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Home My WebLink About60%_Plans_2016030112’ ONLYTRANSIT ONLYTRANSIT DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/2/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_INVM_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN8:58:23 AM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 10+00.00 POB 15+20.64 PC 17+73.46 PT 23+18.30 PI 26+18.30 PI 29+01.87 POE PI 16+47.12PI 16+47.122520 15 1019 15 10+00.00 POB 11+75.55 PC 13+48.46 PCC 16+46.87 PCC 17+37.15 PCC 18+69.56 PT 19+32.07 POE 12+69.79PI 15+45.54PI 16+92.83 PI 18+04.45PI G G GG G GG G G G G GG G G G G G G G G GG G G GG G GG G G G G G G G G GG G G G G G G GG G G G G G G G GG G G GGG GG GG G G G G G G G GG GG GG G G G G GG GGG G G GGG G GGGGGGG IN1 2 - 3 4 - 6 7 - 9 INDEX TITLE PLAN REFERENCE NO. SHEET NO. SCALE IN FEET 0 INDEX AND VICINITY MAP 750 1500 30-N405 10+00.00 MP 6.5 VIC. BEGIN PROJECT END PROJECT WASHIN GTONLA KE MAY CREEKN 30TH ST NE 44TH STTO BELLEVUETO RENTON D BRINKMANN 16A801 INDEX AND VICINITY MAP IN1 RAMP IMPROVEMENTS 38 ROADWAY SECTION PAVING PLAN ILLUMINATION PLAN ITS PLAN T LIVINGSTON J PRZYCHODZEN 10 11 12 DRAINAGE PLAN DRAINAGE PROFILE STRUCTURE NOTES - DRAINAGE 13 14 - 16 25 - 26 27 - 29 30 - 35 36 37 - 38 21 - 24 19 20 ALIGNMENT AND RIGHT OF WAY PLAN SITE PREPARATION AND TESC PLAN 17 - 18 SIGN SPECIFICATIONS RETAINING WALL 1 - PLAN WALL 1 - ELEVATION RS1 - RS2 AL1 - AL3 SP1 - SP3 DN1 DR1 DP1 PV1 MK1 - MK3 SS1 - SS2 ST1 ST2 STD1 - STD4 IL1 AND IL3 TRAFFIC CONTROL ITS DETAILSITD1 - ITD6 TC1 44-N405 19+32.07 MP 7.5 VIC. MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST 1 PAVEMENT MARKINGS AND SIGNING PLAN WALL DETAILS DU1 - DU2 DETOUR PLAN - ITS1 - ITS3 30-N405 ROADWAY SECTION A SHLD. ‘ RAMP LANE 0.15’ 0.70’ 1 2 3 5 2% MIN EXISTING MATCH 2 1 EXISTING ASPHALT PAVEMENT 3 RAMP LANE 4 SHLD. SHLD. ‘ RAMP LANE 2 3 RAMP LANESHLD. 2% MIN EXISTING MATCH 1 4 4EXISTING ASPHALT PAVEMENT 30-N405 ROADWAY SECTION B HOV BYPASS & LAEX. R/W& LAEX. R/WEOP EX 0.45’1 0.15’ 0.70’2 0.45’1 1 LEGEND NOTES: 1 2 3 4 CRUSHED SURFACING BASE COURSE ROADWAY EXCAVATION INCL. HAUL 5 MATCH EXISTING ROADWAY SURFACE CONSTRUCTION NOTES SAWCUT1 2 3 MATCH EXISTING TRAVELED WAY SUPERELEVATION 4 PLANING BITUMINOUS PAVEMENT 4’ 4’ TYP 4’ VAR. 11.5’ - 6.7’ 4’-6’ VAR. VAR. 110.7’ - 59.03’ 11’11’12’ 4.5’-9.3’ VAR. 12’ VAR. 71.56’ - 86’ 6’ - 11.5’ VAR. 11’11’ VAR. 9.3’ - 11.2’6.7’ - 4.8’ VAR. SEE WALL PLAN RETAINING WALL 1 * ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.1. SEE PAVEMENT MARKING PLAN FOR VARIABLE WIDTHS2. 5 SEEDING FERTILIZING AND MULCHING 5 - - 5 INCL. HAUL EXCAVATION, ROADWAY LIMITS OF EXCAVATION, INCL. HAUL LIMITS OF ROADWAY GROUND EXISTING GROUND EXISTING 3 EOP EX STA. 13+06.84 - 16+00 HOV BYPASS STA. 10+50 - 13+06.84 TRANSIT ONLY SINGLE-SLOPE CONC. BARRIER WALL, SEE WALL DETAILS SINGLE-SLOPE CONC. BARRIER (VERTICAL BACK) 6 SINGLE-SLOPE CONC. BARRIER (DUAL FACED)3’-6"BARRIER HEIGHT DETAIL HEIGHT DETAIL SEE BARRIER6 HMA CLASS ", PG __-__ (SEE NOTE TO REVIEWER) PLANS. SHOWN ARE PROPOSING TO MATCH EXISTING PER AS-BUILT MATERIALS OFFICE IS PENDING. PROPOSED PAVEMENT DEPTHS FINAL PAVEMENT SECTION DETERMINATION FROM REGION NOTE TO REVIEWER:3’-6"0.5’ MIN3’-6"16’ ZONE TRANSIT NTS * WALL 1 STA. 13+10.00 TO STA. 14+70.00 RT STA. 30-N405 12+96.69 TO STA. 30-N405 14+70.00 NTS STA. 30-N405 14+70.00 TO STA. 30-N405 16+00.00 NTS STA. 30-N405 12+98.00 - N30-405 13+10.00 NTS STA. 30-N405 12+96.69 - N30-405 12+98.00 7 CEMENT CONC. TRAFFIC CURB 7 16’ ZONE TRANSIT 6 8 CEMENT CONC. GUTTER 8 FOR WALLS BACKFILL GRAVEL 1’ VARIES EXISTING VARIES EXISTING AS SHOWN ON SITE PREP PLANS CLEARING AND GRUBBING ROADWAY SECTION A-1 ROADWAY SECTION A-2 8 TERMINAL) CONC. BARRIER (SINGLE-SLOPE NTS STA. 30-N405 15+40.00 - N30-405 16+00.00 * SINGLE SLOPE CONC. BARRIER STA. 30-N405 14+70.00 - N30-405 15+40.00 * SINGLE SLOPE CONC. BARRIER WALL (SEE NOTE 3) AS SHOWN ON SITE PREP PLANS CLEARING AND GRUBBING SEE NOTE 4. SECTIONS. AND SINGLE SLOPE PRECAST BARRIER WALL DETAILS AND SEE RETAINING WALL DETAILS FOR RETAINING WALL 1 RETAINING WALLS SHOWN ARE FOR REFERENCE ONLY.3. IS CONSIDERED INCIDENTAL TO WALL CONSTRUCTION. CEMENT CONC. GUTTER ADJACENT TO RETAINING WALL 4. DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_RS_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:06 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION D BRINKMANN RAMP IMPROVEMENTS 3816A801 RS1 -- ROADWAY SECTION T LIVINGSTON J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST LEGEND NOTES: 1 2 3 CRUSHED SURFACING BASE COURSE ROADWAY EXCAVATION INCL. HAUL MATCH EXISTING ROADWAY SURFACE CONSTRUCTION NOTES SAWCUT1 2 3 MATCH EXISTING TRAVELED WAY SUPERELEVATION 4 PLANING BITUMINOUS PAVEMENT ‘ 30-N405 ROADWAY SECTION C SHLD.RAMP LANE 2 3 RAMP LANE HOV BYPASS 1 4 0.15’ 0.45’ 0.70’ 1 1 2 EXISTING ASPHALT PAVEMENT GORE EXISTING MATCH & LAEX. R/WVAR.11’11’12’ VAR. 86’ - 89.3’ 4’-2.7’ VAR. 4.8’ - 4’ VAR. 11.2’ - 10.7’ VAR. EXCAVATION, INCL. HAUL LIMITS OF ROADWAY HMA CLASS ", PG __-__ (SEE NOTE TO REVIEWER) PLANS. SHOWN ARE PROPOSING TO MATCH EXISTING PER AS-BUILT MATERIALS OFFICE IS PENDING. PROPOSED PAVEMENT DEPTHS FINAL PAVEMENT SECTION DETERMINATION FROM REGION NOTE TO REVIEWER: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.1. SEE PAVEMENT MARKING PLAN FOR VARIABLE WIDTHS2. NTS STA. 30-N405 16+00.00 TO STA. 30-N405 16+49.07 VARIES EXISTING 3 EXISTING PERMANENT BARRIER REMOVING AND RESETTING GROUND EXISTING DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_RS_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:07 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION D BRINKMANN RAMP IMPROVEMENTS 3816A801 RS2 -- ROADWAY SECTION T LIVINGSTON J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST ?CCC??CC?? ?CC ??UU ??TRANSITTRANSIT++DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_AL_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:08 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION1515NE 30TH STN 326’14" E N 123’28" W I-405 92.3 87.7 30-N405 16+47.12 PI 30-N405 17+73.46 PT 30-N405 15+20.64 PC 30-N405 LINE30-N405 10+00.00 POB = E 1303224.544 N 192101.252 BEGIN PROJECT 30-N405 10+00.00 I-405 MP 6.5 VIC D BRINKMANN 16A801 AL1MATCH LINE 30-N405 19+00 SEE SHEET AL2T LIVINGSTON J PRZYCHODZEN 10 I-405/NE 30TH ST & NE 44TH ST RAMP IMPROVEMENTS MP 6.5 VIC AND MP 7.5 VIC -- ALIGNMENT AND RIGHT OF WAY PLAN LEGEND RIGHT OF WAY (LIMITED ACCESS) EXISTING FENCE NOTES 3. SEE STRUCTURES PLANS FOR WALL ALIGNMENT. 2. VERTICAL DATUM IS NAVD88. 1. BASIS OF BEARING: WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE, NAD 1983 (1991 ADJ.). EXISTING RETAINING WALL CURVE DATA P.I. STATION DELTA RADIUS TANGENT LENGTH PI 16+47.12 3000’126.48’ 252.82’449’42" PT 17+73.46 PC 15+20.64 DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_AL_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:09 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 23+18.30 PI 26+18.30 PI 29+01.87 POE 2520 N 326’14" EN 326’14" E N 434’59" E I-405 30-N405 LINE D BRINKMANN RAMP IMPROVEMENTS 3816A801 AL2 -- ALIGNMENT AND RIGHT OF WAY PLAN T LIVINGSTON J PRZYCHODZEN MATCH LINE 30-N405 19+00 SEE SHEET AL1MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_AL_003.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:10 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION?? C PU U ??C ? U ? ? ? ??U UU UU U UU ? ? ? C C C?U U 5 0 1019 15+ LAKE WASHINGTON BLVD NE N E 44 T H S T NE 4 3 RD P L JONES AVE NE 44-N405 16+92.83 PI 44-N405 18+04.45 PI 44-N405 18+69.56 PT 44-N405 16+46.87 PCC 44-N405 17+37.15 PCC END PROJECT 44-N405 19+32.07 I-405 MP 7.5 VIC 44-N405 12+69.79 PI 44-N405 11+75.55 PC I-405 D BRINKMANN RAMP IMPROVEMENTS 3816A801 AL3 -- ALIGNMENT AND RIGHT OF WAY PLAN T LIVINGSTON J PRZYCHODZEN 44-N405 13+48.46 PCC MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST CURVE DATA P.I. STATION DELTA RADIUS TANGENT LENGTH PI 12+69.79 PCC 13+48.46 PC 11+75.55 PI 15+45.54 PCC 16+46.87 PI 16+92.83 PCC 17+37.15 PI 18+04.45 PT 18+69.56 ’40"5635 94.24’175.05’172.91’ 179.05’298.41’9529’27"179.09’ 45.96’2631’35"195’90.28’ 2517’23"300’67.31’132.42’ 44-N405 LINE E 1303801.613 N 197173.092 44-N405 10+00.00 POB = 89.8 90.2 LEGEND RIGHT OF WAY (LIMITED ACCESS) EXISTING FENCE NOTES EXISTING RETAINING WALL 2. VERTICAL DATUM IS NAVD88. 