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Home My WebLink AboutzR-3981SetI anmiGlobal Partner 10230 NE Points Drive Suite 400 Kirkland, Washington 98033 Phone: (425) 822-4446 FAX: (425) 827-9577 www.otak.com SCHEDULE OF DRAWINGS DRAWING SHEET NO. NO. TITLE 1.01 2 1.02 3 2.01-2.03 4-6 3.01-3.04 7-10 3.05 11 3.06-3.07 12-13 4.01 14 4.02 15 4.03-4.05 16-18 4.06-4.07 19-20 4.08 21 4.09 22 5.01-5.02 23-24 5.03 25 5.04 26 6.01-6.04 27-30 7.01-7.02 31-32 8.01-8.02 33-34 8.03-8.04 35-36 9.01-9.02 37-38 9.03-9.04 39-40 10.01 41 10.02 42 10.03 43 10.04 44 HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT COVER SHEET LEGEND & ABBREVIATIONS SURVEY CONTROL & HORIZONTAL ALIGNMENT PLAN TESC & DEMOLITION PLAN ROADWAY & DRAINAGE PLAN & PROFILE TYPICAL SECTIONS RAMP DETAILS BRIDGE LAYOUT - DECK OVERHANG RECONSTRUCTION DECK OVERHANG SECTIONS PEDESTRIAN BARRIER DETAILS BRIDGE RAILING TYPE BP DETAILS TRAFFIC BARRIER LUMINAIRE ANCHORAGE DETAILS MODIFIED SINGLE SLOPE BARRIER PLAN & DETAILS GABION WALL 1 PLAN & ELEVATION GABION WALL 2 PLAN & ELEVATION ROCK WALLS 1 & 2 PLAN & DETAILS SIGNALS & ILLUMINATION PLAN SIGNING, STRIPING & GUARDRAIL PLAN IRRIGATION PLAN IRRIGATION DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS N PL FEDERAL AID NO: CM- 1070(007) CAG-14-006 JANUARY 2014 CONFORMED SET Volume II of II 401 - CONSTRUCTION CHANNELIZATIO AN AND PEDESTRIAN ACCOMMODATION DETAIL TRAFFIC CONTROL PLAN - SHOULDER CLOSURE (WB) TRAFFIC CONTROL PLAN - ONE LANE CLOSURE (WB) TRAFFIC CONTROL PLAN - ONE LANE CLOSURE AT BRIDGE (WB) Approved for Construction itv or -he 41-411�zl ,ate PI LC City of Renton 1055 South Grady Way Renton, Washington 98057 General Bid Information: Builders Exchange of Washington, Inc (425) 258-1303 City Contact: Consultant Contact: Keith Woolley (425) 430-7318 Lori McFarland, P.E. (425) 822-4446 PROJECT VICINITY MAP NOT TO SCALE : _9 iiq pilq�qq� 11111� = ::' • • 0 J E v z 0 J 3 0 i 3 0 v, o� M 0 0 M U 0 a 0 L U EXISTING PROPOSED DESCRIPTION 0 CLEAN OUT -- -- --__ — ----- 18 TOPOGRAPHIC CONTOUR ---------- 2} - . ----. -- 20 TOPOGRAPHIC CONTOUR (INDEX) — — PROPERTY LINE —®------ RIGHT OF WAY LINE WSDOT LIMITED ACCESS R/W SURVEY MONUMENT A SURVEY CONTROL POINT DOUBLE CHECK VALVE �- -- — - w WATER LINE SS _ - _._ SANITARY SEWER LINE (<12") SCE _ .__ _ . STORM DRAIN LINE (SOLID) (<12") -- --- -- - --.. -- STORM OR SANITARY LINE (>12") STORM DRAIN CULVERT SWALE OR DITCH COM— TELECOMMUNICATIONS TELECOMMUNICATIONS LINE --- - G -- ---- GAS LINE - -- -- P - -- -- POWER LINE WIRE FENCE WOOD FENCE 0 CHAIN LINK FENCE OVERHEAD LINE 0 1 GUARDRAIL HANDHOLE s WATER METER FIRE HYDRANT WATER VALVE BLOW OFF ASSEMBLY x AIR RELIEF VALVE SANITARY MANHOLE i �i 0") STORM DRAIN MANHOLE j STORM DRAIN CATCH BASIN r. GAS VALVE POWER POLE PEDESTRIAN POLE --M--- GUY ANCHOR LIGHT POLE SIGNAL POLE EEI ELECTRICAL VAULT ELECTRICAL HANDHOLE ELECTRICAL TRANSFORMER COMMUNICATIONS VAULT TELEPHONE HANDHOLE -L SIGN DBDDB MAIL BOX(ES) EXISTING PROPOSED DESCRIPTION DECIDUOUS TREE EDGE OF VEGETATION CONIFER TREE SNAG SHRUB WETLAND .. GABION WALL ROCK WALL Mw wME�M • - ABBREVIATION NAME OR PHRASE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICE ACP ASPHALT CONCRETE PAVEMENT ALT ALTERNATE AP ANGLE POINT APPROX. APPROXIMATE APWA AMERICAN PUBLIC WORKS ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATB ASPHALT TREATED BASE BK BACK BNSF BURLINGTON NORTHERN SANTA FE BOW BOTTOM OF WALL BTM BOTTOM BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION CB CATCH BASIN CENTERLINE CED CEDAR CIP CAST IN PLACE CLR CLEARANCE CMP CORRUGATED METAL PIPE CO CLEANOUT CONC. CONCRETE CONST CONSTRUCTION CONT. CONTINUOUS C.O.R. CITY OF RENTON CPP CORRUGATED PLASTIC PIPE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DEC. DECIDUOUS DEG. DEGREE DI DUCTILE IRON DIA., DIAM. DIAMETER DIAPH DIAPHRAGM DWG DRAWING E EAST EA EACH E. F. EACH FACE ELEV., EL. ELEVATION EMBED EMBEDDED OR EMBEDMENT EOP EDGE OF PAVEMENT ESC EROSION SEDIMENTATION CONTROL ESMT EASEMENT EQ. EQUAL ABBREVIATION NAME OR PHRASE EQUIV EQUIVALENT EVCE END VERTICAL CURVE ELEVATION EVSE END VERTICAL CURVE STATION EXIST., EX. EXISTING EXP EXPANSION FL FLOW LINE (ELEVATION) FOC FACE OF CURB FG FINISHED GRADE FNC FENCE GALV GALVANIZED GB GRADE BREAK GRVL GRAVEL HMA HOT MIX ASPHALT HORZ. HORIZONTAL H.S. HIGH STRENGTH I.D. INSIDE DIAMETER IE INVERT ELEVATION JT JOINT L LENGTH LF LINEAR FEET LT LEFT LRFD LOAD RESISTANCE FACTOR DESIGN LVC LENGTH OF VERTICAL CURVE M MAPLE MAX MAXIMUM MH MANHOLE MFG MANUFACTURER MIN MINIMUM MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTH NEMA NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION NO. NUMBER O.C. ON CENTER O.D. OUTSIDE DIAMETER OHW ORDINARY HIGH WATER PAV'T PAVEMENT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PERF. PERFORATED PG PERFORMANCE GRADE PI POINT OF INTERSECTION It PLATE OR PROPERTY LINE PRC POINT OF REVERSE CURVE PROP PROPOSED PSF POUNDS PER SQUARE FOOT PSG PRESTRESSED GIRDER PT POINT OF TANGENCY OR POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION ABBREVIATION NAME OR PHRASE R RADIUS RD ROAD RDWY ROADWAY REINF. REINFORCING OR REINFORCEMENT REQ'D REQUIRED RPM RAISED PAVEMENT MARKER RGS RIGID GALVANIZED STEEL RT RIGHT R/W RIGHT—OF—WAY S SOUTH SD STORM DRAIN SHT SHEET SPA SPACE OR SPACING SPL SPLICE SS SANITARY SEWER SSD STOPPING SIGHT DISTANCE STA STATI O N STD STANDARD STRUCT STRUCTURAL TEMP TEMPORARY TESC TEMPORARY EROSION & SEDIMENT CONTROL TOC TOP OF CURB T.O.G. TOP OF GABION TOW TOP OF WALL TYP. TYPICAL VERT. VERTICAL W WEST W/ WITH WWF WELDED WIRE FACE W.S. WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEYED: JFS • , Me ,► DRAWING NO. 1.01 DRAWN BY: CMF $ `� " CITY OF RENTON HIGHLANDS TO LANDING `� ti, og w�, '`�,l .Jl PROJECT NO, 31796 DESIGN BY: TJP 0 x FED AID NO. CM-1070(007) Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: LBM HanmiGlobal Partner 10230 NE inSuite Drive 31237 APPROV FOR CONSTRUCTION LEGEND & ABBREVIATIONS DATE: June. 2013 PROJ MGR: LBM livkland, washing a 9= �C18TEg�' Phone: (425) 822-4446 Csti �> SHEET NO. 2 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 SjONAL BDATE: d nwwAak.com Y: STA 50+00 0 N 185507.23 E 1302212.71 N 0 E v z T 9 04 D s U ® gNSF R/W -----'-CITY R/W p 51+00 52+00 53+00 54+00 L - +-- /` �q'�� _ wP Cq 55+00 56+00 57+00 _+_____ - -t-____- _ i + i - --;- ■ 92 58+00 .59+00 sp C6 11 - '- - / qj Z Lu- O Q qY .� REVISION DESCRIPTION 4 t; } �4 �i CD-'1 4 y m f ' b i YC 0 U- i � 'd' U"�� 101 � 65+00 + 6gAr w� 62k®9 `% O WSDOT BY I APP.I DATE e; SURVEYED: JFS DRAWN BY: CMF DESIGN BY: TJP CHECK BY: LBM PROJ MGR: LBM HanmiGlobal Partner 10230 NE Points Drive Suite 400 bidand, Washington 93033 Phone: (425) 822-4446 FAX: (425) 627-9-577 SEC. 8, T.23N., R.H., CITY OF RENTON LEGEND 6 EXISTING MONUMENT A100 SURVEY CONTROL POINT HORIZONTAL ALIGNMENT NUMBER STATION LENGTH RADIUS BEARING DELTA L1 50+00.00 753.03' N43°47'59"E C1 57+53.03 330.41' 716.20' 26'25'59" L2 60+83.44 231.18' N70° 1358"E C2 63+14.62 648.46' 572.96' 64'50'45" L3 69+63.08 136.92' S44'55'17"E SURVEY CONTROL POINT # NORTHING EASTING ELEVATION DESCRIPTION 100 186156.90 1303796.90 126.76 PK NAIL W/ OTAK WASHER 101 186380.15 1303254.90 106.92 REBAR W/ OTAK CONTROL CAP 102 186213.18 1302690.92 32.51 PK NAIL W/ OTAK WASHER 103 186039.76 1302490.21 30.76 PK NAIL W/ OTAK WASHER 105 185846.38 1302606.01 45.63 PK NAIL W/ OTAK WASHER SURVEY MAPPING NOTES 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM NORTH ZONE (NAD 83/91) NOTE: PROJECT CONTROL WAS ESTABLISHED BY CONSTRAINING TO SPC COORDINATES AT CITY OF RENTON SURVEY CONTROL POINTS #'s 57, 71, 398, & 1847. 2. VERTICAL DATUM: N.A.V.D. 88 PROJECT BENCHMARK CITY OF RENTON POINT 2118 ELEV. = 24.091'. 3. HORIZONTAL CONTROL WAS ESTABLISHED BY A COMBINATION OF FIELD TRAVERSE AND RTK GPS WITH AN ACCURACY THAT MEETS OR EXCEEDS WAC 332-130-090. VERTICAL CONTROL WAS ESTABLISHED BY DIFFERENTIAL LEVELS. X,, 4. THE COORDINATES AND ELEVATIONS OF CONTROL POINTS SHALL BE VERIFIED BY THE CONTRACTOR'S SURVEYOR PRIOR TO BEGINNING CONSTRUCTION. DISTANCES, STATIONING & COORDINATES ASSOCIATED WITH THIS DRAWING ARE GRID. S �4 9 X 1; 100 END ALIGNMENT >oXo STA 71 +00 0.00' i� N 186075.65 E 1303922.33 50' 0' 50' 100' P� SCALE IN FEET c ®CITY OF • Public Works Department S647 APPR T)D FOR CONSTRUCTION NFL LAl�� /�/ Y11A /00 -__ DATE: mz///�z HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) SURVEY CONTROL & HORIZONTAL ALIGNMENT PLAN DRAWING NO. 1.02 PROJECT NO. 31796 FED AID NO. CM-1070(007) DATE: June.2013 SHEET NO. 3 OF 44 0 E 0 z 0 >1 9 0 0 -C 0 WSDOT 52+00 \1 Z vv R/W D N ------ com G otq BL14 LAKE G G G G 5 (Typ-�' . .... - T . . .......................... . . . . .............. --- - ------- - - X 4. w w- w 15 STA 54+72 TO 0 STA 63+55 77 41, 9 15 STA 54+87 TO 10 (fYP'.-) STA 60+75 3 '4 -- � _-_-_ r � ;_- - - - - - - 4r-, 77: > P -�- 4---4 7" 7 'j f-i 4-4 A 4-1- t 4-4-4 F, 121': '1 1-17-1 -1t:11- +4 r ....... ... 4- L L z^� 14 Lj X 10 CD M L��EGIN TA �5+02.12, /37.62'LT M 2 EX) �TA 53+91.86, 48. 0!75 1T 8 CURB - BEGIN 53+00 54+00 56+00 V, STA 56+24 TO STA /A ov i NE PARK DRIVE 5 5 7 — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — 9 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ICONSTRUCTION CENTERLINE. SEE DRAWING D 1.02 FOR DETAILS. r—nl SAWCUT AND REMOVE PAVEMENT PER TYPICAL SECTIONS ON DRAWING 3.05. Mf INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. INSTALL WATTLE PER WSDOT STD PLAN 1-30.30-00. INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. PROTECT EXISTING BRIDGE COLUMN. REMOVE EXISTING GUARDRAIL, LIMITS PER PLAN. REMOVE EXISTING FEATURE. r—L U� PROTECT EXISTING VEGETATION/FEATURE. 10 SEE SIGNAL AND ILLUMINATION PLANS FOR RELOCATION WORK. 11 REMOVE EXISTING ROCK WALL. r--- L 12 REMOVE GRAVEL. 13 REMOVE PORTION OF EXISTING STORM DRAIN, LIMITS PER PLAN. 14. REMOVE EXISTING WING OF CURB RAMP. r---L 15 REMOVE EXISTING PAVEMENT MARKING, SEE DRAWINGS 7.01-7.02 FOR FINAL CONFIGURATION. LEGEND STORM DRAIN INLET PROTECTION . . - CLEARING LIMITS HIGH VISIBILITY FENCE/CLEARING LIMITS WATTLE -X -X - HIGH VISIBILITY FENCE & WATTLE _x EMENT REMOVAL LIMITS RAVEL REMOVAL LIMITS GENERAL TESC/ DEMOLITION NOTES 1. TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 2. CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASIN PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROPOSED CATCH BASINS AND PROTECTION MEASURES NOT SHOWN ON TESC PLANS FOR CLARITY. PROTECT ALL EXISTING FEATURES AND 3. VEGETATION NOT CALLED TO BE REMOVED. SURVEYED: JFS 16 Me 4 DRAWING No. 2.01 DRAWN BY: CMF CITY OF RENTON HIGHLANDS TO LANDING DESIGN BY: TJP 0 Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1 070(007) PROJECT NO. 31796 a FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobal Partner 10230 NE Points Drive APPROVED. FOR CONSTRUCTION DATE: June. 2013 PROJ MGR: LBIVI Kirkla(i, Tu Suite hin&a 9M 400 1237 IST TESC & DEMOLITION PLAN Phone: (425) 822-4446 SHEET NO. 4 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 B DATE: — I I .otak.com Y/J; II � � I I; f I I I I I 0� 11 `STA 63+02.62, BEGIN STA 62+77Z74, 101.521T W ' ° ,' �-'" 'i 1-405 3 i SrND 7 ;STA 64+66.92, 48.77'LT i END Y 9 8 "Q 21 LF HANDRAIL f' O !LL.,,. SIGAL POLE q- ILL i is 31 l 1 1_ 1 ",��, �'` ..>--fj .: /-'"o�,..,.,..w �'"/�.,., �e ..�' .r-� .,.�--..- i '��' -` r�,,. �, : `',� f ' ' •��/ J' t '� ' �'- `"- - `` ....,.ter\ / ,' �,, 6 TYP. 8 CONCRETE C /ter ! ✓ • '�/�! s l✓ �` ! 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Q 'Al �., STA 63+9.33, 50 77 T 12LF" CONC. �TA fi3-k8.32, 36.25'LT BEGIN 1 TA 54+72 TO 'y STA 63+55 --- •x,..,, Y�i',: '+,`,, � , ,x \ �O rn � 1}, ° � t ty t y ( 5 (TYP.) CD C ® a: 10 0 it k 20' 0' 20' 40' SCALE IN FEET CONSTRUCTION NOTES EDCONSTRUCTION CENTERLINE. SEE DRAWING 1.02 FOR DETAILS. 2 SAWCUT AND REMOVE PAVEMENT PER TYPICAL SECTIONS ON DRAWING 3.05. INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. 4 INSTALL WATTLE PER WSDOT STD PLAN 1-30.30-00. 5 INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. 6 PROTECT EXISTING BRIDGE COLUMN. 7 REMOVE EXISTING GUARDRAIL, LIMITS PER PLAN. REMOVE EXISTING FEATURE. 9 PROTECT EXISTING VEGETATION/FEATURE. 10 SEE SIGNAL AND ILLUMINATION PLANS FOR RELOCATION WORK. 11 REMOVE EXISTING ROCK WALL. 12 REMOVE GRAVEL. 13 REMOVE PORTION OF EXISTING STORM DRAIN, LIMITS PER PLAN. 14 REMOVE EXISTING WING OF CURB RAMP. 15 REMOVE EXISTING PAVEMENT MARKING, SEE DRAWINGS 7.01-7.02 FOR FINAL CONFIGURATION. LEGEND 0 STORM DRAIN INLET PROTECTION • CLEARING LIMITS -/--�/— HIGH VISIBILITY FENCE/CLEARING LIMITS WATTLE X X �/ HIGH VISIBILITY FENCE & WATTLE -X PAVEMENT REMOVAL LIMITS GRAVEL REMOVAL LIMITS GENERAL TESC/ DEMOLITION NOTES 1. TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 2. CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASIN PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROPOSED CATCH BASINS AND PROTECTION MEASURES NOT SHOWN ON TESC PLANS FOR CLARITY. PROTECT ALL EXISTING FEATURES AND 3. VEGETATION NOT CALLED TO BE REMOVED. SURVEYED: JFS . , . �Fq� ` 2 - CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. .02 DRAWN BY: CMF ti, og �l ,� � �`� "LPROJECT NO. 31796 DESIGN BY: TJP a NV ` x FED AID NO. CM-1070(007) Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: LBM HanmiGlobaiPartner DATE: June. 2013 10230 NE Points Drive APPROVE FOR CONSTRUCTION PROJ MGR: LBM Suite n b SST TESC &DEMOLITION PLAN Phone: (425) 822-4446 Csti ` ` " //,, SHEET NO. 5 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 Sj� BY: DATE: T www.otak.com CONSTRUCTION NOTES 0 N E Q z T J 3 0 N i 3 i 0) PO f 0 0 r` PO U N O a f Y w 0 L E a rn i 0 N N 0 Q a -3 0 0 FT ( �/ �. � 3 � 8 00 oo w ACCESS 771 -� -•-A' •✓- —•"- j� ��'°�./' � / -`.' �" ..,w- .- --_ .r^--~``"� ��°'� _. , �r��, �--6_; 41-T : F � t M � 12 ..a ) 10 ? .. 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ID, INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. 4 INSTALL WATTLE PER WSDOT STD PLAN 1-30.30-00. 5 INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. 6 PROTECT EXISTING BRIDGE COLUMN. REMOVE EXISTING GUARDRAIL, LIMITS PER PLAN. REMOVE EXISTING FEATURE. PROTECT EXISTING VEGETATION/FEATURE. 10 SEE SIGNAL AND ILLUMINATION PLANS FOR RELOCATION WORK. 11 REMOVE EXISTING ROCK WALL. 12 REMOVE GRAVEL. 13 REMOVE PORTION OF EXISTING STORM DRAIN, LIMITS PER PLAN. 14 REMOVE EXISTING WING OF CURB RAMP. 15 REMOVE EXISTING PAVEMENT MARKING, SEE DRAWINGS 7.01-7.02 FOR FINAL CONFIGURATION. LEGEND 0 STORM DRAIN INLET PROTECTION • CLEARING LIMITS HIGH VISIBILITY FENCE/CLEARING LIMITS WATTLE X X HIGH VISIBILITY FENCE & WATTLE — x PAVEMENT REMOVAL LIMITS GRAVEL REMOVAL LIMITS GENERAL TESL/ DEMOLITION NOTES 1. TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 2. CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASIN PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROPOSED CATCH BASINS AND PROTECTION MEASURES NOT SHOWN ON TESC PLANS FOR CLARITY. PROTECT ALL EXISTING FEATURES AND 3. VEGETATION NOT CALLED TO BE REMOVED. SURVEYED: JFS T �T n ��T �T DRAWN BY: CMF • , cFq� �� CITY i OF �I ;l�ITOlV HIGHLANDS TO LANDING DRAWING NO. 2.03 S 01 ►j DESIGN BY: TJP O gy �� x Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070 007 IV UL PROJECT No. 31796 a �, � d P ( ) FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobal Partner 10230 NE Points Drive APPROV CONSTRUCTION DATE: June. 2013 1 37 3TESC &DEMOLITION PLAN PROJ MGR: LBM Firklud,iashugt0.on 13TE¢�'� Phone: (425) 822-4446 Csti SHEET NO. 6 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 j�TAL � BY: DATE: / f xww.otak.com F". R/W 52+00 — i — ".1 55 50 45 35 K411 25 51+50 52+00 INUMBERI REVISION DESCRIPTION 53+00 CITY R/W BLVD com:: G _G G E VV ASH 13 lyp':�) SEE DRAWINP 3.06 FOR r - - - - - - D-SIEWALK OUT AND -GRADING 0 - - ---------- G G R/w a 10 8 GABION WALL 1 Cf) 4_7 -41 CC T A w Ld U-1 �4+88.95,/ 45.00'LT ✓ Cj) 5 iiyp/� \�_l / (13J(TY)P.) tF w 539.7650. IT STA 5+02.1237.62 LT z 2 3 4 _j BEGIN, MATCH /EXISTING f )CB 3000 I (,-A",�JYPIE 1 VANED qRATE x\ 55+50.4, 37.911T 54+00 55+09 56�00 x5� SURVEYED: JFS DRAWN BY: CMF DESIGN BY: TJP CHECK BY: LBM PROJI MGR: LBM HanrniGlobal Partner 10230 NE Points Drive Suite 400 15rlda d, Tashmgton 9W Phone: (425 ) 822-4446 FFAX:(425) 827-9577 7- T , 11177 NE; fPARK \ DRIVE\ 55+00 M C CITY OF RENTON 0 Aw VA Public Works Department 3 APPROV_EQ FOR CONSTRUCTION IST BY: At DATE: 400/r .A 55 55 45 40 35 30 CONSTRUCTION NOTES Co CONSTRUCTION CENTERLINE. SEE DRAWING 1.02 FOR DETAILS. (ZO CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F- 10. 12-02. Q) RECONSTRUCT PAVEMENT PER TYPICAL SECTION, DRAWING 3.05. CONSTRUCT SIDEWALK PER TYPICAL SECTION, DRAWING 3.05 CONSTRUCT CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD PLAN F-40.15-01. SEE DRAWING 3.07 FOR LAYOUT. CONSTRUCT CUT THROUGH CURB RAMP PER DETAIL, DRAWING 3.07. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 PER WSDOT STD PLAN F-80.10-02. RETAINING WALL, SEE DRAWINGS 5.01 THROUGH 5.04 FOR DETAILS. ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISHED GRADE. ROTATE COVER/GRATE AS NECESSARY TO ACCOMMODATE IMPROVEMENTS. REPLACE EXISTING GRATE WITH SOLID LOCKING COVER. QCONSTRUCT CEMENT CONCRETE 0 PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02. ( INSTALL CHAIN LINK FENCE PER DETAIL 20 ON DRAWING 5.03. 13 PROTECT EXISTING UTILITY. 14 CONNECT TO EXISTING DRAINAGE SYSTEM. 