICE CABINCT PER COR STD PLAN J010 ANO J011 CONNECT All FIELD WIRING, TRANSPORTATION MAlNTENANCE ASSISTANT MANAGER ERIC CUTSHALL WILL COORDINATE POWER CONNECTION WITH THE UTILITY COMPANY ONCE STREET LIGHTl!'IG INSPECTION IS SIGNED OFF RUN 1-2" SPARE CONDUIT TO ADJACENT JUNCTION BOX. PROTECT ANO MAINTAIN EXISTING SERVICE CABINET REMOVE EXISTING PRIVATE LUMINAIRE POLE, LUMINAIRE FIXTURE, JUNCTION BOX, AND ASSOCIATED CONDUIT AND WIRING. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT ALL VOIDS PER SPECIAL PROVISIONS SALVAGE PRIVATELY OWNED POLE ANO LUMINAIRE PER SPECIAL PR0v1S1DNS INSTALL 25-TA VAULT ROUTE CONDUIT INTO EXISTING VAULT. PROTECT AND MAINTAIN EXISTING CONDUIT AND FIBER IN PlACE. PROTECT AND '-IAINTAIN EXISTING CONDUIT CROSSING ADJUST EXISTING ILLUMINATION JUNCTION BOX TO GRADE. INSTALL SKID-RESISTANT LIO. INSTALL 25-TA VAULT TO BE USED BY INTEGRA COMMUNICATIONS ROUTE 4" FIBER CONDUIT INTO TYPE a JUNCTION BOX INSTALLED PER SIGNAL PLANS. SPARE CONDUIT BYPASSES JUNCTION BOX. SEE SIGNAL PLANS FOR CONTINUATION OF SIGNAL INTERCONNECT. INTERCEPT EXISTING ILLUMINATION CONDUIT AND INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-03. SPLICE CONDUCTORS PER WIRE SCHEDULE SEE SIGNAL PL.ANS FOR CONTINUATION OF POWER. INTERCEPT EXISTING FIBER CONDUIT ANO INSTALL TYPE 2 JUNCTION BOX PER WSDOT STD PLAN J-40.10-D3 RE-ROUTE EXISTING FIBER CROSSING LOGAN AVE N TO NEW CONDUIT AND 25-TA VAULT. PROTECT EXISTING ITS JUNCTION BOX. ALL ASSOCIATED CONDUIT AND FIBER DURING CONSTRUCTION. PROPOSED UNDERGROUND SYSTDA MUST BE COMPLETED PRIOR TO RE-ROUTING OF FIBER. ONCE FIBER HAS BEEN RE-ROUTED. REMOVE EXISITNG JUNCTION BOX ANO ABANDON CONDUIT. GENERAL NOTES 1. SEE SHEET IL1 FOR GENERAL NOTES AND WIRING SCHEDULE 2. SEE SHEET 1L9 FOR LUMINAIRE SCHEDULE. ILLUMINATION LEGEND . ·,! • i-..; \ --. · . .-'P'. LUMINAIRE -SEE SCHEDULE ~ LUMINAIRE -SEE SCHEDULE . M/i.'i l / i:J\, Ill " II] 125-TAI ~ & 0 I JUNCTION BOX TYPE JUNCTION BOX TYPE 2 JUNCTION BOX TYPE B 25-TA VAULT SERVICE CABINET CONDUIT SCALE ,.,._._._._., CONDUIT WIRE NOTE CONSTRUCTION NOTE 20 0 20 CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET FEET ,JU ~ ' arks Dept P•ar,n;ng/Building/Publ',: W ILB ILLUMINATION AND INTERCONNECT PlAN AI-ININININIAIA ~ LUMINAIRE SCHEDULE I FEDERAL AID NO. STPUL-1131 (002) LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE MOUNTING POLE DECAL # ARM HEIGHT TYPE CIRCUIT # COMMENTS !· 1 L-LINE STA 14+57 47.1' RT "DECORATIVE" 135W, 80 LED. 4K (M-111-FC) 240 VOLT ,· 35' A P1 L-LINE STA 14+62 57.0' RT "DECORATIV£" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. C P2 L-LINE STA 15+15 48.0' RT "DECORATIVE" 60W. 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. 0 ' l-LINE STA 15+75 46.5' RT "DECORATIVE" 1]5W, ao LED, 4K (M-111-FC) 240 VOLT ,· 35' 8 ~ PJ SHARED POLE W/2 "DECORATIVE" 60W. 30 LED. 4K (5-11-FC) 240 VOLT ,· ,.. C P4 L-LINE STA 16+30 44.0' RT "DECORATIVE" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. D ' L-LINE STA 16+85 44.0' RT "DECORATIVE" 135W, 80 LED, 4K (M-111-FC) 240 VOLT ,· 35' A ~ PS SHARED POLE W/3 "DECORATIVE" 60W. 30 LEO, 4K (5-11-FC) 240 VOLT ,· ,.. C ~ P6 L-UNE STA 17+45 47.6' RT "DECORATIVE" 60W, 30 LEO, 4K (5-11-FC) 240 VOLT ,· ,.. 0 ~ ' REFER TO SIGNAL PLANS "DECORATIVE" 135W, 80 LEO, 4K (M-111-FC) 240 VOLT ,· 35' B SEE SIGNAL PLANS " P7 REFER TO SIGNAL PLANS "DECORATI\IE" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· 14' C SEE SIGNAL PLANS 6 REFER TO SIGNAL PLANS "DECORATIVE" 135W, 80 LED, 4K (M-111-FC) 240 VOLT 12· 35' 8 SEE SIGNAL PLANS 7 REFER TO SIGNAL PLANS "DECORATIVE" 13SW, 80 LED, 4K (M-111-FC) 240 VOLT ,· 35' A SEE SIGNAL PLANS B REFER TO SIGNAL PLANS "DECORATIVE" 13SW, 80 LEO, 4K (M-111-FC) 240 VOLT 12' 35' A SEE SIGNAL PL.ANS pg L-UNE STA 19+.:55 32.0' RT "DECORATIV£"" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. D 9 L-LINE STA 20+00 32.0' RT "DECORATIVE" 13SW. 80 LEO, 4K (M-111-FC) 240 VOLT ,. 35' 8 P10 SHARED POLE W/9 "DECORATIVE" 60W, JO LED, 4K (5-11-FC) 240 VOLT ,· ,.. C P11 L-LINE STA 20+75 .:52.0' RT "DECORATIVE .. 60W, ]0 LEO. 4K (5-11-FC) 240 VOLT ,· 14' 0 10 L-LINE STA 21+50 32.0' RT ""DECORATIVE" 135W, 80 LED, 4K (M-111-FC) 240 VOLT ,· 35' A P12 SHARED POLE W/10 "DECORATIVE" 60W, 30 LEO, 4K (5-11-FC) 240 VOLT ,· 14' C P1J L-UNE STA 22+25 32.0' RT "DECORATIVE" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· 14' D 11 L-LINE STA 23+00 32.0' RT ""DECORATIVE" 135W. 80 LED. 4K (f.1-111-FC) 240 VOLT ,· 35' 8 P14 SHARED POLE W/11 "DECORATIVE"" 60W, ]0 LED, 4K (5-11-FC) 240 VOLT ,· 14 C " REFER TO SIGNAL PLANS "DECORATIVE" 135W, 80 LED, 4K (M-111-FC) 240 VOLT ,,. 35' 8 SEE SIGNAL PLANS 1J REFER TO SIGNAL PLANS '"DECORATIVE" 135W, 80 LED, 4K (M-111-FC) 240 VOLT ,,. 35' A SEE SIGNAL PLANS P,5 L-LINE STA 24+65 32.0' RT "DECORATIVE" 60W. 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. 0 14 L-UNE STA 25+20 32.0" RT '"DECORATIVE" 135W, 80 LEO, 4K (M-111-FC) 240 VOLT ,· 35' B P16 SHARED POLE W/14 "DECORATIVE"' 60W, 30 LEO, 4K (5-11-FC) 240 VOLT ,· ,.. C P17 L-UNE STA 26+00 32.0" RT "OECORATIV£" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· 14' D 15 L-LINE STA 26+75 32.0' RT "DECORATIVE" 135W. 80 LED. 4K (M-111-FC) 240 VOLT ,· 35' A P1B SHARED POLE W/15 "DECORATIVE'" 60W, 30 LED. 4K (5-11-FC) 240 VOLT ,· 14' C P'9 L-LINE STA 27+50 32.0' RT "DECORATIVE"' 60W. 30 LED. 4K (5-11-FC) 240 VOLT ,· 14' D 16 L-UNE STA 28+25 32.0" RT "DECORATIVE" 135W. 80 LEO, 4K (M-111-FC) 240 VOLT ,· 35' 8 P2D SHARED POLE W/16 "OECORATIVC 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. C '" L-LINE STA 29+00 32.0' RT ~DECORATIVE" 60W, 30 LEO, 4K (5-11-FC) 240 VOLT ,· 14' 0 17 L-LINE STA :29-1-75 32.0" RT "'DECORATIVE" 135W. 80 LED. 4K (M-111-FC) 240 VOLT ,· 35' A P22 SHARED POLE W/17 "DECORATIVE"" 60W, 30 LEO, 4K (5-11-FC) 240 VOLT ,· ,.. C "' L-LINE STA 30-1-50 32.5' RT "DECORATIVE"" 60W, 30 LED. 4K (5-11-FC) 240 VOLT ,· ,.. 0 18 L-LINE STA 31+25 32.5' RT ""DECORATIVE" 1J5W. 80 LEO. 4K (M-111-FC) 240 VOLT ,· 35' 8 P24 SHARED POLE W/18 "DECORATIVE" 60W, 30 L£0, 4K (5-11-FC) 240 VOLT ,· ,.. C p,s L-LINE STA 32+00 32.5' RT "DECORATIVE" 60W. 30 LED. 4K (5-11-FC) 240 VOLT ,· 14 D 19 L-UNE STA 32+ 75 32.5" RT "DECORATIVE" 135W, 80 LED, 4K (M-111-FC) 240 VOLT ,· 35' A P26 SHARED POLE W/19 "DECORATIVE" 60W, 30 LED. 4K (5-11-FC) 240 VOLT ,· ,.. C PV L-LINE STA 33+50 32.5" RT "DECORATIVE" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. 0 '. ,a L-LINE STA 34+25 32.5' RT "DECORATIVE" 135W. 80 LEO. 4K (M-111-FC) 240 VOLT ,· 35' B P28 SHARED POLE W/20 "DECORATIVE'" 60W, 30 LED, 4K (5-11-FC) 240 VOLT ,· ,.. C \jli\'I "\ It P29 L-LINE STA 35+00 32.5' RT "DECORATIVE" 60W, 30 LED. 4K (5-1 I -FC) 240 VOLT ,· ,.. D " L-LINE STA 35+65 32.5' RT "DECORATIVE" 135W, 80 LED, 4K (M-111-FC) 240 VOLT ,· 35' A e P30 SHARED POLE W/21 "DECORATIVE" 60W, 30 LEO. 4K (5-1 I -FC) 240 VOLT ,· ,.. C ........ ,'· 90% SUBMITTAL P8 M-LINE STA 101 +21 19· RT "'OECORATIVC 60W, 30 LEO. 4K (5-11-FC) 240 VOLT ,· ,.. A CHECK PRINT 5 M-LINE STA 101+86 22' RT "DECORATIVE" 1J5W. 80 LED, 4K (M-111-FC) 240 VOLT 10· 35' C NOT FOR CONSTRUCTION w ~ Perteet -~ " CALL 2 BUSINESS DAYS BEFORE YOU 01G i . ~ NONE __,,.....,,..,,, .. , ;R CITY OF CITY OF RENTON -"'! M MACIAS ® LOGAN AVENUE N """""'" 1 800 424-5555 206--436-0515 11-800-615-990( ! ~ ~ -RENTON N AIRPORT WAY TO 6TH STREET ,_ ( 5047~ ~ ' ''"' ~- 505 5th Avenue S. Suite 300 ;r (I/ ( r;,,'-"'i,. J. THOMSEN I I Plonnif'g/8<.Jilding/Public Works Dept IL9 UTILITIES UNDERGROUND LOCATION CENTER Seattle. Washington 98104 10//AL \~ so REVISION 8Y DATE APPR -.--., ILLUMINATION AND INTERCONNECT PLAN ... ,['", " M. "'ACIAS IAI-INININ NIAIA I ~ ci u_ 0: 0. 0. ~ I FEDERAL AID NO. STPUL-1131(002) ~ II:'. ~ C,) -, 3: 0 -' w rn r----------------:IT,: (J 7 I , : 12 lw 6 I : LOGAN AVE N : ~ ' I I I 2 3 4 8 i : 9 10 I 11 13 14 15 16 ~W 1--:: __ : __ :-___ :=t: CIRCUff B -=x=k= : ___ ~:::::: __ ;l,_:::CIRCU,T A]_ :_:: ___ : -W:::;_::_: ____ Jt--__ ::~:: ____ ;-±:::::::~::_:::_ ~-=r: -+-: _____ :::1~-~--;=_; __ :±; __ ::::;_~_:::J,_; ___ :-__ :: ~ ' P3 PS: P7 PIO _ P12 P14 111 P16 PIS _ P20 <l: Z: k---------------i--------------1--------&-------------------------------------------------------1------------i-------------------------------------i------------------------------------------------------------%:----------------------------------------1,+ -----------------i-------------------------------------------------%:------------------------------------------------------i----------------iJ ::e Pl P2 P4 ! ~6 CIRCUIT O _pg Pll P13 1_u P15 P17 P19 P21 ~5 \,cl:( PB I,; C II:'. I') z w 6 rn <l: w w (/) ~ ' ~ CIRCUIT C SC#0140 I,; I ~ z LOGAN AVE N w• 17 [CIRCU'1 A 18 rCIRCU'1 B 19 f CIRCUIT C 20 21 ~ _l _________________ ±-t; __________ i ___________ J _________________ l I,; ~ ILLUMINATION LEGEND ':;j: P22 P24 P26 P28 P30 ::e ----------------!t---------------%:------------*----------------§ r·-P23 P25 P27 P29 l CIRCUIT D 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION ---- z - ~ DECORATIVE ROADWAY LUMINAIRE ~ DECORATIVE PEDESTRIAN LUMINAIR[ ~ ELECTRICAL SERVICE CA81N[T -------CIRCUIT A -----CIRCUIT 8 -·-·-·-·-·-·-·-CIRCUIT C ----·--·-CIRCUIT D ·; "\-.< .. \'<,_\ .. · \ti"'\ \ !:. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990( 505 5th Avenue S, Suite 300 Seattle. Washington 98104 so REVISIOl'I 8> --· M MAC•AS -,= -I I DATE l APPR I ~· THOMSEN NONE --=-: . .:.w. .. , ~ .::::., -I '""'""'""" __ , ;R CITY OF RENTON Planning/8uild1ng/Put,l;c W orks Dept CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TO 6TH STREET ILLUMINATION CIRCUIT DIAGRAM Id MACIAS IL 10 IAI-ININININIAIA I w > < z ~ ~ • PAINT SPECIFICATIONS: All ALUMINUM LUMINAIRE AND POLE RELATED PARTS SHALL BE FACTORY PRIMED ANO POWDER COATED. FINISH COi QR· RAL 9005TX '"JET BLACK" OECORATIYE I !JMINAIRf P91 f NOTES • ROUND TUBULAR SECTION (NO TAPER) ROUND TAPERED POLE SECTION (0.14'"/FT) NOMINAf. LUMIN"AIRE HEIGHT (LUMINAIRE HEIGHT + SHROUD) ,• "le ;.,~ ' ROUND POLE CAf' LUf,ONAIRE ARM LENGTH PER ALUMINUM SHROUD (BY '-IANUFACTURER) om~us 55 SERIES LED LUMINAIRE (WATTAGE PER PLANS. 4.000K CCT. 120-277V UNIVERSAL DRIVER. WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. ( 4) CNAL SLOTS ACCEPTING 1 "x48"x4" GALVANIZED STEEL ANCHOR BOLTS ROADWAY LIGHT ( 4) OVAL SLOTS ACCEPTING 1 "~48"x4" GALVANIZED STEEL ANCHOR BOLTS PEDESTRIAN LIGHT FOR MOUNTING ARM DETAILS SEE STO PLAN 117.3. ~ 'i'i' TJ.LIJ BASE PLATE DETAIL NTS SECURE TOP BANNER BRACKET WITH THROUGH BOLTS ANO SHIM TO LEVEL PER MANUFACTURER'S INSTRUCTIONS SECURE BOTTOt.l BANNER BRACKET --------------. WITH ADJUSTABLE STAINLESS STEEL BANOS ANO SHIM TO LEVEL PER MANUFACTURER"S INSTRUCTIONS OOMUS SMALL SERIES LED LUMINAIRE -._ (WATTAGE PER PLANS, 4.000K CCT. 120-277V UNIVERSAL DRIVER. WITH fl.AT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). DRIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR MOUNTING ARM DETAILS SEE STD PLAN 117.3 i' ~ •f-0 ~ FOR STREET LIGHT STANDARD DECAL NUMBERING DETAIL, REFER TO CITY OF RENTON STD PLAN 121. ~ I ~ ~ 0 ~ 0 ' .. 10·· BASE DIAMETER. 40'-0" LONG (CONTINUOUS), SMOOTH ROUND TAPERED (0.14"/FT) ALUMINUM POLE REINFORCED HANDHOLE WITH COVER ARM ~ (2) BANNER BRACKETS WITH PRESSURE RELEASE SPRINGS WITH PROTECTIVE RUBBER COATING 3'-0" I f., 0 z e w m , 0 z ./ ~ 0 : e a . I" ~ ~ ~ ~ ~ < ~ B a- ~ • " 0 • 0 I "' , ~ e • 0 • • 0 • " w z ~ m g 0 ' ;,, f O" LEVEL BANNER TO BE PROVIDED AND INSTALLED BY OTHERS 0 LML SIDEWALK OR 0 ' ;,, " INSTALL ANCHOR BOLT COVERS (PROVIDED BY f.lANUFACTURER) PLANTER STRIP FOR FOUNDATION SEE THIS SHEET INSTALL GROUT. PROVIDE 1/2" OIA DRAIN TUBE THROUGH GROUT DECORATIVE ROADWAY /PEDESTRIAN LUMINAIRE NTS 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION Perteet POLE Q ~1 180" O' i . • DECORATIVE ROADWAY LUMINAIRES ARE MOUNTED AT o· • DECORATIVE PEDESTRIAN LUMINAIRES ARE '-IOUNTED AT 180" HANDHOLES ARE • MOUNTED AT 1 80" • BANNER SUPPORT BRACKETS ARE '-IOUNTED AT O' ROADWAY LIGHT " pl. 180--0- 70· iji:' ~~ Oe • DECORATIVE PEDESTRIAN LUMINAIRES ARE MOUNTED AT 180' (UNLESS OTHERWISE • NOTED ON PLANS) • HANDHOLES ARE MOUNTED AT 180" PLANT SUPPORT BRACKETS ARE MOUNTED AT O' (UNLESS OTHERWISE NOTED ON PLANS) PEDESTRIAN LIGHT ORIENTATION LOCATION NTS GROUNDING CONDUCTOR NON-INSULATED #4 AWG STRANDED COPPER PROVIDE J' MIN. SLACK ROUTING CONDUCTOR TO LUMINAIRE GROUNDING STUO CONDUIT PER ILLUMINATION DRAWINGS " ' " ,_ _ _, I I I I ~ I I 11 I I I' I I :~// ~--'ti=t ct~"'~"/ EXTEND THE CONDUIT 6" MIN --+----< BEYOND THE FOUNDATION OR THE CONTROLLED DENSITY BACKFILL 2-1/2" CLR +--i-i+--1 I 1, I I I 1' I I_I :: I I I 11 I ,--1,r-r J .. MIN ~ -1--4-t.-- l I T 111 I I 11 I I II I I II I I :: I I '1-r--t--+ 11 I I II I I :: I I LI I I rr1-1 0 z u ~ ~ ;, X 0 " C ~ 0 ~ ~ ! C 0 EXOTHERMIC WELD CONDUCTOR 11 TO STEEL REINFORCING SAR i1 I I . :: I I >----J'-o"----, / ~ EIGHT #7 BARS, EVENLY SPACED ANCHOR BOLTS PROVIDED /~ 0'1· -15 \ ~::::x:~ ,-~ :'.I-0 I .0 t \. -~,_/ BY MANUFACTIJRER (TYP.) 2-1/2"" CLR. f/4 HOOP (TYP.) ', BOLT CIRCLE DIAMETER PER MANUFACTURER"S RECOMMENDATION 0 I • ~ l_.11 I , I I I j_JL_l-_!L----l---l. I 11 I '1 I I ,di ' ,,,, ' ' I I I I I I 't, I I ~ -,. -,. -+~-~ CONCRETE CLASS 4000P #4 HOOP ("TYP.) FOUNDATION DETAIL fOUNDAllON PLAN \IEW M. MACIAS j_ BEAN NTS NONE "°"''""'"--;-,.;.;·-,..