1. BASIS OF BEARING: WASHINGTON STATE COORDINATE SYSTEM NORTH ZONE, NAD 1983 (1991 ADJ.). 44-N405 15+45.54 PI E 1303494.316 N 197159.960 44-N405 19+32.07 POE =N 1822’45" E S 531’20" E DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_SP_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:12 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION?CCC??CC??CC? ?UU ??TRANSITTRANSIT1515 NON-BIO NON-BIO++N 30TH ST1 1 1 1 4 END SAWCUT 30-N405 16+49.00, 32.73’ RT I-405 SITE PREPARATION NOTES TESC NOTES SEE ITS PLANS FOR ITS MODIFICATIONS.7. SEE ILLUMINATION PLANS FOR ELECTRICAL ITEM REMOVALS.6. SEE SIGNING PLANS FOR SIGN REMOVALS.5. SEE DRAINAGE PLANS FOR DRAINAGE REMOVALS.4. EXISTING EDGE OF PAVEMENT. SAWCUT LOCATIONS ARE OFFSET A MINIMUM OF 4’ INSIDE FROM 3. LENGTH OF BURIED TERMINAL MAY VARY FROM WHAT IS QUANTIFIED. APPROXIMATE BASED ON EXISTING SURVEY INFORMATION. ACTUAL EXISTING CONCRETE BARRIER LENGTH TO BE REMOVED IS 2. ELEMENTS UNLESS NOTED OTHERWISE. PROTECT & MAINTAIN ALL EXISTING UTILITIES, ITS & ELECTRICAL 1. 3 4 5 6 7 CONSTRUCTION NOTES PLUG IN SD PIPE INSTALL TEMPORARY INFLATABLE TEMP AND PERMANENT BARRIERS INSTALL CHECK DAM BETWEEN RUNOFF AWAY FROM WORK AREA DIVERSION DIKE TO DIRECT OFFSITE INSTALL WATTLE AS A TEMPORARY LEGEND EXISTING CURB SAWCUT LINE EXISTING EDGE OF PAVEMENT EXISTING FLEXIBLE GUIDE POST EXISTING SIGN EXISTING FENCE CLEAR & GRUBBING LIMIT PLANING BITUMINOUS PAVEMENT HMA PAVEMENT REMOVAL RIGHT OF WAY (LIMITED ACCESS) EXISTING RETAINING WALL EXISTING BARRIER EXISTING CATCH BASIN EXISTING DETECTOR LOOP EXISTING LUMINAIRE EXISTING RAMP METER SIGNAL EXISTING SIDEWALK EXISTING CONTROLLER CABINET INLET PROTECTION CHECK DAM SILT FENCE HIGH VISIBILITY SILT FENCE WATTLE NON-BIO AP SAWCUT 30-N405 13+86.35 (26.50’ RT) AP SAWCUT 30-N405 13+86.35 (30.04’ RT) 5 6 BEGIN END ACRE ITEM UNIT TOTAL ALIGNMENT CLEARING AND GRUBBING ROADWAY EXCAVATION INCL. HAUL CY 0.2 LS LF REMOVING PAINT LINE REMOVING PLASTIC LINE LF LF EACHREMOVING PLASTIC TRAFFIC MARKING EACHINLET PROTECTION REMOVING AND RESETTING EXISTING PERMANENT BARRIER LF 30-N405 12+96.69 (53.50’ RT) 30-N405 12+96.69 (38.51’ RT)30-N405 16+49.07 (36.73’ RT) 24 7 30 50 1 30-N405 12+96.69 (22.00’ RT)30-N405 16+49.07 (22.00’ RT)SYPLANING BITUMINOUS PAVEMENT 350 1556 4291 280 SITE PREPARATION & TESC QUANTITY TABULATION 50CHECK DAM *SEE SPECIAL PROVISIONS. REMOVING CONC. BARRIER LF SILT FENCE LF 25 LF LS 1 WATTLE EROSION CONTROL AND WATER POLLUTION PREVENTION 400 SEEDING, FERTILIZING, AND MULCHING ACRE 0.1 30-N405 15+72.55 (41.48’ RT)30-N405 16+00.00 (38.00’ RT) 30-N405 16+00.00 (38.00’ RT)30-N405 16+50.00 (38.00’ RT) 30-N405 16+31.31 (51.50 RT) 7 MATCH LINE 30-N405 LINE 19+00 SEE SHEET SP2REMOVING MISCELLANEOUS TRAFFIC ITEM * BEGIN REMOVING PLASTIC LINE 30-N405 10+49.11, 42.04’ RT PERMANENT BARRIER REMOVING AND RESETTING EXISTING BEGIN REMOVING PLASTIC LINE 30-N405 10+31.86, 0.78’ LT BEGIN REMOVING PLASTIC LINE 30-N405 15+70.75, 5.18’ RT END REMOVING PLASTIC LINE 30-N405 16+71.36, 18.90’ RT BEGIN REMOVING PLASTIC LINE 30-N405 16+27.21, 22.92’ LT END REMOVING PLASTIC LINE 30-N405 15+70.70, 17.43’ RT 6 3 REMOVING PLASTIC TRAFFIC MARKING1 REMOVING CONC. BARRIER BEGIN REMOVING PAINT LINE 30-N405 10+62.70, 36.51’ RT 30-N405 10+62.70 (36.51’ RT)30-N405 26+18.30 (18.00’ RT) 8 8 STANDARD PLAN SHEET SERIES "I". INSTALL WATTLE, SILT FENCE, AND HIGH VISIBILITY FENCE PER THE 5. INSTALL TEMPORARY PLUG IN INLET INSIDE SAWCUT AREA.4. INSTALL INLET PROTECTION PER STANDARD PLAN I-40.20-00.3. FIELD VERIFIED BY THE ENGINEER. HIGH VISIBILITY FENCE, SILT FENCE, AND WATTLE LOCATIONS SHALL BE 2. RIGHT OF WAY SHALL MEET THE REQUIREMENTS OF WAC 173-201A. ANY WATER DISCHARGED FROM CONSTRUCTION WORK AREA ON STATE 1. AND GRUBBING SHALL BE TO LIMITS OF CLEARING SEEDING, FERTILIZING, AND MULCHING END REMOVING PLASTIC LINE 30-N405 12+19.38, 24.43’ RT BEGIN REMOVING PLASTIC LINE 30-N405 10+87.75, 23.20’ RT 2 2 ITEM (RAISED PAVEMENT MARKER) REMOVING MISCELLANEOUS TRAFFIC D BRINKMANN RAMP IMPROVEMENTS 3816A801 SP1 -- SITE PREPARATIONS AND TESC PLAN T LIVINGSTON J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST BEGIN SAWCUT 30-N405 12+96.69, 26.50’ RT DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_SP_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:13 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 2520 END REMOVING PLASTIC LINES 30-N405 29+01.87, 0.00’ RT I-405 NOTES SEE SHEET SP01 FOR 30-N405 ALIGNMENT QUANTITY TABULATION.2. SEE SHEET SP01 FOR LEGEND AND NOTES.1. MATCH LINE 30-N405 LINE 19+00 SEE SHEET SP1END REMOVING PAINT LINE 30-N405 26+18.30, 18.00’ RT D BRINKMANN RAMP IMPROVEMENTS 3816A801 SP2 -- SITE PREPARATIONS AND TESC PLAN T LIVINGSTON J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST ?? C PU U ??C ? U ? ? ? ??U UU UU U UU ? ? ? C C C?U U + DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_SP_003.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:14 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 5 0 1019 15LAKE WASHINGTON BLVD NE NE 44 T H S T NE 4 3 RD P L JONES AVE NE D BRINKMANN XX16A801 SP3 -- 1 U LEGEND EXISTING CURB EXISTING EDGE OF PAVEMENT EXISTING FLEXIBLE GUIDE POST EXISTING SIGN RIGHT OF WAY (LIMITED ACCESS) EXISTING CATCH BASIN EXISTING RAMP METER SIGNAL 1 EXISTING JUNCTION BOX EXISTING DITCH EXISTING CULVERT ? EXISTING CONTROLLER CABINET Traffic Arrow Type 1 S DTM1 RD_MK_TrafficArrowType1S15 RD_MK_TrafficArrowType1S RandomDNC Traffic Arrow Type 1 S DTM1 RD_MK_TrafficArrowType1S16RD_MK_TrafficArrowType1S RandomDNC Valvebox DTM1 UT_GU_Valvebox64 UT_GU_Valvebox RandomDNC Bollard DTM1 RD_BR_Bollard51 RD_BR_Bollard RandomDNC Water Meter Box DTM1 UT_WT_WaterMeterBox24 UT_WT_WaterMeterBoxRandomDNC SEE ITS PLANS FOR ITS MODIFICATIONS.4. SEE ILLUMINATION PLANS FOR ELECTRICAL ITEM REMOVALS.3. SEE SIGNING PLANS FOR SIGN REMOVALS.2. ELECTRICAL ELEMENTS UNLESS NOTED OTHERWISE. PROTECT & MAINTAIN ALL EXISTING UTILITIES, ITS & 1. CONSTRUCTION NOTES SITE PREPARATION NOTES I-405 ITEM UNIT TOTAL ALIGNMENT LS REMOVING PAINT LINE REMOVING PLASTIC LINE LF LF EACHINLET PROTECTION 2 1 18 1130 *SEE SPECIAL PROVISIONS. 1EROSION CONTROL AND WATER POLLUTION PREVENTION LS HIGH VISIBILITY SILT FENCE LF 805 SITE PREPARATION & TESC QUANTITY TABULATION T LIVINGSTON J PRZYCHODZEN SITE PREPARATION AND TESC PLAN HIGH VISIBILITY SILT FENCE BEGIN REMOVING PAINT LINE 44-N405 10+56.66, 8.00’ LT END REMOVING PAINT LINE 44-N405 16+16.00, 8.00’ LT BEGIN REMOVING PAINT LINE 44-N405 10+46.94, 29.81’ RT END REMOVING PAINT LINE 44-N405 16+16.00, 12.00’ RT BEGIN REMOVING PLASTIC LINE 44-N405 12+90.73, 8.17’ LT END REMOVING PLASTIC LINE 44-N405 12+91.10, 9.60’ RT REMOVE MISCELLANEOUS TRAFFIC ITEM (GUIDE POST) REMOVING MISCELLANEOUS TRAFFIC ITEM * RAMP IMPROVEMENTS MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST CATCH BASIN TYPE 13091 3151 3541 7006 9605 EA LS EALFLF STANDARD ITEM NO. LOCATION / UNIT OF MEASURECODE STRUCTURE NOTES - DRAINAGE SEE GENERAL NOTESGENERAL NOTES 7. 6. 5. 4. 3. 2. 1. DR1-1 DR1-2 DR1-3 DR1-4 STA. 13+00.0, 36.45’ RT. STA. 14+20.0, 36.45’ RT. STA. 15+70.0, 36.45’ RT. STA. 16+44.6, 35.5’ RT. 1 1 1 1 120 120 150150 1 1,2,3,4,5,6,7 2,3,4,5 2,3,4,5 1SPOUTWALL DRAIN AND DOWNPIPETESTING STORM SEWERPIPE 12 IN. DIAM.SCHEDULE A STORM SEWERCLASS B INCL. HAULSTRUCTURAL EXCAVATIONPIPE ZONE BEDDINGGRAVEL BACKFILL FORSTRUCTURECONNECT TO DRAINAGE7017 CY 60.0 75.0 36.5 CY 23.2 29.0 14.1 3 1 36.5 14.1PROJECT TOTAL 343 343 RAMP IMPROVEMENTS --16A801 DN1 A BLACK A BLACK F GHADAMSI STRUCTURE NOTES - DRAINAGE -STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEERALAN DEAN BLAC K31942 73 73 MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST CONNECT WALL UNDERDRAIN. CONNECT WALL DRAINAGE AND DOWN SPOUT. ACCEPTABLE EXCEPT GALVANIZED METAL. ALL PIPE MATERIAL ALTERNATIVES ARE INSTALL PIPE PER WSDOT STD. PLAN B-55.20-00. AND LOCKING PER WSDOT STD. PLAN. B-30.30-01. GRATES FOR CATCH BASINS SHALL BE VANED ROADWAY. LONGITUDINAL AND CROSS SLOPE OF THE FRAME AND GRATE TO MATCH THE LOCAL OF THE DRAINAGE STRUCTURE. SET THE GRATE ARE PROVIDED FOR THE CENTER RIM ELEVATIONS FOR THE FRAME AND AS A LUMP SUM DRAINAGE ITEM. SEE WALL PLANS. THIS ITEM IS INCLUDED WALL DRAIN AND DOWN SPOUT SYSTEM - DRAINAGE FEATURE FOUND ON THAT SHEET. THE SECOND NUMBER REFERS TO THE NO. SHOWING THE DRAINAGE FEATURE. THE SHEET NO. OR SHEET REFERENCE DESIGNATION" (BELOW) REFERS TO THE FIRST NUMBER OF THE "CODE NOTE: DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_DR_DN_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd 12:51:15 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_DR_DR_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd 12:51:28 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION?CCC??CC??CC? ?UU ??TRANSITTRANSITONLYTRANSITONLYTRANSIT1515GP17405-68N 30TH ST1 2 3 1. NOTES: I-405 -D BRINKMANN RAMP IMPROVEMENTS 3816A801DRAINAGE PLAN DR1STATEOFWASHINGTON R EGISTEREDPROFES SIONAL ENGINEERALAN DEAN BLAC K31942 A BLACK A BLACK 4 # OR DITCHES. DRAIN TO DRAINAGE STRUCTURES ALL UNDERDRAIN MUST POSITIVELY CONNECT TO EXISTING GRATE INLET STA. 16+44.6 SEE SHEET PV1 BEGIN CEMENT CONC. GUTTER STA. 13+05 SEE SHEET PV1 WALL DRAIN END OF CEMENT CONC. GUTTER STA. 15+70 LEGEND EXISTING NEW STRUCTURE NOTE CATCH BASIN MANHOLE STORM LINE DRAIN UNDERDRAIN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST SHEDULE A STORM SEWER PIPE 12 IN. DIA.STA. 13+00.0, 36.45’ RTSTA. 