15 INSTALL IRRIGATION SLEEVE, SEE IRRIGATION PLANS FOR DETAILS. LEGEND 17711.77MM-11 PAVEMENT 4' SIDEWALK 4 STRUCTURAL EARTH WALL 4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE GENERAL NOTES 1. ALL DIMENSIONS AND STATION OFFSET REFERENCES ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 20' of 20' 40' HORZ PE%j�� Omni SCALE IN FEET 51 09 5' 10' VERT I SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 3.01 PEDESTRIAN CONNECTION PROJECT CM-1 070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) ROADWAY & DRAINAGE PLAN & PROFILE DATE: June. 2013 SHEET NO. 7 OF, 44 56+00 25 56+50 N O Ni ui E a Z a 0 a J 3 v O / 3 0 / 0) M / O O M U N 0 a Y w C 0 t U E Q. 0 N co i d- 0 N cV 0 a v 0 a STA 57+43.20, 39.881T 12 AP 4 STA 57+30.20, 42.61'LT STA 57+44.64, 39.00'LT PT AP W A 57+18.97, 45.93'LT R=150.00' � STA 56+98.10, 47.03'LT - _ ,�.-�....- o-- -- - - " — - -- {ff,fff Hof{fff�I__— _—--��.___._, { I { { { { f _STK 60+�'Sp:B ; �9 LT... .t.— .a R= \ ` 13 TYP.) q T,q 6(�+5,41 42.0�1 LT ' `` `� '`4 STA �8+99.93, %,34.40 LT hCC -�, 4 s i ` 5. SEE DR"AIG 4.01 FOES t ; '00 OI DG E Rf�CO NST�I� CTI0,L �°� � � � `� `� �f � fA �9+74.97-.33.00'LT � � ' � n 4 � 5.7'f CO'f'16(� V of STA 57*53.03 39�:Q0'� -770�yR=1835 2? R48 •... .. 4 —' 2 3 4 S A 57 z,24, 38.8�'LT 44 � dig e R=4.0`Q, t, ' t VA CA 57+40.� „ 33.81'\ P'\ l r.NSTA\57+44.54,\32.8 95 M 85 M 75 70 Cry .1 55 r- NUMBER REVISION DESCRIPTION 0 cra SIA 59+7 26, 33.0 ? LT GtN r Y PAID ppii` �� n LLJ t 0LIJ Lu "� `� `�"� ,,;.� `, 4 � 't+, °",.w^°." +.�, `` ``.i � '`'�. , �•� �a , � 4`i\ � � 7 � � � ` `a� `1 \, •� � l4 w,. 1 ` � 1 i�. ly �� j� E \ \t t { 1 -J t 1 Z SURVEYED: JFS • M e F , `� DRAWN BY: CMF w►� 1 �pF DESIGN BY: TJPCl CHECK BY: LBM HanmiGlobal Partner ` PROJ 111230 NB Points Drive Suite 00 MGR: LBM FwkMd, Tasbit n less Phone: (425) 822-4446 jOIVAL FAX: (425) 827-9577 www.otak.com CITY OF RENTON ba Public Works Department APPRO D FOR CONSTRUCTION l! BY: DATE: 95 w 85 75 70 65 CONSTRUCTION NOTES 1 CONSTRUCTION CENTERLINE. SEE DRAWING 1.02 FOR DETAILS. 2 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-02. 3 RECONSTRUCT PAVEMENT PER TYPICAL SECTION, DRAWING 3.05. 4 CONSTRUCT SIDEWALK PER TYPICAL SECTION, DRAWING 3.05 5 CONSTRUCT CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD PLAN F-40.15-01. SEE DRAWING 3.07 FOR LAYOUT. 6 CONSTRUCT CUT THROUGH CURB RAMP PER DETAIL, DRAWING 3.07. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 3 PER WSDOT STD PLAN F-80.10-02. g RETAINING WALL, SEE DRAWINGS 5.01 THROUGH 5.04 FOR DETAILS. g ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISHED GRADE. ROTATE COVER/GRATE AS NECESSARY TO ACCOMMODATE IMPROVEMENTS. 1 p REPLACE EXISTING GRATE WITH SOLID LOCKING COVER. 11 CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02. 12 INSTALL CHAIN LINK FENCE PER DETAIL ON DRAWING 5.03. 13 PROTECT EXISTING UTILITY. 14 CONNECT TO EXISTING DRAINAGE SYSTEM. 15 INSTALL IRRIGATION SLEEVE, SEE IRRIGATION PLANS FOR DETAILS. LEGEND PAVEMENT SIDEWALK 4 Cw STRUCTURAL EARTH WALL 4" COMPACTED DEPTH VW94A CRUSHED SURFACING BASE COURSE GENERAL NOTES 1. ALL DIMENSIONS AND STATION OFFSET REFERENCES ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. 60 55 20' 0' 20' 40' HORZ SCALE IN FEET 5' 0' 5' 10' VERT 50 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 3.02 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) ROADWAY & DRAINAGE PLAN & PROFILE DATE: June.2013 SHEET NO. 8 OF 44 rM E 0 z 7 T 9 rn 3 3 i 0) 3 0 0 M 1` M 0 0 r- M U 0 0 d Y 1v L 0 s 0 E _2- N CO 1 14r 0 N N 0 a 0 a �--P-4.I '��.10��4)"---a--.- _ �_ �_ _ _ 5 _ _` I, -_ ,-, _ _ . '" STA 63+3 .0 85. 3'L rd : ., 1 STA 63+37.32 83.59'LT ; , _ _ � �\ `_ 12 1 � � � � � - � i i � `�} -- ' 2 SEE DRAWING 3.07 FOR � �: � `� r- CONSTRUCTION NOTES 11--w�-- ---- , -7-,,--1-;, :-�;pZ--,�T.- � '---�-f�. - 1-oM-�1-11X-�::-- -�-17---��-�.:-,1. �, _-�-','I IW-_0 �-:k:', 0�,w-, �-,-�:w:: -,.0 �j- �, :a 5--I11.: ---.�I�:I�, , 7�II-,:,./�,�-\ ----- -..I.1..1.1I....I.II1I-I-.1.\I.I-j � ,� , -�� \ -- 5-....II.......I.....II�.I.1-11 : -� ,-....-\I1.I..III...-*I.-1\ k - � \ I-\ --..-...II...II.,I1.----- ,-.6..\..III..II.I.I-1-.1..-�\It1 -I\.I..III.....I.1I1�..."' \-,1I',- 1l1I l �.�.(...I.......I.I�1.1-\ I�P ,,"\-_-� .-....II.I...IIII....-I ,,,'-',1\ ��-"..".........I..:.1-1...I \----,\�,,/\...I.II......11-�.- -,,-I,�ii.............II....1I \-;, ?...III....-.II-..I1-"�--I....1..I.....III-I.I-1D - .......-, - i -,\11 -'..........I.II../.-0- x,�-) I-o.`'...1I..-I..-.-�---1k, -, 1/.III .III1. �1-3'11 1.1a/.......* .-1.1.T--.1.-- c.....I.I.,I.I : 1j1I 'I1 .� .I�1..II..I...*III -N-s1..O..I...I.I.\ '- I- ��"1N......II ...I-iS"-*..I..I.I..-I I-T1-��-..0,II...II*I..I I1(II ,11W--.II �....,I...- 6 I-II--"-I"C... .I.-.I*I..,\, -,-\ ,"T-.........I.-.'I�.,M-\..I....-...I.I ---..I..I..I--II..11�----/..I�...I.1.....1-�C--1-.X.I..I-I.I.I./ - . Er - `1.-1.\I.........II1.4 \ -�� t/ -�/,.-'-V............I..Vv :-1�Z--'� = -1..-.,.I...-I...1- I-...,.I....I.11 , ,:,�-:I....I..*I..., -.-I..,II.I.-..-.-1-,--(,I...�1....I.-.. ,.,� _ -- � --- --- - , �- I � END, e / - - € ,' ,,; , IV ((((Q(� IM))) TOO-�0oo .rP wN AM MI -.� , -- - - 1 - - l _ � . \ i l 1 ! l f END , RAMP LAYOUT STA 64+19.99, 55.9 - T ` ( 1 - �' S 637.7 .45 I �,, ; , E,O Al `%' - 12 - 1 - _ _ _ . _ _ _ _ � 4 _ A- -, _ _ :�� PCC , A � ( 1 CONSTRUCTION CENTERLINE. SEE -- : 1 B1 { E, _ ` •, i''� DRAWING 1.02 FOR DETAILS. / I I - e / err / TiPE 1- VANED "GRATE I, I E 1 i \1 l t 1 V. `.� ( I �°' / .-' " ) r -' / / ' i, { ) ' ' r� VZO CONSTRUCT CEMENT CONCRETE TRAFFIC ° µ " .- P / \ I �- ,, , �, 1 - r k'r r /i/ STA 63+36.26, i 81. 6 LL " , , ; �, 0 t STA!, +49.08, 52.13 LT Ij t, I I �, / �; r� -Cr ! ! tl. ST 6 + 2. 0, 67. 2 LTI� ,.� _J �,, �, CURB AND GUTTER PER WSDOT STD E \ / e - - e r // e ! 2 1, , 11 -. a `, PLAN F-10.12-02. I i p, "', -°' -...- �t ; !%j -'� A' .� r - / � = �; i'�'- f� rr 1 ! I I w Q I I ( 3; `, � �� e`` �� M - _ _ _ n x i € , ✓, - !, - - �- O ��. �.' /s,, .- / j. 3 (IYPI.) I I '1 ; `: ! `- , / _ _ 15 'A; 1 ,, 3 RECONSTRUCT PAVEMENT PER TYPICAL f 0 e -- .1 / e 1:6 -' -- 0 _ -`` 834Z ' /- - e' .- - - - ! _ SECTION DRAWING 3.05. /, - ' , -~..,, i' ,," ' -~ , '- .. '` �,, ,,,,• ,, � .,w..• _. -'-. - _ � - r -- /� - Q � 15 I g i.l.. I / ) / � I (� � e - -, ��`r - -� _ 'G'� / �_,,.• ,.-""o .,::" ,r r' ,,- ,� � m ' ° l 1 -- ..�., "� � -�. -ARC`-�. - �..._ �`- .�..,. -- �,. ! r / / / - ! -,, .I �� - �, f, _, zoCONSTRUCT SIDEWALK PER TYPICAL ---,,.,-'", := -- '' -_-" � ------ "- f• !.-'"H -~� -- "r /s : "` �- "` 4 �' J -_. --.... ,_ � - - r ...-, `~ _ - - ~' a ', -- ' -- ~ `` ti SECTION, DRAWING 3.05 �` -. _ w -- '� �, -' ~" ✓ s' '"-� i i '" M" - -' , ` 1 1 (TYP -. Ltj ' ~ r ~� , -� - `w- � . ^,, .` :. -i,. %` '�- 5 _ - - , - � - - ,: � - ,- - .- ,.- i = �- N- .- : L-- B -- - - „�- ,• -. 1° '` = j / t - �_ _ M - - _ , ,� ,, • ,� Z CONSTRUCT CURB RAMP TYPE .�„ --- -,,,." - / _ � ,, .. � ~--� -•-; ~� -� 1- � �, PERPENDICULAR B PER WSDOT STD -,�-''-,,,' ".-'-""',.--° �,✓ ""�� %r+t��s . ..:G' ✓' ...' .:.s^.= ..�'-' .r .au .--- r. ,r ,.w�:;�"' e„ ^'9" ,,,'` jj.."'.„�„-.-.---__ f - , o . _<' �, t� a, �. -a ' o """ '.a�."",.._ t.-� - "4 "„,- •..,,, o. '.,.,.. „ 7`" ...„. "'^•• .,,� .�, "•"^•,I •, rya rura :. -- w r - r' r r' :' - O 7 - "_"-� SE, - .. _ M 1 - -01. SEE DRAWIN 07 T..�..��, �,,,. .. -- -.-- ,.--- ,..... ,..- .,,.. �": ,,... ' % „- 3 .. . o �' -a ..� .�... ......� ...., --- -..., ., --_.. ' �•- �-. .,`, • /.-<.., -- -�•. PLAN F 40 15 G 3 -- - -- -, � . ::-- .- -✓ - . - tl o _ - .A-P--I € - --- '` -- � '� '. FOR LAYOUT. > j -- -- �✓' a :.- :---a---�, -'",. ~',.,. ^�J,. -''' ,"_,- �.. -.-' s s --~. -u."" : ;:y. L .� -7 - - v - - - } irk `� +r jam... - i 0 . , o --z .""_-�.,, • •,.,�`, ,,,,- - ` , ° ° _ _� }, �. , .- 0 6 CONSTRUCT CUT THROUGH CURB RAMP -�'" Y I ° d - ` PER DETAIL, DRAWING 3.07. ,✓. fir,.. ,,,.,,, ✓ � ✓ ,..---^'".".,. } ;•"'� � i,...,, ,�„"'"' .< '';.< -u, .� ,..��. ....,.ayr .z%zs ,..,. ., a.e3 ?n':;�:rk r,.1 ., .....,.� v `A ,i• .f%' ` ' STA 63+10.73, � LT # - _ „_,_ .,, aµ„: v l B 00, �., >s in Lid`e lacedlw/ Flat ,o Lid er O #0 ' ' STA 64+35.4 ' �® -4.. i g p p 61196 , `4 1,%�' o' / , �' CONSTRUCT CEMENT CONCRETE -,. F T'" `, 1✓<. \8b5 . -- ~. ',• �� DRIVEWAY ENTRANCE TYPE 3 PER ° l E 1 -VANED GRATE 9 44.36 LT PCC' ' h° C WSDOT STD PLAN F-80.10-02. % ^. v t {�, ,,. it � ^" \e \6 5, 53 `�, ,. f t"V' .' I .,,, m"" f �`... 1°` i/ I I � "" �.`,,.,,,�, 7 °,' ' `a, '"i '1_o "`+....• i llll ST 2 T . r� � _ .. LL S 5.01 STA +47.10 52 4 T • -- .,,, I--, `` ;. `� - ->t ! -� v � 4 `` Q . v � 1- .. .� 1, I' 1 � � �� 1. °tea - Z T ROIUGH 5.04 FOR DETAILS.G ` L o I ' m STA +08.34, 47 88'LT , �� 111 \ 1 ' ; ZADJUST EXISTING CATCH BASIN OR �- , ;� ''' R=500.001 X ,. 4 i, - 1 \ C , 20 ,- 64+d0 . PCC<--i, �." 1 w, ,, ,-r' MANHOLE TO FINISHED GRADE. ROTATE ice, t 2 1 VANLD GRATE '� _ --I - �= --f_ =- i , f �, \ 1 COVER/GRATE AS NECESSARY TO '� ''� ° �' R=6�fl 46 � � -w , I 3 I (n STA '62+21.08, 7.74'LT � 1� e, ` I v -''� ACCOMMODATE IMPROVEMENTS. c, t I 5T 63+84.93, 38.7fi LT V , �'",�' `�-� � �` 1�� '� - A , \ . \. - - `_`_� w, - 2 � , I / ,--M 1 `, �' r,' \ mac/ 0 \ � \ � � N ' 4 ,,, �",, 1,1s," , ' �� v � 1 R=6 .� 10 REPLACE EXISTING GRATE WITH SOLID ' 0 _ . . , PT, AP, PC "I 1 � t , ` �`, �"" -�_- V •, ~ ., '` ' --.�. --' `�v � i ti . ,-- . t I% � LOCKING COVER. S , R=1835.?�5 , _ _�__----- ',, 11 O , 1.� 1,, �. � r '"" \ _ ` v � `11. � � � � ��, � �, � CONSTRUCT CEMENT CONCRETE 1 -- 11 / e STA 62+89.42, 59.00 L -~� ' �. 1 C� PEDESTRIAN CURB PER WSDOT STD rn ��j _ "� �,v� �° 2 . �., .`�- � ,�; r � '%� `, IY PLAN F-10.12-02. U% - -- STA 1 9.25, ; 46.85'LT N \ tee, 1, � 1' `' ti '" �•, 12 INSTALL CHAIN LINK FENCE PER DETAIL rn �` 2 'II ' i -�r � ,, ` ° ,, � , `� 1, , ON DRAWING 5.03. ® \ i ti 1 '`' I (� '` 5I,, r 5PROTECT EXISTING UTILITY. CONNECT TO EXISTING DRAINAGE g "'�w u / Tj \ C� ``' ". I 0 1 --_ `1% 1,/ \ 1 • SYSTEM. ', \ \ % ,. \ V -,, 5 STA 63+82.08, . 7'LT `\ 1 m Q-' 1 n` , . � �1 '� - v `�,� ,, 1 I `�. 1 `'°` ,, 1 :1 I / 1'' I 1,, ..�-. " '- `� ;l 15 INSTALL IRRIGATION SLEEVE, SEE Z , -M , �, ; Q 1 ' �`;� -., �l IRRIGATION PLANS FOR DETAILS. gg �Sg£ ` �1 44} G' 1 1,,E - ��... � �� _ O ,,;� LEGEND 12oN , 120�� PAVEMENT ,. I. ...- ., ....., .-,.,.. ,-., .<., <.,:•:. ..:...................................................................... ..............-. .,,...,I .....,..,.,....,.,..,......,-.- .----., ...... ................................I -.-.........I- - ..........,..,.,......,..-.,.,.,..,.,..-.<.,...........-.....-......,..,.,.,.,..,.,.,,.,.,..1........ SIDEWALK A ..-....•...........................................I.I......I....,..I.. R M=102.14...I..,..,...........................<................................,...,,.,...........,.,....,.,.I..,.,....,.,.,..........-. - -l' €...<.................................................. ..- - ...,..,..,,........,,,..,.. .........................I=98.64 (12 `D OUT'NE)._.I....:.,......,....,......-.<..,..-,.,,,,.,.,,...•..I...<.,1::::,:<:..,......<.,.<....I.,....,-...,-.... ........................ 115 . 115 STRUCTURAL EARTH WALL .............................. ..........................................I.I....,....... :: ::::::...:........:::::: ...,.,........,..<............. ..................................................................... .... CB 25 ...,.- .,,.. IM=1 2.71.,., -.-I,_,_;.:::,:::':::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::: 4"COMPACTEDDEPTH E=:90::6: CENTER: 0 36" : G NN L 3 0U E :: ` :: :::::: ; ::::: ::: : - CRUSHED SURFACING BASE ,.,,,......I..I......I.I.........I..I... ( F[ HA E T ),,. ............................... ........ ........ .... _ _ :::=` , ...,..I.<.,....I.................................I......,.,..,.... _ .-,..•.. I..I.,.. .......< .1.I..,. I.-.. - ....,... ........ COURSE " < , E=98.f:4.(12,.SD.IN NE):.....-.,.. .,... I...EXISTI G GRADEAT.....,,..................................................... .........I...I...I...-..I.I.,..•............................I.......I. ...... E=- .,6 CENTER07,36"'CHANNEL'INW ,,......... ..,....-...........I.,-.....,.........-...... 110 110 . , . < .. E=98;3fi (12" SD IN SW) :: ...... - . - . . . . . . . . . . . . . . . , , . . . . . . , . , . . , . . . . , . . . . , . . . . . . . . . , . . , . . , . . . . . . . . . . . . . . . . . . , 1 . , . . , . , . . , , . , . . -- , . . - . . : , : . . . . - , . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( . . . . . . . . . . , . , . . . . . . , . , . , . . , . , . . . . . . - . . , . , ._� . I �� , , . , : , , . , . I. . . . . , . . . , I. . I. , . . , . , , , . . . . , . . `- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < , < CB1. 250: :.:.... . ........ * ............ 1... _.. - _ -- -- ............ - ... . OTES :::::RI=103.97 -,` ,..,.... .,.-..... ... ..,.... ,..I.... ,.,...-. ,,,..,. ,....,.. I...,... ,,.... <......,.,..•...........................I......I.......I.......,.<...I. ..,... .,..,. „. _, ---.., ,...,.., .- - ... ,,.,.I.. ..,..I.. ....,,,. .,...... ..,..,., . , .. IE 99.00 . (-12 SI OUT SW) ...... , , .. , - .... . ................................................-,. ..,....,.,......,...........-•........I..................,.•..,.,.,,_ .:,.. . , . LL A ION OFFSET 105 -...............................................I....,...,..I.-........."...... ........,... r 105 REFERENCES ARE TO FACE OF CURB I ............... . ...................... . ................... . ........... , . UNLESS NOTED OTHERWISE. ., ,,...,. ,....,. ..,,... ....... 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RIM=97:28 ...-... ..<.,, :I::. . ,. .. .. .. .. ....... ........ ........ ........ ........ ........ . ..., __ _ ..... ......,. ........ ...... ........ ...... ,,. __ _1 1 _ _..M_�_ �_� ,_m - 100 - "_ - 100 / As . . , . . . . , . . , . , . , : . . . . . . . . . . . . . . . . , , . i� -/'.. . . , . . . , . , . , . , . . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . , . , , , . . . . , . . .s - , . , . , ,y � . . . . .. < . . . . , . . . . . . . , . . . . . . . . . . . . . . , . . . . . . . , . . . . . . , . . . , . < . . . . . . . , . . . . . . , , . , . , . . . , . . . . . , . . . , . , , , . , . . . , , . , . . , . . , 1 EXPST.- CB , .04. . ..... :::: :: I :::::: .. .. .. .. .. .. .. , . ,..;. R1MT95.88• .. :33LF ,1,2 : SD S=2: 0� :::::................... . .............. . .. . . ......... .,. ................ �. ...... . . ...... I . I :..:. 11`4LF' 12": S=2.00% 95 F7......................................................•................,......,..<......•.....,,......,......,.....I...... I...•......I..III ., 95 < . "i ./ - . . . . . . . . . . . . , . , . . . . . . , , , , , , , , , . . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , , . . . . . . . , . . . . , . , , , . . . . . , < . . < , .., . . , . . , . . , . , . . . . - , . . . . . , . . . . , . : . .I ,I . .. ....�-II ,. „ I ..,.. ,...,,. ....,.. ,,.. _.,.... ....... ....... ....... ....... ....... ....,.. ....... ....... ....... ....... ....... .,...... ..............I:,'I...-..............., .. .. .. ..- , .. .......... ...............• . .. .....,,I..,,,,. " . ..,..........I.I.I..1I- .........,.. ......,.............,-•...........................-.............,..,...1..I.:..I...:. .I...I..I.I.....,......,..,...I . l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , . , , . , , , .. I...I.............. EXIST: 12" SD ..............................- ..-..,....,.,........-..,......,......,.,..........-..,.............•.........................•...,-..........I........,....,,... 90-----�--- ___ _ _______--,---------II-____ _ _ __ ...-,.,�.___ _ --- 90 /AVA/ ..................................I..,......,.,,..,..,,,.,,..,,....,....,.,....,.. 7 -....<.<.,,..,,.,,,....,,..,,...,..,.,......,',....,.,,,,.,.,..,.,.,..,.......,,,,,.,..,..,,,.,...,.,....- ........-.......--..,..., II ..........................<.,....<..........,..,.<.,..,.,...,-...-..........-.I...I,....,....,.,,.,,,.,,..,.,,..,.,.,..,..,,..,...,,.....,..,....,.,..........,.,.,..,,.,,,,,,.,..,.<...,....,....,....I...I..I.,,..,...., ..., ......................I.,,......< .... I . , ...,... I .,..,.,. .....I. ...I.,.. ........ ........ I....... I.I..,, ..,.,... ......, ....I... ...... -• ......................<,,.,....:,,.,,...:..I...' ::`::: :::::::: ... .. ....''I -...... ........-.....-. .-...... ..... , .,...... .... ,. .•..,.........1. ....,:.......................................... ..........:.................... ......*............... . !. , . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85 85 r7 LO M r7 (0 00 q N cV N O O) 1-It O 00 UN rn cfl rM 7 00 N r7 4 Q6 � 00 O N r'7 qF d' tf) co 1- - 00 M M O �- N N � a) Cn 0) 0) M M O GDO CD O O O CD O O O 0 O - 61+50 62+00 63+00 64+00 65+00 66+00 20' 0' 20' 40' HORZ SCALE IN FEET 5' 0' 5' 10' VERT SCALE IN FEET SURVEYED: JFS • , $ M c.P4 :; DRAWING NO. 3.03 DRAWN BY: CMF ti (51 �► j 1P '- CITY OF RENTON HIGHLANDS TO LANDING 4.S�' '►� ML PROJECT NO. 31796 DESIGN BY: TJP f"y �' a Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) CHECK BY: LBM 1=0 NEiooi Farmer APPRO D OR CONSTRUCTION DATE: June. 2013 10�°�400 °"°e 1: a �� ROADWAY & DRAINAGE PLAN & PROFILE PROJ MGR: LBM Phone: 425) 822 4448 S sTE4 �� BY: DATE: / SHEET NO. 9 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 IOrTAL 04Z mrw.otak.com XREF-LIST Ltscale: 1 Resolved TTLBLK C796R500 S796B190 S796BY220 T796X370 C796NO31 0796R501 C796G450 C796R380 C796R900 LBMSEAL L796V701 Unresolved - junk C796T460 A 69+64.82, 57.87'LT A 66+56.35, 54.95'LT \ Id 20; TYPE- 1' -` V D GR�► --� - _ M 4 STA 69+86.72, 52.82 LT CONSTRUCTION NOTES STA 66+10.24, .41 LT 4 8 ROCK WALLi 1gTA PCC \ 4 PRC PRC 1 /� 8+1:07, 74.32'LT `' ... -. PRC 4 ,` �` R=18.00' " . STA 69+64.82, 49.87 LT STA 70+08.92, 47.78'LT 1 CONSTRUCT I ON CENTERL I NE. SEE ~>, 4 4 DRAWING 1.02 FOR DETAILS. J 1 0:00'........... PCC PT µ+-- - j i `, STA 70+13.67 47.80'LT 2 CONSTRUCT CEMENT CONCRETE 4 TRAFFIC CURB AND GUTTER PER p END, MATCH EXIST. STA 66+68.56, 56.69'LT , � � �.., ` � �� ... `� �� WSDOT STD PLAN F- I0. 