-,7,,., ;R ~ " w I " z " z => 0 ::; a I " FEDERAL AID NO. STPUL-1131(002) ___ VAULT PER PL.AN PLANTER SIDEWALK 24" MIN JUNCTION BOX PER PLANS ~c_ M I Tl N TYPICAL CONDUIT TRENCH DETAIL NTS ROUND POLE CAP 4'-0"" :'1 ~ OOMUS SMALL SERIES LED ~ LUMINAIRE (WATTAGE PER PLANS, 4.000K CCT. 120-277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY LUMEC (OR APPROVED EQUAL). ORIVER SHALL BE INTEGRAL TO THE FIXTURE. FOR '-IOUNTING ARM DETAILS SEE STD PLAN 117.J. FOR STREET LIGHT ___/ STANDARD DECAL NUMBERING DETAIL. REFER TO CITY OF RENTON STD PLAN 121. 7" BASE DIAMETER, !8'-0"" LONG (CONTINUOUS). SMOOTH ROUND TAf'ERED (0.14"/FT) ALUMINUM POLE REINFORCED HANOHOLE WITH COVER INSTALL ANCHOR BOLT COVERS (PROVIDEO BY POLE MANUFACTURER) INSTALL GROUT. ~ PROVIDE 1/2" OIA DRAIN TUBE THROUGH GROUT FOR FOUNDATION DETAILS, SEE THIS SHEET ARM ' 0 ·' ~I SIDEWALK OR PLANTER STRIP ,• 0 ' • ? i: DECORATIVE PEDESTf31AN LUtiHt!fA:IRE POLE N'1::; CITY OF RENTON CITY OF RENTON LOGAN AVENUE N !_)l N AIRPORT WAY TO 6TH STREET CALL 1 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTIUT1ES UNDERGROUND LOCATION CENTE~ ~ 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 J. THOMSEN ""'u_, ~ """'"' -® Plonning/Building/Pubilc Works Dept IL 11 '° REVISION " DATE APPR M MACIAS ILLUMINATION DETAILS AI-\NINININIAIA l ' I g ~ Q § U) en d.. Cl. Cl. ._; \ I I J I ! I I I , go,:; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER - SE 14 SEC 7, T 23 I I I I I !} -, /1 #fff{h~I 21 _ A '/ 1/ # I I <: 11 -., , 'Oo/ ,fZ---------------- /~I j I I I / I ~ Perteet 206-436-051511-000-615---990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 NO N, R 5 E, REVISION W.M. ' A SEE IL SHEETS FOR ~ POWER CONTINUATION IM},k, SEE IL SHEETS FOR INTERCONNECT CONTINUATION B. POWELI. ,~, M. r'HIDRIX "' I DATE I APPR _, / I NOTES FEDERAL AID NO. STPUL-1131(002 CONSTRUCTION 0 PHASING DIAGRAM CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3. PROVIDE AND INSTALL TYPE Ill SIGNAL POLE WITH TWO MAST ARMS PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL FIVE VEHICLE SIGNAL HEADS, TWO PEDESTRIAN SIGNAL HEADS, ONE MODEL 764 OPTICOM DITECTOR, ONE KING COUNTY FURNISHED RAPIDRIDE ACCESS POINT ANO ANTENNA, ONE VECTOR VIDEO DITECTION CAMERA, ONE RAINBOW VIDEO DETECTION CAMERA. TWO STREIT NAME SIGNS, ONE R3-501 SIGN, ONE LUMINAIRE ARM ASSEMBLY WITH LED FIXTURE, AND ONE TERMINAL CABINET, INCLUDING MOUNTINGS. "'~" LI '9 ' ,. OLA / I @ CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3. PROVIDE AND INSTALL TYPE Ill SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL TWO VEHICLE SIGNAL HEADS WITH VISORS, ONE PEDESTRIAN SIGNAL HEAD, ONE R10-11A SIGN, TWO LUMINAIRE ARM ASSEMBLIES WITH LED FIXTURES, AND TERMINAL CABINET. INCLUDING MOUNTINGS. " 1 fl " 1t I ,10 0 OLB' @ 0 0 0 0 CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3. PROVIDE AND INSTALL TYPE III SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL THREE VEHICLE SIGNAL HEADS, TWO PEDESTRIAN SIGNAL HEADS. ONE MODEL 764 OPTICOf.l DETECTOR. ONE VECTOR VIDEO DETECTION CAMERA, ONE STREET NAME SIGN. ONE L@INAIRE ARM ASSEMBLY WITH LED FIXTURE, AND TERMINAL CABINET, INCLUDING MOUNTINGS. INSTALL FOUNDATION PER WSOOT STD. PLAN J-20.10-03. PROVIDE ANO INSTALL T'!'PE PPB POST. PROVIDE ANO INSTALL ONE PEDESTRIAN PUSHBUTION ' OLA / I OLB' "~ " "' 04 -08 -+-I 0,2 © INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.10-03. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3 ANO WSDOT STD. PLAN J-20.11-02 PROVIDE ANO INSTALL TYPE PS POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL TWO PEDESTRIAN SIGNAL HEADS ANO ONE PEDESTRIAN PUSHBUTTON. INCLUDING MOUNTINGS. CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3 AND WSDOT STD. PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PS POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PEDESTRIAN PUSHBUTTON, INCLUDING MOUNTINGS. 0 CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG3 ANO WSDOT STD. PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PS POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL ONE PEDESTRIAN SIGNAL HEAD AND ONE PEDESTRIAN PUSHBUTTON, INCLUDING MOUNTINGS. ® @ ® INSTALL FOUNDATION PER WSOOT STD. PLAN J-20.10-03. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON. INSTALL FOUNDATION PER WSDOT STD PLAN J-20.11-02. PROVIDE AND INSTALL TYPE PPB POST. PROVIDE AND INSTALL ONE PEDESTRIAN PUSHBUTTON CONSTRUCT FOUNDATION ANO INSTALL POLE PER ILLUMINATION PLAN. PROVIDE AND INSTALL TWO PEDESTRIAN SIGNAL HEADS ANO ONE PEDESTRIAN PUSHBUTTON, INCLUDING MOUNTINGS. ~ INSTALL FOUNDATION PER WSDOT STD. PLAN J-20.10-03. PROVIDE AND INSTALL ~ TYPE PPB POST. PROVIDE ANO INSTALL ONE PEDESTRIAN PUSHBUTTON. e CONSTRUCT TRAFFIC CONTROLLER CABINET FOUNDATION PER RENTON STD. PLAN 126.1. FURNISH ANO INSTALL TYPE "p" CABINET, TYPE TS2 CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. CONNECT TO EXISTING ELECTRICAL SERVICE CABINET #O 140 FOR POWER. CITY OF RENTON TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL, WILL COORDINATE WITH POWER COMPANY @ INSTALL TYPE 3 SYSTEM LOOP PER WSOOT STD. PLAN J-50.12-00 DISPLAY NOTES ALL VEHICLE SIGNAL HEADS SHALL HAVE 12" L.E.0. LENSES. THE HOUSING SHALL BE PAINTED DARK GREEN. ALUMINUM TUNNEL VISORS SHALL BE PAINTED FLAT BLACK IN COLOR INSIDE AND SHALL BE DARK GREEN ON THE OUTSIDE. BACK PLATES SHALL BE POLYCARBONATE ANO DARK GREEN IN COLOR FRONT AND BACK, ANO SHALL HAVE A TWO-INCH STRIP OF YELLOW REFLECTORIZED MATERIAL ON THE FRONT, ADJACENT TO THE OUTSIDE EOG[. ~ VEHICLE MOVEMENT PEDESTRIAN f.lOVEMENT -+- OVERLAP MOVEMENT PRE-EMPTION SCHEDULE CIRCUIT PHASE A 2&5 C 1&6 SIGNAL DISPLAYS (LED) IR 12" (LED) 0 12" (LEO) G 12" (LED) (LEO) (LED) 112"R 12· Y 1rG 21, 22, 41 42. 61, 62 Al, A2 COUNTDOWN :nr~/ XX l / L __ I 2 VEHICLE HEAfJS SHALL BE INSTALLED ON TYPE "M" MOUNTING PER WSDOT STD. PLAN J-75.20-00. {LED) l~l12''R (LED) l~l12"Y (LED) l~l12~FY (LED) l~l 12" G 26, 29, 48, 49, 68 69, 88, 89, 88, 89 3 4. 5. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE ANO SOLID (NOT OUTLINED) L.E.D. WITH SYMBOLIC LEGENDS AND "Z-CRATE" VISORS. THE ALUMINUM HOUSING SHALL BE PAINTED DARK GREEN WITH FLAT BLACK VISORS PEDESTRIAN HEADS ON TYPE II AND TYPE Ill POLES SHALL BE INSTALLED WITH TYPE "E" MOUNTING PER WSOOT STD. PLAN J-75.10-01. PEDESTRIAN HEADS ON PS POLES SHALL BE INSTALLED WITH TYPE "O" MOUNTING FOR SINGLE HEADS ANO OR TYPE "A" MOUNTING FOR TWO HEADS PER WSDOT STD. PLAN J-7510-01. ALL MAST-ARM MOUNTED STREET NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC TYPE IV REFLECTIVE: SHEETING AND MOUNTED WITH STAINLESS STEEL STRAPS ANO BRACKETS (SEE WSOOT STD. PLAN G-30 10-03) GENERAL NOTES 11, 51 UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR CON/:LICTS ARE 'ro BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION MIIY l 4 W'15 All JUNCTION BOXES ANO CONDUIT RUNS SHALL BE INSTALLED AS SHOWN ON THE PLANS, LOCATIONS SHOWN ARE SCHEMATIC ANO THE ENGINEER WILL PROVIDE EXACT LOCATIONS SEE WSDOT STD PLANS J-10, J-40.10-03, J-40.J0-0.3. J-50 15-00 AND J-90.10-01. COIL B FT. OF EACH SC, 7C, OR 10C CONDUCTOR FROM EACH MAST ARM MOUNTED SIGNAL HEAD INSIDE THE SIGNAL POLE. 4 UNLESS OTHERWISE SPECIFIED, All PROPOSED SIGNAL CONOUIT SHALL BE PVC SCH 80 UNDER ROADWAY AND PVC SCH 40 ELSEWHERE " . ~- Fi· SCALE i;,r.,~.-••. 5 EQUIPMENT GROUNDS SHALL BE /14 CONDUCTOR TO THE f4 HOOPS OF SIGNAL POLE OR STREET LIGHT FOUNDATION. AND RE-BAR OF THE SERVICE FOUNDATION PER NEC. 18 CONDUCTOR SHALL CONNECT FROM J-BOX TO ELECTRICAL SERVICE CABINIT. SEE W5DOT STD PLAN J-60.05-00. 10 0 1 C 'EET 6. PEDESTRIAN PUSHBUTTONS SHALL BE MOUNTED PER MANUFACTURER REQUIREMENTS AND WSDOT STD. PLAN J-20.26-01. 1·~10· ..,.,,~·~~ ... ® --· ., ...... _,, ........ _ --· ;R CITY OF RENTON Plarir<ng/Bu,ld,ng/Put,li~ W ork~ Dept. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET LOGAN AVE N AND N 3RD ST SIGNAL PLAN )'.J SG1 A\-\N\N\N\N\AIA w i ~ ~ " § ' en en ti.. Q. Q. - 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER -- '8; G ~~ ~ ~~~0~~~!615-990( 1, i~I : -~ ~ ,;,2~~ <;, ~ 505 51h Avenue S. Suite 300 fJ'10Nr c+."'~ Seattle. Washington 98104 I FEDERAL AID NO. STPUL-1131 (002) WIRING SCHEDULE 6 CONDUIT P/V DETECT E.V. DETECT "ISP ITS CABINET NO. SIGNAL 5C SIGNAL 7C \/1DEO SIZE 2C(S) JC(S) CAT!5e 2•SMFO• POWER #6 NOTES 1 ,· SPARE 1A ,· SPARE 2 ,.. 3 3 1" 1 4 2" 1 1 5 ,.. 1 2 6 , .. 2 1 J 1 1 7 , .. 3 2 8 ,·· 4 1 5 1 1 9 , .. 5 1 5 1 1 10 , .. 6 5 11 , .. 7 5 12 , .. 9 1 3 1 1 13 , .. 1 4 1 1 2 14 , .. 1 15 , .. 1 16 , .. 2 + TERMINATE 12 FIBERS IN SIGNAL CONTROLLER CABINET. PUSH BUTTON SCHEDULE PUSH PHASE POLE ARROW SIGN SPECIAL VOICE MESSAGE BUTTON LOCATION DIRECTION 28 2 11 RIGHT R10-4E(R) NONE 29 2 " LEST R10-4E(L) NONE 48 4 7 RIGHT R10-4E(R) LOGAN. WALK SIGN IS ON TO CROSS LOGAN. 49 4 10 LEST R10-4E(l) NONE 68 6 5 RIGHT R10-4E(R) NONE 69 6 6 cm R10-4E(L) THIRD STREET. WALK SIGN IS ON TO CROSS THIRD STREET. 88 8 13 RIGHT R10-4E(R) NONE 89 8 4 cm R10-4E(L) NONE 88 8 8 RIGHT R10-4E(R) THIRD STREET WALK SIGN IS ON TO CROSS THIRD STREET. 89 8 9 cm R10-4E(L) NONE NOTES 1. SEE POLE SCHEDULE FOR f.dOUNTING LOCATION ON POLE. 2. PUSH BUTTONS SHALL INCLUDE LOCATOR TONE. CONFIRMATION LIGHT, ANO CONFIRMATION MESSAGE UPON ACTIVATION. 3 ARROW DIRECTION ON SIGN SHALL MATCH TACTILE ARROW DIRECTION ON PUSH BUTTON 4 SEE SPECIFICATIONS FOR FURTHER INFORMATION SIGN LEGEND CED II N 3rd St •II CS> 11 Logan Ave N II 03-101 03-101 • '/''1'1i,., (2' x 8.5'. 12" & 9" LITTERS) (2' x 9'. 12" & 9" LETTERS) Mil'f ' it 1.~1 ,,1 ,o· 30" (8) II• 3rd I NO N St TURN ,_;: .. (8) [} (8) 36" D3-101 ON (2' x 8 5', 12" & 9" LETTERS) y RED RJ-501 RT0-11A ~ -· .. """""-'"""' ... NTS --"'-""' ,...,,, .. , !R CITY OF CITY OF RENTON B. POWELL ® LOGAN AVENUE N ·~""'"'' -RENTON N AIRPORT WAY TON 6TH STREET --J. BEAN ~- ~ HENOS:,X I ., __ , I Plonnin<,/Build,ng/Public Won,s Depl LOGAN AVE N AND N 3RD ST SG2 . ..,,._""" NO. REVISION BY DATE APPR -· SIGNAL PLAN "'" " IAI-INININ NIAIA l l • z § ch en ri. c.. c.. NOTES 8 MOUNTING TENON TO BE INSTALLED BY FABRICATOR AT OFFSET DISTANCES INDICATED IN CHART IF TYPE ''N" MOUNTING IS USED, DRILL 1" HOLE IN MAST ARM ANO INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. ffi 8 FIELD INSTALLED DECORATIVE LUMINAIRE ARM. FOUNDATIONS SHALL CONFORM TO THE WSDOT STD PlAN J-26.30-03, J-20.10-03, J-20.11-02, J-20.15-03, J-20.16-02, J-20.20-02, J-20.26-01, J-21 10-04, J-21.15-01, J-21.16-01, J-21.17-01, J-21.20-01, J-22.15-01, J-22.16-02 OR J-26.10-02. ALL TYPE Ill SIGNAL STANDARDS ANO STREET LIGHT STANDARDS SHALL HAVE: BOLT ON LUMINAIRE ARMS THE BOLTS ANO/OR NUTS SHALL BE FIELD INSTALLED ANO BE ACCESSIBLE AFTER INSTALLATION FROM OUTSIDE OF POLE. (f I' 1--------------------E-------------------+I LEGEND o. VEHICLE SIGNAL HEAD SIGN. WSDDT STD. PLAN G-30. 10-03 c. DECORATIVE LUMINAIRE ARM d. PRE-EMPT DETECTOR SIGNAL MAST ARM DECORATIVE LUMINAIRE PEDESTRIAN SIGNAL HEAD TERMINAL CABINET PEDESTRIAN PUSHBUnON ASSEI.IBLY. WSDOT STD PLAN J-20.26-01 HANDHOLE. WSDOT STD PLAN J-28.50-02 m VIDEO DETECTION CAMERA ,-f]) 0 FIELD LOCATION TYPE PPB PPB POST TYPE PS PED. HEAD STANOAAO MOUNTING HEIGHT (FT) 0 lYPEI VEHICLE HEAD STANDARD ARM LENGTH (FT) VERTICAL CLEARANCE MINIMUM: 16'-6H MAXIMUM: 19'-0" SEE V1DEO CAIIAERA SUPPORT HARDWARE ANO MOUNTING DETAILS SHECT SG9 I / / I I I I I I \ ' ' ' ' LIMITS OF VERTICAL CL£ARANCE REOU1REMENT TYPE 11 MAST ARt.l SIGNAL STANDARD Tl'PE lit & Ill MODIFIED COt.lBINATION LIGHTING AND MAST ARM ROADWAY SIGNAL STANDARD TYPE IV STRAIN POLE STANDARD lYPE V COMBINATION LIGHTING AND STRAIN J-J1 812 q 613 ----=- POLE STANDARD Tl'PE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART OFFSET DISTANCES (FT) (Z) {POLE CL TO AnACHMENT POINT) WINOLOAO AREAS (FT') (X)(Y) 85" k 0 o, 5 ~_ .. .<fi>: .. • I --------i ~----. I ',:112-0· s·-o" I / l ABOVE LANDING '2 " FEDERAL AID NO. STPUL-1131 (002} SIGNAL HEAD/HARDWARE AnACHMENT POINT ANGLE DEGREES CLOCKWISE FROM ATTACHMENT POINT TYPICAL El SIGNAL ARM ATTACHMENT POINT POLE ORIENTATION ANGLE (P.0.