14+20.0, 36.45’ RTSTA. 15+70.0, 36.45’ RTSTA. 16+44.6, 35.5’ RTRIM ELEV. 219.00VANED GRATE INLETCATCH BASIN TYPE 1RIM ELEV. 208.00VANED GRATE INLETCATCH BASIN TYPE 1RIM ELEV. 196.00VANED GRATE INLETCATCH BASIN TYPE 1RIM ELEV. 191.48EXISTING CB5.48 %8.00 %9.17%FL.215.50FL.204.50FL.192.50FL.188.50FL.215.50FL.204.50FL.192.50VERIFYFL.188.5 (EXIST)73 LF150 LF120 LF DR1 3 DR1 4 DR1 2 DR1 1 OF BARRIER 38’ RT PROPOSED FLOWLINE AT FACE PROFILE AT CENTERLINE EXISTING GROUND 30-N405 LINE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 12:51:29 PM N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_DR_DP_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE DATUM (NAVD) 88 brinkmd Washington State Department of TransportationSTATEOFWASHINGTO N R EGISTEREDPROFES SIONALENGINEERALAN DEAN BLAC K31942 R FENTON L ENG 60% SUBMITTAL - NOT FOR CONSTRUCTION -D BRINKMANN RAMP IMPROVEMENTS 3816A801 DP1 A BLACK A BLACK DRAINAGE PROFILE MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST 190 180 200 210 220 220 210 200 190 180 170 20+0019+0018+0017+0016+0015+0014+0013+0012+00 P?CCC??CC?? ?CC ??UU ??TRANSITTRANSITDESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_PV_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:38 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTIONONLYTRANSITONLYTRANSIT1515N 30TH STI-405 12’ 30-N405 LINE BEGIN END LF LF ALIGNMENT TOTAL 180 30-N405 12+96.69 (38.00’ RT) 30-N405 12+98.00 (38.00’ RT)30-N405 14+70.00 (38.00’ RT) 30-N405 14+70.00 (38.00’ RT)30-N405 15+40.00 (38.00’ RT) 30-N405 16+00.00 (38.00’ RT) 2 2 70 70180 172 232 PAVING QUANTITY TABULATION BASE COURSE SURFACING CRUSHED PG __-__ HMA CLASS ",CURB TRAFFIC CEMENT CONC. BARRIER CONCRETE SINGLE SLOPE BARRIER WALL CONCRETE SINGLE SLOPE TON LF 30-N405 12+96.69 (22.00’ RT) 30-N405 12+96.69 (26.50’ RT)30-N405 16+49.07 (32.73’ RT) 30-N405 16+49.07 (22.00’ RT) 30-N405 12+98.00 (38.00’ RT) 30-N405 15+40.00 (38.00’ RT)60 1 2 3 TON 130 130 LEGEND HMA OVERLAY HMA FULL DEPTH 1 22 3 2 NOTES 4 LF GUTTER CONC. CEMENT 130 130 30-N405 14+70.00 (RT)30-N405 16+00.00 (RT) 4 SEE NOTE 5 TIE INTO EXISTING BARRIER 30-N405 16+00.00, 38.00’ RT SINGLE SLOPE BARRIER RETAINING WALL WITH FOR CEMENT CONC. GUTTER BEHIND RETAINING WALL, SEE STRUCTURES PLANS.7. SEE STRUCTURES PLANS FOR RETAINING WALL DETAILS.6. STANDARD PLAN SHEET C-80.50-00. FOR BARRIER TRANSITION TO EXISTING TYPE 2 PRECAST BARRIER DETAILS, SEE 5. SEE STRUCTURES PLANS FOR BARRIER WALL DETAILS.4. FOR CONCRETE BARRIER DETAILS, SEE STANDARD PLAN SHEET C-75.20-01.3. FOR BARRIER TERMINAL DETAILS, SEE STANDARD PLAN SHEET C-75.30-01.2. SEE ROADWAY SECTIONS PLANS FOR PAVEMENT SECTION.1. D BRINKMANN RAMP IMPROVEMENTS 3816A801 PV1 -- T LIVINGSTON J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST PAVING PLAN P?CCC??CC?? ?CC ??UU ??TRANSITTRANSITDESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_MK_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:39 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTIONONLYTRANSITONLYTRANSIT1515++N 30TH ST11’ 11’ 34’ 4’ I-405 11’ 14’ 12’16’ 11’ 12’28’4’ 2’4’ 30-N405 LINE R- LEGEND EXISTING NEW RIGHT OF WAY SIGN & POST EDGE OF PAVEMENT RETAINING WALL FLEXIBLE GUIDE POST SIGN REMOVAL NOTE SIGN NOTE BARRIER DELINEATOR OVERHEAD SIGN SIDEWALK CURB NOTES D BRINKMANN RAMP IMPROVEMENTS XX16A801 MK1 -- STATION 30-N405 12+97.09 (RT) 30-N405 13+37.09 (RT) 30-N405 13+77.09 (RT) 30-N405 14+17.09 (RT) 30-N405 14+57.09 (RT) 30-N405 14+97.09 (RT) BEGIN END LINE STOP PLASTIC LF LF EAEA ALIGNMENT TOTAL 1275 30-N405 16+27.21 (22.92’ LT) 316 30-N405 11+30.50 (11.00’ RT)30-N405 16+00.43 (11.00’ RT)470 30-N405 10+49.63 (41.19’ RT)30-N405 11+30.50 (22.00’ RT) 30-N405 13+06.84 (22.00’ RT)30-N405 13+54.84 (34.00’ RT) 81 30-N405 11+30.50 (22.00’ RT)30-N405 13+06.84 (22.00’ RT)177 48 30-N405 14+04.84 (22.00’ RT)30-N405 16+00.43 (22.00’ RT)196 30-N405 13+54.84 (34.00’ RT)30-N405 26+18.30 (18.00’ RT)1264 30-N405 16+00.43 (22.00’ RT)22 LETTER TRAFFIC PLASTIC 2457 22 11 22 2 SYMBOL HOV LANE PLASTIC 11 1 1 LINE PLASTIC PROFILED LF 594 LINE WIDE LANE PLASTIC MARKING CROSSHATCH PLASTIC 1275 2923 316 STATION 30-N405 18+37.09 (RT) GUIDE POST FLEXIBLE DELINEATOR BARRIER 12 EACH ALIGNMENT TOTAL 30-N405 17+37.09 (RT) 30-N405 16+97.09 (RT) 30-N405 16+57.09 (RT) 30-N405 16+17.09 (RT) 30-N405 15+77.09 (RT) 30-N405 15+37.09 (RT) 30-N405 27+37.09 (RT) 10 EACH ALIGNMENT TOTAL HUND (TYPE 2) MARKER PAVEMENT RAISED 0.08 0.17 0.07 1 2 3 4 5 6 STATION MARKING DRAINAGE PLASTIC PAVEMENT MARKING QUANTITY TABULATION LF 30-N405 19+37.09 (RT) 30-N405 20+37.09 (RT) 30-N405 21+37.09 (RT) 30-N405 22+37.09 (RT) 30-N405 23+37.09 (RT) 30-N405 24+37.09 (RT) 30-N405 25+37.09 (RT) 30-N405 26+37.09 (RT) 30-N405 10+33.35 (0.00’ RT) 30-N405 16+27.21 (0.00’ RT) 30-N405 16+00.43 (0.00’ RT) 30-N405 16+27.21 (0.00’ RT) 30-N405 29+01.87 (0.00’ RT) 30-N405 29+01.87 (0.00’ LT) 30-N405 11+26.71 (29.00’ RT) 30-N405 12+27.45 (29.00’ RT) 30-N405 14+57.79 (28.00’ RT) 30-N405 15+58.54 (28.00’ RT) 3 EACH ALIGNMENT TOTAL 30-N405 13+00.00 (RT) 30-N405 14+20.00 (RT) 30-N405 15+70.00 (RT) R-1 W3-501 W3-501 R-3 W3-5014 R-5 6R3-1103R 1 1 2 W3-501 5 5 BEGIN 4:1 LANE TAPER 30-N405 13+06.84, 22.00’ RT 1 1 7 R3-1103R 2 R-8 R10-6R R10-6R 10 R-9 R10-1404 2 2 3 46 6 BEGIN 30:1 LANE TAPER 30-N405 17+18.30, 34.00’ RT R-13 14W4-2L W4-2R R3-1103R T LIVINGSTON J PRZYCHODZEN PAVEMENT MARKINGS AND SIGNING PLANMATCH LINE 30-N405 19+00 SEE SHEET MK2END 4:1 LANE TAPER 30-N405 13+54.84, 34.00’ RT 1 R10-140211 12 R10-1402 PLASTIC DRAINAGE MARKING LANE LINE EDGE LINE YELLOW LINE EXTENSION DOTTED LINE EXTENSION DOTTED 1 ONLY" "TRANSIT ONLY" "TRANSIT MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST REMOVAL AND INSTALLATION DETAILS. SEE SIGN SPECIFICATIONS FOR SIGN 6. ARM DETAILS. SEE ILLUMINATION PLANS FOR MAST 5. SERIES "M". MARKINGS, SEE STANDARD PLAN SHEET DRAINAGE MARKINGS, AND GORE AREA GUIDE POSTS, BARRIER DELINEATORS, FOR DETAILS AND PLACEMENT OF 4. OTHERWISE. SHALL BE WHITE UNLESS NOTED ALL LONGITUDINAL PAVEMENT MARKINGS 3. STANDARD PLAN SHEET SERIES "M". HOV LANE SYMBOL DETAILS, SEE FOR PLASTIC TRAFFIC LETTER AND 2. STANDARD PLAN SHEET SERIES "M". DETAILS AND PLACEMENT, SEE FOR RAISED PAVEMENT MARKER 1. 0.4 DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_MK_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:40 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 2520 24’28’ 24’ 30-N405 LINE 18’19’ I-405 30-N405 20+17.77, 24.00’ RT END 30:1 LANE TAPER 30-N405 26+18.30 MATCH EXISTING, 18.00’ RT END 50:1 LANE TAPER, 18.00’ RT 30-N405 29+01.87, 0.00’ RT MATCH EXISTING 30-N405 23+18.30, 24.00’ RT BEGIN 50:1 LANE TAPER MATCH LINE 30-N405 19+00 SEE SHEET MK11 2 3 2 D BRINKMANN RAMP IMPROVEMENTS 3816A801 MK2 -- T LIVINGSTON J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST PAVEMENT MARKING AND SIGNING PLAN DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_MK_003.