12-02. S� \ PCC 4 4k RECONSTRUCT PAVEMENT PER TYPICAL SECT I ON, DRAW I NG 3.05. H `� . \ °� STA 70+ 13.75, 41.37LT (�D s}S+ ,,, ""'"p ,,,.» -^""" ..^"' ,,,.�:,,,.,� �„ �„ """"" •"'^" �,.,. ,...-- ---^ ''" .._.,.. ,- ,p _ e A--...._ �e D .e '.A e' e" p • e ' e; p A •-�,,,,„ �.�, - � \ ,, , , END, MATCH EXIST. 4 CONSTRUCT SIDEWALK PER TYP I CAL ~. .. D t t SECT I ON, DRAW I N G 3.05 ..,...-' / ,...• .,..••^.""` ,, ,,, �. ""' ,„.w ,."". w,� ^ ,,..„, .-•.^• ...... -....- --- _""'� �. '""" '"' � ',. -- g'` n ' . ��' D . '> -per•-,----*=�-^--=" .,�-_ p o. - .,. 1• , . # � � '� -,' O r^ r^ _ � ..--• """' ---^- --' e - a �� e a e.' _.._.d ' e�__..4. _' ''' � `�"":w_.._ e:_ Y e ,� ., a e•..: �. e' p ",*�,'� 1 '' 'C"�t � *Y._ � .� � i � 5 CONSTRUCT CURB RAMP TYPE PERPENDICULAR B PER WSDOT STD - `,,,.. .^.' � �� ,>•✓ d°'�' r «.r .,.-.,^"'" ..�� "...�,..,.-" ��t � .k cr r: ,. . _..,,. - F 40.15 0 1. .�--�~ .�- �' .- .�--.- ..,.. ,�,, .--� � ...� ..� r .�. ...- . .,� -- �`.�._--•__�•-...... j :...._� ° .�� .....�,�w._... SEE DRAWING 3.07 PLAN - ~" -" �" ✓ - �- '' ~ ° - "�` "" - - '` . �..a:• a `-- FOR LAYOUT. ° h 6 CONSTRUCT CUT THROUGH CURB RAMP �, �•- ..-`,,,.'�..• �-. �. °."�, e .--,,,,. �,. •- ,�,. •�' _ : s ��,.�-`- <�:,,h:��.--- , 8 ROCK WALC� 2 � . _ . '� DRAWING 3.07. �-• o .� �. r_ 4 g g e .p a e PER DETAIL D A ./'-',e'" �P, �. .r: ,, ....� $ .yw�.,.an''-\ ,,. '*..,, "_f _ p u 1 ~Ca"i 10. TYPE 1 - VANED, GRATE 2` CEI010 EXISt - TA 68+49.98 0.97 LT 7 , `t STA 67�01.63, 7.68'LT � � 9 14 �` WIDE. 20' � STA 69+64.8.5.1 41.37 LT -..STA 67+87.43, 42.05 LT -- �. C 100, EXISTING STA 66:'66,31, 55.40'LT a ` p 68+00 =�� 69+00 ° 8.59, 48.6 4. I �`� \---'"'--- ,+ A$� STA 66+13.71, 48.41'LT 4 - PCC ~- - �` `` , 4 PCC fig+76.84, 48.\12 LT el� �_ `` - ., 1 a , STA 66+56.66, 46.7X LT° R=61 1.96 �' `�� `� _ � � ~` NE PARK -� `~ � ��w •� � � � t .TYPE 1 VANED CRA STA47.30, 53.5 STA 66+03.47, 47.36'LT AP 4 ACCESS ROAD HORIZONTAL CONTROL POINTS ACCESS ROAD HORIZONTAL POINTS POINT STAT I ON/OFFSET POINT STAT I ON/OFFSET t w A 67+63.56, 77.12' LT E 68+42.43, 82.49' LT B 67+86.82, 77.22' LT F 68+49.90. 82.88' LT 140 135 130 125 CONSTRUCT CEMENT CONCRETE DR I VEWAY ENTRANCE TYPE 3 PER WSDOT STD PLAN F-80.10-02. RETAINING WALL SEE DRAWINGS 5.01 THROUGH 5.04 FOR DETAILS. g ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISHED GRADE. 1 ROTATE COVER/GRATE AS NECESSARY 70+00 1 1 l € TO ACCOMMODATE IMPROVEMENTS. REPLACE EXISTING GRATE WITH SOL I D LOCK I NG COVER. I CONSTRUCT CEMENT CONCRETE �l+� PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02. INSTALL CHAIN LINK FENCE PER ! I ; DETA I L ON DRAW I NG 5.03. Q PROTECT EXISTING UTILITY. CONNECT TO EXISTING DRAINAGE SYSTEM. INSTALL IRRIGATION SLEEVE, SEE © V6 u. $ IRRIGATION PLANS FOR DETAILS. I _ LEGEND PAVEMENT e p° SIDEWALK 140 STRUCTURAL EARTH WALL 4" COMPACTED DEPTH ........ :: CRUSHED SURFACING BASE ......: ::::::::: COURSE GENERAL NOTES I. ALL DIMENSIONS AND STATION OFFSET REFERENCES ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. XREF LIST Ltscole: 1 Resolved TTLBLK C796R500 T796X370 C796G450 S796B190 LBMSEAL Unresolved junk 0 E 0 Z 0 T J ►.19 CD c_ •L 0 8' CONSTRUCTION VARIES - — EXIST. 6 I QZ0i>r02MIF.AW*'�'�OYM01 4' CONSTRUCTION CE VARIES STA 55+02 TO STA 57+45 LT STA 59+73 TO STA 62+10 ,r)" STA 62+10 TO STA 63+35 CONSTRUCTION VARIES EXIST. ----- STA 59+73 TO STA 63+35 LT TYPICAL ROADWAY SECTIONS NOT TO SCALE STA 63+81 TO STA 66+53 LT STA 66+53 TO STA 69+80 LT 12" 6' CONSTRUCTION q CONSTRUCTION CL VARIES STA 69+80 TO STA 70+ 14 LT CONSTRUCTION q APPROX. EXISTING GROUND APPROX. EXISTING GROUND i i / 1 8" COMPACTED DEPTH HMA CLASS 1 /2" PG 64-22. 2 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. 3 SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY PER ASTM D-1557. SUBGRADE TO CONSIST OF UNDISTURBED NATIVE MATERIALS OR STRUCTURAL FILL. STRUCTURAL FILL MATERIAL TO CONSIST CRUSHED SURFACING BASE COURSE, SEE FILL SECTION THIS SHEET. 4 FINISHED GRADE NOT STEEPER THAN 2H:1V UNLESS NOTED OTHERWISE; MATCH EXISTING GRADE. 5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD F-10.12-02, LIMITS PER PLAN. 6 CEMENT CONCRETE SIDEWALK PER WSDOT STD F-30.10-01, WIDTH AND LOCATION AS SPECIFIED ON ROADWAY AND DRAINAGE PLAN AND PROFILE. SEE WALL PLANS FOR THICKENED SIDEWALK SECTION WITHIN LIMITS OF RETAINING WALL. 7 PLANTER, LOCATION AND LIMITS PER PLAN. SEE LANDSCAPE PLANS FOR DETAILS. SAWCUT 18" FROM EDGE OF PROPOSED CURB AND GUTTER, UNLESS OTHERWISE SHOWN ON PLAN. 9 3" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. 10 MATCH EXISTING ROADWAY SLOPE. NOTE THAT EXISTING ROADWAY SLOPE MAY FALL EITHER TOWARDS OR AWAY FROM THE CURB. 11 RETAINING WALL, LOCATION AND LIMITS PER PLAN. SEE WALL DRAWINGS 5.01 TO 5.03 FOR DETAILS. PLANE EXISTING PAVEMENT AND OVERLAY WITH 2" COMPACTED DEPTH HMA CLASS 1 /2" PG 64-22 12 (WEST BOUND OUTSIDE LANE ONLY OR AS DIRECTED BY THE ENGINEER). FOR AREA BETWEEN LK WASHINGTON BLVD AND NE PARK DR, FROM STA 53+40 TO STA 54+20, COMMON BORROW MATERIAL SHALL BE USED AS FILL TO ACHIEVE GRADE, SEE DRAWING 3.06 FOR LIMITS. omk1 r\rILL HIM k,3M,, JGG YYALL DRAWINGS 5.01 TO 5.03 FOR FILL SECTIONS ADDITIONAL DETAILS. LOCATION PER PLAN SURVEYED: JFS $ cp'��' '' '�' CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 3.05 hbL DRAWN BY: CMF ti ay DESIGN BY: TJP o 4ww �'A Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070 007 PROJECT NO. 31796 d P FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobal Partner �� 10230 NE Points Drive 23 APPRO D FOR CONSTRUCTION TYPICAL SECTIONS DATE: Jan. 2014 PROJ MGR: LBM F&an #tasti & 93033 G'ISTE4 NUMBER REVISION DESCRIPTION BY APP. DATE Phone: FAX: (425) 827-9577 (425) Cs1 �� SHEET NO. 11 OF 44 7-9577 S1pNAJ,, � BY: DATE: T www.otak.com XREF LIST Ltscale: 1 Resolved TTLBLK C796R500 T796X370 C796G450 S7966190 LBMSEAL Unresolved junk 4( f 1. 0 t PROVIDE FLAT AREA FOR ' PROPOSED?BINET 6 STA 53+99.87, 77.93'LT ELEV-35.60O E 0 RIAN CURB r 41Q�� GIN HANDRAIL tip, .141 12" TYP J 7' TYP. 36" TYP 1.5% TYP 2 �•-6" TYP. I, 2' TYP. STATION, OFFSET AND ELEVATION PER PLAN, TYP 1 CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-01. 2 POST FOUNDATIONS SHALL BE 12" DIAMETER CAST -IN -PLACE CONCRETE CLASS 3000. 3 FINISHED GRADE AS SHOWN PER PLAN. HANDRAIL PER HANDRAIL TYPICAL DETAIL. "�- STA 53+8 .39, 84.59' � APPROXIMATE �j., ELEV�35. 6 f oQ HANDRAIL PAST RAMP TYPICAL SECTION �( 1 q I c� �, �� BE N PE ESTRIAN C RB fQ ` �" LOCATION /VP f ' % D HAN RAIL STft 53+99. 1 I/LT l ELEV=37.59 D RAMP , EN NDRAIL% COMMON BORROW MATERIAL SHALL BE USED AETWES`,FILL TO ACHIEVE GRADE IN AREA 4 , �� _�"" �-- -� - BEN LK WASHINGTON BLVD AND NE I I { PART DR, FROM APPROX. STA 53+40 TO I e� �� 4:1 t �0� 54+20. SLOP Q �µ V �t y� 4b v 5q STA 53+61.8 ,I77.96:LT ELEV=35. �� HANDRAI f ANG�E C `INTIv !! 1°i �� i f C t00 1m 1 Cd _ _m _ _ �r STA 53+56,99, 66.E LT ELEV=32.72s It I MATCH EXiSr:LA t STA 53+99.74, 45.16 LT B IN;Al Q� '�.. ELEV=37.47i - 53°+6.3.70, __0 .96'-L.T y t� °, - _ti• - EL =32.840 STA 53+91.77, 53.19 LT ice; ' _ M/ CH EXIT. LAMING ` �� ! ELEV=37.47 BE IN R P t END RAMP _�~_ CBE N AN I HANDRAI. ` ( 1 t� RELOCATE EXI � NG HANDHOLES. EIS. DRAWING 1 6.91 FOR D AIDS b r EXIS ING LQg'NDING ✓{ w. ` 4 X, REMOVE EXITING FLARE REMO' E EXISTING FLARE EXISTING RAMP SIDEWALK LAYOUT (NE PARK DR AND GARDEN AVE N) SCALE: 1 "=5' NOT TO SCALE HANDRAIL TYPICAL DETAIL NOT TO SCALE NOTES: 1. HANDRAIL SHALL MEET ADAAG STANDARDS. 2. ALL POSTS SHALL BE PLUMB AND RAILS PARALLEL TO GRADE 3. PIPE MATERIAL SHALL BE 1j" INSIDE DIAMETER WELDED STEEL PIPE AND CONFORM TO ASTM A-120. 4. HANDRAIL SHALL BE CONTINUOUS AND BENT TO MATCH ANGLE POINT. 5. EXTENSION SHALL NOT PROTRUDE PAST CHAIN LINK FENCE. 1 6. HANDRAIL SHALL BE COATED PER WSDOT STANDARD SPECIFICATION 6.07. TOPCOAT COLOR SHALL BE BLACK. 1' r'yTr'ticinti 2 ADDENDUM 2 2 14 14 SURVEYED: JFS � , 3�6 �CF9� " �=- CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO.. DRAWN BY: CF ®g A.sh►l ,� DESIGN BY: TJP 0 Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 CHECK BY: LBM HammGObal Partner FED AID NO. CM-1070(007) PROD MGR: LBM iozso NE Drive 1237 .15 � APPR VED FOR CONSTRUCTION RAMP DETAILS DATE: Jan. 2014 Phi- (425s � � sT ��{� SHEET NO. 12 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE Fax (425) 827-9577 TONAL BY: DATE: www.otak.com STA 63+27 ELEV=104.2 STA 63+22.56, 86.;$O'L ELEV.=104.12 STA 63+26.74, 80.391T ELEV104.00 O a IN rJ. SSA 63+386, 85.231T tl� LEV=1014 $ CUA B RAMP TYPE PERPENDICULAR B 1 STA 63+34.80, 81.531T ; ELEV=103.82 i .51 LT r Q STA 63+36.28, 79.69' LT ELEV=103.86 ' E # STA3t56.39, 62I,'` ELEV 1 `p6.00 STA 63+81.77, 55.72 LT '; l ; ELEV=107.04� ' f CEMENT CONCRETE PEDESTRIAN CURB __ _ -- - 4i o f STA 63+52.31, 66.34 LT � I - O, PER WSDOT STD. PLAN F-10.12-02 � �, � �. 1 ;-.- -- -" �. _ .� .`..�" .�. -� � s � ELEV=105.56- STA 63+51.80 67.82 LT - O 0 (TYP.) ST 63F9 45 t5.78' ELEV 108 00 " STA _63+9.8. 55:8 ' Ooc EL =1� 20 _ Q ELEV=105.62 < -� - = - IX 4 4 0A; 63+60.81, 61.51'LT� 4 8' 4 0 E EV=106.09 f " RECONSTRUCT PAVEMENT PER � ` STA 63+65.15, 60.11'LT t ` >- ' �'""�-- ^'�„'�� - ��""� 8 DETAILS ON DRAWING 3.05 (TYP.) ,, E ; �. � � � Q STA 63+46.63, 61.081T ELEV=106.49; a - ELEV=105.42 STA 63+45.41 61.91 ' T i - _ ELEV-105.25 e o 0 o STA 63+82.65---A-'7:"861=To 0 O _0�d .,w. 1 r P - Q7. 7 - 0 _ as r ' O O : o° STA 63+30.73, 74.41 LT o Q o 0 0 Q ELEV=103.72 o b CURB TO BE FLUSHED r� O WITH PAVEMENT (TYP.) O Z ; s ..+^"""✓^^^'ram §'? C ._...,.�,..-.-,.y "^ :1...,.w. ..d .. e . „.sY ahW , ; STA 63+29.39, 76.401T ELEV=103.68 DET_ECTABLE--"�WA�RNING SURFACE PER , ; - STA 63+98.80, 47. ,.�....-»......,fit OT -STD- PLA .. 5 10-00 . TYP ` - _ ELEV=10788 4 �} t -SD '""""' i t _.-r^^""' k, '.-. .r'.`... ... ... .�.-W STA 6,3+58.73, 53.851T ELEV== 06.11 `-ADJUST CURB AS NECESSARY TO ACCOMMODATE EXISTING POLE FOUNDATION STA 63+53.08, 55.741T ELEV=106.05 f N\1---CONTROL POINT ELEVATION (TYP.) CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02. 6" CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-01. 2" CSTC CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD PLAN F-10.12-02. SECTION A GENERAL NOTES 1. SEE WSDOT STANDARD PLAN F-40.15-01 FOR NOTES. jgi ROOM j ��A, �- CEMENT CONCRETE PEDESTRIAN CURB PER WSDOT STD. PLAN F-10.12-02 (TYP.) STA 63+89.57, 47.78'LT ELEV=107.20 CURB RAMP TYPE PERPENDICULAR B M SURVEYED: JFS DRAWN BY: CF i , w Mop 4`� j �6 �=- CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 3.07 796 ti of �j l DESIGN BY: TJP o ��w '� Public Works De artment PEDESTRIAN CONNECTION PROJECT CM-1070(007 PROJECT NO. 31796 co FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobal Partner DATE: June. 2013 10230 NSuiteoint Drive 37 APPROVED FOR CONSTRUCTION RAMP DETAILS PROJ MGR: LBM MrkMd, ltashin&n 9M rsT>y$ Phone: (425) 822-4448 Asti BYDATE:Oelf�zSHEET NO. 13 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX (425) : 827-9577 jONAL www.otak.com 1- 0 E 0 Z O T J CD 3 Cn O / 3 Q O rn r` M / 0 0 / ... U N O Q / Y U w w 3 w w z z �N ' m � O 110 m m o 1 v 2 BOTTOM EXIST. SEC. 8, T. 2JN, , R. 5E, , W.M. CITY OF RENTON 239'-0" DECK OVERHANG RECONSTRUCTION AND SIDEWALK (WEST SIDE ONLY) MEASURED ALONG FACE OF CURB LUMINAIRE MOUNTED PEDESTRIAN BARRIER ON RAIL R W RE -MOUNT EXIST. W/ BRIDGE RAILING LUMINAIRE BK. PAV'T SEAT �/({��/J /�jj {p LUMINAIRE/ TYPE BP MOUNTED ON RAIL "�` +,,...�".• "'+� `"\, ' j ' j r fr f� iS i ,� t: ,R f j yi� _ f1 6 `C d ! PIER 4 -- - - - n =~�` PIER 2 i 1 -- ��-—_4.0 0 -w GUARDRAIL TO r BARRIER CONNECTION -ilk_ 6 Y Qn v CONSTRUCTION + STA. 5 7;+24.59 QTI BK. PA VT SEAT , 0 58+00 59f00 BRIDGE /23 57+00 a,43'47'5 9 „E t � � STA. 59+ 63.63 BK. PAV'T SEAT GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" DATED 2012 AND AMENDMENTS. 2. THE DECK OVERHANG RECONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH THE FIFTH EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2010. J. CONCRETE FOR THE BRIDGE DECK OVERHANG SHALL BE CLASS 4000D, CONCRETE FOR BARRIER SHALL BE CLASS 4000. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A706 OR AASHTO M31 (ASTM A615). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STAB/CITY OF THE STRUCTURE DURING CONSTRUCTION. TEMPORARY SUPPORTS AND FALSEWORK SHALL BE GRADUALLY RELEASED TO PREVENT IMPACT OR UNDUE STRESSES IN THE STRUCTURE. 6. SEE BRIDGE AS -CONSTRUCTED PLANS FOR ADDITIONAL BRIDGE DETAILS. 7. ALL DIMENSIONS SHOWN ARE MEASURED HORIZONTALLY OR VERTICALLY UN NOTED OTHERWISE. 8. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF REINFORCING BAR SHALL BE 2" AT ALL LOCATIONS. 9. UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTHS SHALL BE AS FOLLOWS. 114BAR=2 0 - - 115BAR=2 0" r-� % �-BNSF RR RIW NE HOUSER WAY - - #6 BAR 2 ,- 6 „ �#7 BAR = 2'-0 - 6 TRACKS Mr #8 BAR = 3'-3" { #9 BAR = 4'-2" ' # 10 BAR = 5-3" PLAN 20' 0' 20' 40' # 1 1 BAR = 6'- 6 " SCALE IN FEET CTION ;E ZONE ULA RAILROAD TEMPORARY CONSTRUCTION CLEARANCE DIAGRAM LOOKING SOUTHEAST ALONG TRACKS ELEVATIONS ARE AT LEFT EDGE OF BRIDGE AND ARE APPROXIMATE CONSTRUCTION iE CURVE DATA DELTA RADIUS LENGTH 26° 25' 59" 716.20' 330.41 rn L0 (n w +7_� rr.�a��r. nrrrrn. � (DIAGRAMMATIC) Q� co W # BAR = 21-0" 115 BAR = 2'- 6 " #6� BAR = 3'-0" #70 BAR = 3'-9" sW DENOTES EPDXY COATED BARS. DATUM N.A.V.D. 88 SURVEYED: JFS i , J. j :; DRAWING NO. 4.01 DRAWN BY: XYW ��4�og ,r�, ,s ML CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796 DESIGN BY: XYW Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) CHECK BY: SJW HanmiGlobal Partner a 10230 NE Points Drive APPR E FOR CONSTRUCTION BRIDGE LAYOUT - DECK OVERHANG RECONSTRUCTION DATE: June. 2013 Suite 400 45633 10 �' PROJ MGR: LBM IGrklsnd Tsshi*n UM v ORAL spa Phone: (425) 822-440 �1 SHEET NO. 14 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: wnx.otak.com (425) .com 77 IpNA 4y atr 1 BY: DATE: 4 1 404 1 SEC. 8. T. 23N., R. 5E., W. M. C / T Y OF REN TON 239'-0" DECK OVERHANG RECONSTRUCTION AND SIDEWALK (WEST SIDE ONLY) MEASLg?ED ALONG FACE OF CURB LUMINA IRE PEDESTRIAN BARRIER MOUNTED ON RAIL RE —MOUNT EXIST. W/ BRIDGE RA IL I NG R� LLIMINAI, TYPE BP LUMINA/RE BK.PAV'T SEAT r MOUNTED ON PIER 4 PIER ;\�� BARRIERIL TO _ _ = -- — — r///,/ I / r%I,I(II� �// �—_� CONNECTION ion — _ _��-�•— — �r3s-=_�_�_`�_ /L ilk CONSTRUCTION ¢ t STA. 5`7+24.59 Ln / / STA. 59+63.63 \, B1` PANT SEAT p� — —I —� BK. PAV'T SEAT to \� 57+00 v PROTECTIVE43"47t?9 E ! BRDGE RAIL,, 25FENCING � OG A T ACHE SIDES NE PAR jj r0 m �� ,� OF RR TRACK CENTERL I NE SEE �` / DETAILS r I \\—BNSF RR RIW. �NE HOUSER WAY ¢ TRACKS I I PLAN 20' 01 20' 40 SCALE IN FEET EXISl, RR TRACK BOTTOM OF BR/DG EXIST. CONS TRUC T / ON � CUR VE DA TA ELEV. 62.75 DEL TA RADIUS LENGTH / 26 ° 25' 59" 716.20' 330.41 ' MINIMUM CONSTRUCTION CLEARANCE ZONE rn� +o inEd ,^� `O r/1 d +7.059 En TOP OF RAIL CONSTRUCT / ON PROFILE �4.6'_' 9'-0" (DIAGRAMMATIC) GENERAL NOTES I. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" DATED 2012 AND AMENDMENTS. 2. THE DECK OVERHANG RECONSTRUCTION HAS BEEN DESIGNED /N ACCORDANCE WITH THE FIFTH EDITION OF THE AASHTO LRFD BRIDGE DESIGN SPECI FI CAT IONS, 2010. J. CONCRETE FOR THE BRIDGE DECK OVERHANG SHALL BE CLASS 4000D, CONCRETE FOR BARRIER SHALL BE CLASS 4000. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A706 OR AASHTO M3I (ASTM A615). 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION. TEMPORARY SUPPORTS AND FALSEWORK SHALL BE GRADUALLY RELEASED TO PREVENT IMPACT OR UNDUE STRESSES IN THE STRUCTURE. 6. SEE BRIDGE AS —CONSTRUCTED PLANS FOR ADDITIONAL BRIDGE DETAILS. 7. ALL DIMENSIONS SHOWN ARE MEASURED HORIZONTALLY OR VERTICALLY UNLESS NOTED OTHERWISE 8. UNLESS OTHERWISE SHOWN ON THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF THE CONCRETE TO THE FACE OF REINFORCING BAR SHALL BE 2" AT ALL LOCATIONS 9. UNLESS NOTED OTHERWISE, MINIMUM LAP SPLICE LENGTHS SHALL BE AS FOLLOWS. #4 BAR = 2'—O" #4 BAR = 2'-0" 15 BAR = 2'—O" jg BAR = 2'-6" #6 BAR = 2'-0" t6VBAR = 3'-0" ,¢7 BAR = 2'-6" #8 BAR = 3'-3" 17©BAR = 3'-9" #9 BAR = 4'-2" #/0 BAR = 5-3" DENOTES EPDXY COATED BARS /11 BAR = 6'-6" ME? C �Avti�z� i I ?—to( 15 RAIL ROAD TEMPORARY CONS TRUC T I ON CLEARANCE DIAGRAM LOOKING SOUTHEAST ALONG TRACKS ELEVATIONS ARE AT LEFT EDGE OF BRIDGE AND ARE APPROXIMATE DA TUM N.A. V.D. 88 SURVEYED: .FS DRAWN BY: XYW DESIGN BY: XYW CHECK BY: SJW PROJMGR LRM • H= a r r e"w ,,, "'"' a n.e REFER TO ORIGINAL DRAWINGS FOR SIGNATURES AND SEALS CITY OF RENTON `u Public Wcrfo Department APPROVED FOR CONSTRUCTION BY: DATE: HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) BRIDGE LAYOUT- DECK OVERHANG RECONSTRUCTION DRAWING No, 4.01 PROTECT NO. 31796 FED AID NO. CM-10701007) DATE June. 2013 SHEET NO. 14 OF 44 1 CHANGE ORDER Y2- ADDED PROTECTIVE FENCING TOBRIDGE ABOVE FIR SJW D6114 NUMBER REVISION DESCRIPTION BY APP. DATE 68'— 6 " CURB TO CURB 68'-6" CURB TO CURB PEDESTRIAN BARRIER W/ BRIDGE RAILING TYPE BP ARRIER REINFORCING, SEE RA WINGS 4.03 — 4.05 — OVERHANG LEVEL 3'-6" 9 " h---#6'F© EACH EXIST J6 IN OVERHANG — ca #5T @ 1'— 6" 0.C. RESIN BONDED REBAR, SEE NOTES 3/4" V—GROOVE, TYP. 4" DIA. CONDUIT, SEE NOTES 6'-6" SIDEWAL DEMOLISH EXIST. CURB, "N RAIL, AND OVERHANG. 4� E (5)-114 EQUALLY SPACED 114 @ l '— 6 " D.C. ' PRESERVE AND PROTECT EXIST. I REINFORCING BARS EXTENDING I INTO OVERHANG. SEE NOTES. N2'-2 " EXIST. OVERHANG (9)T,5 x CONT� l '-2 " 3'-10 j2 " OVERHANG EXIST. WEB REINFORCING 32'— 6 " TO CONSTRUCTION m 1.59 �O v -• �� • � 57. MAX. (PER AS _ CONSTRUCTED PLANS) ------------- 3/4 " CHAMFER EXIST. 116 TRANSVERSE BARS ® 6" I I I I i EXIST. REINFORCED CONCRETE BOX GIRDER BRIDGE SECTION SCALE. • 1 " = 1 '-0" DECK RECONSTRUCTION NOTES 1. REVIEW AS —CONSTRUCTED DRAWINGS FOR EXISTING BRIDGE DETAILS. 