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO O DEGREE POINT (SETS ANCHOR BOLT ORIENTATION) "i'o-1011---1,- STATION POLE ORIENTATION & ATIACHMENT POINT DETAIL PlAN Vlf>N ALL HANDHOLES AT 180' (X)(Y)(Z) POLE AnACHMENT POINT ANGLES (DEG.) FOUNDATION DEPTH (FT) BOTTOM OF TOP OF TYPE FLANGE FOUNDATION REMARKS STO OFFSET (FT) TOTAL (FT') o/b 9, 92 ,, j2 k2 3' RO 3' SQ .f so ELEVATION ELEVATION NO STATION P.O A ' 18+66.00 46.00' RT 0 ~ 2 18+06.0J 74 93' RT 0 3 18+00.00 48.80' LT 0 ' 18+71.25 36.92' RT 0 5 16-+-58 37 45.lJ' RT 0 6 18+24.34 43.25' RT 0 7 18+15.75 35.29' RT 0 8 18+17 75 45.90' RT 0 9 18+00.06 74.37' RT 0 ,0 18+05.94 34.19' LT 0 " 18+12.00 46.84' LT 0 " 18+67.99 47.87' LT 90 " 18+74.88 33.85' LT 0 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU OIG 800 424-5555 UTILITIES UNOERGROUND LOCATION CENTER Ill "' (~00) "' PPB PPB PPB PS PS PS PPB PPB Lt Std PPB ~ " A2 E C 17 35 " 12 17 35 17 35, 14 40 6, ' 17 35 45 35 Perteet 206-436-0515 11-800-615-9901 505 5th Avenue S, Suite 300 Seattle. Washin.2_ton 98104 12 8 81 82 83 8' 85 86 87 88 89 8,0 "' 812 "' 81 82 83 43 J4.5 29 " 23.5 39 13 11.6 34.5 26.5 21.5 17 9 2 40 32 27 9.2 45 37 32 26 41.5 ,s 11.6 NO REVISION 84 85 86 87 88 89 ''° '" 812 813 ' 9.2 7.S 92 17 1470.9 2,0 92 " 657.7 270 g 2 7.5 864.9 270 ,_, ' 2 17.0 1407.6 270 -· NTS -~:..;mi, .. , B POWEll J B(AN ® ~-_,_ " I DATE I APPR M H(NORIX Al ""-,c,u ~---oc,,.,..,__, ' ' h 270 0 "' 270 0 "' 270 270 0 i3S 270 0 0 90 338 " 217 305 40 310 257 0 0 90 0 " :R CITY OF RENTON Planning/Bu,ldmg/Publ,c W orks Dept " '80 ,so ,so 11'-o" 9·-0· 9'-0" 10'-o" a·-o· 8'-0" 11'-0" 9·-0· 9'-o" WSOOT STD. J-20.10-03 WSOOT STD. J-20.10-03 WSDOT STD. J-20.11-02 WSOOT STD J-20.11-02 WSOOT STD. J-20.11-02 WSDOT STD. J-20.10-03 WSDOT STD. J-20.10-03 WSDOT STD. J-20.10-0J SEE IL SHEETS ,,, WSDOT STD. J-20.10-03 CITY OF RENTON LOGAN AVENUE N ' ~.- 33 15' 32 75' 33.23' 32.95' 33.15' 32.75' 32.77' 32.85' 32.80' 32 55' , JJ_1a·:. " J,.i,02' ~· 32.26' ,, h ~ . "'"'. 1 N AIRPORT WAY TON 6TH STREET LOGAN AVE N AND N 3RD ST SIGNAL PLAN .. .,-.,;,11 SG3 A\-\N\N\N\N\A\A l 2 § ch Cl) ri 0.. 0.. r I I I I I L ~ ,; ' :i ' n 1i n ' 1i N ~ POLE #3 POLE #12 J-BOX r------, I L---L-...J ~ ' BB Q 4-2CS, 1-JCS 5 • -SC, 1-7C, v"IOEO 11 ~ EVP C 1-3CS- -,,..... 61 ~+t ::~ ~ :J:1~;1 ~~ ::~ ~ ~~ 81 .T~~~~T5e 8 i-a 614 5c3 G 62.3 G W 616 B HI 624 ~. r.cf.:;"I~ WB 617 y W 626 p BL 618 G W 626 VDC (:· ·~,, "'t· ,, ·::1 POLE#4 r----r, I I L _____ _J .J-BOX TO CONTROU£R CABINEr 0 ~~ .!.~ . ' ~~ ,u ~i I I.)~ '2 ,~ -~ N ~l ' . ~~ l15 n, ,_ ~8 uo N5 tPOLE#13 .~ w~I --------------1-SC, 1-7C--------------~------, '' 'N --------------3-5C-------------~ --------+~-------- 29 0 ' R G w 0 ' R 0 G 644 ' ------1-1-, BL~BL_,. '-----W~W L-------------------~-~ I I I J-BOX TERUINAL CABINET I ~~ 1-2cs Cl'J POLE #10 __ J nr.1 r-..,..... \; 1-2CS------------~ .-----------1-3C5------~ 1 VIDEO 3-5C, 1-7C r-r1-5C -R --7:,--; 1 G 722 G 1 w 723 w I 01240 I B 726 B I §G R 741 R I W- G 742 G I o W •743• wul B ~ ;:: ~ I 1-,c~ R 621 R I R 06220 I G G 6231• G~: W 743 COM 8 624 B I o 746 w 626 w I e 747 R . 0 G 651 652 653 22 88 49 21 VOA I I EVPA 89 88 R 0 G ' w ,_ Jl 1-SC i-a 641 R 642 Y 64J G 41 ~ , .. 646 641 R 42 646 68 r ' w El POLE #1 I I I L. ~ ' ~=:, 1=· __ _, J-80X INTERCONNECT TO 25-TA ._.AULT 1-245MFO J ~-----6-2CS, 5-SC------ !)]'{OLE #6 1-2cs r ''-' I l_-,,;;,:;;:,,.,.. ____ 1-2CS l ti,;,-···-1,:"'-'"" o..,_~-+ftj) 1-SC-------------t--- 48 " 51 \;:*..iff 1-SC POLE#7 ~. 1=· TERMINAL CAS!NEr r--------- L------ 1-5C ~---1-2CS 1-SC ---------j ~ ' ~ ' -, I I 1 J-BOX I I I .J ' w 654 656 G ' 0 G J R 621 R R 621 R 622 Y 0 622 Y R 0 G 651 R 652 Y Al A2 "II" R 0 6A2 0 1 I I -, I I I I I I I I POLE#9 ,~ / ' 657 w, BL~BL L---------TERM1NAL CABINEr 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 1 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTIUTIES UNDERGROUND LOCATION CENTER 1-SC ' w 623 G 624 i-a 626 1-5C ~ ~~~0~~~~615-990 505 51h Avenue S. Suite 300 Seattle. Washington 98104 I G • 623 Gl t~El ' 62' l w 626 , BL 5AJ i-a 653 G 654 656 ' 657 Y 658 G !~ ' 1-7C ~ I ,o REVISION 8Y R 6A1 y 6'2 G 6A31• 6A4 6A6 ~,. 1-SC I I I I I L 8 POWELL J BEAN -·· .i 1-<[NDRIX I DATE I APPR G 6A.l G B 6A4 B W 6A6 W ~ ' _________ .J L_:d ¥ 89 "' I -·· • , = = I ~""' "'""'a< -·""""""""-' N l-5C ..,.,"g..~ .:n.:m-, .. , ;R [] -1 I I '-----..J .J-BOX CITY OF RENTON ® Plann,<19/8u,<d1n9/Publ1c W orks Dept . FEDERAL AID NO. STPUL-1131{002 lol 611 l!}-R (ol 612 l!Hl := l{ol 613 1!1-G e I ~ \of 614 l!+-B ~ lo) 616 l!J--W lo! 617 l!}-E lo! 61e I-ta ~ N N ,a ~I~ .1 '°" 110 v. t I :;: 11.9. ~ @: ~ fa "' C foj 651 j!}-R ~ Joi 652 jet-() ::c ~ 101 653 l!t-G ;;J, ~ 2 lol 654 l!J--B z ~ 101 656 let-W C> lol 857 l!+-18 in lol 658 I-ta w ...., u :i: w > N ~- "' ~ I vi ill • 0 IOJ 571 l!J--R· lo I 672 1-i----0- lo I 673 let-G· lol 67-4 irij--B- 1 I I lol 676 (!J--W- lol 681 l!+-R· 101 882 l!+-0- 101 683 l*G· lol 68-4 lef-B· lol 686 1-tw- ~ ;l < -1~ I Ii \I :I!"' 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CD t B--fel 78-4 \ol oo ~ W#I 785 101 -:. t B-fel 784 lol ~ Q. w-+el 785 101 t B--fel 24Y P¥1ftlol W#l 2-4Y RlN I oj G#I GR<UI) lol ~ -fel 24V PYIR lol w-f!l 24V RTN lol -+! I GROOii> Io I t B-f!l 24Y P• lol W-fel 24V RTN lol G#I GRClHl lol < " ~ 51 ~ w ~ 0 w C > '---B-f!) "«O ,._ lol '--8#1 ~OEO B lol "-B#I WlEO C lol 0W w (!) Ca'. -::::, >"' 80,.1 581 101 .0: I ~ -f!l 582 101 ~ ~ -1!1 58l lol ,_.., • ·O#I 584-lol w ·Y#I 585 lol !<c I a-1!1 586 lol w g;: v & 80#1 587 lol u 9 I w #I 588 tol ~ ig #I 589 101 L,.J I ·o-fel 590 lol c, I ·Y-fel 591 lo) ~ B..#1 592 101 L,.J ~ & TRAFFIC CONTROLLER CABINET h'i l 4 ?_\)\';: CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET LOGAN AVE N AND N 3RD ST SIGNAL PlAN -· SG4 A\-\N\N\N\N\A\A w ~ z ~ ~ C ! § ch en ri.. a. a. SIGN LEGEND 36" ~~36" R3-2 g Ill N 4th St II 03-101 (2' x 6.5', 12" & 9" LETIERS) (8) II Logan Ave N II D3-101 (2' x 9'. 12" & 9" LETTERS) 36" 01[< ONE WAY I Ii ,,. R6-1L 90% SUBMITTAL CHECK PRINr NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER i I I 32 :~ ~ r·, './ Perteet 206-436-0515 11-800-615-9901 505 5th Avenue S. Suite 300 Seattle Washinilon 98104 SE ~ SEC 7, T 23 N, R 5 E, I I I _2~r ' ' ' I I I ~'~ ~ '(" rj o' _, . .--·-70--- ~ NO REVISION 61 VDC 62 W.M. 8' 68 ' I I DATE I APPR o ,r ........... , PHASING DIAGRAM PRE-EMPTION SCHEDULE 1?11 I I I 1!15 CIRCUIT A C D SCALE PHASE 2 6 3 I 1t ,2 1 I I I f I \116 -,3 I /. I 1-a1 t ---------1114 I I I '118 VEHICLE MOVEMENT PEDESTRIAN MOVEMENT ---+--- '\.. ==----------·--- N 4TH ST 201±_00 SIGNAL DISPLAYS -1· .,.1,,. (LED) 8 12" (LEO) ~ 12"Y {LEO) 0 12" (LEO) ~ 12"G 21. 22. 61, 62 31. 32 COUNTDOWN 10 0 10 20 l~l~XXI FEET 68, 69. 88, 89 _,, 1"=10' -=':,.:t',a, 9 POWELL J BEAN ® ;R CITY OF -~ _,,.,'lo HENDRIX .,n,u_,c.,,_( RENTON ~---_,,.,._, Plonnirig/Bu-tding/P1.1b•ic; W ork~ Dept 0 © FEDERAL AID NO. STPUL-1131{002 CONSTRUCTION NOTES CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7. PROVIDE AND INSTALL TYPE Ill SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING PROVIDE AND INSTALL TWO VEHICLE SIGNAL HEADS. ONE MODEL 754 OPTICOM DETECTOR, ONE VECTOR VIDEO DETECTION CAMERA, ONE STREET NAME SIGN, ONE LUMINAIRE ARM ASSEMBLY WITH 250 WATT LED FIXTURE, MD TERMINAL CABINET, INCLUDING MOUNTINGS CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7. PROVIDE AND INSTALL TYPE Ill SIGNAL POLE WITH TWO MAST ARMS PER THE DETAILS SHOWN ON THE SIGNAL POL[ DRAWING. PROV1DE AND INSTALL FOUR VEHICLE SIGNAL HEADS, TWO MODEL 764 OPTICOM DETECTORS. TWO VECTOR VIDEO DETECTION CAt.AERAS, TWO STREET NAME SIGN, ONE RJ-2 SIGN, ONE LUMINAIRE ARM ASSEMBLY WITH LED FIXTURE, ANO TWO TERMINAL CABINETS. INCLUDING MOUNTINGS. r;\. INSTALL FOUNDATION PER WSDOT STD. Pl..),,N J-20.11-02. PROVIDE AND ~ INSTALL TYPE PPB POST. PROVIDE ANO INSTALL ONE PEDESTRIAN PUSHBUTTON 0 CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7 ANO WSOOT STD. PLAN J-20.11-02. PROVIDE ANO INSTALL TYPE I SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL TWO PEDESTRIAN SIGNAL HEADS, ONE PEDESTRIAN PUSHUTTON, ANO ONE R!i-1R SIGN. INCLUDING MOUNTINGS f;:\. INSTALL FOUNDATION PER WSDOT STD Pl..),,N J-21.10-04-. PROVIDE ANO \::,J INSTALL TYPE PS POLE. PROVIDE ANO INSTALL ONE PEDESTRIAN PUSHBUTTON, AND ONE PEDESTRIAN SIGNAL HEAD, INCLUDING MOUNTINGS © CONSTRUCT FOUNDATION PER SIGNAL DETAIL DRAWING SG7 AND WSDOT STD Pl..),,N J-21.10-04. PROVIDE AND INSTALL PS SIGNAL POLE PER THE DETAILS SHOWN ON THE SIGNAL POLE DRAWING. PROVIDE AND INSTALL ONE PEDESTRIAN SIGNAL HEAD, ONE PEDESTRIAN PUSHUTTON. INCLUDING MOUNTINGS. 0 CONSTRUCT COMBINATION TRAFFIC CONTROLLER/ELECTRICAL SERVICE CABINETS FOUNDATION PER RENTON STD. PLAN 126.2. FURNISH ANO INSTALL TYPE "p" CABINET, TYPE TS2 CONTROLLER, ALL ASSOCIATED EQUIPMENT AND CONNECT FIELD WIRING. PROV10E ANO INSTALL FULLY FURNISHED 120/24-0V ELECTRICAL SERVICE CABINET PER COR STD. PLAN 126.2 CITY OF RENTON TRANSPORTATION MAINTENANCE ASSISTANT MANAGER, ERIC CUTSHALL, WILL COORDINATE WITH POWER COMPANY REPRESENTATIVE © © @ @ REMOVE EXISTING SIGNAL POLE, VEHICLE HEADS. ANO ATTACHMENTS REMOVE EXISTING JUNCTION BOX. ABANDON EXISTING CONDUITS. REMOVE EXISTING CONDUCTORS DISCONNECT EXISTING CONDUCTORS TO CONTROLLER REMOVE CONTROLLER CABINET ANO CONTROLLER. SALVAGE TO CITY OF RENTON SIGNAL SHOP. REMOVE AND SALVAGE EXISTING RAPIDRIDE ACCESS POINT ANO ANTENNA DISPLAY NOTES ALL VEHICLE SIGNAL HEADS SHALL HAVE 12" L.E.O. LENSES THE HOUSING SHALL BE PAINTED DARK GREEN. ALUMINUM TUNNEL VISORS SHALL BE PAl"ITEO Fl..),,T BLACK IN COLOR INSIDE AND SHALL BE DARK GREEN ON THE OUTSIDE BACK Pl..),,T[S SHALL BE POLYCARBONATE AND DARK GREEN IN COLOR FRONT AND BACK, AND SHALL HAVE A TWO-INCH STRIP OF YELLOW REFLECTORIZED MATERIAL ON THE FRONT, ADJACENT TO THE OUTSIDE EDGE. VEHICLE HEADS SHALL BE INSTALLED ON TYPE "M" MOUNTING PER WSDOT STD. Pl..),,N J-75.20-00. J ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE AND SOLID (NOT OUTLINED) L.E.D. WITH SYMBOLIC LEGENDS AND "Z-CRATE" VISORS. THE ALUMINUM HOUSING SHALL BE PAINTED DARK GREEN WITH FLAT BLACK VISORS 4 PEDESTRIAN HEADS ON PS POLES SHALL BE INSTALLED WITH TYPE "A" "'IOUNTING FOR TWO HEADS ANO TYPE "D" MOUNTING FOR SINGLE HEAD PER WSOOT STD. Pl..),,N J-75.10-01. 5 ALL MAST-ARM MOUNTED STREET NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC TYPE IV REFLECTIVE SHEETING AND MOUNTED WITH STAINLESS SfEEL STRAPS AND BRACKETS (SEE STD. Pl..),,N G-J0.10-03). ,. GENERAL NOTES UTILITY LOCATION (DIAL-A-DIG) PRIOR TO CONSTRUCTION WILL BE THE RESPONSIBILITY Of THE CONTRACTOR. CONFLICTS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION 2. ALL JUNCTION BOXES AND CONDUIT RUNS SHALL BE INSTALLED AS SHOWN ON THE PLANS. LOCATIONS SHOWN ARE SCHEMATIC ANO THE ENGINEER WILL PROVIDE EXACT LOCATIONS. SEE WSOOT STD Pl..),,NS J-10, J-40.10-03. J-40.30-03. J-50. 15-00 AND J-90.10-01. 3. 4. 5. 6. 7. COIL 8 FT. OF EACH 5C. 7C, OR 1 DC CONDUCTOR FROM EACH MAST ARM MOUNTED SIGNAL HEAD INSIDE THE SIGNAL POLE UNLESS OTHERWISE SPECIFIED, ALL PROPOSED SIGNAL CONDUIT SHALL BE PVC SCH 80 UNDER ROADWAY AND PVC SCH 40 ELSEWHERE EQUIPMENT GROUNDS SHALL BE #4 CONDUCTOR TO THE #4 HOOPS OF SIGNAL POLE OR STREET LIGHT FOUNDATION. AND RE-BAR OF THE SERVICE FOUNDATION PER NEC. #8 CONDUCTOR SHALL CONNECT FROM J-BOX TO ELECTRICAL SERVICE CA91NET. SEE WSOOT STD Pl..),,N J-50 05-00 PEDESTRIAN PUSHBUTTONS SHALL BE MOUNTED PER MANUFACTURER REQUIREMENTS ANO WSOOT STD. PLAN J-20.26-0\, ABANDON ALL EXISTING LOOPS AND'i\';~,(r;~ '· d)m(l.J1l._.-CONDUCTORS, AND JUNCTION BOXES "\,T: . .,. j ·-·· ' ij/'..Y l 4 (Q 1,S CITY OF RENT.ON, LOGAN AVEN3E N N AIRPORT WAY TON 6T!,lLSTREET LOGAN AVE N AND N 4TH ST SIGNAL PLAN SG5 AI-ININININIAIA § I FEDERAL AID NO. STPUL-1131 (002) rii (/) d.. a. a. ~ WIRING SCHEDULE 6 NO. CONDUIT P/V DETECT E.V. DETECT SIGNAL 5C TSP 'IIOEO ITS CABINET NOTES SIZE 2C(S) JC(S) CAT5e 24SMFO• POWER f6 1 ,-SPARE " ,·· SPARE 2 2" J J 1· 1 4 , .. 1 1 5 2" 1 2 6 ,. 1 2 3 2 7 J" 2 1 J 1 1 8 J" 2 ' 4 2 g , .. 1 1 1 1 10 , .. 2 2 2 11 2" 1 • TERMINATE 12 FIBERS IN SIGNAL CONTROLLER CABINET. PUSH BUTTON SCHEDULE PUSH PHASE POLE LOCATION ARROW SIGN SPECIAL VOICE MESSAGE BUTTON CMRECTION 68 6 4 RIGHT R10-4E(R) FOURTH STREET WALK SIGN IS TO CROSS FOURTH STREET 69 6 5 LEFT R10-4E(L) NONE 88 B 6 RIGHT R10-4E(R) NONE 89 B J LEFT R10-4E(L) LOGAN. WALK SIGN IS ON TO CROSS LOGAN. NOTES: 1. SEE POLE SCHEDULE FOR MOUNTING LOCATION ON POLE. 2. PUSH BUTTONS SHALL INCLUDE LOCATOR TONE, CONFIR!>AATION LIGHT, AND CONFIRMATION MESSAGE UPON ACTIVATION. 3. ARROW DIRECTION ON SIGN SHALL MATCH TACTILE ARROW DIRECTION ON PUSH BUTTON. 4. SEE SPECIFICATIONS FOR FURTHER INFORMATION. \'\· < .. "( . Wi/:l'I l 4 )[\','] c1·,,, , i I 90% SUBMITTAL ,...1_r .. ; ;::",', .: . : ' CHECK PRINT NOT FOR CONSTRUCTION l;i; G ~~ ~ ~~~,!~~~615-990( --" CALL 1 BUSINESS DAYS BEFORE YOU DIG i~i NTS ~.,:4,l,';1-..,, !R CITY OF CITY OF RENTON B POWELL ~ LOGAN AVENUE N ·-RENTON -1 800 424-5555 ~ ~ -J. B£AN N AIRPORT WAY TON 6TH STREET ~253511<::,~ ---505 5th Avenue S, Suite 300 S1, IS[~~ r;,,,.,.,. ~-H(NORIX I I Plann,ng/Bu,ld,ng/Pubhc Wa•1'.s Dept LOGAN AVE N AND N 4TH ST SG6 UTILITIES UNDERGROUND LOCATION CENTER Seattle. Washington 98104 '111AL \~ NO. REVISION " DATE APPR -"°"""'"°""""LY SIGNAL PLAN ""'" " IAI-INININ NIAIA ~ I § ch en ' a. a. a. ~ NOTES 8 MOUNTING TENON TO BE INSTALLED BY FABRICATOR AT OffSET DISTANCES INDICATED IN CHART. IF TYPE "N" MOUNTING IS USED. DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. ffi 0 FIELD INSTALLED. DECORATIVE LUMINAIRE ARM. FOUNDATIONS SHALL CONFORM TO THE WSDOT STD PLAN J-28.J0-03, J-20.10-03, J-20.11-02, J-20.15-03, J-20.16-02, J-20.20-02, J-20.26-01, J-21.10-04, J-21.15-01, J-21.16-01, J-21.17-01, J-21.20-01, J-22.15-01, J-22.16-02 OR J-26.10-02. ALL TYPE Ill SIGNAL STANDARDS ANO STRECT LIGHT STANDARDS SHALL HAVE BOLT ON LUMINAIRE ARMS THE BOLTS AND/OR NUTS SHALL BE FIELD INSTALLED ANO BE ACCESSIBLE AFTER INSTALLATION FROM OUTSIDE OF POLE 1-------------------E LEGEND 0 VEHICLE SIGNAL HEAD b SIGN, WSDDT STD. PLAN G-30.10-03 ' DECORATIVE LUMINAIRE ARM d. PRE-EMPT DETECTOR ' SIGNAL MAST ARM I DECORATIVE LUMINAIRE g. PEDESTRIAN SIGNAL HEAO 0 TERMINAL CABINET j. PEDESTRIAN PUSHBUTTON ASSEMBLY, WSOOT STD. PLAN J-20.26-01 ~ ' HANOHOLE. WSOOT STD. PLAN J-28.50-02 m VIDEO DETECTION CA'-IERA SEE VIDEO CAMERA SUPPORT HARDWARE ANO MOUNTING 1 OETAILS SHEET SG9 1 /'<'"'-. f--VERTICAL CLEARANCE MINIMUM: 16'-6" ti.lAXIMUM: 19'-0" 85' 0 ------------, I --...... j , ' I ;/ ", I I \ I I \ I \ I )2:r:- 1 wti.:.. / I , .