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:41 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION?? C PU U ??C ? U ? ? ? ??U UU UU U UU ? ? ? C C C?U U 5 0 1019 15+ LAKE WASHINGTON BLVD NE N E 44 T H S T NE 4 3 RD P L JONES AVE NE I-405 R-31 R10-6L R10-1404R-33 R-19 R-21 W3-501 W3-501 R5-1002 R5-100242 34 R10-1402 R10-140235 20 22 32 R10-6L R-36 W4-2R 37 W4-2L MATCH EXISTING END EDGE LINE (YELLOW) END 25:1 TAPER 44-N405 16+16.00, 8.00’ LT BEGIN 25:1 TAPER 44-N405 15+16.00, 12.00’ LT END 11:1 LANE TAPER 44-N405 14+44.00, 12.00’ LT BEGIN 11:1 LANE TAPER 44-N405 14+00.00, 8.00’ LT R-15 R-17 W3-501 W3-501 E12-201 E12-201 16 18 R-23 24 R1-1 R1-1 30R5-1 R5-1 R-29 R-25 26 28 R-27 R1-1 R1-1 R1-4 R1-4 1 R- LEGEND EXISTING NEW RIGHT OF WAY SIGN & POST EDGE OF PAVEMENT RETAINING WALL FLEXIBLE GUIDE POST DRAINAGE MARKING SIGN REMOVAL NOTE SIGN NOTE BARRIER DELINEATOR OVERHEAD SIGN SIDEWALK CURB BEGIN END LINE STOP PLASTIC LF LF ALIGNMENT TOTAL 1126 24 LINE PLASTIC PROFILED LF 583 LINE WIDE LANE PLASTIC STATION 44-N405 14+09.57 (LT) GUIDE POST FLEXIBLE HUND (TYPE 2) MARKER PAVEMENT RAISED 1 2 4 PAVEMENT MARKING QUANTITY TABULATION 44-N405 14+42.07 (LT) 44-N405 14+74.57 (LT) 44-N405 15+07.07 (LT) 44-N405 15+39.57 (LT) 44-N405 15+72.07 (LT) 44-N405 16+04.57 (LT) 44-N405 10+56.66 (8.00’ LT)44-N405 16+16.00 (8.00’ LT) 44-N405 10+46.94 (29.81’ RT)44-N405 16+16.00 (12.00’ RT) 44-N405 14+42.12 (0.00’ RT)44-N405 14+70.00 (0.00’ RT) 543 28 44-N405 14+70.00 (12.00’ LT)44-N405 14+70.00 (12.00’ RT)24 28 7 EACH ALIGNMENT TOTAL NOTES 1 D BRINKMANN RAMP IMPROVEMENTS XX16A801 MK3 -- SERIES "M". FOR GUIDE POST PLACEMENT SEE STANDARD PLAN SHEET 4. SERIES "M". FOR GUIDE POST DETAILS, SEE STANDARD PLAN SHEET 3. UNLESS NOTED OTHERWISE. ALL LONGITUDINAL PAVEMENT MARKINGS SHALL BE WHITE 2. SEE STANDARD SHEET SERIES "M". FOR RAISED PAVEMENT MARKER DETAILS AND PLACEMENT, 1. PAVEMENT MARKINGS AND SIGNING PLAN T LIVINGSTON J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST 0.1 0.1 X YH1 H2 H3 H4 V W248" 48" III or IV448" 48" III or IV654" 72" III or IV STEEL 2.5" SQ. 9'-8" 7' 12'754" 72" III or IV STEEL 2.5" SQ. 15'-5" 7' 8'1024" 36" III or IV1148" 18" III or IV1248" 18" III or IV1448" 48" III or IV1648" 48" III or IV1836" 24" II2048" 48" III or IV2218" 18" III or IV2436" 36" III or IV STEEL 2" SQ. 12'-5" 7' 11'-8"2636" 36" III or IV STEEL 2" SQ. 12'-5" 7' 43'2818" 6" III or IV6'-3"3048" 48" III or IV STEEL 2" SQ. 13'-5" 7' 42'3224" 36" III or IV3448" 18" III or IV3548" 18" III or IV3748" 48" III or IV STEEL 2.5" SQ. 13'-5" 7' 14'1. INSTALL SIGN ON RAMP METER POLE PER ITS PLANS.2. INSTALL SIGN ON MAST ARM PER ITS PLANS AND STANDARD PLAN SHEET G-30.10-04.1. ALL 2-1/2" SQ. POSTS SHALL BE 12 GAUGE PERFORATED SQUARE STEEL TUBE (PSST) WITH A 2-1/4" INSERT. SEE STANDARD PLAN G-24.40-05.2. POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION.3. FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.4. ALL NEW SIGNS SHALL BE BRACED IN ACCORDANCE WITH STANDARD PLAN G-50.10-02.5. FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G".SEE SS1 FOR GENERAL NOTES, ABBREVIATIONS LEGEND AND PERFORATED SQUARE STEEL TUBE SIGN POST (PSST) FOUNDATION INFORMATION.REGION NO.STATESHEETOFDATEBYSHEETST LIVINGSTON16A801ENTERED BYCHECKED BYL ENGSIGN CODESTA. LOC. (or MP)REGION ADM.DESIGNED BYSEE CN2INSTALL BELOW SIGN 26 ON SAME POSTSTANDARDCONTRACT NO.WASHSTANDARDSTANDARDJOB NUMBERD BRINKMANNCONSTRUCTION NOTES (CN):R FENTONFED. AID PROJ. NO.SIGN SPECIFICATIONSPROJ. ENGR.SIGN NO.SHEETING TYPEINSTALL ON EXISTING FIXED BASE LIGHT STANDARDINSTALL ON EXISTING FIXED BASE LIGHT STANDARDSS 2INSTALL ON EXISTING FIXED BASE LIGHT STANDARDSEE CN2W3-501W3-501R10-1402R3-1103RR3-1103RR10-6RR10-1402STANDARDSTANDARDSTANDARDPOST MATERIALPOST SIZECLEARANCEPOST LENGTHINSTALL SIGN 2' BEHIND RETAINING WALLSEE CN1SEE CN2REMARKSINSTALL ON EXISTING FIXED BASE LIGHT STANDARDINSTALL ON EXISTING FIXED BASE LIGHT STANDARDSTANDARDSTANDARD44-N405 15+13.75INSTALL ON EXISTING FIXED BASE LIGHT STANDARDSEE CN2INSTALL ON EXISTING LUMINAIRE POLESEE CN144-N405 16+02.00 (RT)60% SUBMITTAL - NOT FOR CONSTRUCTIONSTANDARDSTANDARD10I-405/NE 30TH ST & NE 44TH STRAMP IMPROVEMENTSMP 6.5 VIC. AND MP 7.5 VICSIGN SPECIFICATIONSW4-2LW3-501E12-201R10-140244-N405 14+75.00 (RT)44-N405 15+13.75GENERAL NOTES:STANDARDSTANDARDSTANDARDSTANDARDSTANDARDSTANDARD30-N405 11+06.00 (RT)30-N405 13+66.00 (RT)30-N405 10+32.00 (LT)30-N405 10+44.00 (LT)44-N405 10+65.00 (LT)30-N405 17+41.30 (RT)44-N405 10+64.00 (LT)44-N405 10+64.00 (LT)44-N405 10+72.00 (LT)44-N405 11+02.00 (RT)44-N405 11+02.00 (RT)44-N405 11+25.00 (RT)44-N405 11+25.00 (RT)STANDARDSTANDARDLETTER SIZE OR CODESTANDARDSTANDARDSIGN SIZESIGN DESCRIPTIONFREEWAY ENTRANCERAMP METERED AHEAD WHEN FLASHINGONE CAR PER GREEN THIS LANEPAVEMENT WIDTH TRANSITION LEFTPAVEMENT WIDTH TRANSITION LEFTRAMP METERED AHEAD WHEN FLASHINGRAMP METERED AHEAD WHEN FLASHINGRIGHT LANE BUSES AND 2 PERSON CARPOOLS ONLYRIGHT LANE BUSES AND 2 PERSON CARPOOLS ONLYSTOP HERE ON REDONE CAR PER GREEN THIS LANESTOP30-N405 16+03.00 (LT)30-N405 16+41.0130-N405 16+41.01REVISIONW3-501R5-1002R1-1R10-6LR1-1R1-4R5-1ONE CAR PER GREEN THIS LANEDO NOT ENTERALL WAYRAMP METERED AHEAD WHEN FLASHINGPEDESTRIANS HITCHHIKERS BICYCLES PROHIBITEDSTOPSTOP HERE ON REDW4-2LR10-1402ONE CAR PER GREEN THIS LANEJ PRZYCHODZEN X YR-148" 48"R-348" 48"R-554" 72" WOOD 6"x6" 1R-824" 12"R-924" 36"R-1348" 48"R-1548" 48"R-1736" 24"R-1948" 48"R-2118" 18"R-2336" 36" STEEL 2"X2" 1R-2536" 36" STEEL 2"X2" 1R-2718" 6"R-2948" 48" STEEL 2"X2" 1R-3124" 36"R-3324" 12"R-3648" 48" WOOD 6"X6" 1REGION NO.STATESHEETOFDATEBYSHEETSSIGN SPECIFICATIONS16A801WASHCONTRACT NO.JOB NUMBERT LIVINGSTOND BRINKMANNJ PRZYCHODZEN# OF POSTS30-N405 11+04.00 (RT)STA. LOC. (or MP)SIGN SIZE30-N405 10+32.00 (LT)REMOVE SIGN AND WOOD POST44-N405 10+62.00 (LT)44-N405 10+70.00 (LT)44-N405 12+93.32 (RT)44-N405 12+93.32 (RT)44-N405 16+00.00 (RT)SIGN CODE44-N405 11+00.00 (RT)44-N405 11+00.00 (RT)44-N405 11+23.00 (RT)30-N405 10+44.00 (LT)POST SIZE30-N405 13+64.00 (LT)SIGN DESCRIPTION30-N506 15+77.46 (LT)SIGN REMOVAL SPECIFICATIONSSIGN NO.POST MATERIALSS 1I-405/NE 30TH ST & NE 44TH STRAMP IMPROVEMENTSMP 6.5 VIC. AND MP 7.5 VICPAVEMENT WIDTH TRANSITION RIGHTSTOPR3-1103RR10-1404RIGHT LANE BUSES AND 2 PERSON CARPOOLS ONLYONE CAR PER GREENSTOP HERE ON REDPAVEMENT WIDTH TRANSITION RIGHTALL WAYRAMP METERED AHEAD WHEN FLASHINGSTOPR10-1404R10-6LDESIGNED BYCHECKED BYW3-501FREEWAY ENTRANCEPEDESTRIANS HITCHHIKERS BICYCLES PROHIBITEDRAMP METERED AHEAD WHEN FLASHINGW3-501RAMP METERED AHEAD WHEN FLASHINGONE CAR PER GREENREMOVE SIGN AND STEEL POSTR10-6RW4-2RE12-20130-N405 17+41.30 (RT)44-N405 11+23.00 (RT)REMARKSW3-501RAMP METERED AHEAD WHEN FLASHINGREMOVE SIGN AND STEEL POSTREMOVE SIGN AND WOOD POSTREMOVE SIGN AND RAMP METER POLEW4-2RDO NOT ENTERR5-1002R1-1R1-1R1-410REMOVE SIGN AND RAMP METER POLEENTERED BYFED. AID PROJ. NO.STOP HERE ON REDW3-501R5-1REVISIONL ENGR FENTONREGION ADM.PROJ. ENGR.CONSTRUCTION NOTES:60% SUBMITTAL - NOT FOR CONSTRUCTION44-N405 10+63.00 (LT)44-N405 10+62.00 (LT)REMOVE SIGN AND STEEL POST ?TRANSIT15 15+20.64 PC DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_ST_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE DATUM (NAVD) 88 T.24N. R.5E. W.M. brinkmd 12:51:43 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 2 31+00.00POB 3+10.64PC 3+88.99PT 3+49.82PI LEGEND EXISTING NEW RIGHT OF WAY EDGE OF PAVEMENT RETAINING WALL SIDEWALK CURB NOTES (SOLDIER PILE WALL) RETAINING WALL 1 BARRIER WALL) (SINGLE SLOPE CONC. RETAINING WALL 1 4020 SCALE IN FEET 0 CONCRETE BARRIER. SECTIONS FOR SINGLE SLOPE SEE PAVING PLAN AND ROADWAY 2. - STD4 RESPECTIVELY. DETAILS SEE DWG. ST2 AND DWGS. STD1 FOR RETAINING WALL 1 ELEVATION AND 1. SINGLE-SLOPE CONC. BARRIERCONC. BARRIER SINGLE-SLOPE I-405 WALL 1 WORKLINE CURVE DATA P.I. STATION DELTA RADIUS TANGENT LENGTH 3+49.82 1”30’56" RT 2962.00’39.18’78.36 RAMP IMPROVEMENTS 3816A801 ST1 -- T COSSETTE D FULLER STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEERTHOMAS J. COS SETTE 23727 (SEE NOTE 1) BEGIN SOLDIER PILE WALL WALL 1 WORKLINE STA 1+00.00 30-N405 STA 13+10.00, 38.00’ RT =(SEE NOTE 2) BEGIN SINGLE SLOPE CONC. BARRIER (SEE PAVING PLAN) END SINGLE SLOPE CONC. BARRIER WALL, WALL 1 WORKLINE STA 3+30.00 30-N405 STA 15+40.25, 38.00’ RT = (SEE NOTE 1) BEGIN SINGLE SLOPE CONC. BARRIER WALL END SOLDIER PILE WALL, WALL 1 WORKLINE STA 2+60.00 30-N405 STA 14+70.00, 38.00’ RT = E BRENDEN RETAINING WALL 1 - PLAN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST FOR SOLDIER PILE (TYP.) SHAFT-24" DIAMETER(TYP.)EMBEDMENT 10’-0" SEE DETAIL ON DWG. ST4 EXPANSION JOINT (TYP.), R=125’2’-0"3’-6"WALL WORK LINE TOP OF PAVEMENT AT TOP OF BARRIER TOP OF WALL SOLDIER PILE WALL, LENGTH = 160’-0"ELEV. 221.23WALL 1 STA 1+40.00ELEV. 222.40WALL 1 STA 1+00.00BEGIN WALL 1ELEV. 207.83WALL 1 STA 2+60.0020’-6"4 SPA. @ 28’-0" = 112’-0"ELEV. 201.67WALL 1 STA 3+30.00END