2. NOTIFY ENGINEER IF EXISTING REINFORCING DETAILS SUCH AS SIZE, LENGTH, OR SPACING ENCOUNTERED IN THE FIELD DIFFERS FROM AS —CONSTRUCTED DRAWINGS. J. DEMOLISH EXISTING DECK OVERHANG USING EQUIPMENT CONFORMING TO THE REQUIREMENTS IN THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING STEEL REINFORCING PROTRUDING FROM THE BOX GIRDER INTO THE OVERHANG. 4. PROVIDE MIN. 53/4 " EMBEDMENT FOR RESIN BONDED REBAR. DRILL WITH 3/4 " DIA. BIT. OMIT RESIN BONDED REBAR AT CROSSBEAM LOCATIONS WHERE EXIST. 1118 EXTENDS INTO NEW OVERHANG. LOCATE AND AVOID EXISTING REINFORCEMENT. 5. THE DRILL EQUIPMENT SHALL BE EQUIPPED WITH A POSITIVE STOP LIMITING THE DEPTH OF THE DRILLED HOLE TO THE DEPTH SPECIFIED. 6. �E =EPDXY COATED REINFORCING STEEL 7. MOUNT 4" DIAMETER CONDUIT WITH STEEL FLUSH MOUNTED PIPE STRAP. PLACE PIPE STRAP AT 10' ON CENTER AND CONNECT WITH MIN. 3/8" DIAMETER RODS ATTACHED TO INSERT. PROVIDE ANVIL INSERT FIG. 282, UNISTRUT M26 SPOT INSERT, DAYTON—RICHMOND IASM OR APPROVED EQUAL. ALL COMPONENTS SHALL BE HOT —DIP GALVANIZED. PEDESTRIAN BARRIER W/ BRIDGE RAILING TYPE BP BARRIER REINFORCING, SEE DRAWINGS 4.03 — 4.05 — OVERHANG LEVEL —__\ 3'— 6 " 9„ "*_ — j6T@ EACH EXIST #6 IN OVERHANG — CO #5T© 1 '-6" O.C. 3/4" V—GROOVE, TYP. 4" DIA. CONDUIT, —� SEE NOTES (9)TJ5 x CONT7--Zl 3'-10 6'-6" SIDEWALK DEMOLISH EXIST. CURB, RAIL, AND OVERHANG. ,2'-2" EXIST. OVERHANG EXIST. CROSSBEAM REINFORCING (5)-114 EQUALLY SPACED - 114 ® 1'— 6" 0. C. PRESERVE AND PROTECT EXIST. /REINFORCING BARS EXTENDING // INTO OVERHANG. SEE NOTES. 32'— 6 " TO CONSTRUCTION m �j 1.5q v 59' MAX. (PER AS CONSTRUCTED PLANS) I 3/4 " CHAMFER EXIST. 116 AND 1118 TRANSVERSE BARS EXIST. REINFORCED CONCRETE BOX GIRDER BRIDGE SECTION @ CROSSBEAM B CROSSBEAM AT PIERS 2 AND 3 SCALE. • 1 " = 1'-0 SURVEYED: JFS • + BEN d . DRAWING NO. 4.02 DRAWN BY: XYW �4 pg x l� CITY OF RENTON HIGHLANDS TO LANDING ML PROJECT NO. 31796 DESIGN BY: XYW — Public warl<s Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: SJW HanmiGlobal Partner ,� FED AID NO. CM-1070(007) 10230 NE Points Drive APPROVED FOR CONSTRUCTION DECK OVERHANG SECTION DATE: June. 2013 PROJ MGR: LBM inn ° �,45633�ati� Phone: (425) 822-4448 �� L s S �� BY:4A DATE:SHEET NO. 15 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE Fax: (425) k.com 77 jONAL t�•�Pj�-( ///-/(—/ waw.otak.com E� 68'-6" CURB TO CURB PEDESTRIAN BARRIER W/ 6'-6" 32'-6" TO CONSTRUCTION � � � ALK BRIDGE RAILING TYPE BP- I #.SdLONGIT. ® 6" CTRS. MAX. > •." BARRIER REINFORCING, SEE _ r J44RREBAR DOWEL DRAWINGS 4.03 - 4.05 +� /' .1--DEM0L/SH EXIST. CURB ® 3'-0" CTRS AND RAIL 1. / J/4" CHAMFER / #AEBAR DOWEL 6 �4 Z-BAR AT 8" 6" ® 2'-0" CTRS. CTRS g" 4 ��// +/- l " EXIST. ,¢'6 TRANSVERSE ,gr5d® 8" O.C. BARS ®6" 6" VARIES (5X MAX. PER AS o ? 4COM��TRUCTED PLANS)IF --- - ------ l0" D t ,45 0 I'-0" CTRS. ---/*/ `#4®REBAR DOWELS ® 3'-O" EXCEPT AS FOLLOWS: • AT LUM/NARE LOCATIONS, PLACE I I OMIT REBAR DOWELS AT ONE DOWEL AT CL LUMINAIRE AND I'_II" 3 AT 10" CTRS. EACH SIDE, CROSSBEAM. SEE SECTION A • EACH SIDE OVERHANG FOR DOWEL REQUIREMENTS PLACE 2 DOWELS ON OF CROSSBEAM AT l'-0" CTRS I I EXISTING CONCRETE SURFACES TO ADJACENT TO CROSSBEAM (I BE /N CONTACT WITH NEW I� CONCRETE SHALL BE INTENTIONALLY ROUGHENED TO A (I II SURFACE AMPLITUDE OF.25". *DIMENSIONS AND DETAILS MOUNT 4" DIA. ARE SIMILAR TO SECTION A CONDUIT PER WSDOT 3 '- / 0 y2 " ( UNLESS NOTED OTHERWISE. STD. PLAN J-60. I3-00 OVERHANG I I I II EXIST. WEB I -----_--_ REINFORCING L -----------_ I _ EXIST. REINFORCED CONCRETE BOX GIRDER BRIDGE SECT / ON A SECT l ON ® CROSSBEAM B DECK RECONSTRUCTION NOTES SCALE' I" _ l'-0" — CROSSBEAM AT PIERS 2 AND 3 _ I. REVIEW AS -CONSTRUCTED DRAWINGS FOR EXISTING BRIDGE Z EXISTING CONCRETE SURFACES SHALL BE CLEAN AND FREE OF SCALE. • I DETAILS LAITENANCE PRIOR TO PLACEMENT OF NEW CONCRETE. 2. NOTIFY ENGINEER IF EXISTING REINFORCING DETAILS SUCH AS 8. SEE DRAWING 4.03 FOR SIDEWALK EXPANSION JOINT AND BARRIER SIZE, LENGTH, OR SPACING ENCOUNTERED IN THE FIELD DIFFERS DUMMY JOINT DETAILS. FROM AS -CONSTRUCTED DRAWINGS / 9. CL OF LUMINAIRE SHALL BE A MINIMUM OF 3'-0" AWAY FROM 3. DEMOLISH EXISTING CURB AND RAIL USING EQUIPMENT SIDEWALK JOINT. CONFORMING TO THE REQUIREMENTS IN THE SPECIAL PROVISIONS. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING STEEL REINFORCING PROTRUDING FROM THE BOX GIRDER INTO THE Isee " OVERHANG. ` 4. PROVIDE MIN. 4j" EMBEDMENT FOR REBAR DOWELS. DRILL WITH �a s_ "�� _",)A V J� 5/8" D IA. BIT. ROTARY HAMMER MAY BE USED. IF EXISTING '�" CONCRETE SURFACE IS DAMAGED AS DETERMINED BY THE �s � _ [� LL l 7�1 e o er 4 L� ENGINEER, CONTRACTOR SHALL USE A CORE DRILL AND SHALL CLYlcA �s.'i.."npeA �vr avknc Moo-e ROUGHEN SIDES OF HOLES PRIOR TO SETTING DOWEL. i �4J�a Vi 5. THE DRILL EQUIPMENT SHALL BE EQUIPPED WITH A POSITIVE AS 12�,1As • _ r STOP LIMITING THE DEPTH OF THE DRILLED HOLE TO THE DEPTH SPECIFIED. Q 1 6. ®= EPDXY COATED REINFORCING STEEL SURVEYED: JFS • ' �gN J. �� DRAWING NO. 4.02 DRAWN BY: RYW CITY OF RENTON HIGHLANDS TO LANDING �` w4r 1S 0 .Jl PROJECT NO. 31796 DESIGN BY: xvw & s Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) x•.��cueewnr FED AID NO. CM-1070 007) CHECK BY: SJW uefo a •nn APPROVED FOR CONSTRUCTION DATE: June. 2013 •,4�.3 DECK OVERHANG SECTION 1 MODIFIED SIDEWALK AND DECK OVERHANG DETAIL SJW 05114 PROJ MGR: LBM 1 I•""�¢ • ` SHEET NO. 15 OF 4_l NUMBER REVISION DESCRIPTION BY APP. DATE ru:I��-ten BY DATE. mw 101 2 - 1.5" DIA. PVC CONDUITS (SCHEDULE 40), PLACE WITH I" MINIMUM CLEAR AROUND EACH CONDUIT NOTES; I. OMIT 4" CONDUIT AND BRACKETS AS SHOWN ON DWG. 4.02 AND REPLACE WITH 2 - 1.5" DIAMETER CONDUITS AS SHOWN. 2. INSTALL DEFLECTION FITTING B PER DETAIL THIS SHEET FOR EACH CONDUIT AT EACH SIDEWALK EXPANSION JOINT AND DEFLECTION FITTING A PER DWG. 4.05 AT THE BRIDGE ENDS. J. JUNCTION BOXES FOR THE CONDUITS ARE NOT ALLOWED WITHIN THE LIMITS OF THE BRIDGE. 4. CONDUITS SHALL FOLLOW THE VERTICAL GEOMETRY OF THE BRIDGE AND SHALL NOT CONTAIN LOW SPOTS WHERE WATER COULD ACCUMULATE. THIS SHALL BE DEMONSTRATED TO THE ENGINEER PRIOR TO PLACING CONCRETE. LLL- .TYPICAL SECTION - - BR I DGE CONDUIT REVISION Y" PREMOLDED JOINT FILLER AT SIDEWALK EXPANSION JT. PER PLAN �" POLYSTYRENE FOAM. WRAP l TIME AROUND CONDUIT AND CONCRETE CONCRETE CONDUIT FITTING 0 1 " TIES ®2Y1 1 " WHERE CONDUIT IN A STRUCTURE IS ROUTED START/ - ACROSS A JOINT, WRAP CONDUIT PIPE FOR END 1 '-0" ON EACH SIDE OF JOINT PIPE WRAP TAPE SHALL BE 2" WIDE, 20 MIL. THICK, AND INSTALLED WITH A MINIMUM OF 1" OVERLAP NOTE,• B v LCONOU/T PIPE CONDUIT FITTING SHALL BE TYPE DX FOR DEFLECTION OF 30' AND J/4" MOVEMENT. CONDUIT DEFLECTION FITTING B • - HIGHLANDS PEDESTRIAN lWn"caba'Part�r CITY OF TO LANDING Title BRIDGE CONDUIT REVISION Date 07/30/14 CONNECTION Drawn S,1W RENTON Job No. 31796 Scale 1 /2" = 1'-0" SIDEWALK JOINTS WITH %2" PREMOLDED JOINT FILLER AT 24'-0" MAXIMUM SPACING. ALIGN 0 iv E Z A 3 0 / 3 / 0 0 / U 4) O a Y N s 0 s U E d M N CO I 0 N N 0 a Q) v 0 FL BACK OF PAVEMENT SEAT FACE OF GUARDRAIL 1 '-10" MIN. '- 6" MAX. (TYP.) BACK OF PAVEMENT SEAT 6" BEVEL BOTH ENDS TOP OF SIDEWALK TOP OF ROADWAY 210 RGS CONDUIT PIPES (TYP.) OR SEE WIRING SCHEDULE FOR CONDUIT SIZE - ,.3 " MAX. i oo�nnc GUARDRAIL CONNECTION TO PEDESTRIAN BARRIER SEE DETAILS THIS SHEET. P 17AW BLOCKOUT FOR CONDUITS �� EDGE OF DECK-J 4.0 VARIES - 6'-0" TO 9'-6" SECTION ADJACENT EXP. JOIN T" (TYP.) + DUMMY JOINT � DUMMY JOINT PEDESTRIAN BARRIER BARRIER CONTINUOUS BETWEEN DECK EXPANSION JOINTS. CONSTRUCTION JOINTS WITH SHEAR KEYS ARE PERMISSIBLE AT DUMMY JOINT LOCATIONS. FORM JOINTS BETWEEN DUMMY JOINTS SHALL NOT BE PERMITTED. 1— 2 B3 I #4 -� CONDUIT DEFLECTION FITTING A (TYP.) 3'-0" BLOCKOUT FOR CONDUITS S3 E 5 - 15 SPA. 9" ® 6" = 7'_6" B1 #5 ® 9" S4 #4 & FB-2-1 #4 ® 1 '- 6 " MAX. ELEVATION TOP OF DECK BOTTOM OF DECK [:S3l W115 © 9 " MAX. INSIDE BARRIER FACE WITH BARRIER JOINTS (TYP.) SEE PEDESTRIAN BARRIER DETAIL DRAWING 4.04 FOR DETAIL. PROVIDE 5 - 7/8 "0 ROCKET/KOHLER F-50, LANCASTER MALLEABLE, OR DAYTON/RICHMOND F-62 FLARED THIN SLAB FERRULE INSERTS OR APPROVED EQUAL (TYP). RESIN —BONDED _ ANCHORS MAY BE SUBSTITUTED. 3 j2 TOP of � SIDEWALK FOR RAILING ANCHORAGE DETAILS SEE DRAWING 4.06 AND 4.07 10" B4 #6 CONTINUOUS WITH 3'-8" MIN. SPLICE B2 I# I I FBT #4 CONTINUOUS WITH 2'-0" MIN. SPLICE (TYP.) 1j2 12 2-210 CONDUITS (WSDOT LIGHTING, C.O.R. LIGHTING) CONSTT, JOINT WITH ROUGHENED SURFACE - FORMED DECK EDGE E S4 I vjt— TAIL OF TRAFFIC BARRIER AND BOTTOM OF SOFFIT TO BE FLUSH — SEE OTHER PLAN SHEETS FOR DETAILS s 10 j2 " 8" * MIN. HEIGHT. PEDESTRIAN BARRIER HEIGHT MAY VARY IF REQUIRED TO PROVIDE A SMOOTH PROFILE. 1 '-6" 4" � TOP OF ROADWAY W-BEAM END SECTION DESIGN 'F" (SEE STD. PLAN C-7) OUTSIDE ELEVATION (WHERE SHOWN ON LAYOUT) 6'-6" SIDEWALK VERTICAL I B1 #5 N S3 T#5 `— FORMED BARRIER EDGE 314 " CHAMFER! OR %2" HALF ROUND DRIP GROOVE (TYP.) TYPICAL SECTION SHOWN ON BRIDGE -0.015FT/FT { �o -7- I I [� SURVEYED: JFS M v%.E1s J' #7 �s DRAWING NO. 4.03 DRAWN BY: XYW ls��, a � r d� CITY OF RENTON HIGHLANDS TO LANDING DESIGN BY: XYW co �� Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 CHECK BY: SJW FlanmiGlobalPartne( FED AID NO. CM-1070(007) 10230 NE Points Drive y APPROV Suite tees�5633D FOR CONSTRUCTION PEDESTRIAN BARRIER DETAILS 1 OF 3 DATE: June. 2013 PROJ MGR: LBM Erkkd►hington 98D33 ��'0 ti� ( ) aaL Gti SHEET NO. 16 OF 44 Phone: 425 az2-ems S BY: DATE: �/ NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 TONAL ~?i"1�' 7 < i �w.otak.com 021 �� . Ltscaw I Resolved_ __ YTLBLK LBHSE/L BACK OF PAVEMENT SEAT I FACE OF GUARDRAIL '—l0" M 2' 6 M (TYP.) BACK OF PAVEMENT SEAT BEVEL BOTH ENDS Z.1 TOP OF SIDEWALK — TOP OF ROADWAY 2"0 RGS CONDUIT PIPES (TYP.) OR SEE WIRING SCHEDULE FOR CONDUIT S/ZE— BRIDGE GUARDRAIL CONNECTION TO PEDESTRIAN BARRIER r SEE DETAILS THIS SHEET. L BLOCKOUT FOR CONDUITS EDGE OF DECK ONE EQUAL SPACE BTWN. VARIES — 6'-0" TO 9'-6" SIDEWALK EXPANSION JOINT CTION ADJACENT EXP. JOINT) � DUMMY JOINT I DEWALK A 4.0 � DUMMY JOINT e PLAN ° PEDESTRIAN BARR / ER BARRIER CONTINUOUS BETWEEN DECK EXPANSION JOINTS CONSTRUCTION JOINTS WITH SHEAR KEYS ARE PERMISSIBLE AT DUMMY JOINT LOCATIONS. FORM JOINTS BETWEEN DUMMY JOINTS SHALL NOT BE PERMITTED. BRIDGE 66"J" — I F— 2 ® #15 � A OY i CONDUIT DEFLECTION FITTING A (TYP.) BLOCKOUT FOR CONDUITS 2 ® y4 TOP OF DECK BOTTOM OF DECK 9, mi V115 ®9"MAX. B/ 5 ® 9" 3" S4 14 do �4 ® I'-6" MAX. MAX. ELEVA T I ON END OF PEDESTRIAN BARRIER SIDEWALK JOINTS WITH Y2" PREMOLDED JOINT FILLER AT THE FOLLOWING 7 2'-6" PROVIDE 5 — /8.. 0 ROCKET/KOHLER F-50. IDE BARRIER FACE LOCA TIONS: ANCASTER MALLEABLE, OR DA YTON/RICHMOND • CL PIERS 2 AND 3 F-62 FLARED THIN SLAB FERRULE INSERTS OR 4" 4 EQUAL SPACES IN SPANS I AND 3 APPROVED EQUAL (TYP). RESIN —BONDED (14 —3 +/) • 8 EQUAL SPACES IN SPAN 2 (15'-7� ANCHORS MAY BE SUBSTITUTED. • SIDEWALK EXPANSION JOINTS SHALL 3 Y2. + BE ALIGNED WITH BARRIER DUMMY JOINTS (TYP.) • SEE SIDEWALK JOINT DETAIL ON DRAWING 4.04 FOR DETAIL. TOP OF SIDEWALKI CAM I 0 TOP OF ROADWAY W—BEAM END SECTION DESIGN 'F" (SEE STD. PLAN C-7) OUTSIDE ELEVATION PEDESTRIAN BARRIER TO GUARDRAIL CONNECTION FOR RAILING ANCHORAGE DETAILS SEE DRAWING 4.06 AND 4.07 /nII ® #6 CONTINUOUS II " WITH 3'-8" MIN. SPLICE :�\ ® .44 1 B3 14 CONTINUOUS WITH 2'-0" MIN. SPLICE (TYP.)IY2 2-2"0 CONDUITS (WSDOT I2� LIGHTING, C.O.R. LIGHTING I CONST. JOINT WITH ROUGHENED SURFACE FORMED DECK EDGE ®�4 TAIL OF TRAFFIC BARRIER AND BOTTOM OF SOFFIT TO BE FLUSH SEE OTHER PLAN /O W SHEETS FOR DETAILS 8" 4 MIN. HEIGHT. PEDESTRIAN BARRIER HEIGHT MAY VARY IF REQUIRED TO PROVIDE A SMOOTH PROFILE. (WHERE SHOWN ON LAYOUT) 6'-6" SIDEWALK VERT I CAL I ® #5 N ©17,15 SEE OTHER PLAN SHEETS FOR DETAILS —0.0/5FT/FT I iO J/4" CHAMFEM OR Y2" HALF ROUND DRIP GROOVE (TYP.) TYPICAL SECTIONPEDESTRIAN BARRIER SHOWN ON BRIDGE SURVEYED: JFS DRAWN BY; XYW DESIGN BY: XYW CHECK BY: SJW PROJ MGR: LSM • , �gK J. ►7 iQ a. •489, c� °j •� q, m ei.. ., a 4613. , �IInWyNTQlAL', �� CITY OF RENTON Jl Pub90 Works Department APPROVED FOR CONSTRUCTION BY: DATE: HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) PEDESTRIAN BARRIER DETAILS 1 OF 3 DRAWING NO. 4.03 PROJECT NO. 31796 FED AID NO. C LI 701007) DATE June. 2013 SHEET NO. 16 OF 44 1 MODIFIED SIDEWALK AND DECK OVERHANG DETAIL 5.iW 05, 14 NUMBER REVISION DESCRIPTION BY AFP. DATE 3 0 / 3 0 / / 0 0 U U a / N .o r U E a tn N r 0 N N 0 a a 0 E TOP OF THRIE BEAM GUARDRAIL TOP OF SIDEWALK TOP OF BRIDG DECK TOP OF ROADWAr TOP OF ROADWAY END VIEW THRIE BEAM SHOWN WITH 'D" CONNECTION S3 T TOP OF W—BEAM GUARDR) TOP OF SIDEWALK TOP OF BRIDG, DECK I'lyi�b7/dll117/Cl7.7G61 REVISION DESCRIPTION END VIEW DUAL W—BEAM SHOWN WITH 'D" CONNECTION ALL DIMENSIONS ARE OUT TO OUT =EPDXY COATED REINFORCING STEEL B2 B3 F—B-4-1 ARE STRAIGHT BARS I 85' L lJ FB11 7 JJ Lw TOP OF W—BEAM GUARDR, TOP OF SIDEWALK TOP OF BRIDG DECK END VIEW W—BEAM SHOWN WITH "D " CONNECTION TOP OF SIDEWALK TOP OF BRIDGE DECK SIDEWALK JOINT DUMMY JOINTS NORMAL TO GRADE VIEW / A " PREMOLDED JOINT FILLER SIDEWALK REINFORCING STEEL NOT SHOWN FOR CLARITY. SURVEYED: JFS 116110 DRAWN BY: XYW DESIGN BY: XYW E, CHECK BY: SJW HanmiGiobal Partner 10230 R Points Drive PROJ MGR: LBM suite 400 Efld n lfuhington 98033 Phone: (425) 822-4446 FAX: (425) 827-9577 mrw.otak eom jtONAL .o OMIT DUMMY JOINT ON TL/10 cn l-c DUMM) SECT/ON DUMMY JOINT DETAIL CITY OF RENTON ML Public Works Department APPROVED FOR CONSTRUCTION M. DATE: /0 DUMMY JOINT 115 © 9" LACES B AND B2 #4 S SLIPFORM ALTERNATE SEE TYPICAL SECTION —PEDESTRIAN BARRIER FOR ADDITIONAL DETAILS THE CONTRACTOR IS ADVISED THAT THE SLIPFORM CONSTRUCTION METHOD IS A PATENTED PROPRIETARY PROCESS FOR BARRIERS WITH A FRACTURED FIN FINISH. #4 ADJUST 4ROUND BLOCKOUT 3" x 7" x 2'-0" BLOCKOUT IN SLAB TO ALLOW CONDUITS TO EXI T — 2" 0 CONDUIT WIPES OR SEE WIRING SCHEDULE FOR CONDUIT SIZE SECTION B \4.0 FOR DETAILS NOT SHOWN SEE "OUTSIDE ELEVATION" AND "TYPICAL SECTION — PEDESTRIAN BARRIER" * BLOCKOUT WIDTH MAY BE INCREASED TO 6" TO ALLOW CONDUITS OF A LARGER DIAMETER THAN 2 " TO EXIT BARRIER OR WALL WITHOUT REBAR STEEL CONFLICT HIGHLANDS TO LANDING DRAWING NO. 4.04 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) PEDESTRIAN BARRIER DETAILS 2 OF 3 DATE: June.2013 SHEET NO. 17 OF 44 LT LO O ui E 0 z 13 J ,_. E w 0 I N JUNCTION BOX SIZED PER TRAFFIC SIGNAL AND ILLUMINATION PLANS. LABEL JUNCTION BOX LIDS AS SHOWN (TYP.) - 10'- 0 " STEEL CONDUIT SECTION BETWEEN CONDUIT DEFLECTION FITTING A AND PVC CONDUIT IN CTAT11-MIA V CnOAA QA001C-0 LT THRIE BEAM OR W-BEAM GUARDRAIL 10'-0" MIN. TO 20'-0" MAX. END OF BRIDGE OR WALL STAINLESS STEEL COVER SCREWS (TYP.) SECURE CONDUIT AND BOX TO REBAR TO PREVENT MOVEMENT—, CONDUIT DEFLECTION FITTING A SEE DETAIL THIS SHEET N 10' STEEL CONDUITS STEEL CONDUIT TO PVC ADAPTORS IN STATIONARY FORM BARRIER WHERE PVC PIPE INSTALLED IN BARRIER LT ffl��&AA AM 91AF� %P CONDUIT EXPANSION FITTING (TYP. AT EXPANSION JOINT IF NECESSARY) INSIDE BARRIER FACE JUNCTION BOX & PULL BOX (TYP.) NEMA 4X STAINLESS STEEL WITH BOLT -ON LID OR EQUAL. SEE TRAFFIC SIGNAL AND ILLUMINATION PLANS FOR POLE LOCATION TYPICAL AT END OF MODIFIED PEDESTRIAN BARRIER END SECTION WHERE THRIE BEAM END SECTION "DESIGN F" STD. PLAN C-7o � JUNCTION BOX &BARRIER PANEL OR GUARDRAIL END SECTION "DESIGN D OR F" STD PLAN C-7 /S USED. FOR C.O.R. ILLUMINATION � JUNCTION BOX &BARRIER PANEL FOR WSDOT ILLUMINATION _(C.O.R.) �- BLOCKOUI I -OH L—STEEL CONDUIT TO PVC ADAPTOR IN CONDUITS STATIONARY FORM BARRIER WHERE CONDUIT DEFLECTION PVC PIPE INSTALLED IN BARRIER FITTING A STEEL CONDUIT SECTION BETWEEN CONDUIT DEFLECTION FITTING A AND JUNCTION BOX J'- 0 " LONG EXPANDED POLYSTYRENE SLEEVE AROUND CONDUIT. DUCT TAPE SEAMS AND ENDS TO SEAL AND PREVENT CONCRETE FROM BONDING WITH FITTING AND CONDUIT —\ CONDUIT PIPE SIZED PER WIRING SCHEDULE ° ° °'` ' ° \1 EXPANSION JOINT CONDUIT EXPANSION FITTING ' [44 ° , ° ° , ° ° 1 , 77''''', '° , , ° °,°,° . ° , BONDING JUMPER 1 " TIES N SPACE @ 2,9" MAX. CONDUIT EXPANSION FITTING CONDUIT FITTING - (TYPE AX FOR MOVEMENT OF -± 2'> AT BRIDGE EXPANSION JOINTS IF NECESSARY BUNDLE FB-11 #5 OR 38 #5 ADJACENT TO EACH END OF JUNCTION BOX (TYP.) 114 x J'-6" (TYP.) EL EVA TION 1 iTvo � -----1-1----- ` L — — — — — — — — — — — — — ---------- — — — — — — — — — :::::::-------- ::------------- --- —--—————————————————————————— — — — — —— we wAk 0=4 .1 M-0-, ff-M MP0,Md, MOMM"• k -3�11 � �� LABEL JUNCTION BOX COVER IN ACCORDANCE WITH STANDARD SPECIFICATION 9-29.2(4) AND SPECIAL PROVISIONS. ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCE BETWEEN ADJACENT DUMMY JOINTS IS 16'-0" OR GREATER, PLACE ADJACENT JUNCTION BOXES SYMMETRICALLY ON EITHER SIDE OF THE CENTER OF ONE DUMMY PANEL WHILE MAINTAINING 8'-0" MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. " PREMOLDED JOINT FILLER ZtCONDUIT SIZE PER WIRING SCHEDULE START WHERE CONDUIT IN ASTRUCTURE /S ROUTED n ricuv�v�uc� �virvi cic ACROSS A JOINT, WRAP STEEL CONDUIT PIPE SEE STANDARD PLANS WHERE CONDUIT /N A STRUCTURE IS ROUTED �,,,, ,, ,,,, ,,,, �.,,,, ,.,,,� „� ,,,,.,_ ,,,,,� ,.,,,.,, CONCRETE CONCRETEACROSS A JOINT, WRAP STEEL CONDUIT PIPE SECTION B FOR 1 -0 ON EACH SIDE OF JOINT. PIPE WRAP TAPE SHALL BE 2" WIDE, 20 MIL THICK, AND INSTALLED WITH A MINIMUM OF 1 " OVERLAP —7 • .o .c.•o:Po J" MIN., 6" MAX. (CONDUIT AND THREADS CAST OUTSIDE STRUCTURE) CONDUIT DEFLECTION FITTING WITH INTERNAL BONDING JUMPER V � e .o,.. D...D •ee• �% CONDUIT PIPE CONDUIT DEFLECTION FITTING A CONDUIT FITTING - TYPE DX FOR DEFLECTION OF JOo AND 3/4" MOVEMENT. PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE 1" TIES @ 2 1" 4 vi �4. G ^•vve v -y— �� jai`'+�.1i . 