//~/ Cf. ~ (5 , , k t- 0 1 1or Jf]) j I hll.jJ / I '-1 / l LIMITS OF VERTICAL. CLEARANCE REQUIREMENT A2 " I FEDERAL AID NO. STPUL-1131(002) SIGNAL HEAD/HARDWARE ATTACHMENT POINT ANGLE DECREES CLOCKWISE FROM ATTACHMENT POINT TYPICAL E1 SIGNAf_ ARM ATTACHMENT POINT I I L\ POLE ORIENTATION ANGLE (P.O.A.) / DECREES CLOCKWISE FROM OFFSET LINE TO O OEGREE POINT (SETS fi>o ANCHOR BOLT ORIENTATION) \<lellf-,1,- / ~ -~ 90' a· + ,ao· I;; 1:1~ ~ g~ f*COCAT,ON STATION ALL HANDHOL[S AT 1ao· TYPE PPB PPB POST TYPE PS PED. HEAD ST.4NOARO TYPE I VEHICLE HEAD STANDARD ! ROADWAY M~: k ~ l ABOVE LANDING TYPE II MAST ARM TYPE 111 &: 11! h.40DIFIEO COMBINATION LIGHTING ANO h.4AST ARM SIGNAL STANDARD m>E N STRAIN POLE STANDARD TYPE V POLE STANDARD TYPE SO POLE ORIENTATION & ATTACHMENT POINT DETAIL SIGNAL STANDARD SIGNAL 0 FIELD LOCATION MOUNTING HEIGHT (FT) ARM LENGTH (FT) OFFSET DISTANCES (FT) (Z) (POLE CL TO ATTACHMENT POINT) TYPE STO NO STATION OFFSET (FT) P.O.A. " A2 E C B1 B2 BJ B4 BS B6 B7 BB B9 B10 911 B12 B13 B1 B2 BJ 1 24-+17.16 51.50' RT 0 "' 17 3S 40 12 40 29 JS 24 9 9.2 0 1" 18 35 35 12 35 JO 21 26 16 B 9 9.2 2 22+98.42 4-3.32" LT ~ (f.100) 270 18 35 35 23.5 18.5 29 13.5 9.2 3 23+74.99 JJ.45' RT 0 PPB 4 23+70.79 40.23' RT 0 ' s 23+33.17 46.89' RT 0 PS 6 23+ 70.42 41.64" LT 0 PS 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION UG ft ~ ~~~0~~~!61~990( ~1~ CALL 1 BUSINESS DAYS BEFORE YOU DIG ~ -~' 1 800 424-5555 "*-11 !I' 25359 ~ I UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue $, Suite 300 :}J Gi 'r-.~ ~ IOffAL lie Seattle Washington 98104 NO REVISION COMBINATION LIGHTING AND STRAIN SPECIA.L DESIGN ST.4NOARD CURB OR EDGE OF SHOULDER STANDARD DETAIL CHART WINOLOAD AREAS (FT') (X)(Y) (X)(Y)(Z) POLE ATTACHMENT POINT ANGLES (DEG.) TOTAL (FT') •• BS B6 B7 BB B9 B10 911 912 B13 o/b ' ; ' 91 g2 0 j1 j2 9.2 13 751.8 0 0 135 9.2 13 888.2 0 0 135 9 2 18 781.2 0 0 270 0 0 270 0 0 90 0 0 0 90 --"'' "°"'"""""'""''..,,"" ;R CITY OF 8 POWhL ~ -RENTON " "'" --M. HENDRIX I --= I Planning/Bu,ld,ng/Pvbhc Ww1<.s Dept ~""'"" ''"'" BY DATE APPR - PLAN VIEW FOUNDATION DEPTH (FT) BOTTOM OF TOP OF FLANGE FOUNDATION I REMARKS " " 3' RO J' SQ 4' SQ ELEVATION ELEVATION 180 180 10·-o· a'-o" a·-o" 31.64' 180 11'-o" g'-o" 9'-o" Jl.75' 180 WSOOT STD. J-20.11-02 31.89' WSDOT STD. J-21.10-04 32.02' WSOOT STD. J-21. 1 0-04 .· 31.9.l' WSDOT STD. J-21.10-04 '. •. 31:t!2" \JI{\'( 1 4 '-· ' -CITY OF RENTON LOGAN AVENUE N """"""'· N AIRPORT WAY TON 6TH STREET ---~ LOGAN AVE N AND N 4TH ST SG7 SIGNAL PLAN ~ IAI-INININ N\AlA g ch Cl) ri 0.. 0.. ~- POLE #6 r-, ~ J-BOX~1-2CS ~~· I~~ •• TERMINAL CABINET r-----------, I I R 6J1 Rtl o 632 o I G 6331• G I e 634 a I w 636 w I I I -_________ _J t"m{i" di'i. W 785 - @ 32 - 8 EVPD ~i 6J1 R 31 ___.. VDD -- R- a- G-·-w~ I 61 voe B- TERMINAL CABINET r------------., I I I R 661 R I t oss20 I I G663G I t B664B I I I I W666W I : POLE #1 ..__________ --' i~ ~J ~ w E, TSP ~!18!5 < "1 C I tr.!. > ~ 62 EVP C POLE#3 ,---, t------4 I ' ,-;:.::,. 1-2CS 1 \·-:"J ... _ R- 89 G- - w- O-,- l"',"'_'l"'J"l.'!!.!f ,- 68 c----- B- ,--> POLE #4 1-SC l-5C --- B- I I I I I I 2CS I 1 '----' J-BOX r-- 1-Jcs. 1-sc. VIDEO. 1-CAT5e POLE#5 0f-\v r-rJ-[I-, I I J-BOX L_ --~ J 69 t~~ t ·m I W 765 - ~----1-2cs--- POLE #2 l l ~~~ l ' ... -Tu" ff, \, ... ,--., I l_____----== "~-1 ~ i i -VIDEO -1 3CS 1 5C 1 SC 1 JCS -- vmc.v i..._..J '----1-5C ----, r----i-[1 ZCS , -JCS, 3-5C, I L:_2 -v10Eo, 1-CATSe fil: ! J-BOX 1-2CS, 2-JDCE~u I INTERCONNECT TO 25-TA VAULT 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ I I ___________ J TERMINAL CABINET Perteet 206-436-051511-800-615-9900 505 51h Avenue S, Suite 300 Seattle. Washington 98104 EVPA t-~ffl ~L~ -~·~~ n ~' ~359 <:) $· AL t_\("'~ J-BOX 22 ~i - VOA -' NO REVISION " 21 ~I .,. - 9 POWELL -J BEAl'l IA HENDRtX I DATE I APPR J-5C. 2-VI I I I -J -· N,S --"n.u _, ~---...,...,.,_, ,_ - I t8 t'1Q,p ,>~ ~..!i5 ~~.!. '' ·~ ,,-1-24SMFO TO CONTROLLER CABINET -'=" :,,k~ •• ® !R CITY OF RENTON Plonning/8'.J;lding/P'.Jblic W ork~ D,:,o\ u, 0 ~ ::c ...I <( z C) in w ...I 0 :i: w > [IJ I FEDERAL AID NO. STPUL-1131 (002 '" i:;_ " ~ I 111 SI w X N ~ ..,,In • C ~, = • ~ '.. I :i I < • 'II >1 < w ~ N "'-a; ~ C ~ w X IOI Ml J!}-R· 101@ l!l-0- 110164l I~ lol 644 l!r"-B· 101 Mi l!l-W· !ol 651 l!}-R- 101 m I~· 101653 l!rG· lo! 6M l!}-B· lol 656 l!}-W- lol 657 l!}-"1 101 658 let-a. lol 171 l!l-R· lol 872 let-0· 11°1 f/J j~- joj 674 j!J-B· joj ffl 1!1-W· joj 681 j!J-R· joj 682 l!J-<i· 1101~1~ joj 184 l~B· joj iM j!J-W· lol fJA1 l!rR- lol 6A2 l!H>· 101 6A3 1-t--G· lol GM l!rB· lol 8M l!rW· lol 681 l!J--R- tol *1 l!/--0· lol 6BJ le+-G- jof 684 l!rB- lo[ 686 l!rW· fo[ 6C1 l!rR- jo[ 6C2 l!H>- lot 6CJ l!t-G- joJ 6C4 l!rB· joj 6C6 jlij-W- I 1 1 !iOI I et-a """\....I [ l 502 1-t--w-i 68 69 R::fe) 761 lo/ ~ u, G#) 762 lo) g 0 :il <( #I 76J lol ~ UJ O:f!I 768 lol ::c B::f!I 767 lol X z g ~ R::f,a) 781 lol ii': "' G::f!! 782 lol .; ... 00 "' #I ?al lol ~ :il UJ O:::[!I 786 !o I~ 0 UJ B::f!I 787 lo I :c 0.. tB-tej 764 joj~ W-fel 765 lol 9 ~ tB-f!I J8.4 lol co a.. W--Fii 785 ioi 9 tB# I 24V PYIR lo I w-tel 24Y RTN lo) ~ ~ G#I GRCXN> lo) ..__ w 8-tej24V PIOR!OI ~ W-f! I 24Y RTN lo I ~ #I GRCUNO lol 0 te-1! I 24V PYIR lo I w W-fel 24V RTN lol 0 0 G::f!l~l0 1 5' > 0 UJ '-Bf!! WlEO A lo! w C) '-e-tej \10EO B joj 0"' "'-B-fel VIQEO C lol -::, > u, ~*1 581 101 1 < I= #I 582 \ol S; ~ -@ii 58J 101 ..., 'S 8 -lel 584 101 ~ +el 585 lol :!, ~ • I 11. -tel 586 lol _ I iii ~o--i-j 587 joj 0 +.j 588 101 & :!, <O • ~I 589 101 ·(}-fel 590 joj I o ·Y-fej 591 jol !s: I ':1 El.-fej 592 jol w -'1" ~ ~;::_ 1" Mi-lY l 4 C'· TRAFFIC CONTROLLER CABINET I,-., ,_,· CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET LOGAN AVE N AND N 4TH ST SIGNAL PLAN SGS ~ [A[-ININININIAIA! w ~ z e ~ ~ C § ch en c:. c.. c.. 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CAll 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ ARUBA TRANSIT SIGNAL PRIORITY ACCESS POINT / / I ---" \ INSTALL 1" MALLEABLE IRON CHASE NIPPLE WITH REDUCTION 8USHrNC, SEE NOTE J ARUBA TRANSIT SIGNAL PRIORITY ACCESS PONT (PROV1DEO BY KCM) 0 ARUBA POLE 1,WUNTING BRACKET WITH MOUNTING HARDWARE />5 SPECIFIED BY ARUBA (PROVIDED BV KCM) FEDERAL AID NO. STPUL-1131(002 TRANSIT SIGNAL PRIORITY ACCESS POINT MOUNT NOTES THE CONTRACTOR SHALL INSTALL THE ANTENNA, ACCESS POINT. ANO MOUNTING ASSEMBLY ON T'1[ SIGNAL MAST ARM P[R MANUFACTURER'S RECOMMENDATION. 2. All HOLES DRILLED INTO STEEL POLES, SIGNAL MAST ARMS MUST HAVE A GALVAN,ZING TREATMENT. I \ l-------23" 2"111 TUBE FOR MAST ARt.' 3. Cf1ASE NIPPLES SHALL BE FILLED WITH SILICONE RUBBER, ROOM TEMPERATURE VULCANIZED (RN) OR OTHER APPROVED SEALANT O>W LOD";;-- (TYP.) ~I====, ....J 4. CONTRACTOR SMALL CONNECT THE CAT5e CABLE TO T>-!E ACCESS POINT MOUNTED 5 COIL CAT5e CABLE INTO 6 INCH DRIP LOOP PRIOR TO PULur-.ic CABLE INTO SIGNAL MAST ARM. SECURELY FASTEN DRIP LOOP WITH TIE WRAP TO SIGNAL MAST ARM. OFFSET PER MAST Af!M SCHEDULE STAINLESS STEEL CABLES AROUND MAST ARM 6" DRIP LOOP SECTION A-A N.T.S ROUTE CABLE PER SIGNAL PLAN TRANSIT SIGNAL PRIORITY ACCESS POINT MOUNT DETAILS f CAMESA ASD HOUSING\ [- TILT & PAN ASSEMBLY SH-0$01-1 r A,...TERNATE VIDEO SPLICE CABINET LOCATION ,.,." /SLOT ~ _.,.,,,...------A!;-UMINUM ADAPTER SE-4123 .. 1 OIA NPS '-! ,s,eo se,c oe DRIP LOOP 60"" _,,......--GUSSETED 1 ·· DIA.~ [ V,D .EO SPLICE CABINET Les / ALUMINUM TUBE ......... . MOUNTED TO tHE BACK OF MAST ARM -dMASTARM ~ _:_----- ~ ceoa,EJ iJ" \--1 . 8USH1NG \l_ ~ -GROMMETTED DRIP LOOP ~ WIRE ENTRANCES '" VIDEO DETECTION CAMERA MOUNT DETAILS Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 N.T.S NO N.T.S VIDEO DETECTION CAMERA MOUNT NOTES ALL GROMMET ENTRANCES SHALL BE SUITABLE FOR T>-!E SIZE ANO SHAPE OF CABLE 2 CAMERA ROTATION IN f-lOUS•NGS TO BE ADJUSTED TO PROVIDE LEVEL MONITOR P1CTURE .3. DRIP LOOP SHALL BE 6 TO 8 •NCHES 4 ALL HARDWARE FASTENERS SHALL BE STAINLESS STEEL, TORQUED TO MANUFACTURER'S RECOMMENDATIONS WIHI LOCKNUTS 5 POWER LEADS SHALL BE INSTALLED W/SUITABLE COPPER ODEN SPADES 5. BNC CONNECTORS SHALL CONFORM TO VIDEO VENDORS RECOMMENDATION. CONTRACTOR SHALL UTILIZE TOOLS AS RECOMMENDED 8Y VIDEO VENDOR 8 T•LT ANO PAN BRACKET, SENSOR BRACKET SHALL BE ALOOINED ALUMINUM 9. THE UNIVERSAL i-'UB PL.ATC: SHALL BE CAST ALUMINUM - 6063-T6 1 D ALL FASTENER PENETRATION OF CABINET SHALL BE SEALED W1TH APPROVED METHOD ~ B. PQWHL J. BEAN ~-M. HH,ORI~ REVISION "' I DATE I APPR - NOTES 8 RG-59 COAX CONNECTOR 0 W•RE NUTS •mia::ilt KEY B -BLACK \lj -WHITE R RED 0 11'-lSt;L.ATEO MALE/FEMALE SPADE CONNECTORS 0 CG8 WEATHER TIGHT FITTINGS 0 ENCLOSURE ~~~!~ G -GR[[N BR BROWN BL -BLUE TOCAl,IERA - (DUAL-ELEl,IENT SIX -CONDUCTOR) •m !Da::c, r:::-i --~ 0 -----TO CONTROLLfR (OUAL-El£1,1£NI 51X-CONOUCTOR) VIDEO SPLICE CABINET DETAILS AND WIRING S,S "15 """""-"""'' ... __ "'.""''"""' .. ' CITY OF CITY OF RENTON LOGAN AVENUE N 1.< MAY 1 4 ) '. ( ;R ~ RENTON I .::::::::. N AIRPORT WAY TON 6TH STREET ."'"""'''°' Planl"'<n9/8u,ld,n9/Publ,c Wor«s Dept I SG9 '°'"'"°"""'""' SIGNAL PLAN AI-ININININIAIAI I " ~ 8 ~ " NE ~ SEC 18, T 23 N, R 5 E, W.M. BEGINNING OF LANDSCAPE WORK BACK OF SIDEWALK "PROPERTY RESTORATIONN INCLUDES RESTORATION OF EXISTING IRRIGATION SYSTEM, SEE SPECS FEDERAL AID NO. STPUL-1131 (002) GR\)UNOCO'IER "'.SHRUB IACK OF SIDEW LK ·4 ,, SOIL "PREPARATION, lYP L 11 I I PLANTING INSIDE TREE PROTECTION FENCE ------~ EXCLUDED FROM SOIL PREP REQUIREMENTS. CAREFULLY HAND-DIG PLANTING POCKETS IN EXISTING SOIL TO AVOID DAMAGE TO EXISTING TREE ROOTS. DEPTH AND WIDTH OF HOLES TO BE TWICE DEPTH AND DIAMETER OF ROOTBALL. SUPPLEMENT WITH TOPSOIL TYPE A AS REQUIRED TO ESTABLISH ' SOIL ..:..~ -~;. PREPARATJON, TYP ( -r--~ iJ ._.,;.\ ff/ -,-1.~~':....-=---'-- I \ -'\ ) •• ...__ ,6_. ('.f DECIDUOUS TREE PLANTING, TYP\. L11 / I ·,'--.l.._ ____ _ ,'-_/v~1~~-=~- BUS ST:~ ~-~E:~ :;~I~ ~~~,y-' --.. :·_~i.-~: ~~-:,. .. ,;..:~-~ w w U) A SMOOTH FINISH GRADE. INSTALL SPACING ANO OFFSETS AS DESCRIBED IN PLANTING SCHEDULE. COVER W/ 2D DEPTH BARK OR WOOD CHIP MULCH. REVIEW PLANTING AREA INSIDE TREE PROTECTION -,~LOGAN AVE N . + / ~ ____:...-, ____ ,_ --.,,S._ ,...\ ___ 12.t.~ --------_ -_--...._ '17+00 r-,... FENCE W/ ENG PRIOR TO BEGINNING WORK. ,)',··,;' / ' <, r.~ ',1, I I I f I I I I I 90l'; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~--~--.. _-,.. .. • > / ,'--...--:.._ .. (j)J / . --..._J TREE PROTECTION FENCE -SEE CIVIL DWG --HBB· LANDSCAPE ARCHITECTURE ~-----------------.~ I ;--'--.· ----}-----"""--:--;;; -,1<-----(j) .. ·. . .--, --------:.:_-----~--;-----~~ ·,_ .. LIMIT OF PLANTING EQUALS LIMIT OF GRADING - SEE CIVIL DWG. MEET & MATCH AOJACENT GRADES & LANDSCAPE W/ SMOOTH TRANSITION, TYP BACK OF SIDEWALK .PROPERTY RESTORATION" INCLUDES CUTTING AND CAPPING EXISTING IRRIGATION SYSTEM, SEE SPECS fB STATE OF WIISlilNGTON LICENSED l.ANOSCAPE ARC~ITECT JULIET B. VONG LICENSE NO. 857 EXPIRES ON ,o REV1SION ., 1"=20' J. liOWARO 8. 5Cli~E10€R -I .,.::: ... I I DATE I APPR I _,:; LUOW. ~ .... ----· -=-'~~ ... ® .~ U) ·lw z .. .::i :R CITY OF RENTON SEE SHEET LB FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. SCALE ,;,.•.•.•.-. 20 o 20 FEET CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TON 6TH STREET MAY J 4 /i''<' --Planning/Building/Publ;c W k ar s Dept. L1 PLANTING PLAN AI-ININININIAIAI I w , f g 6 ~ • NE J4 SEC 18, T 23 N, R 5 E, W.M. BACK OF SIDEWALK "PROPERlY RESTORATION" INCLUDES RESTORATION OF EXISTING IRRIGATION SYSTEM, SEE SPECS ~ .....J BACK OF SIDEW~LK SOILL.±.__l_ PREPARATION, TYP\ L 1t) ' ' ~~----/ I!) ~ V) w z .....J I .· - I () !;j: ::::;; ' \ \ ·:o '.3 --;-}----------------------~=-=--·· ···---'~< ... --' ___:_:_;_::_:........:._:....__ __ ~,..___ ___________ _ (!) 3: .----· --. ---· . -· -/:c."c. LOGAN AVE N , ---tQ 22 w w V) 19+00 20+00 . 21 +00 --------+----------+-------~ ----,------,----,~ ---~ ------------+-- ,,._ . ::c: ~ g -----------------------------------.. ---· --. . --'-< \\ ®--------'---:-',---------'----,1<,2 CONTINUE MT VERNON LAUREL & ANGELINA SEDUM Pl.ANTING 01!,. ', ,( ,"a ) PATIERN FROM TREE TO END OF PLANTER HERE; DO NOT BEGIN COTON EASTER LIMIT OF PLANTING EQUALS LIMIT OF GRADING - SEE CIVIL OWG. MEET &: MATCH ADJACENT GRADES &: LANDSCAPE W/ SMOOTH TRANSITION, TYP BACK OF SIDEWALK nPROPERTY RESTORATIONn INCLUDES CUTTING AND CAPPING EXISTING IRRIGATION SYSTEM, SEE SPECS go,; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 @9 STATt OF WASI-HNCTON LICENSED LA!iOSCAPE ARCH>TECf 1·=20· --=:; .:",=, •. ~R CITY OF -J. HOWARD RENTON 8. SCHNEIDER -- FEDERAL AID NO. STPUL-1131 (002) SEE SHEET LB FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. 