WALL 1SPACING EXPANSION JOINT OF WALL BOTTOM OF WALL BOTTOM 6"3’-6"22 SPA. @ 7’-0" = 154’-0" 3’-0" 3’-0" 27’-6" AND BARRIER TOP OF WALL EXPANSION JOINT SPACING SOLDIER PILE SEE ROADWAY PLANS SLOPE CONC. ARRIER, DUAL FACE SINGLE AT BACK OF WALL EXISTING GROUND LINE WALL, LENGTH = 70’-0" SINGLE SLOPE CONCRETE BARRIER DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 12:51:43 PM N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_ST_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd Washington State Department of Transportation R FENTON L ENG 60% SUBMITTAL - NOT FOR CONSTRUCTION RAMP IMPROVEMENTS 3816A801 ST2 -- T COSSETTE D FULLER STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEERTHOMAS J. COS SETTE 23727 E BRENDEN 220 210 200 230 190 180 DATUM (NAVD) 88 3+603+002+001+000+70 WALL 1 - ELEVATION 220 210 200 230 190 180 REFLECTED DEVELOPED ELEVATION 1 23 MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_STR_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd 12:51:44 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION TYPICAL SECTION PLAN SOLDIER PILE WALL SOLDIER PILE LIFTING HOLE PAINTING THE PILE. IN THE SHOP PRIOR TO LIFTING HOLE TO BE DRILLED 1 DETAIL 1 LAGGING (TYP.) PIGMENTED SEALER LIMITS OF "MT. ST. HELENS" WALL WORK LINE TOP OF WALL 9" TOP OF SOLDIER PILE "SINE WAVE PATTERN" WALL FINISH CONCRETE FASCIA PANELS WITH BARRIER (STD. HEIGHT) SINGLE-SLOPECONCRETE LIMITS OF PAINT ON SOLDIER PILEEMBEDMENT "D" VARIESDWG. STD2. ON THIS SHEET SEE NOT SHOWN OR NOTED FOR WALL INFORMATION BOTTOM OF SOLDIER PILE OF PAVEMENT2’-0" BELOW TOP3" CLR.WHEN PLACED IN THE WET. IN THE DRY. USE PUMPABLE LEAN CONCRETE USE CONTROLLED DENSITY FILL WHEN PLACED STANDARD SPECIFICATION SECTION 6-16.3(6). FOR APPROVAL IN ACCORDANCE WITH THE CONTRACTOR AND SUBMITTED TO THE ENGINEER LAGGING SYSTEM SHALL BE DESIGNED BY THE BOTTOM OF SHAFT SOLDIER PILE (TYP.) HP12x53 FOR FULL BEARING. SHIM AS NECESSARY LENGTH 2" MIN. BEARING BETWEEN SOLDIER PILE FLANGES. DRAINAGE MAT (TYP.) CENTERED 4’-0" WIDE STRIP OF PREFABRICATED AT 1’-0" (TYP.) SHEAR STUDS AS APPROVED BY THE ENGINEER. WITH A FREE DRAINING MATERIAL BACKFILL VOIDS BEHIND LAGGING TO PLACE LAGGING. CHIP OUT SHAFT BACKFILL3"FOR SOLDIER PILE SHAFT-24" DIAMETER SEE DETAILS ON DWG. STD2 CEMENT CONCRETE GUTTER EXISTING SLOPE VARIES CONTROLLED DENSITY FILL ** 1’-0"1’-0"LAGGING OF SOLDIER PILE SHAFT REMAINING PORTION TO SOLDIER PILE (TYP.) 3" MIN. CLR. COVER SECTION HP12x53 TOP OF 3"AT WALL WORK LINE TOP OF PAVEMENT SEE DETAIL PATTERN" FINISH "SINE WAVE BARRIER TOP OF 9" TOP OF SHAFT SOLDIER PILE HP12x53 BOTTOM OF WALL CONCRETE FASCIA PANEL ")21(– " 2 11 LIFTING HOLE ‘ HP SECTION AND PIGMENTED SEALER WALL FINISH WITH "SINE WAVE PATTERN" 1’-6"2’-0"PANELFASCIABELOW - RAMP IMPROVEMENTS 3816A801 D FULLER STD1STATEOFWASHINGTON R EGISTEREDPROFES SIONAL ENGINEERTHOMAS J. COS SETTE 23727 T COSSETTE E BRENDEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST WALL DETAILS - SOLDIER PILE WALL DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_STR_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd 12:51:45 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION2"2"2" PARTIAL WALL ELEVATION ISOMETRIC VIEW SECTIONAL VIEW FACE OF WALL UNDERDRAIN PIPE 6" DIAM. 1’-0" MIN.MIN.3" MIN.6"2’-0" SEE DETAIL2 R = 8"4"2‰"1’-8" GUTTER 2% ** R = 4" (TYP.) 3 #4 1 #4 2 #4 9" ‰" CHAMFER (TYP.) SECTION A DETAIL 1 DETAIL 2 1 EXPANSION JOINT DETAIL ON WALL 1 ELEVATION, DWG. ST2. EXPANSION JOINTS SHALL BE LOCATED AS SHOWN NOTE: WEEP HOLE DRAIN DETAILS DISRUPT PREFABRICATED DRAINAGE MAT DRAIN GRATE INSTALLATION SHALL NOT TYPICAL FASCIA PANEL FORMWORK - STRONGBACK(S) AND TIES SPACED AS REQUIRED FOR FORMING. - SEE SECTION 6-16.3(2) FOR FASCIA PANEL FORMING REQUIREMENTS.2’-0"1’-3"2’-0"HP12x53 SOLDIER PILE (TYP.)DETAIL" THIS SHEET (TYP.) SEE "EXPANSION JOINT AT WALL WORK LINE TOP OF PAVEMENT (TYP.) SOLDIER PILE SHAFT-24" DIA. FOR SLOPE TO DRAIN SEE DETAIL LAGGING (TYP.) 2"CLR. GRAVEL BACKFILL FOR DRAIN (STD. HEIGHT) CONCRETE BARRIER SINGLE SLOPE STD1 THIS SHEET, SEE DWG. SHOWN OR NOTED ON FOR INFORMATION NOT AT WALL WORK LINE TOP OF PAVEMENT UNDERDRAIN PIPE 6" DIAM.FASCIA PANEL BOTTOM OF CONCRETE HALF OF THE PREFABRICATED DRAINAGE MAT. EXPANSION JOINT, BUT REMAIN WITHIN THE MIDDLE MAY BE ADJUSTED 6" TO 1’-0" AWAY FROM THE WEEP HOLES LOCATED AT AN EXPANSION JOINTDRAINAGE MAT PREFABRICATED SOLDIER PILE LAGGING STRONGBACK(S) (TYP.) FASCIA PANEL FORMWORK TIES (TYP.) WITH MIN. SPLICE OF 2’-0" WALL 1 ELEVATION, DWG. ST2 FOR PANEL WIDTH SEE 2" DRAINAGE MAT PREFABRICATED WITH DUCT TAPE SEAL CUT-IN JOINT DRAIN PIPE PVC CONNECTOR DRAIN GRATE PREFABRICATED TIMBER LAGGING DRAINAGE MAT PREFABRICATED DRAIN PIPE PVC CONNECTOR DRAIN GRATE PREFABRICATED FASCIA CONCRETE 2% ‰" SOLDIER PILE FLANGES LAGGING AND CENTERED BETWEEN DRAINAGE MAT FULL HEIGHT OF 4’-0" WIDE STRIP OF PREFABRICATED DETAILS" THIS SHEET SEE "WEEP HOLE DRAIN BOTTOM OF WALL DRAIN PIPE ‰" PREMOLDED JOINT FILLER GUTTER CONCRETE CEMENT HELENS" PIGMENTED SEALER FINISH WITH "MT. ST. "SINE WAVE PATTERN" OF TOP OF WALL ON DWG. ST2 FOR PROFILE SEE WALL 1 ELEVATION 1 -#4 & 3 -#4 SPA. @ 1’-6" MAX. @ 1’-0" MAX. 2 -#4 SPA. FOR UNDERGROUND DRAIN CONSTRUCTION GEOTEXTILE CENTERED BETWEEN PILES ** ‘ EXPANSION JOINT AT BACK OF WALL EXISTING GROUND LINE - RAMP IMPROVEMENTS 3816A801 D FULLER STD2STATEOFWASHINGTON R EGISTEREDPROFES SIONAL ENGINEERTHOMAS J. COS SETTE 23727 T COSSETTE E BRENDEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST WALL DETAILS - SOLDIER PILE WALL DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_STR_003.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd 12:51:46 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION DUMMY JOINT "43 "21 "43 "43NOTES SECTION A 2’-0"(TYP.)6" 4’-0"LAP (TYP.)2’-0"(TYP .)2" CLR . 3" CLR. CLR. " 211 4 21 8" (TYP.) " CHAMFER 43 5 EQUAL SPACES(TYP.) #4 #4 (TYP.) 1’-0" 1 21 8"3’-6"1’-0" TYPICAL SECTION 4 21 1’-0"4’-0"6"MAX. 1 WALL WORK LINE TOP OF PAVEMENT THE BOTTOM OF BARRIER FOR DRAINS SHALL BE BELOW TOP OF GRAVEL BACKFILL DIAM., SEE NOTE 3. UNDERDRAIN PIPE 6" WALL, SEE DETAILS THIS SHEET. CIP SINGLE SLOPE CONC. BARRIER 4 FOR WALLS GRAVEL BACKFILL PLAN ELEVATIONSTAGGER SPLICES 2’-0" MIN. LAP SPLICE SIDE EQUAL SPA 6-#4 BARS EACH EXPANSION JOINT DUMMY JOINT (TYP.) DUMMY JOINT (TYP.) (TYP.) EXPANSION JOINT JOINT FILLER AT " PREMOLDED 434’-0"2’-0"8"EXPANSION JOINT (TYP.) 6" EXPANSION JOINT (TYP.) 3" #4 @ 1’-6" MAX. SPA. 36’-0" MINIMUM TO 96’-0" MAXIMUM BETWEEN EXPANSION JOINTS 36’-0" MINIMUM TO 96’-0" MAXIMUM BETWEEN EXPANSION JOINTS 12’-0" MAX.12’-0" MAX. * 12’-0" MAX. (TYP.)(MIN.)6" #4 (TYP.) #4 (TYP.) AND NOTE BELOW GUTTER, SEE DWG STD2 CEMENT CONC. AND DETAILS. SEE DRAWING STD4 FOR PRECAST ALTERNATIVE PLAN, ELEVATION 4. STANDARD SPEC. 9-33.2(1) TABLES 1 AND 2, OVERLAP ON TOP. MODERATE SURVIVABILITY AND CLASS C FILTRATION PER WSDOT WITH CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE. DRAINS PER WSDOT STANDARD SPEC. 9-03.12(4) WRAP ALL AROUND STANDARD SPEC. 9-05.2(6) OR 9-05.2(7) WITH GRAVEL BACKFILL FOR 3. WITHIN 4’-0" OF END AS SHOWN IN DRAWING STD4. SLOPE BARRIER, PROVIDE A SLOT, REBAR GRID AND REINFORCEMENT WHEN CONNECTING BETWEEN CAST-IN-PLACE AND PRECAST SINGLE 2. DIMENSIONS AS REQUIRED. " AND ADJUST THE STEEL 2 1OUTSIDE SURFACES OF THE BARRIER TO 2 IS USED, INCREASE REINFORCING STEEL CLEARANCES TO THE STATIONARY FORM CONSTRUCTION. WHEN SLIP-FORM CONSTRUCTION REINFORCING STEEL DIMENSIONS AND CLEARANCES ARE SHOWN FOR 1. FLOW LINE ELEVATIONS SEE DRAINAGE PLANS FOR GUTTER NOTE: SINGLE SLOPE CONC. BARRIER WALL AT BACK OF WALL EXISTING GROUND LINE - RAMP IMPROVEMENTS 3816A801 D FULLER STD3STATEOFWASHINGTON R EGISTEREDPROFES SIONAL ENGINEERTHOMAS J. COS SETTE 23727 T COSSETTE E BRENDEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST WALL DETAILS - SINGLE SLOPE CONC. BARRIER DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_STR_004.