4 . .a FOR 1'-0" ON EACH SIDE OF JOINT. PIPE WRAP TAPE SHALL BE 2 " WIDE, 20 MIL. THICK, 3/4 " POLYSTYRENE FOAM. WRAP 1 X TIMES AROUND CONDUIT AND CONDUIT FITTING END AND INSTALLED WITH A MINIMUM OF 1 " 2 N STAINLESS STEEL OVERLAP MOUNTING TABS (TOP & BOT.) BUNDLE 2 B 15 DR 2 B8 115 JUNCTION BOX N 8 " x 8 " x 18 " NEMA 4X IN ADJACENT TO EACH END OF STATIONARY FORM BARRIER, ADJUSTABLE NEMA JUNCTION BOX (TYP.) JR IN SLIP FORM BARRIER. JUNCTION BOX CAN I BE RECESSED UP TO %8 ". 3/8 "0 POLYETHYLENE CONDUIT PIPE OR COPPER PIPE DRAIN CONDUIT DEFLECT/ON FITTING B CONDUIT FITTING - TYPE DX FOR DEFLECTION OF JO* AND 3/4- MOVEMENT. CONDUIT PIPES PLACED THROUGH RETAINING WALL PEDESTRIAN BARRIER SHALL BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120'. THE DEFLECTION FITTINGS SHALL BE PLACED AT THE PEDESTRIAN BARRIER OPEN JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING. SECTION (o'A SURVEYED: JFSDRAWING NO. 4.05 DRAWN BY: XYW �4 pF "fir t CITY OF RENTON HIGHLANDS TO LANDING `� �� '�' ►.Il PROJECT NO. 31796 DESIGN BY: XYW Public works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: SJW HanmiGlobal Partner A , FED AID NO. CM-1070(007) 10230 NE Points Drive APPRO D F R CONSTRUCTION PEDESTRIAN BARRIER DETAILS 3 OF 3 DATE: June. 2013 Suite 400 0 4.5633 ti� PROJ MGR: LBM mod, ssshin&n 9 *&Jt 4� Phone: (425) 822-447 •L s �� BY: DATE:001�1 SHEET NO. 18 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) k.com 77 jONAL �nn►.otak.com END SECTION VARIES TYPICAL INTERIOR SECTION (VARIES), 20'-0" MAX. E a N co i d- 0 N N O CD a a 0 0 FL PERMISSIBLE JOINT IN TOP RAIL BEND BEFORE ANODIZING SEE "END DETAIL" ON DRAWING NO. 4.07 - 2„ 3 Y2 " DRIVE PIN 18 � RESIN BONDED ANCHORS OR ANCHOR BOLTS M 6" 2" BALUSTER SPA. 8 MAX. DIVIDED EQUALLY) NCHOR SPA. 1 '-4 " MAX. R = 7,9" (SEE NOTE) 4" 1 4 ", BALUSTER SPA. © 8 " MAX. RESIN BONDED ANCHORS OR ANCHOR BOLTS 8" 8" ANCHOR SPA. @ 1'- 4 "MAX. 6" + "E" (SEE NOTE) PARALLEL TO GRADE (TYP.) -� TOP OF ROADWAY AT CURB LINE ELEVATION BALUSTER AND GUARDRAIL SECT/ON ATTACHMENT DETAILS NOT SHOWN TYP. EACH END BALUSTER FOR ALL RAIL SECTIONS. RESIN BONDED ANCHORS OR ANCHOR BOLTS (BURR TUQg-e n 16 rTgr? EXPAN BAL US FOR T (TYP.) 4 J-a 8" BALUSTER & ANCHOR SPACINGS SHOWN ARE MAXIMUM ALLOWABLE. VARY AS NECESSARY ADJACENT TO BRIDGE EXPANSION JOINTS. SEE "GENERAL DETAIL " THIS SHEET. C DUMMY JOINT NORMAL TO TRAFFIC OR GRADE (TYP.) ( PEDESTRIAN BARRIER — — — — — — H- 13/8 " 0 HOLE THROUGH COVER iE & EXTRUDED CHANNEL (TYP. EACH BA US TER) " TYP. EXCEPT A T EXP. JT. NOTES 1. PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED CHANNELS SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS LESS THAN 200'. THESE ITEMS MAY BE HEATED TO NOT MORE THAN 400'F FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE. 2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIAL SPECIFICATIONS SHALL BE PROVIDED IN THE SHOP DRAWINGS FOR ALL COMPONENTS. J. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4. WELDING OF ALUMINUM SHALL CONFORM TO STD. SPEC. SECTION 9-28.14(3). 5. ALL ALUMINUM PARTS SHALL BE GIVEN A CLEAR ANODIC COATING OF AT LEAST 0.0006" THICK AND SEALED TO MEET THE REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH. 6. PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE. a PROVIDE EXPANSION RAIL SPLICE AT TRAFFIC BARRIER EXPANSION JOINTS. RAIL SPLICE JOINTS ARE NOT REQUIRED AT TRAFFIC BARRIER DUMMY JOINTS. LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. NOTE.• "E" DIMENSION SHALL BE EQUAL TO OPENING OF TRAFFIC BARRIER EXPANSION JOINTS. SURVEYED: JFS . , *Ert J. �t :; �- DRAWING NO. 4.06 DRAWN BY: XYW tiw4�wpF *t�lO ru CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796 DESIGN BY: XYW s' — Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) HanmiGlobal Partner CHECK BY: SJW 10230 NE Points Drive �+ APPRO D OR CONSTRUCTION DATE: June. 2013 Suite 400 p 45633 ,� BRIDGE RAILING TYPE BP DETAILS 1 OF 2 P ROJ M G R: L B M Mdod, Irashington gM rb$, L I ' Phone:((42)) 822-4446 OVAL �1 BY: DATE: 040/ SHEET NO. 19 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: 425 827-8577 r e3®�� www.otak.com � ANCHOR BOL TS OR RFSIN RONDFD ANCHORS a N CO I 0 N N 0 a 0 FL %8 " Ab TO EN (WELD %32" RADIUS AT TOP & SIDES - %8 " ALUM. IL FULL WIDTH OF EXTRUDED CHANNEL - MA TERIA L PART SPECIFICATION ASTM B 221- 6005-T5 OR 6005A-T5 Z PIPES ASTM B 241 ORB 429 6061-T6 j EXTRUDED CHANNELS, ASTM B 221- 6005-T5 Q COVER PLATES &BAR STANDARD SPECIFICATION SECTION 9-06.5 4 ANCHOR BOLTS, (GALVANIZE /N ACCORDANCE WITH A,4SHT0 NUTS &WASHERS SPECIFICATION M 232) W STRIP ASTM A 36 DRIVE PINS ASTM A 276 TYPE 302 STAINLESS STEEL DETAIL DRAIN HOLES NOT SHOWN COVER PLATE EXCEPT AT %4" �j8 DRAIN HOLE EXTRUDED CHANNEL TOP OF CONC. TRAFFIC BARRIER POLYURETHANE OR SILICONE SEALANT (COLOR TO MATCH ALUMINUM RAILING) ' BALUSTER RA/LING &BALUSTER 3/8 „ 0 8 DRIVE PINS SECTION OPTION j 1 S2 " 0 STD. PIPE RAILING �2 "0 STD. RAILING SPLICE EXTRUSION. DRILL 3/8" 0 HOLE FOR 3/8" 0 DRIVE PIN AT LOCATION SHOWN. 3/8 " MIN. 9/6 " MAX. 318 " 0 DRIVE PINS 3/6 " MIN. 3/8 " MAX. 1 "0 STD. PIPE BALUSTER w WE 13 LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. 3/4 „ C RESIN BONDED ANCHORS FILL WITH 1 " 0. D. WASHERS AS NECESSARY TO ADJUST TOP OF RAIL TO A SMOOTH PROFILE - TOP OF TRAFFIC BARRIER —� 6 " EMBEDMENT FOR ANCHOR BOLTS (FOR RESIN BONDED ANCHORS USE MFG'S RECOMMENDATION.) - 3/32 „ (TYP., TRIM TIPS AT WASHER POLYURETHANE OR SILICONE SEALANT. COLOR TO MATCH ALUMINUM RAILING TACK WELD 3 SIDES EACH HEAD I RAILING &BALUSTER " 0 STD. PIPE RAILING 2 "0 STD. RAILING SPLICE EXTRUSION. DRILL 3/8 " 0 HOLE FOR 3/8" 0 DRIVE PIN AT LOCATION SHOWN. BAR 3/r 6 x 1 x 0'-1 3/8 :Q'D. PER PIPE RAILING E) r PIPE ,BALUSTER sEcnoN a OPTION xz 4_. o LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. BASE & BALUSTER 3 /" 4 �/8 „ I �/8 „ STEEL STRIP 2 x %a x 0'-3 ---/ SECTION 3/4 DRILL 13/8 "0 HOLE THROUGH COVER PLATE & EXTRUDED CHANNEL AT EA. BALUSTER. COVER PLATE f—R = %32 " (TYP.) BOTTOM EXTRUDED CHANNEL - z 1 A 3/6" 970 HOLE AT INTERIOR SECTIONS OR " x �/8" low 1 TYP.) SLOTTED HOLE (FOR LONGITUDINAL ADJUSTMENT) AT END SECTIONS AND AT SECTIONS IMMEDIATELY ADJACENT TO EXPANSION JOINTS. I � i j! 3/8 "O RESIN BONDED ANCHOR (5" MIN. EMBEDMENT) WITH STD. NUT & 3/8" STD. WASHER OR 3/8 "O x 7X " ANCHOR BOLTS. 3/8"0 x 7,9" ANCHOR BOLTS WITH STD. NUT & 1" 0. D. WASHER, THREADED 10 N.C. 1%8 " LONG. (ALTERNATE TO 3/8 "O RESIN BONDED ANCHORS) B ANCHOR BOLTS SHALL BE POSITIONED IN A JIG DURING WELDING. SURVEYED: JFS :s DRAWING NO. 4.07 DRAWN BY: XYW ��,4�0� � l�l "R CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796 DESIGN BY: XYW � '� Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: SJW HanmiGlobal Partner FED AID NO. CM-1070(007) 10230�tPoints e 400 �`ve�° 45633 ti�� APPR D FOR CONSTRUCTION BRIDGE RAILING TYPE BP DETAILS 2 OF 2 DATE: June. 2013 PROJ MGR: LBM r $�L = o IOrkland, Washington 98033 0 � Phone: (425) 822-4446 SHEET NO. 20 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 BY: DATE:0/� www.otak.com t _I LIGHTING BRACKET JUNCTION BOX rj % / I L- f V •V/ I VI \ t L-f I ! i-. 9 1—/" 1 'n" I I W" LUMINAIRE POLE X & PULL BOX 8" x 8" x 1'-6" UNLESS STEELE (TYP.) 'IER TOP OF BRIDGE DECK 3/8 " 0 POLYETHYLENE OR COPPER DRAIN PIPE FORM FACE OF BARRIER FLUSH UNDER SUPPORT ELBOW BASE PLATE. APPLY EPDXY BONDING AGENT TO SURFACE TO ASSURE UNIFORM BEARING SURFACE SEE STANDARD SPECIFICATION SECTION 9-26.1 1 "0 RGS CONDUIT PIPE & CAP 1 70 H.S. BOLT THREADED FULL LENGTH WITH HARDENED LOCK WASHER AND HEAVY HEX NUT (TYP.). SEE STANDARD SPECIFICATION SECTION 9-29.6(5). 6" MIN. EMBED. 1 f-0» S21 NOTE.• ALL CONDUITS SHALL BE RIGID GALVANIZED STEEL (RGS). INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END OR PROVIDE DRAIN AT ALL LOW POINTS WITHIN CONDUIT RUN. SEE "TRAFFIC BARRIER SHEETS" FOR BARRIER DIMENSIONS. TRAFFIC I 1'-6" STAINLESS JCRON BOX r^^� 8 7f x 8"'x 1 6 7f 1J NEMA 4X STAINLESS FACE OF BARRIER STEEL JUNCTION BOX POLE BASE PER STD. o PLAN J-28.45 -� GALVANIZE PER AASHTO M 1 1 1 1 /6 " 0 HOLE (TYP.) LIGHTING BRACKET F STD. PLAN J-28.45 ELETATIOIT PROFILE LUMINAIRE SUPPOkT SHOWN FOR BRIDGE LUMINAIRE STA. 2 lilt/VLJVI / PLAN TIGHTEN ANCHOR IT BETWEEN BOLT HEAD AND HEX NUT/LOCK WASHER (TYP.) ANCHOR E 1 x 13 x 1'-1 (ASTM A36) TOP OF / BRIDGE DECK MMV SECTION ('A' - SEE PEDESTRIAN BARRIER SHEETS FOR INFORMATION NOT SHOWN. ANCHORAGE BARLIST MARK SIZE LENGTH BEND TYPE [AKTI 6 1 '-9" STRAIGHT iKi T 6 5'-0" j STRAIGHT SURVEYED: JFS • , BEN J . I :; �— DRAWING NO. 4.08 DRAWN BY: XYW w4 uF "fir CITY OF RENTON HIGHLANDS TO LANDING DESIGN BY: XYW Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT317 FED AID NOO.. GM-1070( 007) CHECK BY: SJW HanmiGlobal Partner r 10230 NE Points Drive APPROVED FOR CONSTRUCTION DATE: June. 2013 suite r 45633 �� '/,/ TRAFFIC BARRIER LUMINAIRE ANCHORAGE DETAILS PROJ MGR: LBM IGdde: 425) 822 4446 vv tpaALstiff ®/® Phone: (425} 822-4448 � �� a� BY: DATE: / SHEET NO. 21 OF 44 FAX: (425) 827-9577 IDATAL NUMBER REVISION DESCRIPTION BY APP. DATE www.otakcom -- 4A U-1. 1 Resd�ea -- TRBLK LBYSEAL SJWSEAL 8 E q LIGHTING BRACKET ANCHORAGE 3'-O" MIN. A 1 '0 RGS I -CONDUIT PIPE 22 16 J / � ANCHOR J/ S3® B1 AND CE BARS THAT OCCUR /N THIS AREA ARE TO BE ELEVATION MOVED TO THE NEAREST EDGE OF THE ANCHOR PLATE. rimiii ANCHOR PLATE GALVANIZE PER AASHTO M 111 - LUMINAIRE CONNECTION HEIGH REVISION DESCRIPTION LUMINAIRE POLE - LIGHTING BRACKET PER STD. PLAN J-28.45 — 1 46" 0 HOLE 'YP.) q JUNCT/ON BOX JUNCTION BOX & PULL BOX 8" x 8" x 1'-6" NEMA 4X STAINLESS STEELE (TYP.) TOP OF BARRIER FORM FACE OF BARRIER FLUSH UNDER SUPPORT ELBOW BASE PLATE. APPLY EPDXY BONDING AGENT TO SURFACE TO ASSURE UNIFORM BEARING SURFACE. SEE STANDARD SPECIFICATION SECTION 9-26.1 _ 170 RGS CONDUIT PIPE & CAP--- 1 "0 H.S. BOLT THREADED FULL LENGTH WITH HARDENED LOCK WASHER AND HEAVY HEX NUT (TYP.). SEE STANDARD SPECIFICATION SECTION 9-29.6(5). OF BRIDGE DECK Q 6" M/N. EMBED. 1 II A B1 2 Ej #6 TIGHTEN ANCHOR k! BETWEEN BOLT HEAD AND HEX NUT/LOCK WASHER (TYP.) ® 16 ANCHOR TL' 1 x 13 x 1'-1 O (ASTM A36) TOP OF BRIDGE DECK Q 53 0 SECTION A RGS CONDUIT PIPE. SEE PEDESTRIAN BARRIER SHEETS FOR 2'0 OR SEE WIRING \_�31a- 0 POLYETHYLENE NOTE.- INFORMATION NOT SHOWN. SCHEDULE FOR SIZE. OR COPPER DRAIN PIPE ALL CONDUITS SHALL BE RIGID GALVANIZED STEEL (RGS). (WSDOT LIGHTING, INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END C.O.R. LIGHTING, C.O.R. OR PROVIDE DRAIN AT ALL LOW POINTS WITHIN CONDUIT RUN. ITS) SEE 'TRAFFIC BARRIER SHEETS" FOR BARRIER DIMENSIONS. HANDHOLE TOWARD TRAFFIC SIDE J-B0X CONDUIT PER WIRING SCHEDULE TRAFFIC BARRIER - 8" x 8" x 1'-6" NEMA 4X STAINLESS STEEL JUNCTION BOX POLE BASE PER STD, PLAN J-28.45 LUMINAIRE o STA. rc� ELEVATION PROFILE LUMINAIRE SUPPORT SHOWN FOR BRIDGE SURVEYED: JFS • I 24 DRAWN BY: XYW DESIGN BY: XYW CHECKBY: SJW IOtlI R P.61. 0.1.. PROD MGR: LBM ''P4 r¢ Ivs) m.en ... M.t® 20 CONDUIT - we cy3rylYyu0is 8" x 8" x 1'-6" NEMA 4X STAINLESS STEEL ✓ NCTION BOX `^ ` - p fJ i. �c v_ Pecjl Ste- V _qzG L for AS - su'kks. J •� CITY OF F ENTON "II Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: OF BARRIER ANCHORAGE BARLIST MARK # SIZE LENGTH BEND TYPE Al 6 1'-9" STRAIGHT ® 6 5'-0" STRAIGHT HIGHLANDS TO LANDING DRAWINGNo, 4.08 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) TRAFFIC BARRIER LUMINAIRE ANCHORAGE DETAILS DATE: June. 2013 SHEET NO. 21 OF 44 jREF_L�_ Lts<ale: I Resmwa n UILK ^-- LBNSFJL vnsFx STEEL CAP CONNECTED WI TH y" SET SCREW — 2" MIN. D I AMETER STEEL PIPE, TOP AND BOTTOM - PIPE 3 STD. FENCE POSTS PLACED TO M 1 SS LUMINAIRE BASES HAND HOLE IN LUMINAIRE I d I I I I CONTINUOUS J" STEEL PLATE WELDED I V TO FENCE POST AND ATTACHED TO I RA I L l NG ANCHOR BOLTS I � � I I � I I LUMINAIRE BASE BEYOND r L 1 J \ 1� \ �1 POST STRAP WITH BEVELED PLATE WASHERS AND RESIN BONDED ANCHORS "l CorYl r7'i�vr{S i I Z-1i, f I 9 G, EXTI 0 CO PEDESTRIAN BARRIER T YP l CAL SECT l ON BOTH SIDES c;i t'I� aecL o,, - ' —7 neQA5 4b TYICAL BRIDGE RA II LI NG BP ANCHOR PL A N SPACING ,A THROW FENCE NOTES I. CHA I N LINK FENCE SHALL BE VINYL COATED BLACK- 1 PROVIDE RESIN BONDED ANCHORS PER SPECIAL PROVISIONS ALL OTHER STEEL SHALL BE GALVANIZER AND PAINTED BLACK AFTER FABRICATION. 2. STEEL PIPES SHALL CONFORM TO ASTM SPECIFICA TIO A53 GRADE B. OTHER STEEL SHALL CONFORM TO ASTM A36. J. PROVIDE DETAILS OF PROTECTIVE FENCING SUCH AS LONGITUDINAL PIPE CONNECTIONS, STRETCHER BAR, J AND CHAIN LINK MESH CONNECTIONS TO ENGINEER 1 FOR APPROVAL. 4. PERFORM WELDING IN ACCORDANCE WITH A WS DI.I WITH WELD METAL STRENGTH OF 70 KSI MINIMUM. 5. SEE SPECIAL PROVISIONS FOR RESIN BONDED ANCHOR, REQUIREMENTS. 6. DRILL HOLES FOR ANCHORS WITH A J" DIAMETER BIT, ROTARY HAMMER. IF CONCRETE /S DAMAGED AS DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL USE A CORE DRILLING AND SHALL ROUGHEN TH8 SIDES OF THE HOLE PRIOR TO SETTING ANCHOR. Z RAILING CONCRETE SHALL ATTAIN FULL DESIGN STRENGTH PRIOR TO INSTALLING ANCHORS. 8. RADIUS OF CURVATURE OF BRIDGE IS APPROXIMATELY 756.4' AT � BARRIER. COORDINATE GEOMETRY OF PLATE WITH GEOMETRY OF BARRIER AND RAILING. OMIT WASHERS WHERE CONFLICTING WITH PLATE. COORDINATE W I TH RAILING FABRICATION AS NECESSARY DIA. RESIN BONDED ANCHORS IIN/MUM 5" EMBEDMENT COORDINATE FABRICATION OF CONTINUOUS PLATE WITH BARRIER AND RAILING GEOMETRY. SEE NOTE 8. JT 7'-1 3/4 " //4 TOTAL) Q W � J � 2W - 2Wm ov 2r1a _ L w O m U Q ~ 2- W �1 PLATE MAY BE SPLICED BETWEEN RAILING W ANCHOR BOLTS AND AT LEAST 2'-0" FROM POSTS. WELDING IS NOT REQUIRED, ENDS SHALL BE ABUTTED WITH NO GAPS SURVEYED: DRAWN BY: SJW DESIGN BY: SJW CHECK BY: LBM PROJ MGR: LBM • , P1°10f wee.n. rY.l n� f��L1r rmTusl rn-nn CITY OF RENTON Public Works Deportment APPROVED FOR CONSTRUCTION BY: DATE: HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) THROW FENCE DETAILS DRAWING NO. PROJECT NO. 31796 FED AID NO. CM-107. 007) DATE: AUG 2014 SHEET NO. _ OF_ 1 FIELD WORK DIRECTIVE BA -THROW FENCE SJW OW14 NUMBER REVISION DESCRIPTION 1 BY APP. DATE 160'-9" MODIFIED SINGLE SLOPE TRAFFIC BARRIER BARRIER TO GUARDRAIL CONNECTION S E a LO N co I 0 N N 0 a Q i3 0 C _-- - ° ` EXIST. BRIDGE COL UM �� COL UMN EXIST 3 0 �, AND FOOTING,TYP 4 HOOPS 4 BRIDGE COLUMN © 1 6 " HOOPS 9 " � 7 ` NOTCH BARRIER AT COLUMN WHERE REQUIRED. 1%2" EXPANDED POLYSTYRENE BETWEEN C #5 X CONT. BARRIER COLUMN AND i BEGIN BARRIER 47.68 LT. � U) I z � 03 T ' CA T � C)?', '; -;u o LUMINAI MOUN�,ED ON a ;f d Qn TOP Of BARRIER, `r 3 C) LOCATIONS. IL An r\ r �4 t t t t t s 65+00NE y} f � t 1 s. 3 �t CONSTRUCTION t TOP OF ROADWAY EXIST 3'-0" 0 COL UMN --` ANCHOR ROD ASSEMBLY PER C. 0. R. STD. PLAN 117.2 Q, n„ 10 - #5 x CONT. END 2" SHY OF COLUMN AS NECESSARY �9rN/C17J� SCALE: %2" = 1,-0), #4 HOOPS (OR 2 - U-BARS) ® 1 '-6" OR AS SHOWN IN SECTION VIEW • • • -• 6r%wSCALE IN FEET 66.1-00 EXIST. 3'-0" 0 COL UMN 5 - #8 x 9'-0" CENTERED ON COLUMN WHERE BARRIER BLOCKOUT REQUIRED \-VERTICAL BACK SINGLE SLOPE 10 - #5 x CONT END 2" SHY 2'-0" 01- CONCRETE BARRIER OF COLUMN AS NECESSARY BLOCKOUT AT COLUMN WHERE REQUIRED SECTION SCALE. %2" = 1'-0 11 0 END BARRIER + T 5_.S 47.51' LT. BTM. OF BARRIER BACK OF BTM. OF SIDEWALK BARRIER #8 X 9'-0" (WHERE BLOCKOUT REQUIRED AT COLUMN) AND #5 X CONT SECTION / li SCALE. %2" = 1'-0" #4 HOOPS 4 - #4 © 1 '- 6 " HOOPS © 9 " BACK OF SIDEWALK #8 X 9'-0" AND 115 X CONT. �/- 114 HOOPS (OR 2 - U-BARS) @ 1'-6- OR AS SHOWN IN SECTION VIEW (2 COL UMN SECTION SCALE.• %2" = 1 '-0" 1. MODIFIED SINGLE SLOPE BARRIER SHALL BE CAST —IN —PLACE, EXIST. 3'— 0 " 0 BRIDGE COLUMN 2. ANCHOR RODS FOR LUMINAIRE SHALL BE CAST INTO BARRIER. #5 X CONT. 'TAPER BARRIER 4-#5 X 2'-0" 8.1 EACH SIDE SURVEYED: JFS DRAWN BY: XYW DESIGN BY: XYW CHECK BY: SJW PROJ MGR: LBM • , x J, #7 �� o� w HanmiGlobal Partner 10230 NE Points Drive r Suite m 0 It �'� �d, ea�b;aeton s � roe �° Phone: (425) 822-4446S, AL 3 �1 FAX: (425) 827-9577 jONAL �...� mnr.otak.com :; CITY OF RENTON Public Works Department APPD FOR CONSTRUCTION gY: DATE: /� / T�fF HIGH LANDS TO LAN D I N G PEDESTRIAN CONNECTION PROJECT CM-1070(007) MODIFIED SINGLE SLOPE BARRIER PLAN AND DETAILS DRAWING NO. 4.09 PROJECT. 317 FED AID NOO. CM-1070( 007) DATE: June. 2013 SHEET NO. 22 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE BEGIN GABION WALL 1 STA. 53+99.77, 53.65 LT. Ra'"W'RE IMIN I 1 ,f f f� Eff 54+00 F CITY R/W _. 777T ,w/7777- Z -T-Ww L-UMINAIRE - 501 NDATION, T YP. SEE SIGNAL- ��- AND ILLUMINATION PLANS. FOR` OUNDATION_,, , - - -DETAIL---., _ - - - _ _,ERONT FAL`E OFwWALL _ = WALL-- _. CONTRUL -L.TNE LAY ..OUT BASED - - _ 0 - -0N-- 40A1iWAY AND WALE .SECTION ' _ Z L f M ri ---Z- --- ,---------------�- ---__ - ___- �v.�j --- in uwwwvvvv�0 =w — �— � � _......_...,...... .............. i irk �—.._»µ,_...,.,,.,.--"--v.....�,.........,._� as„�... ,�,..............._.,..._,....,....._.,�m............,.,....,,.e.,.�...._....e..A...,..�..._. _...__..._.::;u�..,_.....W,._....... Ff m GEI 2 M tf O l� 1 i f CONSTRUCTION t WALL PLAN GAB/ON WALL 1 / 7 f r NE PARK DRIVE 55+00 s 318'-O" 50'-0" GABION HEIGHT (H) = 3'-O" 50'-0" 50'-0" 'p D O Q o n TOP OF GABION (T 0. G.) A T O. 44. 34 CD r z (c.) m z m TOP OF SIDEWALK ELEV. 40.75 _ _ M m z ELEV. 37.11 (T.O.G.) -- _ — _' co ® — .� �i _ — �" FINAL GRADE WITH LEVEL (n BOTTOM OF GABION BENCH AT FRONT FACE OF WALL D N . 0+00 1+00 1+40 DISTANCE ALONG WALL I I I I I I I I WALL ELEVATION LOOKING AT BACK OF WALL * PLAN STATION & OFFSET MEASURED TO WALL CONTROL LINE * SEE ELEVATION FOR WALL HEIGHT * WALL CONTROL LINE M ELEV. TOP OF GABION GABIONS, PER WSDOT STD PLAN D-6---_ WALL 1 NOTES 1. LOCATIONS AND ELEVATIONS OF EX/STING BURIED UTILITIES ARE APPROX/MATE. CONTRACTOR TO COORDINATE WITH UTILITIES TO OBTAIN ACCURATE LOCATIONS AND ELEVATIONS OF EACH UTILITY PRIOR 70 SUBMITTING WALL SHOP DRAWINGS. 