20 FEET CITY OF RENTON LOGAN AVENUE N M61 -, 4 lu /1 cc 40 N AIRPORT WAY TON 6TH STREET -HBB JULIET B. VONG LICENSE NO. 857 EXPIRES ON ·-I ""-LUOtu. I ~ Planning/Building/Public Works Dept I L2 UTILITIES UNDERGROUND LOCATION CENTER LANDSCAPE ARCHITECTURE NO. REVISION BY I DATE I APPR ---· PLANTING PLAN AI-ININININIAIA I SE J4 SEC 7, T 23 N, R 5 E, W.M. ' N -------------------------,-_---c:c-c-cz"="----------------------------------------------..3-----s$" ...J • i -," --...J ~ -ti 'X( -• --~·~ . ---:~==-~--------. --b -·-·--~ 0 J,.c..-· \ Cl W OECIOUO -TREE 2 LOGAN AVE N . _ --_ ~ l:::J ~ PLANTING, TYP L 11 GROUNOCOVER &; SHRUB PLANTING, TYP ~ (/) s I 11 I_ ~ ]_3±Q9__ --1--;---~ CONTINUE COTONEASTER & ~ 1 J ANGELINA SEDUM PLANTING L9 1 ~ + tO N \ SOIL PREPARATION. TYP ( L ~ 1 VI;.-.:::-,'~,'~~, --, .:::.','<;•~:::\'~;".':',' ;:'.",-,"',~>,i:,'.·-::~,T ,, J'i, .-· w ' PATTERN TO END OF PLANTING HATCH HERE; DO NOT BEGIN MT VERNON LAU REL 3 . j ' \;\·-~ ,.., : -I'"" --\\:I ---1 ,. c,--re· .. ----------~-~--~~---------'-'-';_.>~---__ --_-_ \ '-__ --_-_-__ ,_-_·_\-_ :_ :' '._/:::·_/':_1-_ ~~--~-"--_ ----~-~ ::c . ..\ . . > . \ --.·. / . • . .. (_) @ -\ . , // / • . /(') e BACK OF SIDEWALK 4 ~ J ·-_ ,\ _: ~-\ / 1/1 _(/ J.../' SOIL PREPARATION, TYP L11 'I .-.--··J' 11 -,. -•_. -I~ . 11/ ' I'') ' I \ ' I ,.,. LIMIT OF PLANTING EQUALS LIMIT OF , . ";l: GRADING -SEE CIVIL DWG. MEET & MATCH ADJACENT GRADES & LANDSCAPE W/ SMOOTH TRANSITION, ~ BACK OF SIDEWALK "PROPER1Y RESTORATlOW INCLUDES ~ .•,----~~-•.. <( -~r-~<~~-_" _-_ tn _ I£ .. -. w ' -02.: ~ ---...J ::c (_) ~ :::!: TYP CUTIING AND CAPPING EXISTING IRRIGATION SYSTEM, SEE SPECS 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION ~ ST"TE OF Wi\SHINGTON LICENSE:D 1.MOSCAP€: "l'ICHITECT 1·,.20· ~:.~ ... !R CITY OF -J. HOWAAD 8. SCHNEIDER RENTON FEDERAL AID NO. STPUL-1131 (002) SEE SHEET LB FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. I ~ \Jlh'i l 4 ?1:f- 'r/'a*•*•*•*• 20 0 SCALE FEET 20 CITY OF RENTON C'\' 40 LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET 27, 201 CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UIILITIES UNDERGROUND LOCATION CENTER "'HBB JULICT 8. VONG LICENSE NO. 857 EXPIRES ON "· WOW\ ® I •. :::: .. I ~ ... --Planning/Building/Public Works Dept. L3 REVISION BY I DATE I APPR ---· I PLANTING PLAN LANDSCAPE ARCHITECTURE NO. A!-ININININIAI ! w ~ g 6 • • SE 3' SEC 7, T 23 N, R 5 E, W.M. FEDERAL AID NO. STPUL-1131 (002) -·~ .·.cc..._,,_,;...,..,·-.;.....~,-- (!) I') _, £ ':~~~{\<-~~~~~:~;::::~ ~ ----------==------------------------_i-:....·:....--C-c--'----. ~----· - ~ LLl LLl V) Q 1/) (\/ ·:~ ---.. _:;_-__ _ ,3-- -;: •;.., -<i:t"\.,=-.:;,....c·- -~-:.:::·-~--- 0 ,0 + co (\/ ---.. ----..,_ 27+oo LOGAN AVE N + 0 "' ~ ~- ~--·------------28+00 -----------29+00 . ·------. _30+90 ----------·---·---.-,------•-----'--~ en i..., 2: :J :I: SOIL PREPARATION TYP/ 3 L11 ,.:,..~.~--~. DECIDUOUS TREE I 2 GROUNDCOVER & SHRUB PLANTING, TYPt· PLANTING, TYP \ L 11 ~ i ------------~-~---7~----------------------------------- I ' ())-----------------+ l LIMIT OF PLANTING EQUALS LIMIT OF GRADING - SEE CIVIL DWG. MEET & MATCH ADJACENT GRADES & LANDSCAPE W/ SMOOTH TRANSITION, TY'P 9Q,r; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER :HBB LANDSCAPE ARCHITECTURE ~ STATE 0~ WASHUOCTON LICENSED 1.MOSCAP£ ARCHITECT JULIET B. VONG LICENSE NO 8S7 EXPIRES ON NO. REVISION BY DATE I APPR BACK OF SIDEWALK SOil .PR~PAR.Al]ON, WP -J. HOWARD B. SCHNEIDER -A. LUOMA 1"=20' ·--...... -- ~:.=,; ... ~ BACK OF SIDEWALK HPROPERTY RESTORATION" INCLUDES CUTIING AND CAPPING EXISTING IRRIGATION SYSTEM, SEE SPECS SEE SHEET L8 FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. ,--,, \".:.1. ;R CITY OF RENTON Plcnning/Building/Public Works Dept. a • ;I I!!; .. SCALE i.r.·------. 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N \,ilh1 \ 4 ,1 "· ' ~ -· 40 N AIRPORT WAY TON 6TH STREET PLANTING PLAN I SE 14 SEC 7, T 23 N, R 5 E, W.M. :~··"·-.. , --r - ""'"I . -" , --1(1) ~---------C....:---.----------------------------------------.....,...------....... -----4--~------,,....-----------....J ~ 0 t:J V) 0 1/) Ci:.· • -;:~-~-- .::~ ' . -'1 LOGAN AVE N ;J0 3:: 0 w w V) lli " + + 0 I'") --------_ 31 +00 33 00 34+00 ------,---------,--··-~2j:QQ______. -------------__ +_ --------,--------_, ___ -~ ----""'" I'") g w CONTINUE COTONEASTER PLANTING . . 1 -L9 PATIERN TO END OF PLANTING HATCH HERE; DO NOT BEGIN MT SOIL PREPARATION TYP VERNON LAUREL 90~ SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION :_· ... -__ .-..... _._·---s···_·,e··_ .. L11 SHRUB PLANTING 1YP/ 1 Ll 1 • ~ BACK OF SIDEWALK nPROPERTY RESTORATIONn INCLUDES CUTIING AND CAPPING EXISTING IRRIGATION SYSTEM, SEE SPECS ~ STATE or W"5HINGTON LICENSEO L,1,NOSCAI'[ ARCHITECT DECIDUOUS ~ PL.ANTIN~ V) [.Jr;;;;;_rc,i~'$' . ~ \z! . --.. •.. ···:·"".'"""."" ....... ::r:J I ·~o . . .,,._ .. .....__-_·:....__,__ \ ·. / -..._: _;.,. LIMIT Of Pl,J\NTlNG EQUALS_ LIMIT OF GRADtNG _ - SEE CIVIL DWG. MEET &: MATCH ADJACENT -GRADES -&: LANDSCAPE W/ SMOOTH TRANSITION, TYP 1"=20' ~.:.:'l=t,., -J. HOWARD 8. SCHNEIDER -- ~ ::::. ' ;R CITY OF RENTON FEDERAL AID NO. STPUL-1131 (002) SEE SHEET L8 FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. SCALE ····--• 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 40 •,· N AIRPORT WAY TON 6TH STREET M.AY 1 4 ,1 27, 201 CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ··H .. ', ... ,, ..... ,,,,<>• JULIET 8. VONG LICENSE NO 857 EX~IRES 01'1 '=~ I ~ ·--I .. ..,...,_ Plonning/Building/Publ;c: W oru Dept. L5 LANDSCAPE ARCHITECTURE NO. REVISION BY I DATE I APPR --· PLANTING PLAN AI-ININININIAIAI ; SE 14 SEC 7, T 23 N, R 5 E, W.M. / 7 , ".. I, ~t_,..,-c...-__,---__,"-------'"-.:--s~=--J <!) ~ LL.I LL.I en GROUNDCOVER & SHRUB PLANTING WP CONTINUE MT VERNON LAUREL & , f"-. PATTERN FROM TREE TO ENO OF I f1 -., 1.1 "'" k ·' {~ . ' ; ' ' ', " __ :,;_....:____;;_~ ';~' ',,"""~+~-,. ---~--+----++--------, -:r,< =----··-.-.--":::'...._~ l{)l ANGELINA SEOUM Pl.ANTING ( 1 a ) I + PLANTING HATCH HERE: DO NOT ,q" BEGIN COTONEASTER 36+oo . J7+oo LOGAN AVE N _ Js+oa __ _ . J9+oo I"') ------~------,---__ ,......___ ----.-. -.-.-.-~ ---,----c:;---.-.•. -.-___ ,------.-·-~-.cl,-.--71-.-.. -,--;,"'!"---- ~ en LIMIT OF PL.ANTING EQUALS LIMIT OF GRADING - SEE CIVIL DWG. MEET & MATCH ADJACENT GRADES &: LANDSCAPE W/ SMOOTH TRANSITION, TYP -~-"' I cc,,, "· -""--'~--;i .[ I, ---.........._ A \. ,t "\ l \ I I ' BACK OF SIDEWALK "PROPERTY RESTORATION" INCLUDES 90% SUBMITIAL CHECK PRINT NOT FOR CONSTRUCTION CUTTING AND CAPPING EXISTING IRRIGATION SYSTEM, SEE SPECS @ STATE 01' WASHINGTON LICENSED LANDSCAPE ARCHITECT z ~ ~ ? ;" :r ' ' ,~, I , 11 ' ! / I I I I / ~- (- _J -•" // __ .,.,-:-- -J. HOWARD 8. SCHNEIOEA "~ END PROJECT STA 39+00 1"=20' -=-'.:'I=, .. , -------,. -- :R -c,-··, CITY OF RENTON FEDERAL AID NO, STPUL-1131 (002) SEE SHEET LS FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. SCALE 'JI ........ . 20 0 20 FEET CITY OF RENTON LOGAN AVENUE N 40 N AIRPORT WAY TON 6TH STREET iM,1 "' 4. ·:•;11·:-:. ~ L ·-' L .J 27, 201 CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER HBB JULIET 8. VONG LICENSE NO 1157 EXPIRES ON -A. LUOW. ® Planning/Building/Public Works Dept. L6 LANDSCAPE ARCHITECTURE NO. REVISION 8Y DATE I APPR PLANTING PlAN AI-ININININIAIAI l I B a " " NE J4 SEC 18, T 23 N, R 5 E, W.M. I I I I I I I ----, I ------~-I --------I ·-----I ----I 2 ~--:'.:: ;;----/ t\J, '\ \ \ 11 •I "" ' .''f -..__ / ',)' I'' ,,11', ,I\, • \• •\\ ~ ---/ ---I 0 . . -- ~ S' 't' f I I I I I I I I I I I I I I I I I <! 00 N ~~D sf. . 102+00 -----/ +-'----~ -----+=---+-----------+-----i-----..,..} (5, ., _... @SOIL PREPARATION ,-----,_ -7 03-/-" ' Gj ,./'_,..,.-~r-L1!~.=-~ ~-00 !s QJ I I I I ~-.,,.o ,., a" ..... t:;'1;" ~ .;J ,t-, ...._CJ $" 90'1: SUBMITTAL CHECK PRINT '-~,.c[j-p,.1:~·-, ·' . . '~--·,,. ' ,____ ' -------! ' ----·..c.,, "-c.-.. ~ ·' ' -~ \ 2 DECIDUOUS ..IR£E----- -S0J)_el,MlmN"G;-lYP LIMIT OF PlANTING EQUALS LIMIT OF ~ ~ I --GRADING -SEE CIVIL DWG. MEET &: • . ' ~A(:K-61' ..... SH)EWALK SOIL MATCH ADJACENT GRADES & LANDSCAPE..:-:::__ , ·)· :·. ' -.. _ ~: • i,.. ~PREPARATION. TYP w; st.1oorH TRANs1r10N, TYP 7 ; --, -· -. w0 I I '-, ' ',,, I r ."<-¥ I I ) GRO'UNDCOVER & SHRUB / " . ..... • • • PLANTING, 1YP / > ~ I ' ', ', '-, / ',~' ~ I ·,/'•·. !'-, ' I ' . •C I .... , BACK OF SIDEWALK ~PROPERTY RESTORATION" INCLUDES CUTTING ANO CAPPING EXISTING IRRIGATION SYSTEM, SEE SPECS SCALE 'i/',I'.·.·.·, 20 a 20 40 FEET NOT FOR CONSTRUCTION @ ST"'-TE or WIISHlj,jGTON LICENSrn L>.NOSCN'E jO,.RCHITECT ciaiiiio J. HOWARD 1"=20' ~~~ ... ;R -- CITY OF RENTON FEDERAL AID NO. STPUL-1131 (002) SEE SHEET L8 FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PLANTING SCHEDULES. CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET 27, 201 ~---CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER HBB JULIET 8. VONG LICfNSE NO 551 EXPIRES ON ....-r,,8. SCHNEIDER I A. LUOW. ® ·--I ~""'--Ph::mning/Bi.lilding/P..,blic W "rks Dept. L7 LANDSCAPE ARCHITECTURE BY I OAT[ I APPR -__ , PLANTING PlAN NO REVISION Al-lNINININIAIAI I § cl. Cl. ci. 0. 0. '-- ' PLANTING LEGEND PLANTING ABBREVIATIONS PLANTING NOTES [till ~ • '~ I /:}?:i ~ ~ .,..--., I \ I J \ I PLANTING ENLARGEMENT @ PLANTING ENLARGEMENT W ~ PL.ANTING ENLARGEMENT @ #/NO % & 0 ABBY ALT APPROX 8&8 CAL 'i. NUMBER PERCENT ANO AT ABBREVIATIONS ALTERNATE APPROXIMATE BALLED AND BURL.APPED CALIPER CENTER LINE CLEAR CONCRETE CONSTRUCTION CONTAINER EQ EQUIV EX GAL HT 10 LA LF MFRS MAX MIN oc PREP QTY EQUAL EQUIVALENT EXISTING GALLON HEIGHT INSIDE DIAMETER LANDSCAPE ARCHITECT LINEAR FEET MANUFACTURER'S MAXIMUM MINIMUM 1. ANY DISCREPANCIES W/ THE DWGS AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE ATIENTION OF ENGINEER PRIOR TO PROCEEDING W/ CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 3. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION W/ SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 4. SEE SPECIFICATIONS FOR HAND WATERING REQUIREMENTS FOR INSTALLATION AND ESTABLISHMENT OF PLANT MATERIALS. , __ ..... I EXISTING TREES TO REMAJN W/ ORIPLINE -SEE CIVIL DWG FOR TREE PROTECTION CLR CONC CONST CONT CF OIA OWG CUBIC FEET DIAMETER DRAWING SCH SPEC(S) SQ ON CENTER PREPARATION QUANTITY SCHEDULE SPECIFICATION(S) SQUARE STREET/PEDESTRIAN LIGHT, SEE ELEC DWG EA ELEC PLANTING SCHEDULE SYM QTY SCIENTIFIC/COMMON NAME 8· 02 09 Cd'" = Frcxinus omericano 'Autumn Purple' / AUTUMN PURPLE ASH Fraxinus pennsylvanica 'Leprechaun' / LEPRECHAUN GREEN ASH Parratio persica 'vonessa' / VANESSA PERSIAN IRONWOOD Tilio cordato 'Holka' / SUMMER SPRITE LINDEN EACH SYM ELECTRICAL TYP W/ SIZE/REMARKS 3" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; 6' BRANCH HEIGHT 3" CAL; 8&8; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; 6' BRANCH HEIGHT 2" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; 6' BRANCH HT 2" CAL; 8&8; FULL, WELL BRANCHED & WELL ROOTED: STRAIGHT CENTRAL LEADER & SINGLE TRUNK; SYMMETRICAL BRANCHING HABIT; 6' BRANCH HEIGHT RESTORATION PLANTING SCHEDULE SYM n n ~ QTY 896 SF 150 SY 90'1: SUBMITTAL CHECK PRINT ITEM ..,. BARK OR WOOD CHIP MULCH 2 SEEDING, FERTILIZING & MULCHING NOT FOR CONSTRUCTION SIZE/REMARKS 2" COMPACTED DEPTH BARK OR WOOD CHIP MULCH ON TOP OF 4 6 COMPACTED DEPTH TOPSOIL TYPE A SEE SPECS -SOIL PREPARATION INCLUDES 4" COMPACTED DEPTH TOPSOIL TYPE A @ STATE OF WASHINCTON LICENSE:0 1.»msCAPt: ARCHITECT SYMBOL TYPICAL WITH SYM QTY SCIENTIFIC/COMMON NAME SIZE/REMARKS ~ 0 0 254 Cotoneaster dommeri 'Streib's Findling' / 2 GAL CONT; FULL, WELL ~ 00 0 E) STREIB'S FINDLING COTONEASTER BRANCHED & WELL ROOTED 643 Prunus lourocerosus 'Mt. Vernon' / MT VERNON LAUREL 1,340 Prunus laurocerasus 'Mt. Vernon' / MT VERNON LAUREL 349 Roso )( 'Radcon' / PINK KNOCK-OUT ROSE 80 Arbutus unedo 'Compacto' / DWARF STRAWBERRY TREE 110 Spiraea thunbergii 'Ogan' / MELLOW YELLOW SPIREA 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING C MAX 36" OC WITH 36" OFFSET FROM ADJACENT WALK OR CURB 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING C MAX 30" OC WITH 24" OFFSET FROM ADJACENT WALK OR CURB 2 GAL CONT: FULL, WELL BRANCHED & WELL ROOTED 5 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 5 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED ---1·-2a· ~.;r..