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd 12:51:47 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION SECTION A 2’-0"(TYP.)6" 4’-0"(TYP.) " CLR .4 31 " CLR. 212 CLR. " 431 4 21 8" (TYP.) " CHAMFER 43 5 EQUAL SPACES(TYP.) #4 #4 (TYP.) PLAN ELEVATION SIDE EQUAL SPA 6-#4 BARS EACH 2" (TYP.) " BLOCKOUT2110 1’-8" LAP SECTION B 2’-0"(TYP.)6" 4’-0"(TYP.) " CLR .4 31 " CLR. 212 CLR. " 431 4 21 8" (TYP.) " CHAMFER 43 5 EQUAL SPACES(TYP.) #4 #4 (TYP.) 1’-8" LAP 20’-0" BARRIER SECTION (TYP.)"212 2’-0"8"(TYP.)"212 3" BLOCKOUT (TYP.)4" 3 SPA. @ 4" = 1"-0" 20’-0" BARRIER SECTION 4 SPA. @ 6" = 2"-0" 8" 12 SPA. @ 1’-0" = 12"-0" 2" 4" 3 SPA. @ 4" = 1"-0" 4 SPA. @ 6" = 2"-0" 8" (TYP.) BLOCKOUT 2’-0"6"EACH END #6 X TYP. 3’-3"4’-0"BLOCKOUT 10"4"4" #8 HORIZ. (TYP.) #6 VERT. (TYP.) BARRIER CONNECTION DETAILBA8"1"1"8"#4 (TYP.) SINGLE SLOPE CONC. BARRIER WALL PRECAST ALTERNATIVE - RAMP IMPROVEMENTS 3816A801 D FULLER STD4STATEOFWASHINGTON R EGISTEREDPROFES SIONAL ENGINEERTHOMAS J. COS SETTE 23727 T COSSETTE E BRENDEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST WALL DETAILS - SINGLE SLOPE CONC. BARRIER WALL DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_IL_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE DATUM (NAVD) 88SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:49 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTIONPPCCP P CCCUP C C CCCUU TRANSITTRANSITONLYTRANSITONLYTRANSIT1515 PB T N 30TH STMATCH LINE 38 LINE 19+00 SEE SHEET IL0230-N405 15+20.64 PC 30-N405 16+47.12 PI 30-N405 17+73.46 PT 30-N405 10+00.00 POB = E N 3 13400 401 16 128A 402 25 16 -D BRINKMANN RAMP IMPROVEMENTS 3816A801 IL1 ILLUMINATION PLAN A GOROVAYA CONSTRUCTION NOTES 13 CONDUCTORS EXISTING NEW CIRCUIT COMMENTS WIRING SCHEDULE SERVICE NO. CONDUIT SIZENO. 400 2 LIGHTING 401 1"-3 - #8 2 LIGHTING LUMINAIRE SCHEDULE COMMENTSTYPE BASEH1ARM MASTTYPE - DISTRIBUTION - WATTAGEOFFSET LOCATION STATIONCIRCUITNUMBER LUMINAIRE EP FROM DIST TYPE ATION FOUND PATTERN BOLT 128A 2 III - SHORT - 315 LED 12’40’LIGHTING12’3-BOLTJ-1B30-N405 15+54.09 44.20’ RT SERVICE NO. 2233 402 -3 - #6 2 LIGHTING "4-11 "4-11 2 - #6 - J PRZYCHODZEN PER STANDARD PLAN J-1B. CONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD REMOVE ALL EXISTING WIRES AND ABANDON CONDUIT. SCHEDULE. CIRCUIT WIRES IN THE JUNCTION BOX. SEE WIRING SPLICE THE NEW WIRES TO THE APPROPRIATE EXISTING MAINTAIN EXISTING LIGHT STANDARD. 16 19 25 402 19 400 FIXED SUA 2233 480V EXISTING SERVICE EX. 128 MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST LAKE WASHINGTON BLVD NE N E 44 T H S T JONES AVE NE Curb Top DTM1RD_CG_CurbTop90 RD_CG_CurbTopBreakline Contour 44-N405 10+00.00 POB 44-N405 11+75.55 PC 44-N405 12+69.79 PI 44-N405 13+48.46 PCC 44-N405 16+46.87 PCC 44-N405 17+37.15 PCC 44-N405 16+92.83 PI 44-N405 18+04.45 PI 44-N405 18+69.56 PT 44-N405 19+32.07 POE 44-N405 48+13.02 PT 25 16 16 CONDUCTORS EXISTING NEW CIRCUIT COMMENTS WIRING SCHEDULE SERVICE NO. CONDUIT SIZENO. 300 2"-3 - #6 2 LIGHTING 301 1"-3 - #8 2 LIGHTING LUMINAIRE SCHEDULE COMMENTSTYPE BASEH1ARM MASTTYPE - DISTRIBUTION - WATTAGEOFFSET LOCATION STATIONCIRCUITNUMBER LUMINAIRE 163A 4 III - SHORT - 213 LED 12’40’ SERVICE NO. 874 **** 12’ EP FROM DIST TYPE ATION FOUND PATTERN BOLT -3-BOLT 163B 4 III - SHORT - 213 LED 12’40’LIGHTING12’3-BOLTJ-1B44-N405 14+16.75 20.26’ LT 44-N405 15+13.75 24.88’ LT CONSTRUCTION NOTES 18 1 D BRINKMANN RAMP IMPROVEMENTS 3816A801 IL3 ILLUMINATION PLAN -- I-405 301 300 301 300 302 STANDARD PER PLAN J-1b. CONSTRUCT FOUNDATION AND INSTALL LED LIGHT INSTALL CONDUIT INTO EXISTING JUNCTION BOX. WIRES IN THE JUNCTION BOX. SEE WIRING SCHEDULE. SPLICE THE NEW WIRES TO THE EXISTING CIRCUIT #2 INSTALL LED LUMINAIRE ON SIGNAL POLE. 25 302 4 -3 - #6 2 LIGHTING"4 -11 2 - #6 -SC&DI POWER A GOROVAYA J PRZYCHODZEN 18 1 163A 163B ON SIGNAL POLE SLIP FIXED MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST SUA 874 EXISTING SERVICE DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_IL_003.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE DATUM (NAVD) 88SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:51 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION U ???C? ???CPU ??U U U UU U UU ? ? ? C C C?5 0 45 1019 15T PB DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_ITS_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE DATUM (NAVD) 88SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:52 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION?CCC??CC??CC? ?UU ??TRANSITTRANSITONLYTRANSITONLYTRANSIT1515 PB T SPARE SPARE EX. 2" EX. 3"4-2C(SH) 1 2" 2" 2" 2" 2" 2" 2" 2.5" 2 3 4 5 SPARE SPARE EX. 3" EX. 2"6 2-5C, 7-2C(S) 11-2C(S)(R4) 1-5C(R)2-5C 7-2C(S) 2-5C 1-5C (R), 9-2C(S) (REMOVE 4-2C(S)) 2-5C 2-5C, 7-2C(S) 7 2-5C, 7-2C(S)2.5" 2" 2-2C(S) SPARE 2-5C, 5-2C(S)N 30TH STMATCH LINE 37 LINE 19+00 SEE SHEET ITS230-N405 16+47.12 PI 30-N405 17+73.46 PT 30-N405 10+00.00 POB = MNRA-1 MNRA-2 MN-Q-1 MN-Q-2 MN-HDS1 MSD-1 MSD-1 MN-P1 MN-P2 MNHP-1 6 4 5 30-N405 15+20.64 PC 4 MNHD-1 3 2 1 1 7 6 2 -D BRINKMANN C BARNETT RAMP IMPROVEMENTS 3716A801ITS PLAN # ITS Wiring Schedule Wire Note #Conduit Size Innerduct Conductors Remark Existing New I-405 7 7 3 ITS1 CONSTRUCTION NOTES 2 3 4 5 6 7 E 1303224.544 N 192101.252 CC648 ES-648-R 5 SPLICE NEW LOOP WIRES TO EXISTING 2C(S) WIRES. AMPLIFIER FOR EACH LOOP INSTALLED. CABINET. REMOVE OLD RAMP METER SIGNAL CABLES. INSTALL TERMINATE NEW RAMP METER SIGNAL CABLES AND LOOPS IN REMOVE JUNCTION BOX. REMOVE WIRING AND CONDUIT ELBOWS. HEADS. NEW RAMP METER IS OPERATIONAL. SALVAGE POLE AND SIGNAL REMOVE RAMP METER SIGNAL POLE AND FOUNDATION AFTER JUNCTION BOX WITH TYPE 2 JUNCTION BOX. ROUTE NEW CONDUIT INTO EXISTING JUNCTION BOX. REPLACE WALL WORK. METHOD. COORDINATE CONDUIT INSTALLATION WITH PAVING AND INSTALL CONDUIT USING DIRECTIONAL BORING OR JACKING J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_ITS_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE DATUM (NAVD) 88SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:53 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 23+18.30 PI 26+18.30 PI 29+01.87 POE 2520 MATCH LINE 37 LINE 19+00 SEE SHT ITS1I-405 -D BRINKMANN C BARNETT RAMP IMPROVEMENTS 3716A801ITS PLAN ITS2 J PRZYCHODZEN MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_ITS_003.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE DATUM (NAVD) 88SCALE IN FEET 0 50 100 T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:54 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION??C PU? ? ??U U U UUU UU???C C C?50 1019 15T PB EX. 3" 21 3"25 26 3" 2" 27 SPLICE NEW LOOPS TO EXISTING 2C(S) 2-5C, 4-2C(S) SPARE 2-5C, 4-2C(S) 2-5C, 4-2C(S) 20 2"1-2C(S) 22 23 2"1-2C(S), 3-#10 2" 2" 24 SPARE 2-5C "4 11 3-#10 1-5CEX 1.5" 6-2C(S), 1-6TWP SPLICE NEW LOOPS TO EXISTING 2C(S) EX. 2" EX. 3" 7-2C(S), 1-6TWP 1-5C, 2-#8 3#10, 5-2C(S), 2-5C SIGNAL HEAD AND ADVANCE WARNING SIGN EX 2" LAKE WASHINGTON BLVD NE NE 44 T H S T JONES AVE NE 44-N405 16+46.87 PCC 44-N405 17+37.15 PCC 44-N405 16+92.83 PI 44-N405 18+04.45 PI 44-N405 19+32.07 POE 44-N405 18+69.56 PT 44-N405 11+75.55 PC 44-N405 12+69.79 PI 44-N405 13+48.46 PCC 44-N405 10+00.00 POB MN-Q-1 MN-Q-2 MNRA-1 MS D-1MS D-2 2 12 25 26 27 11 22 10 20 ITS Wiring Schedule Conduit Size Innerduct Conductors Remark Existing New Wire Note # # 44-N405 48+13.02 PT I-405 44-N405 11+75.55 PC 44-N405 52+70.44 PC 23 24 CONSTRUCTION NOTES 10 -D BRINKMANN C BARNETT RAMP IMPROVEMENTS 3716A801ITS PLAN ITS3MS-P2MS-P1SPLICE NEW LOOPS TO EXISTING 2C(S) IN JUNCTION BOX. INSTALL CONDUIT USING DIRECTIONAL BORING METHOD. INSTALL ONE NEW LOOP AMPLIFIER FOR EACH LOOP INSTALLED. RAMP METER WIRES, LOOPS AND BLANK-OUT SIGN WIRING. REMOVE OLD RAMP METER TERMINATIONS AND TERMINATE NEW MOUNT) PER MANUFACTURERS RECOMMENDATIONS. INSTALL BLANK OUT SIGN ON TYPE 1 SIGNAL STANDARD (TOP 11 12 13 J PRZYCHODZEN 21 13 3 MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST T PB FTC CV DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_DE_ITS_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:55 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION LEGENDGENERAL NOTES: T CV PB EXISTING NEW TRANSFORMER CABINET ELECTRICAL SERVICE CABINET SIGNAL CABINET) (RAMP METER, DATA STATION, OR CONTROLLER CABINET VEHICLE DETECTOR TYPE WR INDUCTION LOOP VEHICLE DETECTOR TYPE R1 / R2 ROUND INDUCTION LOOP TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX ITS PULL BOX CCTV CAMERA ITS CABLE VAULT NEMA JUNCTION BOX TYPE 8 JUNCTION BOX TYPE 5 HEAVY DUTY JUNCTION BOX VEHICLE DETECTOR TYPE 2 INDUCTION LOOP VEHICLE DETECTOR 6’X15’ TYPE 1 INDUCTION LOOP RAMP METER SIGNAL ROAD / WEATHER INFORMATION CABINET TA 25-TA SPLICE VAULT FIBER OPTIC TERMINAL CABINET TL TYPE 4 HEAVY DUTY JUNCTION BOX CONDUIT AND WIRINGRSELECTRONIC TOLL CABINET (TL) TOLL RATE SIGN (RS) ABBREVIATIONS: TYPE 6 HEAVY DUTY JUNCTION BOX OPTICAL CABLE ENTRANCE FACILITYOCEF NOT TO SCALENTS MULTI-MODE FIBER OPTICMMFO HIGHWAY ADVISORY RADIOHAR GALVANIZED RIGID STEELGRS EXISTINGEX CLOSED CIRCUIT TELEVISIONCCTV COMMUNICATIONCOMM CAMERA CONTROL CABLECCC 8. 