2. ENGINEER SHALL ACCEPT WALL FOUNDATION SUBGRADf PRIOR TO WALL CONSTRUCTION. LEGEND Q GEOTECHNlCAL BORING BLACK VINYL COATED TYPE 4 CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-02 14 U-BAR WITH 1'-0" LEGS, EACH POST 4" 4 " SCH 80 PVC SLEEVE. EMBED INTO GABION 1'-0" MIN. FILL VOID WITH SAND * LEVEL o BENCH 1,-0„ EXISTING GROUND \ \ \ i SEE SHEET 6.02 FOR CONDUIT BENEATH GABION WALL SECT/ON GABION AND FENCE SIDEWALK /- C.S.B. C 1 .l EXISTING GROUND / ACKFILL EXCAVATION WITH C. S. B. C APPROXIMATE LIMITS OF EXCAVATION CONSTRUCTION GEOTEXTILE FOR SEPARATION, FULL HEIGHT OF GABION AND BELOW SIDEWALK SURVEYED: JFS • , %%1,11 d , A,I ;; �-- DRAWING NO. 5.01 DRAWN BY: XYW �4 0 wa,j is CITY OF RENTON HIGHLANDS TO LANDING DESIGN BY: XYW '� Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 CHECK BY: SJW HanmiGlobal Partner FED AID NO. CM-1070(007) y 10230 NE Points Drive APPROVEP FOR CONSTRUCTION GABION WALL 1 PLAN AND ELEVATION DATE: June. 2013 PROJ MGR: LBM �� tee 4�$ 91Tfl33 ° 45633 ��1� { )+ $A' >c Csti /� �i SHEET NO. 23 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE Phone: 425 27-95776 S �� BY: ) DATE: ?° �! FAX: (425) 827-9577 jONjAI, � ., www.otak.com n i Z M M M C0 eTM ■ ■ . i 0 rT XIST. 12!!O-S'rORM 1 _ . _ _ -.. ---- rFR-ONT-FACE---OF -WA-LC - C4NF'OLLIVE L AY OUT BASED ---,ON-ROADWAYAND'-WALL-SECTIQIVS _ - .-- -� n ,�__ - - - _ - - E7�lD GABION WAIL -~1- _ _ _. _ _ LUMIL�AIRE FOUNDATION TYP SEE�SiGIA4L' - _ _ - - - - 4NDaLLtJMl A7/ON_P4AlS -FflR FOUND TIOl1l ST/�,�.. 5Z_..+-1 J-7,-�-,-6. 98- Li:-�_ -DETAIL. = = -- - - - - = - - - - - - _ - _ _ _ _ � _ .- . END FENCE AT BRIDGE e . / I f _ 1 r z z ---- 50'-0" 50 )-0)) # # } a 1 TION {` 56+00 � WALL PLAN GAB/ON WALL 1 318'—O" GABION HEIGHT (H) = 3'-0 B = 3'-0" 50'-0" TOP OF GABION (T. 0. G.) TOP OF SIDEWALK ELEV. 56.27 (TOG ) (rO.G.) --------------------------------------------\\--BOTIOM OF GABION h� FINAL GRADE WITH LEVEL BENCH A7 FRONT FACE OF WALL EXISTING 12" STORM. APPROX. PIPE lE = 40.1 SEE NOTE 7. 3+00 WALL ELEVATION LOOKING AT BACK OF WALL WALL 1 NOTES 1. LOCATIONS AND ELEVATIONS OF EXISTING BURIED UTILITIES ARE APPROXIMATE. CONTRACTOR TO COORDINATE WITH UTILITIES TO OBTAIN ACCURATE LOCATIONS AND ELEVATIONS OF EACH UTILITY PRIOR TO SUBMITTING WALL SHOP DRAWINGS. 2. ENGINEER SHALL ACCEPT WALL FOUNDATION SUBGRADE PRIOR TO WALL CONSTRUCTION. LEGEND GEOTECHNICAL BORING i. S � c 4 ELEV. 61.71 (T. 0. G.) 4+00 SURVEYED: JFS • , *SN J. j 9:► DRAWING NO. 5.02 DRAWN BY: XYW ��4wdF ef�l� CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796 DESIGN BY: XYW �' 02 Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: SJW HanmiGlobal Partner a FED AID NO. CM-1070 007) 10230 NE Points Drive r APPROVED FOR CONSTRUCTION GABION WALL 1 PLAN AND ELEVATION DATE: June. 2013 Suite 400 45633 PROJ MGR: LBM su°. l� I±irkland, lfastin& 9= °a n y %* I Phone: (425) 822-4446 S, Csti BY: 0ATE: SHEET NO. 24 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) szv-05rr jONAL'�� " l� www.otak.com AN 1ST-- 36,1' 0- S-TOW_ _ LUM(NAIRE-P-DUND4T1G_N-YF- = --RAIN __ ,--SIGNAL--ANDILLUMIVATONPLANS-------- 84 - - - - - - - - - - - - -- BEGIN o BEGIN GABION WALL - - - - - - - - - - - s- 7 -LL JWA _ 57A.- -O�VJ5.05!2f WALL STA.. 0+00_00=;�-- - RADIUS 7--J- - --,-STA.--62+45.OJ,--""65.77-LT -.PC- SIA. 62+10-22jr _6 1k,,0- -L WALL' STA. _0+78. 00=� 486!-- -_ r_ WALL ��kONT _FACE- OF-- 0_+000 i0_22 '� L-6 - - - - - - - -LINE-- -WALL,-, CONTROL - Ole I NUMBER P '_4 - - - - - - - - - - wARL ELEV. 96.66 GEOTECHNICAL BORING FENCE tY NE PARK 7A NK 83"00 GABION WALL 2 PLAN 48' 0 NI GABION HEIGHT (H) = J'-O 42"-O'J' GABION HEIGHT (H) = 4 P-6" TOP OF SIDEWALK rA.0 -TOP OF GABION ELEV 100.04 (TO.G.) I(TO.G.) 42'_0" GABION HEIGHT (H) = 6 0_00 ELEV. 102.61 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . .............. - - - - - - - - - - - - - - - - - - - - - FINAL GRADE WITH LEVEL BENCH BOTTOM OF GABION AT FRONT FACE OF WALL BJON' WALL 121 STA. /1 +32�00= 97. LT ELEV. 104.39 (PROJECTED TO.G.) STEP WALL TO MATCH EXISTING APPROX. DEPTH OF 36" 0 STORY DRAIN BENEATH WALL. SEE NOTE 1. 0+00 1+00 1+40 REVISION DESCRIPTION BY APP. DATE A TION SURVEYED: JFS DRAWN BY: XYW DESIGN BY: XYW CHECK BY: SJW HanmiGlobal Partner 10230 NE Points Drive PROD IVIGR: LBM Suite 400 MAW, lrashin&n 9= Phone: (425) 822-449 FAX: (425) 827-9577 6�NJ•F '�Y4, jai PLAN STATION & OFFSET MEASURED TO WALL CONTROL LINE WALL CONTROL LINE ELEV. TOP OF GABION GABIONS, PER W5DOT STD PLAN LEVEL BENCH 6s-O" SECTION GABION AND FENCE BLACK VINYL COATED TYPE 4 CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-02 14 U-B AR WITH 1' 0 LEGS, EACH POST 4 SCH 80 PVC SLEEVE EMBED INTO GABION 1'-0"' MIN. FILL VOID WITH SAND A rAP]P C. S. B. C SIDEWALK EXISTING GROUND j\\�\\j\\jI�IACKFILL EXCAVATION WITH C.S.B.0 \\ // APPROXIMATE LIMITS OF EXCA VA TION CONSTRUCTION GEOTEXTILE FOR SEPARATION, FULL HEIGHT OF GABION AND BELOW SIDEWALK BLACK VINYL COATED TYPE 4 CHAIN LINK FENCE PER WSDOT STD. PLAN L-20.10-02 SIDEWALK 4 � l \\-!12" PREMOLDED JOINT FILLER CONCRETE FOOTING PER STD. PLAN L-20.10-02 FENCE FOOTING DETAIL WALL 2 NOTES 1. LOCATIONS AND ELEVATIONS OF EXISTING BURIED UTILITIES ARE APPROXIMATE. CONTRACTOR TO COORDINATE WITH UTILITIES TO OBTAIN ACCURATE LOCATIONS AND ELEVATIONS OF EACH UTILITY PRIOR TO CONSTRUCTING WALL. 2. ENGINEER SHALL ACCEPT WALL FOUNDATION SURGRADE PRIOR TO WALL CONSTRUCTION. CITY OF RENTON ML Public Works Department APPRDVF-D FOR CONSTRUCTION DATE: lulu BEYOND GABION WALL LIMITS 10' 01 10, 20' SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 5.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) GABION WALL 2 PLAN AND ELEVATION DATE: June. 2013 SHEET NO. 25 OF 44 BEGIN ROCK WALL 1 (RW 1) STA. RW 1 0+00.00= STA. 67+61.62, 77.16 LT. GEl-4 ANGLE POINT !ND' RK WALL 1 STA. 'RW 1' 0+28.60 STAl 'PAW 1' 0+59. t STA. _ 57+86.82;' 1 ' STA. 68+ 14.04 77.22 LT,/ __ 72d 03 L: n _ A e e e s rye =�c -_-- 7� .o ter. �� r. ter. .r•� �.�r• rr• �� ......._....+.- _ END ROCK 'WALL 2 STA. '01A)2' a+44.82= STA. 68+03.39 -61.70 LT �ANGL POIN STA. RW, -°'D�25.15= BEGIN ROCK WALL 2 (� W2) STA. 67f �5.96, 65:17 LT STA. 'RW2' 0+00.00= STA. 67+63.38, 65.12 LT �. CONSTRUCTION` y &f-' ?Aft, 0+00 n= ROCK WALL TABLE ROCK WALL WALL STATION ELEV. TOP OF WALL ELEV. FINISH GRADE AT BASE OF WALL 1 Ot 00.00 131.50 126.95 1 0+13.23 133.55 126.59 1 0 t 39.10 133.07 125.83 1 0+51.18 130.59 125.41 1 0+59.83 126.37 125.13 2 0+00.00 126.83 122.50 2 0+22.00 126.14 123.26 2 0+44.82 125.43 123.95 1 '-D" TOPSOIL CONSTRUC GEOTEXTILI 1 '-0" BACKFILL FOR ROCK WAI GRAVEL BA FOR DRAIN UNDERDRAIN PIPE, DIAMETER. DAYLIGh BOTH ENDS OF Wi COMP 957 1 o civ r r r �r �✓v yr rrir�r_ ROCK WALL SECTION LOOKING SOUTH NO SCALE 1.71IN.�GG1//��(I)/aCx 1. NO LOAD IS TO BE PLACED ON SLOPE BEHIND WALL 1 DURING OR AFTER CONSTRUCTION. 2. ALL DETAILS NOTED ON WALL 1 APPLY TO WALL 2 UNLESS INDICATED OTHERWISE. J. CONTROL LINES ARE LOCATED AT EDGE OF ACCESS ROAD. 4. BASE WIDTH SHALL BE COMPRISED OF ONE ROCK. 40 10' 0' 10' 20' SCALE IN FEET SURVEYED: JFS • , ��N J, �j ;; a-- DRAWING NO. 5.04 DRAWN BY: XYw � w4 og ,► h CITY OF RENTON HIGHLANDS TO LANDING DESIGN BY: xYw �� Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT No. 31796 CHECK BY: SJW HanmiGlobal Partner � FED AID NO. CM-1070(007) � 10230 NE Points Drive y APPROV FOR CONSTRUCTION DATE: June.2013 ROCK WALLS 1 & 2 PLAN AND DETAILS PROD MGR: LBM � x Suite in n 0 45633t� !>>iai2 r��AL spa Phone: (425) 822-4446 SHEET NO. 26 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) k.com 77 tONAL el yg,r( BY: - DATE: �j�� mrw.otak.com "i / L' J E CONSTRUCTION NOTES O1 CONSTRUCT CITY PEDESTRIAN —SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. O EXISTING LUMINAIRE POLE TO REMAIN. O ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. O4 CONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. �6 SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. O7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. OFURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER DRAWING 4.08. O INSTALL 6' DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. 10 RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND CONDUIT. 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. 13 EXTEND CONDUIT TO EXISTING JUNCTION BOX. 14 INSTALL TYPE APS PEDESTRIAN PUSHBUTTON TO EXISTING POLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER WSDOT APPROVED —METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. 15 INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21.10. RELOCATE EXISTING PS POLE, PEDESTRIAN HEAD AND PUSHBUTTON TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. Cp I PARK AVE NIII V L52 (L23 SIGNAL STANDARD DETAIL CHART STD. FOUNDATION REFERENCE FIELD LOCATION TYPE DEPTHS(FT) REMARKS ROADWAY STATION I OFFSET LT. RT. P.O.A. 3' RD. 3' SO 4' RD. F7 NE PARK DR 5,3+57.0 65.5 JX� 0° PS -- -- -- FDN PER WSDOT STD J-20.10 GENERAL CONSTRUCTION NOTES 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. /WA. 4 L,45 z �4 ILLUMINATION CRITERIA 1.0 FOOT CANDLES 4:1 UNIFORMITY 0.72 LIGHT LOSS FACTOR SEE DRAWING 6.04 FOR STREET LIGHTING ILLUMINATION POLE SCHEDULE CITY SYSTEM - BREAKER SCHEDULE (SERVICE #1) CIRCUIT BREAKER CONTACTOR ILLUM A 2P-20 AMP 30 AMP ILLUM B (SPARE) 2P-20 AMP 30 AMP ILLUM C (SPARE) 2P-20 AMP 30 AMP w!�1 ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. #8 SVC PWR #2 2C(SH) LOOP PULL WIRE CONDUIT FILL ALLOW. FILL (26%) ALLOW. FILL (40%) NO. EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 2" NEW SCH 40 CITY 2 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 0.17 0.89 --- 3 3' NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 0.17 0.86 — — — 5 2" EX WSDOT 2 1 1 0.17 0.86 — — — 6 2 NEW RGS WSDOT 2 0.17 0.86 --- 7 2 NEW SCH 40 WSDOT 3 0.27 0.86 --- 8 4 NEW SCH 40 SPARE ITS 1 --- 3.35 --- 9 4" NEW RGS SPARE ITS 1 --- 3.35 --- U1 1 Y SY51 LM - ILLUMINAI IUN WIKINV UTAVKAM (SERVILE #1 ) PARK/LWB SERVICE (#1) NEW LUMINAIRE (TYP.) ILLUM SPARE BRIDGE DECK I NE PARK DR R/W LEGEND EXIST. NEW/RELOCATED DESCRIPTION Ei z 0-i m 0 [11 JUNCTION BOX TYPE 1,2,8 NEMA JUNCTION BOX - VEHICLE SIGNAL HEAD -- ---t�' PEDESTRIAN SIGNAL HEAD ® SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE - NON—APS PPB APS PPB (� LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE --- — — — ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR f-- WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE ® SIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER WSDOT ROAD —SCALE POLE NUMBER WIRE NOTE 20 SCALE IN FEET NER T SURVEYED: 4p DRAWING NO. 6.01 ��;.•oF'wgs°••�% DRAWN BY:19TENW CITY OF RENTON HIGHLANDS TO LANDING �Jl PROJECT NO. 31796 • - DESIGN BY: Transportation Engineering NorfhWest — Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) aL °•� CHECK BY: Transportation Planning I Design I Traffic Impact & Operations TRAFFIC SIGNAL AND ILLUMINATION PLAN 356 ;'� p g APPROVED FOR CONSTRUCTION DATE: June 2013 F ••• �� STEM • G\ PROD MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 SS�OiVAL • �, I� Project Contact: Chris Bicket, P.E. NUMBER REVISION DESCRIPTION BY APP. DATE Phone:425-250-5002 BY: DATE: � //� SHEET NO. 27 OF 44 J I 0 E v z 0 T v J v, 3 J Q z 0 w M Q 0 0 C i 0 Q 0 0 V) E c v Q X X I N 0 I 0 N 0 / X X X X I 0 0 / a v E 0 00 N CO I 0 N 0 a Q a� 0 d CONSTRUCTION NOTES CONSTRUCT CITY PEDESTRIAN —SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY 1 PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. 2O EXISTING LUMINAIRE POLE TO REMAIN. 3O ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. 4 CONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. 6O SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. O7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. OFURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER DRAWING 4.08. f GENERAL CONSTRUCTION NOTES 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. R/W L46 L 5 O INSTALL 6 DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. °• 0 10 RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND CONDUIT. / % 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. l ILLUMINATION CRITERIA 1.0 FOOT CANDLES 4:1 UNIFORMITY 0.72 LIGHT LOSS FACTOR SEE DRAWING 6.04 FOR STREET LIGHTING ILLUMINATION POLE SCHEDULE CITY SYSTEM — BREAKER SCHEDULE (SERVICE #1) CIRCUIT BREAKER CONTACTOR ILLUM A 2P-20 AMP 30 AMP ILLUM B (SPARE) 2P-20 AMP 30 AMP ILLUM C (SPARE) 2P-20 AMP 30 AMP 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. / I '•0 ° / �� 5 13 EXTEND CONDUIT TO EXISTING JUNCTION BOX. / / 14 INSTALL TYPE APS PEDESTRIAN PUSHBUTTON TO EXISTING POLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER WSDOT / \ / % �� —_ _ R/W APPROVED —METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. m 15 INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21 .10. RELOCATE EXISTING PS POLE, PEDESTRIAN HEAD AND PUSHBUTTON EXTEND CONDUIT TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. // , ~ ,° ,� / 1 1 0 TO CITY JUNCTION % :.> BOX - — R/W 6 / //m~ DELETE SE Q a ` A WSDOT CC - — — — — — — — — — — — — — _ — — — — — — — — — — — — - — BUS 1 I _ . ❑ `1 1❑ I PARK AVE N ❑il — . III k. o L53 51+00 I2+ ❑ V L 51 ❑13 ❑ L54 . . . ❑ . . . ❑ i EVPE B VL52 now I.® B s s s I L23 ❑ . . ❑ . . ❑ VL22 l VL23-H- 1 j 46 R/— — — SIGNAL STANDARD DETAIL CHART STD. NO. REFERENCE FIELD LOCATION TYPE FOUNDATION DEPTHS(FT) REMARKS 0 ROADWAY STATION OFFSET LT. RT. P.O.A. 3' RD. 3' SO 4' RD. 7 NE PARK DR 53+57.0 65.5 X 00 PS -- -- -- FDN PER WSDOT STD J-20.10 6� ,v 2 15 �O � 1 DELETE SEPARATE / �/ 0 '` �9 0 � o e. 2 3 44 7 0 10 1 WSDOT CONDUIT O EVPE C1 — '69 I 47 / / 2 L CAM —, —� —/ 62 s #� 61 77 12 5,3+00 EVPE D C11 0= — — 52 H 21 5 43/OLB J4 27--- EVPE A o •• 22 < o ^�^ CAM2+5 =V / LEGEND EXIST. NEW/RELOCATED DESCRIPTION ® z m m 0[I JUNCTION BOX TYPE 1 ,2,8 NEMA JUNCTION BOX —0 VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE T NON—APS PPB APS PPB OLOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ----- ----- CONDUIT H MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR p— WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE ® CONTROLLER CABINET ® ® SERVICE CABINET OCONSTRUCTION NOTE ® SIGNAL POLE NUMBER O CITY PED.—SCALE POLE PARATE NUMBER NDUIT ❑ WSDOT ROAD —SCALE POLE NUMBER Z� WIRE NOTE 4".. -.•ter. -- __-_-__��._.rr_=.--- ----_= o=_ _ __-�^�� \ �� , \ • rv,�.� Now" w w =TJ _- - o © e PARCIRCUITSEATE DELETE WSDOT JB a, PARK DI-1 Milan ® VL11 — —= ��-— 3 / 0 SYS21 SYS22 Nr ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. #8 SVC PWR #2 2LOOP) PULLALLOW. WIRE COFDL IT FILL (26%) ALLOW. FILL (40%) NO. EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 2" NEW SCH 40 CITY 2 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 1 1 0.17 0.89 --- 3 3" NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 0.17 0.86 --- 5 2" EX WSDOT 2 0.17 0.86 --- 6 2" NEW RGS WSDOT 2 0.17 0.86 --- 7 2" NEW SCH 40 WSDOT 3 0.27 0.86 — — — 8 4" NEW SCH 40 SPARE ITS 1 — — — 3.35 — — — 9 4" NEW RGS SPARE ITS 1 — — — 3.35 --- CITY SYSTEM — ILLUMINATION WIRING DIAGRAM (SERVICE #1) PARK/LWB SERVICE (#1) 1 ILLUM A A UB ILLUM B SPARE ILLUM SPARE ILLUM C (SPARE) 2-#8 2—#8 NEW JUNCTION BOX (TYP ) NEW LUMINAIRE (TYP.) 1) ( 2 ) ( 3 ) ( 4 ) ( 5 ) (6 I I I I 7 8 9 I I BRIDGE DECK I � '-- NE PARK DR ADD 2#8 FOR SEPARATE CIRCUIT C FOR POLES A & B 55+00 12 � 3 — 6-4-2014 CONVERSION OF WSDOT POLES A — _ AND B TO CITY SYSTEM --------------- 12) (13) (14 I O O (0 L0 M: N 0 O V Q Z CL W Q Z Er 1 0 W w zw U cQ G 10 40 0 20 60 SCALE IN FEET o SURVEYED: ®®�pQNER••j. DRAWING NO. 6.01 �\�.•oF'wAs° •../c®® DRAWN BY: CITY OF RENTON HIGHLANDS TO LANDING ® c?:'� (tip ••. �� ®oo e,.11 PROJECT NO. 31796 a DESIGN BY: Transportation Engineering Northwest Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) g g FED AID NO. CM-1070(007) 0 �;• .�� ® CHECK BY: Transportation Planning I Design I Traffic Impact & Operations TRAFFIC SIGNAL AND ILLUMINATION PLAN �•'�FG 56 Fz�;.� �� ® PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 APPROVED FOR CONSTRUCTION DATE: June 2013 isTE PROJ MGR: ®oo S�ONAL.��®® I Project Contact: ChrisBicket,P.E. SHEET NO. 27 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE o0oa®®o®®®®®®®® �� Phone:425-250-5002 BY: DATE: 3 a z ry Cn 'v O i 0 a i 0 E _ a X X 1 N 0 I 0 N i v Z _ V) i X X X 1 12 .o 0 c i 0 0 '.7 SEPARATE WSDOT / ILLUM. SYSTEM CONDUIT GABION WALL (10" —' MIN VERT. 699 CLEARANCE BETWEEN WALL AND CONDUIT) DETAIL - PEDESTRIAN POLE BEHIND WALL SCALE: N.T.S. CONSTRUCTION NOTES 1 CONSTRUCT CITY PEDESTRIAN —SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. O2 EXISTING LUMINAIRE POLE TO REMAIN. O3 ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. 4 CONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120�/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. O6 SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. �7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. OFURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER DRAWING 4.08. �9 INSTALL 6' DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. TOP OF O RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND FOUNDATION TO 10 CONDUIT. MATCH SIDEWALK FINISH GRADE 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. 8FT MINIMUM 13 FOUNDATION DEPTH EXTEND CONDUIT TO EXISTING JUNCTION BOX. 14 INSTALL TYPE APS PEDESTRIAN PUSHBUTTON TO EXISTING POLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER WSDOT APPROVED —METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. 