~ .... J. HOWAR(I -B. SCHl'l[IO[R --- SYM © 8 I ~ '•. lQ ;R QTY I FEDERAL AID NO. STPUL-1131 (002) 5. TREE LOCATIONS SHOWN ON PLANTING PLANS (SHEETS L 1 TO L7) ARE APPROXIMATE; IF FIELD ADJUSTMENTS ARE NECESSARY THE FOLLOWING MIN SETBACKS FOR CENTERLINE OF TREE TRUNKS TO EDGE OF DRIVEWAY, FACE OF CURB OR INTERSECTION AND TO CENTER OF ALL OTHERS SHOWN SHALL APPLY: A. STREET LIGHTS 30' 8. PEDESTRIAN LIGHTS C. DRIVEWAYS 0. INTERSECTIONS E. UNDERGROUND SEWER & WATER LINES F. UNDERGROUND GAS LINES G. UNDERGROUND HIGH PRESSURE GAS LINES H. UTILITY /POWER POLES I. UNDERGROUND FIBER CABLE SCIENTIFIC/COMMON NAME SIZE/REMARKS ~RQ!,,!NQ~~RS 20· 10' 40' 6' 6' 6' 10' 6' 2,988 Sedum rupestre 'Angelina 1 GAL CONT; FULL & WELL ROOTED ANGELINA SEDUM 167 Teucrium chamaedrys / WALL GERMANDER 646 Teucrium chamaedrys / WALL GERMANDER = 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; MAX 36" OC W/ 30" OFFSET FROM ADJACENT WALK OR CURB 1 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED; TRIANGULAR SPACING @ MAX 18" OC W/ 15 6 OFFSET FROM ADJACENT WALK OR CURB N/A Nondino domestica 'Gulf Stream' / FILTERRA UNIT TO BE PLANTED BY GULF STREAM HEAVENLY BAMBOO MANUFACTURER; PLANT TO BE 1 8" MIN HT ABOVE FILTERRA GRATE; FULL, WELL BRANCHED & WELL ROOTED; SEE CIVIL DWGS CITY OF RENTON l..,,· ' '• { --- CITY OF RENTON LOGAN AVENUE N \II~'{ 1 4 '\j N AIRPORT WAY TON 6TH STREET !!7, 20,~ CALL 2 BUSINESS DAYS BEFORE YOU DIG 1 800 424-5555 UTIWIES UNDERGROUND LOCATION CENTER :.·,tt··· ·· · ·e·":-:e··'· }t\;i~ .. :• ..... ·.•. ... . . . ,1.·--E,,,··i,:· JULIET 8. VONG LICENSE 1'10 857 EXPIRES ON -I I DATE I APPR I ~ LUOMA ~ ·--I ~ .... --Planning/Build;ng/Public W orks Dept LB lA.NDSCA.PE ARCHITECTURE NO. REVISION "' ---· PLANTING SCHEDULE, LEGEND, NOTES & ABBREVIATIONS IAI-ININININl~A ~ " I CONTINUE & REPEAT PLANTING LAYOUT PATIERN, TYP CURB, SEE CIVIL DWG PLAN SEE CIVIL DWG 'f.r POINT OF BEGINNING FOR LAYOUT - CENTERLINE OF TREE --CONTINUE & REPEAT PLANTING LAYOUT PATTERN, TYP 4'-6" 21' FEDERAL AID NO. STPUL-1131 (002) TYP TYP-----"'--.l~---------......l-'-----1----- -1a;. TYP : CL ~ /: I 1 ( 2 )DECIDUOUS TREE PLANTING, TYP: L11 • a. ';" /: • a. >l/: :--;;:t :ll 1: I -a. "'/: • a. :ll /: GROUNDCOVER & SHRUB PLANTING TYP I NOTES; 1. WHERE PATTERN MEETS DRIVEWAYS, INTERSECTIONS, LIGHT POLES, EXISTING TREES, OR FILTERRA UNITS, FIELD STAKE PLANT LAYOUT FOR ENGINEER REVIEW & APPROVAL PRIOR TO PLANTING. CD ~!!~!~NG ENLARGEMENT CONTINUE & REPEAT PLANTING LAYOUT PATTERN, TYP CURB, SEE CIVIL DWG . SIDEWALK, SEE CIVIL DWG 0 ~~!~2~NG ENLARGEMENT 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UIILIIIES UNDERGROUND LOCATION CENTER ,.'.-.· .. cH· · .. ··.-a. · e·· · · \'':-.:.;· . '''"" •., ..... , '=·~. , ... ,,.'' •. ·. :;_",/P .. , lAND5CAPE ARCHITECTURE ~ STATE OF WASHINGTON LICENSED l..o\NOSCAPE ARCHITECT JULIET 9. VONG LICH/SE NO B57 EXPIRES ON TREE, SEE PLANTING PLAN FOR GROUNDCOVER & SHRUB PLANTING lYP NO. REVISION "' 2. WHERE PATTERN MEETS DRIVEWAYS OR INTERSECTION, GROUNDCOVER PL.ANTS SHALL WRAP SHRUBS AT PAVING EDGE. ~ POINT OF BEGINNING FOR LAYOUT - I. CENTERLINE OF TREE . i CONTINUE & REPEAT PLANTING LAYOUT PATTERN, TYP 21' ,f-~~~~--c--TYP~~~~~~,l'----~-c----~~-------/~~- -1a;; TYP :~~ ~I K>:="'" @t:i!"" :<Ji ~+,...._. •rec en •JJ-ll• Is:#~~· + I ! • a. >l/: -~DECIDUOUS TREE PLANTING, TYP -J. HOWARD .,_B. SCHNEIDER A. LUOW. I DATE I APPR - NOTES: 1. WHERE PATTERN MEETS DRIVEWAYS, INTERSECTIONS, LIGHT POLES, EXISTING TREES, OR F!LTERRA UNITS, FIELD STAKE PLANT LAYOUT FOR ENGINEER REVIEW & APPROVAL PRIOR TO PLANTING. 2. WHERE PATTERN MEETS DRIVEWAYS OR INTERSECTION, GROUNDCOVER PLANTS SHALL WRAP SHRUBS AT PAVING EDGE. '"~ I SEE SHEET L-8 FOR PLANTING NOTES, LEGEN!l.1 r, 'v ABBREVIATIONS, AND PLANTING SCHEDULES. \VIA I 1 "-=-5" ~:.=, .. , ~ I --I ·--~ ... ----· :R CITY OF RENTON Planning/Building/Public W k or ::1 Dept. (_ CITY OF RENTON LOGAN AVENUE N ::,: / . N AIRPORT WAY TON 6TH STREET PLANTING ENLARGEMENTS 4 / LI 1::· 27, 201 L9 AI-ININININIAIA I 8 ~ " CURB, SEE CIVIL DWG CONTINUE & REPEAT PLANTING LAYOUT PATTERN, TYP SIDEWALK, SEE CIVIL DWG CD ~~!~!~NG ENLARGEMENT 90~ SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424~5555 UTILITIES UNDERGROUND LOCATION CENTER '·-··-H···· ___ .··s····-a···-··- ;., .... ,., LANDSCAPE AR:CHITECTURE 'l. LAYOUT - CONTINUE &: REPEAT PL.ANTING LAYOUT PATTERN, TYP 4' -6" 13' -6" TYP TYP -------,~----------./ • "-I • a. ~~ ~~ \ -F't,(.~. )DECIDUOUS TREE PLANTING, TYP_ ~ ST,1.TE o; WASHINCTON LICENSED LANDSCAPE ARCH<TECT JULIET B. YONG LICENSE NO. 857 EXPIRES ON NO. REVISION ' a. ~ /: • a. ~/: 6Y . a. "' /: DATE I APPR J. I-IOW/1/10 8. SCliNEIOER A. Ll/OW. 1·=20· '"""""""~-· ~ ;R CITYOF RENTON Plcmning/Building/Public Works Dept. FEDERAL AID NO. STPUL-1131 (002) IA/I"' 1 4 ,. SEE SHEET L-8 FOR PLANTING NOTES, LEGEND, ABBREVIATIONS, AND PL.ANTING SCHEDULES ( CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET PLANTING ENLARGEMENTS 11 27, 201 ------L10 AI-ININININIAIAI I I TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE TREE TRUNK~ 'i: --(2) 2" DIA WOOD DOWELED TREE STAKES W/ CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL .3" BARK OR WOOD CHIP MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE AND BASE OF PLANT STEM w "' 11 I I I~_,,,,,,,----WEBBED FABRIC TAPE +------trr--i=r--+r"" .,,.--SELF-WATERING BAG. SELF-WATERING BAG SHALL BE TREE ~ I~ o" "' FINISH GRADE PRIOR TO PLACING BARK OR WOOD CHIP MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING ~ . 0 I 0 ~"' J ~ ':it. I r• ,ill, 1 ,LS'..'; ,·,;[,:j I io a,,- ,-o_ ow ;;:t I · ,~ UNDISTURBED EX SOIL OR EX - SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO GATOR ORIGINAL WATERING BAG OR APPROVED EQUAL. TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE ~ 2" DEPTH BARK OR WOOD CHIP MULCH . . FINISH GRADE PRIOR TO PLACING -I -~ I BARK OR WOOD CHIP MULCH 1-~ ' w We, 1~i1¥""---"s1--'>'~ BACKFILL W/ TOPSOIL TYPE A * FULL, THOROUGHLY WATER SEITLE PRIOR TO PLACING FINAL ~ TOPSOIL TYPE A ON TOP 1 :1 MAX SLOPE ON SIDES OF PLANTING HOLE, SCARIFY SIDES AND BOTIOM OF PLANTING HOLE ~-----PL.ANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR CONSTRUCTION ,I, 6 FT SQ J SECTION CUT AND COMPLCTELY REMOVE STRINGS, lWINE. AND/OR WIRE BASKETS FROM ROOTBALL. COMPLETELY REMOVE NURSERY FABRIC GROW BAGS. CUT BURLAP FROM TOP ~ OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT. REMOVE ITEMS AFTER PLACING TREE IN PLANTING PIT SECTION GROUNOCOVER, 12° LARGER THAN DIA OF ROOTBALL FOR SHRUBS GROUNDCOVER & SHRUB PLANTING NOTTO SCALE 0 DECIDUOUS TREE PLANTING NOTTO SCALE CURB. SEE CIVIL DWGS WIDTH VARIES '- ! SLOPE AS REQUIRED TO AVOID UNDERMINING SIDEWALK & CURB PROVIDE 6:1 CROSS SLOPE FROM CENTER LINE OF PLANTING AREA, PROVIDE SMOOTH TRANSITION OF 6:1 AT ENOS OF PLANTING AREA, TYP 2" DEPTH BARK OR WOOD CHIP MULCH; INSTALL TOP OF MULCH FLUSH TO TOP OF PAVING OR CURB SIDEWALK, SEE CIVIL DWGS 24" DEPTH ROOT BARRIER; 20LF PER TREE OC WITH CENTER OF TREE TRUNK 6" WIDE X 24" DEEP GRAVEL BACKFILL FOR DRAINS, CONTINUOUS ALONG EDGE OF SIDEWALK TOPSOIL TYPE A SCARIFY SUBRADE TO MIN 6" DEPTH & VERIFY POSITIVE DRAINAGE PRIOR TO INSTALLING TOPSOIL TYPE A UNDISURBED EXIST SOIL OR EXIST SOIL COMPACTED TO 85% NOTES: MAX DRY DENSITY 1. ROOT BARRIER SHALL ABUT SIDEWALK EDGE 2. TOP OF ROOT BARRIER SHALL BE 1'" BELOW TOP OF PAVING J. CAREFULLY HANO DIG PLANTING EDGES TO AVOID UNDERMINING ADJACENT SIDEWALK PAVING SUBBASE 4. VERIFY DRAINAGE W/ PERCOLATION TEST PRIOR TO INSTALLATION OF TOPSOIL TYPE A. SEE SPECS. 5. SEE PLANT SCHEDULE FOR SOIL PREPARATION IN BACK OF SIDEWALK & TREE PROTECTION AREAS SOIL PREPARATION (MEDIAN & PLANTING STRIPS) NOTTO SCALE 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER '.''\···'H;';' :>B. ci;,e·, ;, · {?,f' ·. !;:;~;_-; __ ·: ,,.,_,. __ ·--.-~ .. -,.,' ... LANDSCAPE ARCHITECTURE ~ STol.TE OF' WASHINGTON LICENSEO L/IIICSGAPE ARCHITECT JULIET B. VONG LICENSE NO 857 D.PIRES ON NO. REVIS•ON BY 2n DEPTH BARK OR WOOD CHIP MULCH -TOP OF MULCH SHALL BE FLUSH TO TOP OF PAVING OR CURB SIDEWALK -SEE ---~ CIVIL DWGS NOTE: SEE RESTORATION PLANTING SCHEDULE FOR SOIL PREPARATION REQUIREMENTS IN 1) BARK OR WOOD CHIP MULCH AND 2) SEEDING PLANTING AREAS 12" DEPTH TOPSOIL TYPE A SCARIFY SUBGRADE TO A MIN 6'" DEPTH; VERIFY POSITIVE DRAINAGE o~ ;4!-I t,;;~ood0 -~ I I I_I I I_I f UNDISURBED EXIST SOIL OR SECTION EXIST SOIL COMPACTED TO 85% MAX DRY DENSITY BACK OF SIDEWALK SOIL PREPARATION NOTTO SCALE -1·=20· ~.:o::.:::,:., J. HOWi.RO _,8. SCHNEIOER ® :R CITY OF I OAT[ I Af'f'R A. LUOIU, I --I RENTON -·--.. ..,,. __ --· Planning/Building/Publ"c W ' arks Dept. FEDERAL AID NO. STPUL-1131 (002) -iY/(°"., MAY I 4 2l! 1 (.:'. C ITV OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET PLANTING DETAILS AI-ININININ L 11 Al w , < z B I 3 • " I \ \ .\ ~ \ ,.\ ~' --- -1 "Y. \ '\_._ -~\\ '\. ·.·"' ·-. _____ ---;-~- --. ____ · .. NE 14 SEC 18, T 23 N, R 5 E, W.M. ! <l:' I (j '~ ~-~-L-LL_,(/..!Z~ --LOGAN AVE N / 1:11 -j R3-5 ~~::----·-· \_ .,,_._~--,-····--.!....-. MAINTAINED OPEN UNTIL SIGNAL O N 3RD ST IS FULLY OPERATIONAL - 3: 0 \. 'G:J CD w w (fJ .\' ? o' 0 1~-, ~-,-_lli:QQ._.,-+---_;~-~· ___HtQO .... _.. - w e:511 CD <( w w (fJ 0 0 + CX) ~ ~ (fJ w z ::::; I ~ ::;; 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU OIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ ·~----- ' -"" -- \~ ,/ ~ L R3-5 -- "" PHASE 1 THE FOLLOWING IS GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO SE INCLUDED IN PHASE 1. ADDITIONAL ELEMENTS r..tAY BE NECESSARY TO COMPLETE THE WORK. A. INSTALL PROJECT TESC ELEf.lENTS. INSTALL DETOUR ROUTE ELEMENTS ANO RESTRICT LOGAN AVENUE N BETWEEN THE CEDAR RIVER BRIDGE ANO N 6TH STREET TO TWO NORTHBOUND LANES (MINIMUM WIDTH 11-FEET FOR EACH LANE) 8. REMOVE PAVEMENT ON EAST SIDE OF LOGAN AVENUE N. INSTALL ALL UNDERGROUND UTILITIES WITHIN PROJECT LIMITS (EXCEPT FOR STORMWATER ELEMENTS ON WEST SIDE OF LOGAN AVENUE N) C D. E CONSTRUCT NEW CURB, GUTTER AND SIDEWALK ON THE EAST SIDE OF LOGAN AVENUE N. INSTALL ILLUMINATION SYSTEM ON EAST SIDE OF LOGAN AVENUE N. PLACE NEW PAVEMENT, UP TO FINAL LIFT OF HMA, ON THE EAST SIDE OF LOGAN AVENUE N. CONSTRUCT ELEMENTS OF N 3RD STREET THAT CAN BE DONE WHILE MAINTAINING AT LEAST ONE 12-FOOT WIOE LANE WITHIN THE EXISTING PAVEMENT AREA OF THE RIGHT TURN ROADWAY LEADING FROM LOGAN AVENUE N (NORTHBOUND) TO N 3RD STREET (EASTBOUND) RECONSTRUCT INTERSECTION AT N 4TH STREET ANO CONSTRUCT PAVEMENTS IN N 4TH STREET. PREPARE LANDSCAPING AREAS ON EAST SIDE OF LOGAN AVENUE N ANO FOR MEDIAN ISLANDS. Perteet 206"436-0515 11-800-615-9901 505 5th A\lenue S, Suite 300 Seattle. Washington 98104 '° SIDEWALK CLOSED AHEAD CROSS HERE REVISION R9-11 B/W + co ~ SEE PHASE,_ NOTE ,Y'·--:~~ ·:,_, ~,~_ \_ SIDEWALK DETOUR R9-11A MOO 8/W - SIDEWALK CLOSED AHEAD CROSS HERE R9-11 B/W \ (~.-----, \~ \ .. ---··"'·- 8' ':t.' ~t \ ~ ' ' I DATE I APPR SIDEWALK DETOUR I R9-11A MOD. B/W 1"=40" II. MACIAS J. BEAN I '""'"'" J. rHOM5[N :.u~~~' P 0( BOLDT N u I- 0 ;;:: 0 w w V) 0 l{) + <O N <( ['1 1: ::J I u R3-5 ~ ::;; ~""1J-il&lf, .. , ;R CITY OF ~ RENTON Plonn:ng/Budding/Public Works Dept. FEDERAL AID NO. STPUL-1131(002 GENERAL NOTES 1. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING FOR ADDITIONAL INFORMATION. SEE THE APPLICA6LE CONTRACT DRAWINGS. 2. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, BUT NOT LIMITED TO, PAVEMENT BASE MATERIAL, SIDEWAU<S. CURBS ANO GUTTERS, PAVEMENTS, ETC .3. CONSTRUCTION SEQUENCING SHOWN IS INTENDED TO DEMONSTRATE POSSIBLE COURSE OF ACTION ALTERNATIVE SEQUENCING MAY BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE SEQUENCING CONCEPTS SHALL BE AT THE SOLE OISCRCTION OF THE ENGINEER ANO THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL SE ACCEPTED. 4 CONSTRUCTION ACTIVfflES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PU8LIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE STANDARO SPECIFICATIONS ARE STILL NECESSARY. 5. CONSTRUCTION EQUIPMENT ANO MATERIALS SHALL BE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR MATERIALS SE ALLOWED IN AN AREA OTHER THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION. 6. WORK GROUPS ARE IDENTIFIED TO CONVEY THE AREAS OF CONSTRUCTION THAT ARE INTENDED TO OCCUR AT THE SAME TIME. WORK IS TO BE DONE IN CROUPS IN ORDER TO ACCOMMODATE PEDESTRIAN DETOURS AND ALTERNATIVE ROUTES. THE PLAN ODES NOT INTEND FOR ANY TWO SEQUENTIAL WORK CROUPS TO OCCUR AT THE SAME TIME. 7. THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE PEDESTRIAN DETOUR AND TRAFFIC CONTROL PL.AN FOR REVIEW ANO APPROVAL BY THE CONTRACTING AGENCY, HOWEVER IT IS NOT GUARANTEED THAT THE ALTERNATIVE PLAN WILL SE ACCEPTED. THE CONTRACTO!s SHALL USE THIS PLAN AS THE BASIS FOR THE CONTRACT BID. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG LOGAN AVE N CORRIDOR ON AT LEAST ONE SIDE OF THE STREET FOR PEDESTRIANS AT ALL TIMES FOR SEGMENTS WHERE SIDEWALKS CURRENTLY EXIST. THESE SIDEWALKS ARE SHADED ON THESE PLANS. 8. EXISTING PEDESTRIAN ISLANDS ARE TO REMAIN IN PLACE UNTIL THE CURB RAMPS AT THE INTERSECTION ARE COMPLETE. 9. WHEN WORKING ON CURB RAMPS ANO SIDEWALK SEGMENTS. PROVIDE A 5 FOOT PEDESTRIAN WALKWAY DETOUR AT THE EDGE or THE ROADWAY, PER WSOOT STD. PLAN K-J4.20-00. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON-WORKING HOURS PROVIDE PEDESTRIAN ACCESS THROUGH THE WORK ZONE BY THE USE OF TEMPORARY MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD MIX ASPHALT, OR OTHER MEASURES APPROVED BY THE ENGINEER 10. PROVIDE PEDESTRIAN DETOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS. !.IATERIALS ANO LOCATION TO SE APPROVED BY THE ENGINEER. 11. A FLAGGER MUST SE PROVIDED AT ALL TIMES WHILE WORK IS OCCURRING ON A CURB RAMP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS. 12. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO RENTON STADIUr..t ANO BOEING PARKING LOTS AT ALL TIMES. MINIMUM OF TWO (2) DRIVEWAYS FOR BOEING PARKING LOT MUST BE OPEN AT ALL TIMES. LEGEND -!--CLASS 8 SIGN >"n' -TYPE 3 BARRICADE --CONSTRUCTION ZONE WM -PEDESTRIAN DETOUR I," > • I~-' '-. ,i!'IP". -II M~,Y I 4 2lli'J • s SCALE ,,,. ... •••••· 40 0 40 80 FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR I PHASE 1 TCl A\-\N\N\N\N\A\A w , < z ::r: fl 1 WI 6 ~ w w (/) §~ ~~ Q / RJ-5 1:::1 VJ : ...._ lEFT lANE MUST TURN LEFT R3-7l ' I \ , !' '11, \: i 11 t 1: '.'.' i IL - ;'-• .. ~ ~!(1 SE 14 SEC 7, T 23 N, R 5 E, W.M. RIGKTLANE MUST TURN RIGKT RJ-7R LOGAN AVE N ~ / R3-5 -i / ,--------.. ; ~ R3-5 ' ~ / R3-5 ·~-i ~Gt!TLANE MUST TURN RIGKT :1· ~ RJ-5 • . ,,,,t~ . r· ~{ -37t00 . -p. ---_, ( __ ~-7R -'-,~,f,,;,.;;~,;;,·,,.,,._,,,,._,, ,-, 'IOt!/!J ~ ... ··...... . . ----= :::,--':-~·1:tfJo. . . ... ... _ _.;m;,s _,,,,_~ --~., 38:fOO •, .. SIDEWALK CLOSED -~ :c u ~ USE OTHER SIDE R9-10 ::;: 90% SUBMITTAL CHECK PRINT 8/W NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ -/~ ....,..;r .z ~ :i:: ~ Perteet 206-436-051511-800-615-990 505 5th Avenue S. Suite 300 Seattle. Washington 98104 ~~ ...... .-. ··~"~:.:.·~ /'• '·· PHASE 1. THE FOLLOWING IS GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 1 ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK. A. INSTALL PROJECT TESC ELEMENTS INSTALL DCTOUR ROUTE ELEMENTS AND RESTRICT LOGAN AVENUE N BETWEEN THE CEDAR RIVER BRIDGE AND N 6TH STREET TO TWO NORTHBOUND LANES (MINltJUM WIDTH 11-FEET FOR EACH LANE). 8. REMOVE PAVE'1.IENT ON EAST SIDE OF LOGAN AVENUE N. INSTALL ALL UNDERGROUND UTILITIES WITHIN PROJECT LIMITS (EXCEPT FOR STORMWATER ELEMENTS ON WEST SIDE OF LOGAN AVENUE N). C CONSTRUCT NEW CURB, GUTIER AND SIDEWALK ON THE EAST SIDE OF LOGAN AVENUE N INSTALL ILLUMINATION SYSTEM ON EAST SIDE or LOGAN AVENUE N. PLACE NEW PAVEMENT, UP TO FINAL LIFT OF HMA, ON THE EAST SIDE OF LOGAN AVENUE N D. CONSTRUCT ELEMENTS OF N JRD STRECT THAT CAN BE DONE WHILE MAINJAjNING AT LEAST ONE 12-FOOT WIDE LANE WITHIN THE EXISTING PAVEMENT AREA OF THE RIGHT TURN ROADWAY LEADING FROM LOGAN AVENUE N (NORTHBOUND) TO N 3RD STREET (EASTBOUND). E. RECONSTRUCT INTERSECTION AT N 4TH STREET AND CONSTRUCT PAVEMENTS IN N 4TH STREET F. PREPARE LANDSCAPING AREAS ON EAST SIDE OF LOGAN AVENUE N AND FOR 1-JEOIAN ISLANDS -· M. MACIAS J. BEAi>< J. Tl-<Os!SEN so REV1S1DN SY I DATE I APPR """""'°'p_ DE 90LDT ,·~40' --"'W. ....... ~"°'-"""' ..,.,""""""""'' .. O'VL....., .... __ .._...., ... ,, .... ~ LEFT lANE MUSI TURN lEFT R3-7L !R ~ w ID w w (/) w z ::i :c u ~ ::;: CITY OF RENTON Plonning/Building/Pub,;c Works Dept FEDERAL AID NO. STPUL-1131(002) GENERAL NOTES 1. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE THE APPLICABLE CONTRACT DRAWINGS. 2. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, 8UT NOT LIMITED TO, PAVEMENT SASE MATERIAL, SIDEWALKS. CURBS AND GUTTERS. PAVEMENTS, ETC 3. CONSTRUCTION SEQUENCING SHOWN IS INTENDED TO DEMONSTRATE POSSIBLE COURSE OF ACTION ALTERNATIVE SEQUENCING MAY BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE SEQUENCING CONCEPTS SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER ANO THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL 8E ACCEPTED. 4. CONSTRUCTION ACTMTIES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECT10N 1-08.J OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY. 5. CONSTRUCTION EQUIPMENT ANO MATERIALS SHALL BE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR MATERIALS BE ALLOWED IN AN AREA OTHER THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION. 6. WORK GROUPS ARE IDENTIFIED TO CONVEY THE AREAS OF CONSTRUCTION THAT ARE INTENDED TO OCCUR AT THE SAME TIME. WORK IS TO BE OONE IN GROUPS IN ORDER TO ACCOMMODATE PEDESTRIAN DCTOURS ANO ALTERNATIVE ROUTES. THE PlAN DOES NOT INTEND FOR ANY TWO SEQUENTIAL WORK GROUPS TO OCCUR AT THE SAME TIME 7. THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE PEDESTRIAN DITOUR AND TRAFFIC CONTROL PLAN FOR REVIEW ANO APPROVAL BY THE CONTRACTING AGENCY, HOWEVER IT IS NOT GUARANTEED THAT THE ALTERNATIVE PLAN WILL BE ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN AS THE BASIS FOR THE CONTRACT 810. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG LOGAN AVE N CORRIDOR ON AT LEAST ONE SIDE OF THE STREIT FOR PEDESTRIANS AT ALL TIMES FOR SEGMENTS WHERE SIDEWALKS CURRENTLY EXIST. THESE SIDEWALKS ARE SHADED ON THESE PLANS. 8 EXISTING PEDESTRIAN ISLANDS ARE TO REMAIN IN PL.ACE UNTIL THE CURB RA'1.IPS AT THE INTERSECTION ARE COMPLETE. 9. WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS, PROVlDE A 5 FOOT PEDESTRIAN WALKWAY DETOUR AT THE EDGE or THE ROADWAY, PER WSDOT STD. PLAN K-34.20-00. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON-WORKING HOURS PROVIDE PEDESTRIAN ACCESS THROUGH THE WORK ZONE BY THE USE or TEMPORARY MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD tJIX ASPHALT. OR OTHER MEASURES APPROVED SY THE ENGINEER. 1 0 PROVlOE PEDESTRIAN OITOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS. MATERIALS AND LOCATION TO BE APPROVED BY THE ENGINEER. 11, A FLAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK IS OCCURRING ON A CURS RA'1.IP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS . 12. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO RENTON STADIUM ANO BOEING PARKING LOTS AT ALL TIMES MINIMUM OF TWO (2) DRIVEWAYS FOR BOEING PARKING LOT MUST BE OPEN AT ALL TIMES . LEGEND -i -CLASS 6 SIGN Hr -TYPE J BARRICADE --CONSTRUCTION ZONE w~ -PEDESTRIAN OITOUR SCALE ',I'.·.-.-.·, 40 a 40 FEET CITY OF RENTON LOGAN AVENUE N \l,f\1' \ 4 ?11\, I , BO N AIRPORT WAY TON 6TH STREET CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR I TC2 PHASE 1 AI-ININININIAIAI I w , < z I " ~ 3 " " I \ \ NE 14 SEC 18, T 23 N, R 5 E, W.M. [l] p SIDEWALK CLOSED . ~ USE DETOUR , / R3-5 <I:-'-,\ / I q R9-11A MOO ~' , 8/W -ti ' r-..,.,,; ~ \ ,,\ "' -\\, ~' \\-\ ;-'.~-·_ \ \ .. ""' ----•;--_-__ ---~--- "--.___ . LOGAN AVE N .-·1 / 10~.;'~··= ~ =---·~---·-______..Jl.tQ.0-+ - -, ) i _J, 90% SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ ··:·,c.:. ______ ,, __ SIOEWALK CLOSED USE DETOUR R9-11A r..lOD 8/W PHASE 2 - -"' V [l] / RJ-5 \I /,.. .---,...- SIDEWALK CLOSED USE DETOUR R9-11A MOO 8/W SIDEWALK CLOSED USE OTHER SIDE R9-10 8/W THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 2. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK A SHIFT TRAFFIC FROM WEST SIDE OF LOGAN AVENUE N TO EAST SIDE OF LOGAN AVENUE N MAINTAIN AT LEAST TWO NORTHBOUND LANES (MINIMUM WIDTH 11-FHT FOR EACH LANE). 8. CONSTRUCT NEW DRIVEWAY FOR RENTON STADIUM AT N 3RD STREET (STA 18+50 LT). CLOSE EXISTING DRIVEWAY FOR RENTON STADIUM (STA 16+00 LT) AnER NEW DRIVEWAY IS AVAILABLE TO TRAFFIC. C REMOVE PAVEMENTS ON WEST SIDE OF LOGAN AVENUE N. CONSTRUCT STORMWATER ELEMENTS ON THE WEST SIDE OF LOGAN AVENUE N. D CONSTRUCT NEW CURB, GUTTER AND SIDEWALK ON THE WEST SIDE OF LOGAN AVENUE N INSTALL ILLUMINATION SYSTEM ELEMENTS ON WEST SIDE OF LOGAN AVENUE N E PLACE NEW PAVEMENT, UP TO FINAL LIFT OF HMA. ON THE WEST SIDE OF LOGAN AVENUE N F. CONSTRUCT SIGNAL ELEMENTS AT N 3RD STREET ANO N 4TH STREET. PREPARE LANDSCAPING AREAS ON WEST SIDE OF LOGAN AVENUE N AND FOR MEDIAN ISLANDS. Perteet 206-436-051511-800-615--990' 505 5th Avenue S, Suite 300 Seattle. Washington 98104 NO REVISION -z.. ~ '.l:' ~ 's l ~ \ \ SIOEWALK CLOSED USE DETOUR R9-11A tJOD. 8/W - L .. ' ACCESS ACROSS LOGAN AVE N SEE GENERAL NOTE 9 ',:' ~i -\ J ,__ ' (\ -'-,,_:_:,_, / 0 \ .:->· r , \ \ r <-------":'\ --_ -\_ -' \ - --\ -\s· \ ,,1i ~~ l 1"~40· M. 1.'AC•AS J. BEAN ~-I .,::,";;., I J. THOMSHI BY I DATE I APPR I -r. or BOLDT ....... ,--., 1~ ----0 ' _J '----w OJ '<t (.) I- (.!) 3- 0 w w (/) 0 l[) + <D N '\ <( t:i ['1 w z ::J I R3-5 (.) ~ :::;; ,-Z<>HiiL-....;·-,...,-,., ;R CITYOF ® RENTON Plonninq/Build,ng/Public Works Dept. FEDERAL AID NO. STPUL-1131 (002) GENERAL NOTES ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION. SEE THE APPLICABLE CONTRACT DRAWINGS. 2. IN All CASES. UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, 8UT NOT LIMITED TO, PAVEMENT BASE MATERIAL, SIDEWALKS, CURBS ANO GunERS, PAVEMENTS. ETC 3. CONSTRUCTION SEQUENCING SHOWN IS INTENDED TO DEMONSTRATE POSSIBLE COURSE OF ACTION. ALTERNATIVE SEQUENCING MAY BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE: SEQUENCING CONCEPTS SHALL SE AT THE SOLE DISCRCTION OF THE ENGINEER AND THE CONTRACTOR SHALL NOT PRESU'-IE THAT ALTERNATIVES WILL BE ACCEPTED. 4. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY. 5. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR MATERIALS BE ALLOWED IN AN AREA OTHER THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION. 6. WORK GROUPS ARE IDENTIFIED TO CONVEY THE AREAS OF CONSTRUCTION THAT ARE INTENDED TO OCCUR AT THE SAME TIME. WORK IS TO BE DONE IN GROUPS IN ORDER TO ACCOr..lMOOATE PEDESTRIAN DETOURS AND ALTERNATIVE ROUTES THE PLAN DOES NOT INTEND FOR ANY TWO SEQUENTIAL WORK GROUPS TO OCCUR AT THE SAME TIME. 7 THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE PEDESTRIAN DCTOUR AND TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CONTRACTING AGENCY, HOWEVER IT IS NOT GUARANTEED THAT THE ALTERNATIVE PLAN WILL BE ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN AS THE BASIS FOR THE CONTRACT 810. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG LOGAN AVE N CORRIDOR ON AT LEAST ONE SIDE OF THE STREET FOR PEDESTRIANS AT ALL TIMES FOR SEGMENTS WHERE SIDEWALKS CURRENTLY EXIST THESE SIDEWALKS ARE SHADED ON THESE Pl.ANS 8. EXISTING PEDESTRIAN ISLANDS ARE TO REMAIN IN PLACE UNTIL THE CURB RAMPS AT THE INTERSECTION ARE COMPLETE. 9. WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS. PROVIDE A S FOOT PEDESTRIAN WALKWAY DCTOUR AT THE EDGE OF THE ROADWAY, PER WSOOT STD. PLAN K-34.20-00. PROVIDE THIS OETOUR DURING WORKING HOURS ONLY. DURING NON-WORKING HOURS PRO~DE PEDESTRIAN ACCESS THROUGH THE WORK ZONE BY THE USE OF TEMPORARY MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLO MIX ASPHALT, OR OTHER MEASURES APPROVED BY THE ENGINEER. 10. PROVIDE PEDESTRIAN DETOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS. MATERIALS AND LOCATION TO BE APPROVED BY THE ENGINEER. 11. A HAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK: IS OCCURRING ON A CURB RAMP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS. 12 CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO RENTON STADIUM AND BOEING PARKING LOTS AT ALL TIMES MINIMUM OF TWO (2) DRIVEWAYS FOR BOEING PARKING LOT MUST BE OPEN AT ALL TIMES. LEGEND -i -CLASS 8 SIGN Hr -TYPE 3 BARRICADE --CONSTRUCTION ZONE WM -PEDESTRIAN DETOUR -- r··1 '"\ ~ SCALE 40 FEET CITY OF RENTON LOGAN AVENUE N W)P,'i 'I 4 l',,\'i SC N AIRPORT WAY TON 6TH STREET CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR I PHASE 2 TC3 AI-ININININIAIA i ! ~ I<) 2 ~ l.,J z :; :r: 2 1 CJ / R3-5 90'4: SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION - "'" '"· ·~,.,, I L ). . c''.'.\ r'. _J\··/ ' ! I z I I ~ :i: !!I CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ Perteet 206-436-051511-800-615-990· 505 5th Avenue S, Suite 300 Seattle. Washington 98104 SE )4 SEC 17, T 23 N, R 5 E, W.M. RIGHTIANE MUST TURN RIGHT R3-1t.: ~ / R3-5 ,, ..l- ~ R3-5 LOGAN AVE.N < ... .,. ~tQ!J~ .. r_ . _.._ ··-·-··-----"c-".-·'·· ... PHASE 2. THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 2. ADDITIONAL ELEMENTS r.AAY BE NECESSARY TO COMPLETE THE WORK. ·--, A. SHIFT TRAFFIC FROM WEST SIDE OF LOGAN AVENUE N TO EAST SIDE OF LOGAN AVENUE N. MAINTAIN AT LEAST TWO NORTHBOUNO LANES (MINIMUf.l WIDTH 11-FEET FOR EACH LANE) 8. CONSTRUCT NEW DRIVEWAY FOR RENTON STADIUM AT N 3RD STREET (STA 18+50 LT). CLOSE EXISTING DRIVEWAY FOR RENTON STADIUM (STA 16+00 LT) AFTER NEW DRIVE:WAY IS AVAILABLE TO TRAFFIC. C. REMOVE PAVEt.lENTS ON WEST SIDE OF LOGAN AVENUE N. CONSTRUCT STORMWATER ELEMENTS ON THE WEST SIDE OF LOGAN AVENUE N . D. CONSTRUCT NEW CURB. GUTIER AND SIDEWALK ON THE WEST SIDE OF LOGAN AVENUE N. INSTALL ILLUMINATION SYSTEM ELEMENTS ON WEST SIDE OF LOGAN AVENUE N. E. PLACE NEW PAVEMENT, UP TO FINAL LIFT OF Ht.IA, ON THE WEST SIDE OF LOGAN AVENUE N F. CONSTRUCT SIGNAL ELEf.lENTS AT N 3RD STREET ANO N 4TH STREET. PREPAAE LANDSCAPING AREAS ON WEST SIDE OF LOGAN AVENUE N AND FOR MEDIAN ISLANOS ~ / R3-5 ,~..1- I ~ RIGHT WE MUST lURNRIGHT / R3-7R /L ______ 1--<.;:,,,,::: :~ '-,,.._ --1 "~40" M. MACIAS J. BEAN J. THOMSEN I ., :._:., R3-5 -=-.:"";..,.,,,., NO REVISIOI'< 8Y I DATE I APPR 1 ~ OE BOLDT --· ® ;R ;!:: g w CD w w V) 0 0 + Ll) t'l ~ w z ::i :r: 0 \;;: :E CITY OF RENTON Plonnin9/Bui1<1ing/Public Works Dept FEDERAL AID NO. STPUL-1131 (002) GENERAL NOTES All EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES. ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE THE APPLICABLE CONTRACT DRAWINGS. 2. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, BUT NOT LIMITED TO, PAVEMENT BASE MATERIAL, SIDEWALKS. CURBS ANO GUTTERS, PAVEMENTS. ETC 3. CONSTRUCTION SEQUENCING SHOWN IS INTENDED TO DEMONSTRATE POSSIBLE COURSE OF ACTION ALTERNATIVE SEQUENCING MAY BE DEYELOPEO BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE SEQUENCING CONCEPTS SHALL BE AT THE SOLE OISCRCTION OF THE ENGINEER AND THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL BE ACCEPTED. 4, CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINlt.llZE PUBLIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY. 5. CONSTRUCTION EQUIPt.lENT ANO MATERIALS SHALL 8E RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR t.lATERIALS BE ALLOWED IN AN AAEA OTl1ER THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION 6. WORK GROUPS ARE IDENTIFIED TO CONVEY THE AREAS OF CONSTRUCTION THAT ARE INTENDED TO OCCUR AT THE SAt.lE Tit.IE. WORK IS TO BE DONE IN GROUPS IN ORDER TO ACCOMMODATE PEDESTRIAN DETOURS ANO ALTERNATIVE ROUTES. THE PLAN DOES NOT INTEND FOR ANY TWO SEQUENTIAL WORK GROUPS TO OCCUR AT THE SAME Tit.IE THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE PEDESTRIAN DETOUR ANO TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE CONTRACTING AGENCY, HOWEVER IT IS NOT GUAAANTEEO THAT THE ALTERNATIVE PLAN WILL BE ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN AS Tl1E BASIS FOR THE CONTRACT BIO. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG LOGAN AVE N CORRIDOR ON AT LEAST ONE SIDE OF THE STREET FOR PEDESTRIANS AT ALL TIMES FOR SEGMENTS WHERE SIDEWALKS CURRENTLY EXIST THESE SIDEWALKS ARE SHADED ON THESE PLANS. 8. EXISTING PEDESTRIAN ISLANDS ARE TO REMAIN IN PL.ACE UNTIL THE CURB RAMPS AT THE INTERSECTION ARE COMPLETE. 9. WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS. PROVIDE A 5 FOOT PEDESTRIAN WALKWAY DETOUR AT THE EDGE OF THE ROADWAY, PER WSOOT STD. PLAN K-34.20-00. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON-WORKING HOURS PROVIDE PEDESTRIAN ACCESS THROUGH THE WORK ZONE SY THE USE OF TEMPORARY MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD MIX ASPHALT. OR OTHER MEASURES APPROVED BY THE ENGINEER. 10. PROVIDE PEDESTRIAN DETOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS. MATERIALS AND LOCATION TO BE APPROVED BY THE ENGINEER. 11. A FLAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK IS OCCURRING ON A CURB RAMP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS. 12 CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO RENTON STADIUM ANO BOEING PARKING LOTS AT ALL TIMES. M1NIMUM OF TWO (2) DRIVEWAYS FOR BOEING PARKING LOT MUST BE OPEN AT ALL TIMES. LEGEND -1--CL.ASS 8 SIGN ~ -TYPE .J BARRICADE --CONSTRUCTION ZONE WM -PEDESTRIAN DETOUR Mi1Y 4 '/.Qt) a • ~ SCALE ',l'.•.•.-,11 40 0 40 BO FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR I TC4 PHASE2 AI-ININININIAIAI w I ts ~ " ~ NE 14 SEC 18, T 23 N, R 5 E, W.M. I \ \. ,. .... \\ ~ \ .. ·. \ \· .. ·.·. 1 ~\ '\ ···~/' ', ·, ' '"' ! Q;' I ti / 13: 0 -/...J \ .... w \ ' \ ' /· ···,., " . .-'. ··--. ' ' '',,,, ·"'··._ ',. ' ~ -.. . . ··.~.·· ... ·.···.·• •• ·.·.··•.·.•···.·•···.··.··•·····•··.···•··•····· .. -.•···.···················· ~~ -~_;,_.:_L_L_~ ·····----~. ---QJ 'w w (/) ' LOGAN AVE N ;/ 10-tQQ..-··~ ~.-~-''·t_()()_ +--+-- __!ll![O _ ____.. ___QtQO---+ ~1~t~. _ w >t, 0 CD <( .-·' C. ~ _, --- '--=""" ,) ·, / -... :; .... .... ""' I --~-~ _2QW........,_ ~~~~22*' !._OGAN_AVE ~ go,; SUBMITTAL CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER ~ -.... PHASE J. THE FOLLOWlNG IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELEMENTS TO BE INCLUDED IN PHASE 3 ADDITIONAL ELEMENTS MAY BE NECESS,t,RY TO COMPLETE THE WORK. A. OPEN LOGAN AVENUE N BETWEEN CEDAR RIVER BRIDGE AND N 6TH STREET BACK TO TWO-WA.Y TRIIFFIC WITH AT LEAST TWO LANES IN EACH DIRECTION ANO EACH LANE AT LEAST 11-FEET IN WIDTH. 8 C D E REMOVE DETOUR ROUTE. CONSTRUCT REMAINING ELEMENTS ON LOGAN AVENUE N AND N JRO STREET THAT COULD NOT BE DONE IN EARLIER PHASES. ALLOW OF NORTHBOUND TRAFFIC ON LOGAN AVENUE N TO TURN RIGHT ONTO N 3RO STREET AT THE SIGNAL WHILE REMOVING THE PAVEMENTS IN THE FORMER RIGHT-TURN AREA FROM NORTHBOUND LOGAN AVENUE N TO EASTBOUND N 3RD STREET CONSTRUCT FINAL LIFT OF Hr.IA THROUGHOUT PROJECT. INSTALL FINAL CHANNELIZATION. F INSTALL LANDSCAPING NOT DONE IN PREVIOUS PHASES. Perteet 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 NO REVIS•ON , __ -+ I J W -z_ ~ -,:. ~ J."'% ,...-\ \, ( \ . \ i \s '\ \11 l~ .... :·.,,,.,,· ... ·-----' --_ ................. . ... -1---=::=--= a' 0 -__ ,_--__,.,aj"j; --~ ~ (/) ::r: j <O ~ 0 3: 0 ~ ,_ ·--· -··---·-····---. ·----------j w w (/) -.... .... ------ M.~IAS J. SEAN J. THO~SEN ~~~ 1 "=40' """'""""~""'-,..:v, .. , I "'.:':., *' 0 lO + <O N ~ w z ::J I (.) ~ ::i, CITY OF RENTON Plon~:ng/Bvildir,g/Public Works Dept. BY I OAT[ I APPR _, "°"'--'''":"""""'' ® P. DE 80L0T FEDERAL AID NO. STPUL-1131 (002 GENERAL NOTES All EXISTING ANO FUTURE IMPROVD.IENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING. FOR .6DDITIONAL INFORMATION, SEE THE APPLICABLE CONTRACT DRAWINGS. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH l>S, 8UT NOT LIMITED TO, PAVEMENT SASE MATERIAL, SIDEWALKS, CURBS AND GUTTERS, PAVEMENTS, ETC 3. CONSTRUCTION SEQUENCING SHOWN IS INTENDED TO DEMONSTRATE POSSIBLE COURSE OF ACTION. ALTERNATIVE SEQUENCING MAY BE DEVELOPED BY THE CONTRACTOR ANO SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE SEQUENCING CONCEPTS SHALL BE AT THE SOLE DISCRETION or THE ENGINEER ANO THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL BE ACCEPTED. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY 5. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR MATERIALS SE ALLOWED !N A"1 AREA OTHER THAN CONSTRUCTION STAGING AREA FOR A PERICO OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION. 6. WORK GROUPS ARE IDENTIFIED TO CONVEY THE AREAS OF CONSTRUCTION THAT ARE INTENDED TO OCCUR AT THE SAME TIME. WORK IS TO BE DONE IN GROUPS IN ORDER TO ACCOMMODATE PEDESTRIAN DETOURS ANO ALTERNATIVE ROUTES. THE PLAN DOES NOT INTEND FOR ANY TWO SEQUENTIAL WORK GROUPS TO OCCUR AT THE SAME TIME. 7. THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE PEDESTRIAN DETOUR ANO TRAFFIC CONTROL PLAN FOR REVIEW ANO APPROVAL BY THE CONTRACTING AGENCY. HOWEVER IT IS NOT GUARANTEED THAT THE ALTERNATIVE PLAN WILL BE ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN ,1,S THE BASIS FOR THE CONTRACT 810. THE CONTRACTOR SH,t,LL PROVlDE A SAFE ROUTE ,t,LQNG LOGAN AVE N CORRIDOR ON AT LEAST ONE SIDE OF THE STREET FOR PEOESTRl,t,NS AT ALL TIMES FOR SEGMENTS WHERE SIDEWALKS CURRENTLY EXIST THESE SIDEWALKS ARE SHADED ON THESE PLANS 8. EXISTING PEDESTRIAN ISLANDS ARE TO REMAIN IN PLACE UNTIL THE CURB RAMPS AT THE INTERSECTION ARE COMPLETE. 9. WHEN WORKING ON CURB RAf.lPS ANO SIDEWALK SEGMENTS, PROVIDE A 5 FOOT PEDESTRIAN WAU<WAY DETOUR AT THE EOG[ OF THE ROADWAY, PER WSOOT STD. PLAN K-34.20-00. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON-WORKIJ\IG HOURS PROVIDE PEDESTRIAN ACCESS THROUGH THE WORK ZONE BY THE USE OF TEMPORARY t.lEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD r..tlX ASPHALT, OR OTHER f.lEASURES APPROVED BY THE ENGINEER. 10. PROVlDE PEDESTRIAN DETOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS. f.lATERIALS AND LOCATION TO BE APPROVED BY THE ENGINEER. 11. A FLAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK IS OCCURRING ON A CURB RAf.lP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS. 12. CONTR,1,CTOR SHALL MAINTAIN DRIVEWAY ACCESS TO RENTON STADIUM AND BOEING PARKING LOTS AT ALL Tlt.lES. MINIMUM OF TWO (2) DRIVEWAYS FOR BOEING PARKING LOT MUST BE OPEN AT ALL TIMES. LEGEND ..i CLASS B SICN rn' -TYPE 3 BARRICADE --FULL TIME CLOSURE WM -PEDESTRIAN DETOUR \< .. :-. ~[\'{ I. ,I, ) --~ SCALE '\,.,•. 40 80 FEET CITY OF RENTON LOGAN AVENUE N N AIRPORT WAY TON 6TH STREET CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR I TC5 PHASE 3 AI-ININININIAIAI 0 ~ g ~ " l/) ~ ~ Q ti (/J f .,,..__ o· l/) + <D C\/ ;'S (/J l _, .J: ~ § w 6 CD <( ' J i I I '-· l ---~ ~=~-.--~ /, I 7 ~-,,·-- ,)! ~---- \ " SE ~ SEC 7, T 23 N, R 5 E, W.M. ...... -~-,~ ' --.. .. --~ ~GANAVE Iii--: •'"'<. -,~-.. .,. w w U) -.. 0 ~ ~r-,--:: I 'l, _, -¥tQQ...-=. L __ _ t------'"' -~'jW • ~.:J:!_ -~-~ -~f!!l-,-,...___ ~ I") <( tn w z ::J :r: l) ~ ::::. 90% SUBMITTAL. CHECK PRINT NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 800 424-5555 UTILITIES UNDERGROUND LOCATION CENTER /"'"''' .. -.. ~,~'--.,_;.r:/ ~ I . :·-:-:, \ :'\ ' Perteet z ~ ~ 206-436-051511-800-615-990 505 5th Avenue S, Suite 300 Seattle. Washington 98104 ,,'r, NO ~ ... ·~ ,_ PHl>:SE 3 THE FOLLOWING IS A GENERAL DESCRIPTION OF THE MAJOR CONSTRUCTION ELE!.IENTS TO BE INCLUDED IN PHASE 3. ADDITIONAL ELEMENTS MAY BE NECESSARY TO COMPLETE THE WORK A. OPEN LOGAN AVENUE N BETWEEN CEDAR RIVER BRIDGE ANO N 6TH STREET BACK TO TWO-WAY TRAFFIC WITH AT LEAST TWO LANES IN EACH DIRECTION ANO EACH LANE AT LEAST 11-FECT IN WIDTH. 8. REMOVE DETOUR ROUTE . C. CONSTRUCT RD.IAINING ELEMENTS ON LOGAN AVENUE N AND N 3RD STREET THAT COULD NOT BE DONE IN EARLIER PHASES. ALLOW OF NORTHBOUND TRAFFIC ON LOGAN AVENUE N TO TURN RIGHT ONTO N 3RD STREIT AT THE SIGNAL WHILE REMOVING THE PAVEMENTS IN THE FORMER RIGHT-TURN AREA FROM NORTHBOUND LOGAN AVENUE N TO EASTBOUND N JRD STREET. 0. CONSTRUCT FINAL LIFT OF HMA THROUGHOUT PROJECT. E INSTALL FINAL CHANNELIZATION. F. INSTALL LANDSCAPING NOT DONE IN PRE\o10US PHASES. i,j_ MACIAS ''" J. THOM$EN REVISION BY I DATE I APPR I ~. DE BDlOT I "~40' -=-:.= .. , ~ ;R 3= 0 ...J w CD w w U) 0 0 + I.() I") ~ ---=-t ~ w z ::J :r: l) ~ ::::. CITY OF RENTON Plan,.,:ng/Bu;lding/Publi,;; Works Dept FEDERAL AID NO. STPUL-1131 (002) GENERAL NOTES ALL EXISTING AND FUTURE IMPROVrnENTS, INCLUDING UTILITIES. ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE THE APPLICASLE CONTRACT DRAWINGS 2. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS. BUT NOT LIMITED TO, PAVEMENT BASE MATERIAL, SIDEWALKS, CURBS AND GUTTERS, PAVEMENTS, ETC J. CONSTRUCTION SEQUENCING SHOWN IS INTENDED TO DEMONSTRATE POSSIBLE COURSE OF ACTION. ALTERNATIVE SEQUENCING MAY BE DEV£LOPEO SY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE SEQUENCING CONCEPTS SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER ANO THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL SE ACCEPTED. 4. CONSTRUCTION ACTMTIES NOT SPECIFlCALL Y SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-06.J OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY 5. CONSTRUCTION EOUIPI.IENT AND MATERIALS SHALL SE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR MATERIALS BE ALLOWED IN AN AREA OTHER THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION . 6. WORK GROUPS ARE IDENTIFIED TO CONVEY THE AREAS OF CONSTRUCTION THAT AR.E INTENDED TO OCCUR AT THE SAME TIME. WORK IS TO BE DONE IN GROUPS IN ORDER TO ACCOMMODATE PEDESTRIAN DETOURS ANO ALTERNATIVE ROUTES THE PLAN OOES NOT INTEND FOR ANY TWO SEQUENTIAL WORK GROUPS TO OCCUR AT THE SAME TIME. 7. THE CONTRACTOR MAY SUBMIT AN ALTERNATIVE PEDESTRIAN DETOUR AND TRAFFIC CONTROL PLAN FOR REVIEW ANO APPROVAL. BY THE CONTRACTING AGENCY, HOWEVER IT IS NOT GUARANTEED THAT THE ALTERNATIVE PLAN WILL BE ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN k5 THE BASIS FOR THE CONTRACT BIO. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG LOGAN AVE N CORRIDOR ON AT LEAST ONE SIDE Of THE STREIT FOR PEDESTRIANS AT ALL TIMES FOR SEGMENTS WHERE SIDEWALKS CURRENTLY EXIST. THESE SIDEWALKS ARE SHADED ON THESE PLANS 8 EXISTING PEDESTRIAN ISL.ANOS ARE TO REMAIN IN PLACE UNTIL THE CURB RAMPS AT THE INTERSECTION ARE COMPLETE WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS, PROVIDE A 5 FOOT PEDESTRIAN WALKWAY DETOUR AT THE EDGE OF THE ROADWAY, PER WSDOT STO. PLAN K-34.20-00. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON-WORKING HOURS PROVIDE PEDESTRIAN ACCESS THROUGH THE WORK ZONE BY THE USE OF TEMPORARY MEASURES SUCH k5 STEEL PLATES. CRUSHED SURFACING, COLD MIX ASPHALT, OR OTHER MEASURES APPROVED BY TH£ ENGINEER. 10. PROVIDE PEDESTRIAN DETOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIEO IN THE PLANS. MATERIALS ANO LOCATION TO BE APPROVED 6Y THE ENGINEER . 11. A FLAGGER MUST BE PROVIDEO AT ALL Tli.lES WHILE WORK IS OCCURRING ON A CURB RAMP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS. 1 2. CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS TO RENTON STADIUM ANO BOEING PARKING LOTS AT ALL TIMES. MINIMUM OF TWO (2) DRIVEWAYS FOR BOEING PARKING LOT MUST BE OPEN AT ALL TIMES. LEGEND --i -CLASS B SIGN #1' -TYPE 3 BAR.RICADE --FULL Tl"'E CLOSURE WM -PEDESTRIAN DETOUR --;,,e. .. SCALE ·····-····· -40 0 40 FEET CITY OF RENTON LOGAN AVENUE N 80 ·111t\\ N AIRPORT WAY TON 6TH STREET CONSTRUCTION SEQUENCING AND PEDESTRIAN DETOUR PHASE 3 4 '/ 1:,\· TC6 AI-ININININIAIA