7. 6. 5. 4. 3. 2. 1. ADVANCED WARNING SIGN TYPE 2 RAMP METER SIGNAL SINGLE-MODE FIBER OPTICSMFO SHIELDEDSH PAIRPR OUTSIDE PLANTOSP -D BRINKMANN RAMP IMPROVEMENTS ITS DETAILS 3816A801 J PRZYCHODZEN ITD1 BE FLUSH WITH FINAL GRADE/SURFACE. INSTALLED WITHIN PEDESTRIAN PATHS SHALL HAVE A NON-SKID SURFACE AND ALL LIDS FOR NEW JUNCTION BOXES, PULL BOXES, AND CABLE VAULTS JUNCTION BOXES AS REQUIRED. REMOVE ALL ABANDONED EXISTING LOOP STUBOUTS UPSWEEPS AT ADJACENT COORDINATE TEMPORARY SHUTDOWN OF ITS DEVICES WITH WSDOT. BEEN RE-ESTABLISHED OR A REPLACEMENT SYSTEM IS CONSTRUCTED. INDICATED ONLY AFTER A NEW COMMUNICATION OR POWER CONNECTION HAS EXISTING JUNCTION BOXES AND CONDUIT SYSTEM SHALL BE REMOVED WHERE POSTS. NEW CONDUITS SHALL MAINTAIN A 3 FT MINIMUM CLEARANCE FROM GUARDRAIL NORTHWEST REGION SIGNAL AND ITS MAINTENANCE SUPERINTENDENT. VMS, AND ASSOCIATED EQUIPMENT SHALL BE SALVAGED TO WSDOT ALL REMOVED OR REPLACED ITS ITEMS INCLUDING CABINETS, POLES, CAMERAS, TRENCHED FIBER CONDUITS, INSTALL LOCATE WIRE PER SHEET ITD5. SHALL INCLUDE 1-#8 (LOCATE) AND A PULL STRING IN EACH CONDUIT. FOR PLAN J-60.05-00 FOR TYPICAL GROUNDING DETAILS. BORED FIBER CONDUIT(S) GROUND WIRE SIZED TO THE LARGEST CIRCUIT (MINIMUM #8). SEE WSDOT STD EXISTING AND PROPOSED CONDUITS WITH NEW CONDUCTORS SHALL CONTAIN A REQUIRED. THE PROPOSED ITS SYSTEM SHALL BE ADJUSTED TO MATCH FINAL GRADE AS ALL EXISTING JUNCTION BOXES, PULL BOXES, AND CABLE VAULTS REUSED IN C. BARNETT MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_DE_ITS_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:56 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 1. INSTALL JUNCTION BOX AND LEAD-IN CONDUIT. 2. SAWCUT LOOP SLOTS AND LEAD-IN SLOTS. 3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING 4. INSTALL WIRE IN LOOP SLOT AS SHOWN. 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS 7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR 9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3(14)D. 10. SEAL ENDS OF CONDUIT WITH ELECTRICAL PUTTY OR SILICONE. 6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM 5’ MINIMUM SLACK. 1 2 3 SECTION C-CSECTION B-B3" MAX.SECTION A-A 2 1 W SAND CONDUIT SECTION D-D FULL DEPTH SAWCUT MATCH EXISTING PAVEMENT MATERIAL SEE NOTE 6 3" CRUSHED SURFACING TOP COURSE24" MIN.1"W = CONDUIT DIAMETER PLUS 2"3" MAX.3" MAX.SEE NOTE 6 WIDTH OF SAWCUT WIDTH OF SAWCUT WIDTH OF SAWCUT 55 EXISTING SHIELDED CABLE. 8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO NEW OR 12. CABLE IDENTIFICATION SLEEVES SHALL BE VERIFIED BEFORE THE LOOP LEAD AND SHIELDED CABLE SPLICE. SUCCESSIVE PAIR INSTALLED. WITH LOOP NUMBER AND "S" FOR START AND "F" FOR FINISH. 11. IMSA WIRE END SHALL BE SEALED PRIOR TO USE OF RUBBER TAPE IF REQUIRED IN PLANS SUPPLEMENTAL SPLICE D D AND NOTES DETAILS SEE SPLICE BOX JUNCTION DETAIL CONDUIT PLACEMENT TO LOOP, SEE LOOP LEAD-INPER ITS PLANS CONDUIT SIZED LANE APPLICABLE LOOPS WHERE TO ADDITIONAL ~B A A 6’ C C B CENTER OF A A C C JUNCTION BOX WINDING DETAIL SPLICES, SEE LOOP SHOULDER EDGE OF PAVED SPLICES DETAIL (TYP.) SEE LOOP SAWCUT A A 8’ D D LEAD-IN CONDUIT PLACEMENT DETAILS FOR CONDUIT LOCATION SEE LOOPBBBB 45 45 LOOP SAWCUT LEAD-IN TO ROUND SAWCUT ROUND LOOP 4 6 4 1/4" OR DUCT SEAL. SPLICES ARE MADE. DEPENDING ON THE DISTANCE BETWEEN THE LOOPS AND THE CONTROLLER. NUMBER OF TURNS SHALL BE AS SHOWN IN THE PLANS. OF THE LOOP WIRE TWICE THE DIAMETER 1/16" - 1/8" WIDER THAN OF LOOP WIRE THAN DIAMETER 1/32" - 1/16" WIDER OF THE LOOP WIRE TWICE THE DIAMETER 1/16" - 1/8" WIDER THAN2-5/8" MIN.2-5/8" MIN.2-5/8" MIN.FILL WITH COOL APPLICATION SEALANT. 6 APPLICABLE. NEW PAVEMENT IS INSTALLED) WHERE INSTALLED PRIOR TO FINAL LIFT IF WEARING COURSE (LOOPS SHALL BE5 1/4" CORNER CHISEL OUT.4 SAWCUT. NOTES) THREE PAIR MAXIMUM PER LEAD-IN WIRES: (SEE INSTALLATION3 LOOP WIRE - #14 AWG. 2 CONDUCTORS. SEE SPECIAL PROVISIONS. COOL APPLICATION SEALANT TO ENCAPSULATE1 LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH 13. THE NUMBER OF LOOP TURNS FOR R1 AND WR LOOPS VARY LOOP INSTALLATION NOTES TYPE R1 INDUCTION LOOP MODIFIED TYPE WR INDUCTION LOOP FOR LOOP LEAD-IN WIRES TYPICAL CONDUIT PLACEMENT DETAIL LOOP SAWCUT -D BRINKMANN RAMP IMPROVEMENTS ITS DETAILS 3816A801 J PRZYCHODZEN ITD2 C BARNETT MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_DE_ITS_003.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:57 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 6’ R1 6’6’ R2 3’ WR 6’ 6’ 6’ WR ALTERNATIVE VARIES CONDUIT 17’ ID LOCATOR TYP. TYPE R1 INDUCTION LOOPS SPEED DETECTION LAYOUT JB JB JB JB JBMINUS 2 FEETLANE WIDTHMINUS 2 FEETLANE WIDTHFOR LANES WIDER THAN 12 FEET LEAD-IN SAWCUTS CONDUIT FILL WITH EPOXY 6" MIN6" MINBELL END BUSHING LARGER THAN DRILL HOLE " SEAL CONDUIT WITH DUCT SEAL LEAD-IN SAWCUTS AND CONDUIT DETAIL RUBBER LOOP ID LOCATOR 3.5" SQUARE X 4" TALL GREY COLOR INTO ROAD SURFACE (TYP.) SCHED 40 PVC SECURED INTO ROAD SURFACE (TYP.) SCHED 40 PVC SECURED INTO ROAD SURFACE (TYP.) SCHED 40 PVC SECURED INTO ROAD SURFACE (TYP.) SCHED 40 PVC SECURED BOX JUNCTION TO BOX JUNCTION TO BOX JUNCTION TO BOX JUNCTION TO PLAN F-1 OR GUTTER- SEE STANDARD CEMENT CONCRETE CURBS 24" 24" 15" 6" 15" 24" 24" LOOP LEAD-IN CONDUIT PLACEMENT DETAILS SHOULDER EDGE OF PAVED PAVEMENT DEPTH VARIES. MINIMUM " INTO PAVEMENT. LEAD-IN CONDUIT SHALL EXTEND A PAVEMENT DEPTH VARIES. MINIMUM " INTO PAVEMENT. LEAD-IN CONDUIT SHALL EXTEND A PAVEMENT DEPTH VARIES. MINIMUM " INTO PAVEMENT. LEAD-IN CONDUIT SHALL EXTEND A PAVEMENT DEPTH VARIES. MINIMUM " INTO PAVEMENT. LEAD-IN CONDUIT SHALL EXTEND A SEE SPECIAL PROVISIONS FOR SPLICE REQUIREMENTS.4. JUNCTION BOXES SHALL BE SIZED AS SHOWN IN THE ITS PLAN SHEETS.3. SHALL BE INSTALLED ON THE TOP OF EACH STUB-OUT CONDUIT. IN THE PAVEMENT WITH HMA OVERLAY, LOOP "ID LOCATOR"2. CENTER INDUCTION LOOP VEHICLE DETECTOR BETWEEN LANE LINES.1. NOTES CONDUIT 17’ ID LOCATOR TYP. TYPE WR INDUCTION LOOPS SPEED DETECTION LAYOUT JB DETECTION LOOP TYP. TYPE WR ROUND INDUCTION DETECTION LOOP TYP. TYPE R1 ROUND INDUCTION -D BRINKMANN RAMP IMPROVEMENTS ITS DETAILS 3816A801 J PRZYCHODZEN ITD3 C BARNETT MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_DE_ITS_004.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:57 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION LOOP WINDING DETAILS TYPE R1 AND WR WINDING TABLE LOOP DISTANCE (FT) CONTROLLER TO TURNS LOOP WINDING DETAIL S1 F2 SPECIAL PROVISIONS LOOP WIRE, SEE F1 S2 SEE SPECIAL PROVISIONS FOR SPLICE MATERIAL. VINYL ELECTRIC TAPE CABLE JACKET 1"1" 2" MINIMUM AREA TO BE COVERED BY SPLICE TWO LAYERS OF VINYL ELECTRIC TAPE (TYPICAL) SOLDERED COMPRESSION CONNECTION (TYPICAL) * DRAIN WIRE (FOLD BACK AND TAPE) * GROUND DRAIN WIRE AT AMPLIFIER ONLY. CABLE JACKET S F TWO LAYERS OF VINYL ELECTRIC TAPE VINYL ELECTRIC TAPE 1"1"2" MINIMUM AREA TO BE COVERED BY SPLICE SPECIAL PROVISIONS LOOP WIRE, SEE SEE SPECIAL PROVISIONS FOR SPLICE MATERIAL. * GROUND DRAIN WIRE AT AMPLIFIER ONLY. * DRAIN WIRE (FOLD BACK AND TAPE) SOLDERED COMPRESSION CONNECTION SPLICE DETAILSPLICE DETAILS 9-29.3 2C(SH), SEE STD. SPEC. DETECTOR LEAD-IN CABLE 2C(SH), SEE STD. SPEC 9-29.3 DETECTOR LEAD-IN CABLE PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 18" ABOVE GROUND LINE. TO CONTROLLER JUNCTION BOX APPLICABLE LOOPS WHERE TO ADDITIONAL FS SPLICE FOR EXTRA REQUIRED TURN TYPE R1 AND WR SEE WINDING TABLE 2C(SH) FS S TO CONTROLLER JUNCTION BOX S F S F S SPLICE 2C(SH) F F SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE 601 + 6 40 - 400 5401 - 600 TYPE R1 AND TYPE WR INDUCTION LOOPS TYPE R1 AND TYPE WR INDUCTION LOOPS TYPE R2 AND MODIFIED TYPE WR INDUCTION LOOPS TYPE R2 AND MODIFIED TYPE WR INDUCTION LOOPS NOTES: SEE NOTE #6 ON SHEET ITD2 2 TWISTS/FOOT #14 TWISTED PAIR SHEET ITD2 SEE NOTE #6 ON 2 TWISTS/FOOT #14 TWISTED PAIR -D BRINKMANN RAMP IMPROVEMENTS ITS DETAILS 3816A801 J PRZYCHODZEN ITD4 C BARNETT MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_DE_ITS_005.