15 INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21.10. RELOCATED EXISTING PS POLE, PEDESTRIAN HEAD AND PUSHBUTTON TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. FOUNDATION PER COR STD PLAN GENERAL CONSTRUCTION NOTES 117.2 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE tLLUM. # g EQUIP. GRND. #8 SVC PWR #2 2C(SH) LOOP PULL WIRE CONDUIT FILL ALLOW. FILL (26%) ALLOW. FILL (40%) NO. EX. NEW EX. NEW EX. NEW EX. INEW EX. NEW 1 2" NEW SCH 40 CITY 2 1 1 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 0.17 0.89 --- 3 3' NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 0.17 0.86 --- 5 2" EX WSDOT 2 0.17 0.86 --- 6 27 NEW RGS WSDOT 2 0.17 0.86 --- 7 2" NEW SCH 40 WSDOT 3 0.27 0.86 --- 8 4" NEW SCH 40 SPARE ITS 1 --- 3.35 --- 9 4" NEW RGS SPARE ITS 1 --- 3.35 --- EXIST. NEW/RELOCATED DESCRIPTION z [I] m 0 [I JUNCTION BOX TYPE 1,2,8 NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III s SIGNAL POLE TYPE II O O TYPE PS POLE NON—APS PPB APS PPB LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE CITY PED.—SCALE POLE CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER © CITY PED.—SCALE POLE NUMBER ❑ WSDOT ROAD —SCALE POLE NUMBER WIRE NOTE 10 40 0 20 60 SCALE IN FEET �pQNER T SURVEYED: t DRAWING NO. 6.02 DRAWN BY: HIGHLANDS TO LANDING %9TENW CITY OF RENT N PROJECT NO. 31796 DESIGN BY: Trans ortation En ineerin Northwest Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007} p Engineering TRAFFIC SIGNAL AND ILLUMINATION PLAN FED AID NO. CM-1070(007) O ••� CHECK BY: Transportation Planning Design Traffic Impact & O erations ,�.•'AF. 356 �•; p tt I g I p p APPROVED FOR CONSTRUCTION DATE: June 2013 FS•'•�� STEM ' G\ s PROJ MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 /�NA1 •�� •'� Project Contact: Chris Bicket, P.E. 11, SHEET NO. 28 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE �I'� Phone:425-250-5002 BY: DATE: 7'` f• 3 J Q z 0 w Q .o 0 C 0 i 0 a U / 0 0 V) ;_ Q X X I N 0 I 0 N 0 / X X X X I .o 0 9 0 v E 0 00 N CO I 0 N 0 a Q a� 0 d T 0 DELETE SEPARATE WSDOT CONDUIT v Z Q 0 w w co 0 0 cr Q Q CL w z w z J 2 U H Q ILLUMINATION WIRING SCHEDULE ILLUM. EQUIP. SVC ALLOW. ALLOW. RACEWAY CONDUIT SIZE #g GRIND. PWR LOOP) WIRE PULL CONDUIT DL IT FILL FILL N0. #8 #2 (26%) (40%) DELETE DELETE WSDOT JB EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW SEPARATE ruor 1 2" NEW SCH 40 CITY 2 1 0.17 0.86 - - - Fo / 2 2 NEW RGS CITY 2 1 1 0.17 1 0.89 --- WSDOT 3 3" NEW RGS CITY 3 0.94 1.95 --- CONDUIT 8 C 4 2" NEW SCH 40 WSDOT 2 1 0.17 0.86 --- 1 7 2 7 8 5 2" EX WSDOT 2 0.17 0.86 ___ •6 2" NEW RGS WSDOT 2 0.17 0.86 6 88 7 2" NEW SCH 40 WSDOT 3 0.27 0.86 --- 2 L ` 2 8 4" NEW SCH 40 SPARE ITS 1 __= 3.35 ___ �� W 2 9 4" NEW RGS SPARE ITS 1 3.35 rOKICTRIIrTIOKI CONSTRUCT CITY PEDESTRIAN -SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY 1Y PEDESTRIAN -SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. 2O EXISTING LUMINAIRE POLE TO REMAIN. 3O ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. 4 CONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. r O APPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING STREET LIGHTING v SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT LEGEND ILLUMINATION POLE SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. EXIST. NEW/RELOCATED DESCRIPTION SCHEDULE 6O SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. N N m m 0 I JUNCTION BOX TYPE 1 ,2,8 O7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. NEMA JUNCTION BOX OFURNISH AND INSTALL CITY PEDESTRIAN -SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE —0 VEHICLE SIGNAL HEAD SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER //-0 PEDESTRIAN SIGNAL HEAD DRAWING 4.08. SIGNAL POLE TYPE III 9O INSTALL 6' DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. • TOP OF f SIGNAL POLE TYPE II FOUNDATION TO 10 RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND CONDUIT. O p TYPE PS POLE MATCH SIDEWALK NON-APS PPB — — — FINISH GRADE 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. T —III p p l l=1 1=1 1=1 1=1 I -,-C> -_> APS P P B 11=III=III=III=III=III=1 III —III —III —III —II 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. 11=III=III=III=III 1=11 ° 8FT MINIMUM O LOOP DETECTION TYPE 3 FOUNDATION DEPTH III= III —III —III —III —II III 13 EXTEND CONDUIT TO EXISTING JUNCTION BOX. I=III III=III=III=III=III I=III SEPARATE WSDOT HE III—III—III=III=11 III— III— INSTALL TYPE APS PEDESTRIAN PUSHBUTTON TO EXISTING POLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER VIDEO DETECTION ZONE ILLUM. SYSTEM CONDUIT 1-111 II1=111=111=1IMII M11 1-111 = 14 WSDOT III— I I APPROVED —METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. I —I I—ICONDUIT III 1=III=III=III=III ==1 I —III —II INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21.10. RELOCATED EXISTING PS POLE, PEDESTRIAN HEAD AND MAST ARM MOUNTED SIGN PUSHBUTTON TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND H COMPACT VOID. EMERGENCY PRE-EMPTION =1I1=1II—II1=1I1= =1II III III— � =1 11= =1 =1 I I I HIM DETECTOR GABION WALL (10" FOUWSDOT ROAD -SCALE POLE MIN VERT. 699 COR NDSTD IOPLAN ER GENERAL CONSTRUCTION NOTES CITY PED.—SCALE POLE CLEARANCE BETWEEN WALL 117.2 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ® CONTROLLER CABINET AND CONDUIT) ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT ® ® SERVICE CABINET DETAIL — PEDESTRIAN IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST O CONSTRUCTION NOTE POLE BEHIND WALL ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION SCALE: N.T.S. TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, 0 SIGNAL POLE NUMBER THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED O BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE CITY PED.-SCALE POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE NUMBER 10 40 CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. ❑ WSDOT ROAD -SCALE POLE NUMBER 0 20 60 zn� WIRE NOTE SCALE IN FEET o®000®O®® °o SURVEYED: ®®�pQNER..j. 000 �� DRAWING NO. 6.02 'oF•1^'As° •.•ic ®® DRAWN BY: CITY OF RENTON HIGHLANDS TO LANDING ® c?:'� ti� ••. �� ®oo ..11 PROJECT NO. 31796 a DESIGN BY: Transportation Engineering Northwest Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) g g FED AID NO. CM-1070(007) 0 �;• .�� ® CHECK BY: Transportation Planning I Design I Traffic Impact & Operations TRAFFIC SIGNAL AND ILLUMINATION P LA N c•' AFc 56 FZ�;.� �� ® PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 APPROVED FOR CONSTRUCTION DATE: June 2013 isTE PROJ MGR: ®®o S�ONAL .�� ®® I Project Contact: Chris Bicket, P.E. SHEET NO. 28 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE o0oa®®o®®®®®®®® �� Phone:425-250-5002 BY: DATE: J I H I M 0 a� E a Z T a rn 3 v ,J ¢ Z 0 V) V) ¢ N 'a c 0 c 0 0 ¢ 0 v c v ¢ x x I N 0 I O N N v E i x x x .o O C i 0 a E a 00 N CO I 0 N r- 0 a a 0 E SIGNAL DISPLAYS (EXISTING TO REMAIN) R 12" R 12" �— 12" Y 12"C913 0 � 12" G 12" VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS 11,71 21,22,41 68,69 61,62 ILLUMINATION CRITERIA 1.0 FOOT CANDLES 4:1 UNIFORMITY 0.72 LIGHT LOSS FACTOR PHASE DIAGRAM 01 NOT USED 05 02 06 03 07 04 08 •---► VEHICLE MOVEMENT -�—-� PEDESTRIAN MOVEMENT PRE—EMPT A = 02 B = 04 & 07 C = 01 & 06 NOTE: EXISTING PHASING TO REMAIN NOT USED SEE DRAWING 6.04 FOR STREET LIGHTING ILLUMINATION POLE SCHEDULE N 1 0 1 13 1 0 3 12 3 ui LC uJ 9 LC M a Y / 9 0 LC 1 W 7 3 7�4 f� 8 1 11 62 C1 11 69 (1-4 10 3 % �11 64+00 CONSTRUCTION NOTES O1 CONSTRUCT CITY PEDESTRIAN —SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04 THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PEf THE POLE CHART AND COR STD PLAN 121. �2 EXISTING LUMINAIRE POLE TO REMAIN. O ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. 4 CONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. O7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. OFURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER DRAWING 4.08. O9 INSTALL 6' DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. 10 RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND CONDUIT. 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. 13 EXTEND CONDUIT TO EXISTING JUNCTION BOX. 14 INSTALL TYPE APS PEDESTRIAN PUSHBUTTON TO EXISTING POLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER WSDOT APPROVED —METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. 15 INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21.10. RELOCATED EXISTING PS POLE, PEDESTRIAN HEAD AND PUSHBUTTON TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. 1)1 7 SYA / 2 I L6264 L61 # _- 63 ° - L65 8 i ! L11� L 12 L13 6sfoo r I# # ! t ! ! =e 1 ILLUMINATION WIRING SCHEDULE ILLUM. EQUIP. SVC ALLOW. ALLOW. GRND. PWR 2C(SH) PULL CONDUIT FILL FILL NO. RACEWAY CONDUIT SIZE #8 #8 #2 LOOP WIRE FILL (26%) (40%) EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 1 2" NEW SCH 40 CITY 2 1 1 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 0.17 0.89 --- 3 3' NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 1 0.17 0.86 --- 5 2" EX WSDOT 2 0.17 0.86 --- 6 2" NEW RGS WSDOT 2 1 0.17 0.86 --- 7 2' NEW SCH 40 WSDOT 3 0.27 0.86 --- 8 4" NEW SCH 40 SPARE ITS 1 --- 3.35 --- 9 4 NEW RGS SPARE ITS 1 --- 1 3.35 --- 1 ADDENDUM #1 NUMBER REVISION DESCRIPTION EMH CTB 1 4/7/2014 BY APP. DATE —� ® 1 ! ` P /�/) I ? 1-405 SB ,...... ! "" if 11 Q A # 1 ii # i i i ! I ! ! ! GENERAL CONSTRUCTION NOTES ! ! 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. SURVEYED: DRAWN BY: 19TENW { DESIGN BY: Transportation Engineering NorthWest CHECK BY: Transportation Planning I Design I Traffic Impact & Operations PROD MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 �•I� Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 i ! ! 1-405 NB j f 1 �t r r ! CITY OF RENTON MIL Fublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: LEGEND EXIST. NEW/RELOCATED DESCRIPTION I z ID m 0 El JUNCTION BOX TYPE 1,2,8 ® NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE -T_ NON—APS PPB APS PPB 0 LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ------ - ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE M CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER WSDOT ROAD —SCALE POLE NUMBER aWIRE NOTE J 19 'gQ b e N. (0 g. �ro N G 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 6.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 TRAFFIC SIGNAL AND ILLUMINATION PLAN FEDAIDNO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 1-405 NB f ON -RAMP ! / ! 1 ! 1/ l ILLUMINATION WIRING SCHEDULE ILLUM. EQUIP. SVC ALLOW. ALLOW. GRND. PWR 2C(SH) PULL CONDUIT FILL FILL NO. RACEWAY CONDUIT SIZE #8 #8 #2 LOOP WIRE FILL (26%) (40%) EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 1 2" NEW SCH 40 CITY 2 1 1 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 0.17 0.89 --- 3 3' NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 1 0.17 0.86 --- 5 2" EX WSDOT 2 0.17 0.86 --- 6 2" NEW RGS WSDOT 2 1 0.17 0.86 --- 7 2' NEW SCH 40 WSDOT 3 0.27 0.86 --- 8 4" NEW SCH 40 SPARE ITS 1 --- 3.35 --- 9 4 NEW RGS SPARE ITS 1 --- 1 3.35 --- 1 ADDENDUM #1 NUMBER REVISION DESCRIPTION EMH CTB 1 4/7/2014 BY APP. DATE —� ® 1 ! ` P /�/) I ? 1-405 SB ,...... ! "" if 11 Q A # 1 ii # i i i ! I ! ! ! GENERAL CONSTRUCTION NOTES ! ! 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. SURVEYED: DRAWN BY: 19TENW { DESIGN BY: Transportation Engineering NorthWest CHECK BY: Transportation Planning I Design I Traffic Impact & Operations PROD MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 �•I� Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 i ! ! 1-405 NB j f 1 �t r r ! CITY OF RENTON MIL Fublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: LEGEND EXIST. NEW/RELOCATED DESCRIPTION I z ID m 0 El JUNCTION BOX TYPE 1,2,8 ® NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE -T_ NON—APS PPB APS PPB 0 LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ------ - ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE M CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER WSDOT ROAD —SCALE POLE NUMBER aWIRE NOTE J 19 'gQ b e N. (0 g. �ro N G 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 6.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 TRAFFIC SIGNAL AND ILLUMINATION PLAN FEDAIDNO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 1-405 NB f ON -RAMP ! / ! 1 ! 1/ l 1 ADDENDUM #1 NUMBER REVISION DESCRIPTION EMH CTB 1 4/7/2014 BY APP. DATE —� ® 1 ! ` P /�/) I ? 1-405 SB ,...... ! "" if 11 Q A # 1 ii # i i i ! I ! ! ! GENERAL CONSTRUCTION NOTES ! ! 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. SURVEYED: DRAWN BY: 19TENW { DESIGN BY: Transportation Engineering NorthWest CHECK BY: Transportation Planning I Design I Traffic Impact & Operations PROD MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 �•I� Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 i ! ! 1-405 NB j f 1 �t r r ! CITY OF RENTON MIL Fublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: LEGEND EXIST. NEW/RELOCATED DESCRIPTION I z ID m 0 El JUNCTION BOX TYPE 1,2,8 ® NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE -T_ NON—APS PPB APS PPB 0 LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ------ - ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE M CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER WSDOT ROAD —SCALE POLE NUMBER aWIRE NOTE J 19 'gQ b e N. (0 g. �ro N G 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 6.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 TRAFFIC SIGNAL AND ILLUMINATION PLAN FEDAIDNO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 1-405 NB f ON -RAMP ! / ! 1 ! 1/ l ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. SURVEYED: DRAWN BY: 19TENW { DESIGN BY: Transportation Engineering NorthWest CHECK BY: Transportation Planning I Design I Traffic Impact & Operations PROD MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 �•I� Project Contact: Chris Bicket, P.E. Phone: 425-250-5002 i ! ! 1-405 NB j f 1 �t r r ! CITY OF RENTON MIL Fublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: LEGEND EXIST. NEW/RELOCATED DESCRIPTION I z ID m 0 El JUNCTION BOX TYPE 1,2,8 ® NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE -T_ NON—APS PPB APS PPB 0 LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ------ - ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE M CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER WSDOT ROAD —SCALE POLE NUMBER aWIRE NOTE J 19 'gQ b e N. (0 g. �ro N G 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 6.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 TRAFFIC SIGNAL AND ILLUMINATION PLAN FEDAIDNO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 1-405 NB f ON -RAMP ! / ! 1 ! 1/ l i ! ! 1-405 NB j f 1 �t r r ! CITY OF RENTON MIL Fublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: LEGEND EXIST. NEW/RELOCATED DESCRIPTION I z ID m 0 El JUNCTION BOX TYPE 1,2,8 ® NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE -T_ NON—APS PPB APS PPB 0 LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ------ - ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE M CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER WSDOT ROAD —SCALE POLE NUMBER aWIRE NOTE J 19 'gQ b e N. (0 g. �ro N G 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 6.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 TRAFFIC SIGNAL AND ILLUMINATION PLAN FEDAIDNO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 1-405 NB f ON -RAMP ! / ! 1 ! 1/ l CITY OF RENTON MIL Fublic Works Department APPROVED FOR CONSTRUCTION BY: DATE: LEGEND EXIST. NEW/RELOCATED DESCRIPTION I z ID m 0 El JUNCTION BOX TYPE 1,2,8 ® NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE -T_ NON—APS PPB APS PPB 0 LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ------ - ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE ® CITY PED.—SCALE POLE M CONTROLLER CABINET ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER WSDOT ROAD —SCALE POLE NUMBER aWIRE NOTE J 19 'gQ b e N. (0 g. �ro N G 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 6.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 TRAFFIC SIGNAL AND ILLUMINATION PLAN FEDAIDNO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 1-405 NB f ON -RAMP ! / ! 1 ! 1/ l J 19 'gQ b e N. (0 g. �ro N G 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 6.03 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 TRAFFIC SIGNAL AND ILLUMINATION PLAN FEDAIDNO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 1-405 NB f ON -RAMP ! / ! 1 ! 1/ l J i N i M O ai E 0 z 0 T J 3 J Q Z U w H Q N •O H C O (D / 0 Q U 0 V) E Q X X N 0 i 0 N 0 / X X X X i .o c 0 / 0 0 E 0 00 N CO i 0 N 0 a Q �o a� 0 E SIGNAL DISPLAYS (EXISTING TO REMAIN) R 12" R 12" 12" Y 12" � 12" G 12" VEHICLE HEADS: VEHICLE HEADS: PEDESTRIAN HEADS 1 1 ,71 21 ,22,41 68,69 61,62 ILLUMINATION CRITERIA 1.0 FOOT CANDLES 4:1 UNIFORMITY 0.72 LIGHT LOSS FACTOR PHASE DIAGRAM �1 02 05 06 07 Install conduit to existing junction box located outside of sidewalk area. Existing 2c(sh) to be re-routed from existing signal pole location. If 08 sufficient slack is not available, contractor shall install new conductors from existing controller to new PPB �► VEHICLE MOVEMENT post. ► PEDESTRIAN MOVEMENT PRE—EMPT A = 02 !` I B = 04 & 07 C = 01 & Furnish and install a new PPB post per City of Renton Standard Plan J025 and WSDOT NOTE: EXISTING PHAS Standard Plan J-20.10 at the approximate location shown. Contractor shall field verify location of PPB post with the Engineer prior to SEE DRAWING FOR foundation installation. Install APS Pedestrian STREET LIGHTING G ILLUMINATION POLE Pushbutton. Pushbutton placard arrow shall SCHEDULE face NE for the marked crosswalk. Contractor shall confirm that there is no more than 10" of CV side reach from the pushbutton to the level C 1 13 1 landing area of the sidewalk. 