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:58 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION CL OF TRENCH 24" MIN.12" MIN.12"MANUFACTURER’S SPECIFICATION SPACER, PER CONDUIT FINISHED GRADE 2" BEDDING OF SAND OR CDF6" MIN.NOT TO SCALE WARNING TAPE MIN. 2" MIN. 2" MIN. 2" MIN. 2" SPACER, PER CONDUIT MANUFACTURER’S SPECIFICATION GRANULAR MATERIAL BACK FILL WITH CLEAN CL OF TRENCH 24" MIN.12" MIN.12"FINISHED GRADE 6" MIN.CONDUIT WARNING TAPE MIN. 2" MIN. 2" GRANULAR MATERIAL BACK FILL WITH CLEAN 2" BEDDING OF SAND OR CDF CL OF TRENCH 6" MIN.24" MIN.12"12" MIN.NOT TO SCALE 12"6"6" 2" 6"MIN SAND PATCH PAVEMENTEXISTING CONDUIT WITH INNERDUCT WITH INNERDUCT DEPTH AND MATERIAL EXISTING PAVEMENT PATCH TO MATCH SAWCUT FULL DEPTH WIDTH TRENCH WARNING TAPE (ITS ONLY) SAWCUT FULL DEPTH INSTALL CONDUIT SPACER PER MANUFACTURER’S RECOMMENDATION.4. A PLAN FOR RESOLVING THE CONFLICT TO THE ENGINEER. IF A CONFLICT WITH DRAINAGE, OR OTHER UTILITIES ARISE, THE CONTRACTOR SHALL SUBMIT 3. WARNING TAPE SHALL BE PER SPECIAL PROVISIONS.2. UNLESS OTHERWISE SPECIFIED, LINEAR DIMENSIONS ARE BASED ON ROADWAY STATIONING.1. NOTES: FIBER OPTIC CONDUIT WITH INNERDUCT TRENCH DETAIL SHOULDER TRENCH DETAIL CDF OVER ITS CONDUIT ONLY. PAVEMENT WITH CDF. ADD RED TINT TO BACKFILL TO BOTTOM OF EXISTING CONDUIT(S) #14 THWN OR XHHW WIRE (ORANGE)#14 THWN OR XHHW WIRE (ORANGE) CONTROL DENSITY FILL. BACKFILL WITH RED TINTED CONTROL DENSITY FILL. BACKFILL WITH RED TINTED 24" MIN. #14 THWN OR XHHW WIRE (ORANGE) BACKFILL CDF EXISTING CSBC AND MATERIAL CSBC TO MATCH EXISTING DEPTH -D BRINKMANN RAMP IMPROVEMENTS ITS DETAILS 3816A801 J PRZYCHODZEN ITD5 C BARNETT MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_DE_ITS_006.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:58 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION B1 B2 B3 B4 OFFSET DISTANCES LC TO ATTACHMENT POINT) SIGNAL MAST ARM DATA WINDLOAD AREAS (FT) (X)(Y)2 TOTAL(FT)3 C E1 E2D F H I1 I2 REMARKS STD. STATION LT.RT.P.O.A. FIELD LOCATION G1 G2 3’ RD.3’ SQ.4’ RD. SR No. No. MILE POST SR TYPE A1 A2 LEGEND FIELD INSTALLED.2 0 270 180 90 BASE PLATE LOCATION STATION TYPICAL E1 SIGNAL ARM ATTACHMENT POINT POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO 0 POINT ALL HANDHOLES ROADWAY SIGNAL SYSTEM 1 NOTES 1 POLE ORIENTATION AND ATTACHMENT POINT DETAIL AT 180 82" CL.1"-2"FOUNDATION DETAIL 2" CL 2" CL1,000 1,500 2,500 FOUNDATION DEPTH TABLE R Y G TRAFFIC SIGNAL HEADS SIGNAL HEAD DISPLAY NOTES 8 ITS SIGNAL STANDARD DETAIL CHART MAXIMUM: 19’-0" ROADWAY VERTICAL CLEARANCE MINIMUM: 17’-5" SIGNAL STANDARD MAST ARM EE CL j 85b j 10 WITH BACKPLATES. ALL VEHICLE HEADS SHALL BE INSTALLED3. 12 INCH LENS. ALL TRAFFIC SIGNAL HEADS SHALL USE2. SHALL BE TYPE "M" MOUNTINGS. ALL TRAFFIC SIGNAL HEAD INSTALLATIONS1.Lin eOffset LC 600 ANGLE IS NOT 90. SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A THIS TABLE BASED ON A / VALUE OF 26. FOR DOUBLE MAST ARM STANDARDS WITH 90 (psf) BEARING PRESSURE ALLOWABLE LATERAL 900 4’ ROUND 3’ SQUARE 3’ ROUND 4’ ROUND 3’ SQUARE 3’ ROUND 4’ ROUND 3’ SQUARE 3’ ROUND TYPE II,III AND SD MAST ARM STANDARDS XYZ (CUBIC FEET) TYPE FOUNDATION 1,200 1,500 1,900 2,300 8’ 8’ 10’ 7’ 7’ 8’ 6’ 6’ 6’ 8’ 8’ 10’ 7’ 7’ 8’ 6’ 6’ 6’ 9’ 9’ 11’ 7’ 7’ 9’ 6’ 6’ 7’ 9’ 9’ 11’ 8’ 8’ 11’ 6’ 6’ 11’ 10’ 10’ 13’ 8’ 8’ 13’ 7’ 7’ 13’ 11’ 11’ 15’ 9’ 9’ 15’ 7’ 7’ 15’ 3/4" CHAMFER " DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1" MAX SURFACE PAVED 3’ SQ. OR RD., OR 4’ RD.FOUNDATION DEPTH#13 HOOPS, RD. OR SQ. 8 NO. 8 BARS CLASS 4000P UNPAVED SURFACE CONCRETE EQUALLY SPACED AT 1’-0" APPROX. CTRS. IN CHART. AT OFFSET DISTANCE INDICATED MOUNTING COUPLING INSTALLED OFFSET HEIGHT(FT) MOUNTING B1 B2 B3 B4 (FT) (Z) (POLE POLE ATTACHMENT POINT ANGLES (deg)(X) (Y) (Z)ARM(FT) LUMINAIRE DEPTHS(FT) FOUNDATION Handholej. Signb. Vehicle Displaya.A16’-0"a b a B1 B3 B2 B4 1 21 2 LIMITS OF VERTICAL CLEARANCE REQUIREMENTA2 TYPE III 1 2 3 35 32 24 21-X-19.5 40 32 29 22 19--X-III 16.5 -X-I 10 4 49.3 9.3 900* 4 49.3 9.3 900* 405 405 405 * X Y Z LARGER THEN ACTUAL TO ACCOMDATE FUTURE LOADS. 7.5 18.00 6.5 42.86 OT E SIWK COLC SEERGED TNEMHCATTA LACIPYT 0 MORF TNIOP 44-N405 15+43.75 44-N405 11+50.00 30-N405 16+41.01 24.88 II 13 10 10 -D BRINKMANN RAMP IMPROVEMENTS ITS DETAILS 3816A801 J PRZYCHODZEN ITD6 C BARNETT MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST 10’4’2’11’11’2’ WORK ZONEHOV/TRANSIT LANEGP LANESHLD HOV/TRANSIT LANEGP LANE 8’4’2’11’11’ EGRESS CONSTRUCTION (FOR DELIVERIES, HAUL, ETC) TYPICAL SINGLE RAMP LANE CLOSURES CONC. BARRIER TEMPORARY CONC. BARRIER TEMPORARY CONC. BARRIER EXISTING LANE GP/HOV/TRANSIT NTS NE 30TH - NB 405 RAMP TYPICAL DAYTIME WORK ZONE 30-N405 12+00.00 - 16+00.00 (APPROX.) NTS 30-N405 16+00.00 - 17+50.00 (APPROX.) NTS NE 30TH - NB 405 RAMP TYPICAL DAYTIME WORK ZONE 27’13’ WORK ZONE SIDEWALK CLOSED TRANSIT STOP DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_TC_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:51:59 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION D BRINKMANN RAMP IMPROVEMENTS 3816A801 TC1 -- TRAFFIC CONTROL J PRZYCHODZEN T LIVINGSTON MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST BURLI NGTONNORTHERN - S ANTA F EDESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_DU_001.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:52:01 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION 24" CLOSED RAMP 15" 24" NORTH W/R/BL/O M1-1(MOD) B/O M3-1(MOD) 6C B/O SPECIAL 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR 24" 24" W/R/BL/O M1-1(MOD) DETOUR 6C B/O SPECIAL 405 405XX X24" 24" W/R/BL/O M1-1(MOD) DETOUR 6C B/O SPECIAL 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR 24" 6C B/O SPECIAL DETOUR END D BRINKMANN RAMP IMPROVEMENTS 3816A801 DU1 J PRZYCHODZEN T LIVINGSTON 30" 15"NORTHB/O M3-1(MOD) 30" B/O M3-1(MOD)15"NORTH 30" B/O M3-1(MOD)NORTH 30" 15" B/O M3-1(MOD)NORTH 30" 15" 24" CLOSED RAMP 15" 24" NORTH W/R/BL/O M1-1(MOD) B/O M3-1(MOD) 6C B/O SPECIAL 30"LEGEND NOTES: LAKE N OTGNIHSAW BLVD SEEASTSIDE RAIL CORRIDOR SE60THST119TH AVE SENE44THSTLINCOLNAVESE 112TH AV SE NOTGNIHSAW EKAL L A KE W AS HI NGT ONBLVD N E 116TH AVE SEPCMS RAMP PCMS MESSAGE #1 PHASE 1 PHASE 2 1 WEEK PRIOR OF RAMP CLOSURE FIELD LOCATE AT RAMP TERMINAL 1.5 SEC 1.5 SEC CLOSED MM/DD MM/DD SCALE IN FEET 0 500 1000 DETOUR ROUTE PORTABLE CHANGEABLE MESSAGE SIGN CLASS B SIGN PCMSPEDESTRIAN ACCESSIBLE ROUTES. MAINTAIN ALL EXISTING CROSSWALKS. PROVIDE MINIMUM 7 FT VERTICAL CLEARANCE AND 4 FT CLEAR WIDTH FOR 4. DEVICES SHALL NOT ENCROACH INTO ADJACENT VEHICLE OR BICYCLE LANES.3. USED DURING HOURS OF DARKNESS. 3910 (PER RFP SECTION 2.22.4.8.8) REQUIRED ON TRAFFIC CONTROL DEVICES TYPE C STEADY BURNING LIGHTS OR 3M DIAMOND GRADE SHEETING SERIES 2. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED.1. DETOUR PLAN - NE 44TH RAMP - MP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. FILE NAME TIME DATE 3/1/2016 N:\Projects\405-RTB_30th-44thMeters\CAD\Sheet\16A801_PS_DU_002.dgn REVISION BY SHEET OF SHEETS P.E. STAMP BOX P.E. STAMP BOX LOCATION NO.CONTRACT NO. JOB NUMBER REGION NO. STATE FED.AID PROJ.NO. WASH10PLOTTED BY DATE T.24N. R.5E. W.M. brinkmd STATEOFWASHINGTO NR EGISTEREDPROFES SIONAL ENGINEER34442JOSEPHPRZYCHODZEN12:52:02 PM Washington State Department of Transportation L ENG R FENTON 60% SUBMITTAL - NOT FOR CONSTRUCTION BURLI NGTONNORTHERN121STPL SEM4-9 D BRINKMANN RAMP IMPROVEMENTS 3816A801 DU2 -- J PRZYCHODZEN T LIVINGSTON 900 405 405 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR 15"NORTHB/O M3-1(MOD) 30" 24" CLOSED RAMP 15" 24" NORTH W/R/BL/O M1-1(MOD) B/O M3-1(MOD) 6C B/O SPECIAL 30" 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR 15"NORTHB/O M3-1(MOD) 30" 24" CLOSED RAMP 15" 24" NORTH W/R/BL/O M1-1(MOD) B/O M3-1(MOD) 6C B/O SPECIAL 30" 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR B/O M3-1(MOD)NORTH 30" 15" 24" 24" W/R/BL/O M1-1(MOD) DETOUR 6C B/O SPECIAL B/O M3-1(MOD)15"NORTH 30" 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR 15"NORTHB/O M3-1(MOD) 30" 24" 6C B/O SPECIAL DETOUR END 30" 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR B/O M3-1(MOD)NORTH 30" 15" SCALE IN FEET 0 500 1000 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR 15"NORTHB/O M3-1(MOD) 30" 24" 24" 6C B/O SPECIAL W/R/BL/O M1-1(MOD) DETOUR 15"NORTHB/O M3-1(MOD) 30" 24" DETOUR 30" DETOUR PLAN - NE 30TH RAMP RAMP PCMS MESSAGE #1 PHASE 1 PHASE 2 1 WEEK PRIOR OF RAMP CLOSURE FIELD LOCATE AT RAMP TERMINAL 1.5 SEC 1.5 SEC CLOSED MM/DD MM/DD NOTES: SEE SHEET DU1 FOR ADDITIONAL DETOUR NOTES.1.PCMSMP 6.5 VIC AND MP 7.5 VIC I-405/NE 30TH ST & NE 44TH ST