3 1 / a 03 04 NOT USED NOT USED NOT USED 3 12 1 Q •fir _� �� • a a W — W _ LC — — e 9 LC _ — O + LC s W Z I W Z N. 0 1 0 0 l 3 � a /a 14 A � NE PARK DR 11 62 C1 11 N I 69 I 14 9 3 64+00 CONSTRUCTION NOTES 1 CONSTRUCT CITY PEDESTRIAN —SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. O2 EXISTING LUMINAIRE POLE TO REMAIN. O ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. OCONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK—UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. O SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. O7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. OFURNISH AND INSTALL CITY PEDESTRIAN —SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER DRAWING 4.08. O INSTALL 6' DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. 10 RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND CONDUIT. 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. 13 EXTEND CONDUIT TO EXISTING JUNCTION BOX. 14INSTALL TYPE APS PEDESTRIANPOLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER WSDOT APPROVED —METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. 15 INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21.10. RELOCATED EXISTING PS POLE, PEDESTRIAN HEAD AND PUSHBUTTON TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. 21 15 1 2 , I I 8 16 0 I L62 L64 I��I --®_ L66 L61 I I L63 �` g I I I L65 L11 L12 I L13 I I I I I � / I I v I I j 65.j�00 I I I I 9 - I I 0 E U ---- i- I 3 Q ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. #8 SVC PWR #2 LOOP WIRE CONDUIT ALLOW. FILL (26%) ALLOW. FILL (40%) NO. EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 2" NEW SCH 40 CITY 2 1 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 0.17 0.89 --- 3 3" NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 0.17 0.86 --- 5 2" EX WSDOT 2 0.17 0.86 — — — 6 2" NEW RGS WSDOT 2 0.17 0.86 — — — 7 2" NEW SCH 40 WSDOT 3 1 0.27 0.86 --- 8 4" NEW SCH 40 SPARE ITS 1 — — — 3.35 --- 9 4" NEW RGS SPARE ITS 1 1 --- 3.35 --- 1 ADDENDUM #1 NUMBER REVISION DESCRIPTION EMH CTB 1 4/7/2014 BY APP. DATE 1 41 B 71 z 0 4 � M I �® L — C) GENERAL CONSTRUCTION NOTES 1. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. SURVEYED: ®® DRAWN BY:19TENW DESIGN BY: Transportation Engineering NorthWest ® CHECK BY: Transportation Planning I Design I Traffic Impact & Operations PROD MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 Project Contact: Chris Bicket, P.E. ,1, 4,11 Phone: 425-250-5002 i r LEGEND EXIST. NEW/RELOCATED DESCRIPTION ® z E m 0[J JUNCTION BOX TYPE 1 ,2,8 NEMA JUNCTION BOX —0 VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE T NON—APS PPB APS PPB OLOOP DETECTION TYPE 3 VIDEO DETECTION ZONE -- — ----- CONDUIT H MAST ARM MOUNTED SIGN EMERGENCY PRE—EMPTION DETECTOR WSDOT ROAD —SCALE POLE CITY PED.—SCALE POLE ® CONTROLLER CABINET ® ® SERVICE CABINET OCONSTRUCTION NOTE ® SIGNAL POLE NUMBER O CITY PED.—SCALE POLE NUMBER ❑ WSDOT ROAD —SCALE POLE NUMBER Z2� WIRE NOTE I �I I I I 2 8 17 3) I I 1 I I 1 I I 2 O I I I J i RENTON TRAILS: TRAFFIC SIGNAL REVISION PPB POST INSTALLATION TENW 05-11-2015 CITY OF RENTON ..11 Public Works Department APPROVED FOR CONSTRUCTION BY: DATE: a.. v 19 v v c a. ' v 4 ev O ( Q Q5 � (0. 44 / v O`` v V � � N 10 40 0 20 60 SCALE IN FEET HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) TRAFFIC SIGNAL AND ILLUMINATION PLAN DRAWING NO. 6.03 PROJECT NO. 31796 FED AID NO. CM-1070(007) DATE: June 2013 SHEET NO. 29 OF 44 3 _I z 0 U) X .o O 1= i 0 i 0 E E Q ¢ X X I N 0 d- 0 i N 0 E i X X X I .o 0 0 N 0 s O LO GENERAL CONSTRUCTION NOTES ASPART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS. THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. CITY SYSTEM - ILLUMINATION POLE SCHEDULE POLE STREET STATION OFFSET MOUNT. ARM SERVICE/ WATTAGE LUMINAIRE AND ARM BASE POLE / FOUNDATION TYPE COR ID HEIGHT LENGTH CIRCUIT /TYPE TYPE 0 NE PARK DR 53+73.5 62.5' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O2 NE PARK DR 54+45.5 56.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O3 NE PARK DR 55+20.5 55.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 �4 NE PARK DR 55+96.0 53.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 NE PARK DR 56+72.5 50.5 LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O NE PARK DR 57+40.5 41.5 LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 7O NE PARK DR 58+11.5 BRIDGE LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O NE PARK DR 58+83.5 BRIDGE LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 �9 NE PARK DR 59+54.5 BRIDGE LT 14' 4' SERVICE #1 6OW30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 10 NE PARK DR 60+22.5 50.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 11 NE PARK DR 60+98.5 56.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 12 NE PARK DR 61 +77.5 61.5' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 13 NE PARK DR 62+31.5 66.5' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 14 NE PARK DR 62+96.5 77.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 15 NE PARK DR 64+25.5 58.0' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 16 NE PARK DR 64+74.0 50.5' LT 8' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS JERSEY -BARRIER MOUNTED 17 NE PARK DR 65+45.0 50.5' LT 8' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS JERSEY -BARRIER MOUNTED 18 NE PARK DR 66+02.0 50.5' LT 8' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS JERSEY -BARRIER MOUNTED 19 NE PARK DR 66+87.5 59.5' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 20 NE PARK DR 67+78.5 59.5' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 21 NE PARK DR 68+70.5 59.5' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 22 NE PARK DR 69+45.0 60.0' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 SERVICE #2 88 ILLUMINATION WIRING DIAGRAM (SERVICE #2) NEW JUNCTION BOX (TYP.) ILLUM A NE PARK DR 2-#8 ILLUM A 3 Lasum M C B SPARE SPARE k 16 17 18 19 20 21 22 NEW LUMINAIRE __/ (TYP.) CITY SYSTEM - BREAKER SCHEDULE (SERVICE #2) CIRCUIT BREAKER CONTACTOR ILLUM A 2P-20 AMP 30 AMP ILLUM B (SPARE) 2P-20 AMP 30 AMP ILLUM C (SPARE) 2P-20 AMP 30 AMP ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM' #8 EQUIP. GRND. #8 SVC PWR #2 L6SH) LOOOP PULL WIRE CONDUIT FILL ALLOW. FILL (26%) ALLOW. FILL (40%) NO. EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 2" NEW SCH 40 CITY 2 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 0.17 0.89 --- 3 3 NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 0.17 0.86 --- 5 2" EX WSDOT 2 0.17 0.86 --- 6 2" NEW RGS WSDOT 2 0.17 0.86 --- 7 2" NEW SCH 40 WSDOT 3 1 0.27 0.86 --- 8 4' NEW SCH 40 SPARE ITS 1 --- 3.35 --- 9 4" NEW RGS SPARE ITS --- CONSTRUCTION NOTES O1 CONSTRUCT CITY PEDESTRIAN -SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY PEDESTRIAN -SCALE POLE ARM, LUMINAIRE AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COh STD. PLANS 1 D.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. O EXISTING LUMINAIRE POLE TO REMAIN. O3 ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. 4 CONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. O6 SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. O7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. OFURNISH AND INSTALL CITY PEDESTRIAN -SCALE POLE, ARM LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR SfD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER DRAWING 4.08. O INSTALL 6' DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. 10 RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND CONDUIT. 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. 13 EXTEND CONDUIT TO EXISTING JUNCTION BOX. 14 INSTALL TYPE APS PEDESTRIAN PUSHBUTTON TO EXISTING POLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER WSDOT APPROVED -METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. 15 INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21.10. RELOCATE EXISTING PS POLE, PEDESTRIAN HEAD AND PUSHBUTTON TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. LEGEND EXIST. NEW/RELOCATED DESCRIPTION 0 z [D 0 [I JUNCTION BOX TYPE 1,2,8 NEMA JUNCTION BOX VEHICLE SIGNAL HEAD PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE NON-APS PPB APS PPB LOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ---- - ----- CONDUIT MAST ARM MOUNTED SIGN EMERGENCY PRE-EMPTION DETECTOR -� WSDOT ROAD -SCALE POLE ® CITY PED.-SCALE POLE CONTROLLER CABINET SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.-SCALE POLE NUMBER ❑ WSDOT ROAD -SCALE POLE NUMBER AWIRE NOTE WSDOT SYSTEM - ILLUMINATION POLE SCHEDULE POLE STREET STATION OFFSET MOUNT. ARM SERVICE/ WATTAGE LUMINAIRE TYPE - BASE POLE / FOUNDATION TYPE HEIGHT LENGTH CIRCUIT /TYPE DISTRIBUTION RELOCATE EX. FOUNDATION PER ®ANE PARK DR 54+14.5 56.0' LT EX EX EX EX EX FIXED WSDOT J-28.30-02 & DRAWING 6.02 RELOCATE EX. FOUNDATION PER ®B NE PARK DR 56+33.5 52.0' LT EX EX EX EX EX FIXED WSDOT J-28.30-02 & DRAWING 6.02 OC NE PARK DR 58+41.0 BRIDGE LT EX EX EX EX EX BRIDGE RELOCATE EX., BRIDGE MOUNT PER DRAWING 4.08 ®D NE PARK DR EX. EX. EX EX EX EX EX FIXED EXISTING POLE TO REMAIN RELOCATE EX. FOUNDATION PER DE NE PARK DR 67+58.0 47.5' LT EX EX EX EX EX FIXED WSDOT J-28.30-02 & DRAWING 6.02 10 40 0 20 60 SCALE IN FEET QNER r SURVEYED: DRAWN BY:IPT- ENW '06 CITY OF RENTON HIGHLANDS TO LANDING . •oF �, . DRAWING NO. 6.04 .JL PROJECT NO. 31796 • - DESIGN BY: Transportation En ineerin Northwest Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) �. p g g TRAFFIC SIGNAL AND ILLUMINATION PLAN FED AID NO. CM-1070(007) CHECK BY: A 356 Transportation Planning I Design I Traffic Impact & Operations APPROV FOR CONSTRUCTION DATE: June 2013 0 STE��:'G� PROD MGR: PO Box 65254, Seattle, WA 98155 1 Office (206) 361-7333 S�aNA� •�� ,J'Iq Project Contact: Chris Bicket, P.E. / SHEET NO. 30 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE Phone:425-250-5002 BY: DATE: 3 J Q z c� w Q .o 0 i 0 Q U 0 V) E Q X X I N 0 I 0 N 0 E / X X X X I .o a / 9 0 0 v E 0 00 N CO I 0 N 0 a Q a� 0 d O do r- C-KICDAI rr)KICTDI IrTInKI AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS. THE CONTRACTOR SHALL POTHOLE EACH NEW LUMINAIRE POLE LOCATION TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10-FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS DISCOVERED. CITY SYSTEM - ILLUMINATION POLE SCHEDULE POLE STREET STATION OFFSET MOUNT. ARM SERVICE/ WATTAGE LUMINAIRE AND ARM BASE POLE / FOUNDATION TYPE COR ID HEIGHT LENGTH CIRCUIT /TYPE TYPE O1 NE PARK DR 53+73.5 62.5' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O2 NE PARK DR 54+45.5 56.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O3 NE PARK DR 55+20.5 55.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O4 NE PARK DR 55+96.0 53.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 NE PARK DR 56+72.5 50.5 LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O6 NE PARK DR 57+40.5 41.5 LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O7 NE PARK DR 58+11.5 BRIDGE LT 14' 4 SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O NE PARK DR 58+83.5 BRIDGE LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 O9 NE PARK DR 59+54.5 BRIDGE LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 10 NE PARK DR 60+22.5 50.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 11 NE PARK DR 60+98.5 56.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 12 NE PARK DR 61 +77.5 61 LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, .5' ILLUM A SPECS FDN PER DRAWING 6.02 13 NE PARK DR 62+31.5 66.5' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 14 NE PARK DR 62+96.5 77.0' LT 14' 4' SERVICE #1 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 15 NE PARK DR 64+25.5 58.0' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 16 NE PARK DR 64+74.0 50.5' LT 8' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS JERSEY -BARRIER MOUNTED 17 NE PARK DR 65+45.0 50.5' LT 8' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS JERSEY -BARRIER MOUNTED 18 NE PARK DR 66+02.0 50.5' LT 8' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS JERSEY -BARRIER MOUNTED 19 NE PARK DR 66+87.5 59.5' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 20 NE PARK DR 67+78.5 59.5' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 21 NE PARK DR 68+70.5 59.5' LT 14' 4' SERVICE #2 60W30LED LUMEC PER PROJECT FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 22 NE PARK DR 69+45.0 60.0' LT 14' 47 SERVICE #2 60W30LED LUMEC PER PROJECT -F-FIXED HAPCO PER PROJECT SPECS, ILLUM A SPECS FDN PER DRAWING 6.02 SERVICE #2 88 CONSTRUCTION NOTES ILLUMINATION WIRING DIAGRAM (SERVICE #2) NEW JUNCTION BOX (TYP.) ILLUM A NE PARK DR 2-#8 ILLUM A ILLUM B SPARE ILLUM C SPARE 15 16 17 18 19 20 21 22 NEW LUMINAIRE (TYP.) CITY SYSTEM - BREAKER SCHEDULE (SERVICE #2) CIRCUIT BREAKER CONTACTOR ILLUM A 2P-20 AMP 30 AMP ILLUM B (SPARE) 2P-20 AMP 30 AMP ILLUM C (SPARE) 2P-20 AMP 30 AMP ILLUMINATION WIRING SCHEDULE RACEWAY CONDUIT SIZE ILLUM. #8 EQUIP. GRND. #8 SVC PWR #2 2C(SH) LOOP PULL WIRE CONDUIT FILL ALLOW. FILL (26% ALLOW. FILL (40%) NO. EX. NEW EX. NEW EX. NEW EX. NEW EX. NEW 1 2" NEW SCH 40 CITY 2 1 0.17 0.86 --- 2 2" NEW RGS CITY 2 1 0.17 0.89 --- 3 3" NEW RGS CITY 3 0.94 1.95 --- 4 2" NEW SCH 40 WSDOT 2 1 0.17 0.86 --- 5 2" EX WSDOT 2 1 0.17 0.86 - - - 6 2" NEW RGS WSDOT 2 0.17 0.86 - - - 7 2" NEW SCH 40 WSDOT 3 0.27 0.86 - - - 8 4" NEW SCH 40 SPARE ITS 1 - - - 3.35 - - - 9 4" NEW RGS SPARE ITS 1 - - - 3.35 --- 1 CONSTRUCT CITY PEDESTRIAN -SCALE LUMINAIRE POLE FOUNDATION PER COR STD PLAN 117.2. FURNISH AND INSTALL CITY PEDESTRIAN -SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. O2 EXISTING LUMINAIRE POLE TO REMAIN. O3 ADJUST EXISTING JUNCTION BOX TO FINISHED GRADE AS NEEDED. EXTEND NEW CONDUIT TO EXISTING JUNCTION BOX. 4 CONSTRUCT SERVICE CABINET FOUNDATION PER COR STD PLAN 126.2. FURNISH AND INSTALL SERVICE CABINET PER COR STD PLAN 122.1. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON INSPECTOR PRIOR TO INSTALLATION OF CONDUITS. OAPPROXIMATE POWER CONNECTION POINT. CONTRACTOR SHALL PROVIDE CONDUIT TO UTILITY POLE PER THE WIRING SCHEDULE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE TO PROVIDE 120/240 VOLT SINGLE PHASE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SERVICE CABINET ELECTRICAL HOOK-UP, SHALL PREPARE/SUBMIT ALL APPLICABLE PERMITS, AND SHALL PAY ALL ASSOCIATED FEES. 6O SEE DRAWINGS 4.03, 4.05, AND 4.08 FOR CONDUIT AND JUNCTION BOX INSTALLATION DETAILS ON BRIDGE DECK. O7 RELOCATE EXISTING LUMINAIRE POLE ONTO NEW BRIDGE STRUCTURE PER DRAWING 4.08. OFURNISH AND INSTALL CITY PEDESTRIAN -SCALE POLE, ARM, LUMINAIRE, AND ALL ASSOCIATED EQUIPMENT PER THE POLE SCHEDULE DRAWING 6.04, THE PROJECT SPECIFICATIONS, AND COR STD. PLANS 117.2 AND 117.3. APPLY DECAL NUMBERING WITH COR POLE ID PER THE POLE CHART AND COR STD PLAN 121. MOUNT TO BRIDGE STRUCTURE PER DRAWING 4.08. O INSTALL 6' DIA. TYPE 3 LOOP DETECTOR PER WSDOT STANDARD PLAN J-50.12. 10 RELOCATE EXISTING WSDOT LUMINAIRE POLE PER THE POLE CHART, DRAWING 6.04. REMOVE EXISTING FOUNDATION AND CONDUIT. 11 RELOCATE EXISTING JUNCTION BOX OUTSIDE SIDEWALK. INTERCEPT AND EXTEND EXISTING CONDUIT. 12 PROTECT AND MAINTAIN EXISTING LOOP DETECTOR. 13 EXTEND CONDUIT TO EXISTING JUNCTION BOX. 14 INSTALL TYPE APS PEDESTRIAN PUSHBUTTON TO EXISTING POLE, REMOVE EXISTING PUSHBUTTON AND REPAIR HOLE PER WSDOT APPROVED -METHOD. SALVAGED EQUIPMENT BECOMES PROPERTY OF WSDOT. 15 INSTALL NEW FOUNDATION PER WSDOT STANDARD PLAN J-21.10. RELOCATE EXISTING PS POLE, PEDESTRIAN HEAD AND PUSHBUTTON TO NEW FOUNDATION. REMOVE EXISTING FOUNDATION TO MINIMUM 24" BELOW FINISH GRADE. FILL AND COMPACT VOID. POLES A AND B PART OF CITY LEGEND EXIST. NEW/RELOCATED DESCRIPTION ® z[0 m 0 El JUNCTION BOX TYPE 1 ,2,8 61 NEMA JUNCTION BOX -0 VEHICLE SIGNAL HEAD //-0 PEDESTRIAN SIGNAL HEAD SIGNAL POLE TYPE III SIGNAL POLE TYPE II O O TYPE PS POLE T NON-APS PPB > APS PPB OLOOP DETECTION TYPE 3 VIDEO DETECTION ZONE ----- ----- CONDUIT H MAST ARM MOUNTED SIGN EMERGENCY PRE-EMPTION DETECTOR WSDOT ROAD -SCALE POLE CITY PED.-SCALE POLE ® CONTROLLER CABINET ® ® SERVICE CABINET OCONSTRUCTION NOTE OSIGNAL POLE NUMBER O CITY PED.-SCALE POLE NUMBER ❑ WSDOT ROAD -SCALE POLE NUMBER WIRE NOTE SYSTEM, SVC#1 NSDOT SYSTEM - ILLUMINATION POLE SCHEDULE C KT A POLE STREET STATION OFFSET MOUNT. ARM SERVICE/ WATTAGE LUMINAIRE TYPE - BASE POLE / FOUNDATION TYPE HEIGHT LENGTH CIRCUIT /TYPE DISTRIBUTION RELOCATE EX. FOUNDATION PER ❑A NE PARK DR 54+14.5 56.0' LT EX EX EX EX EX FIXED WSDOT J-28.30-02 & DRAWING 6.02 RELOCATE EX. FOUNDATION PER ❑B NE PARK DR 56+33.5 52.0' LT EX EX EX EX EX FIXED WSDOT J-28.30-02 & DRAWING 6.02 ❑C NE PARK DR 58+41.0 BRIDGE LT EX EX EX EX EX BRIDGE RELOCATE EX., BRIDGE MOUNT PER DRAWING 4.08 ❑D NE PARK DR EX. EX. EX EX EX EX EX FIXED EXISTING POLE TO REMAIN RELOCATE EX. FOUNDATION PER ❑E NE PARK DR 67+58.0 47.5' LT EX EX EX EX EX FIXED WSDOT J-28.30-02 & DRAWING 6.02 10 40 0 20 60 SCALE IN FEET ®® ® SURVEYED: ®®�pQNE...j. 000 �� DRAWING NO. 6.04 ��G',.oF•yyAs°.,•%, oo DRAWN BY: CITY OF RENTON HIGHLANDS TO LANDING ® c?:'� ti� ••. �� ®oo ..11 PROJECT NO. 31796 DESIGN BY: 19TENWTransportation Engineering Northwest Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) g g FED AID NO. CM-1070(007) 0 �;• .�� ® CHECK BY: Transportation Planning I Design I Traffic Impact & Operations TRAFFIC SIGNAL AND ILLUMINATION PLAN c�•' AFc 56 .� �� ® PO Box 65254, Seattle, WA 98155 Office (206) 361-7333 APPROVED FOR CONSTRUCTION DATE: June 2013 o® �S'' isTE PROJ MGR: ®®o S�ONAL.��®® Project Contact: Chris Bicket, P.E. SHEET NO. 30 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE °0°°®%%AL ®®®® '��I Proj Phone:425-250-5002 BY: DATE: 0 ci E 0 Z T J 01 01 0 01 3 0 i 0) 0 0 M U 41 .o Y s U E a 00 N to I 0 N N 0 a v 0 FL R/W . • g `.014L7 ' t� e. k �"-. �uvvxn.mw.,v+wuem'.v.•v `""'� 3 4 �- ,� _ STA 54+71.6, 28.0'LT 7 STA 56+23.3, 0.7'RT 5 BEGIN, MATCH EXIST. --- BEGIN, MATCH EXIST. C�P(R W STA 56+24.3, 3.8'RT 5 WSDOT R W BEGIN, MATCH EXIST. „ STA 56+35.5 STA 54+86.8 1.3'LT END 8 777 5.5' LT BEGIN STA 55+65.6, 25.3'LT 1.AT AP 5 Nf END 7 A 16.5'LT BEGIN 6.� 31 LANE a 30 STA 55+43.4, 53.6'LT ._.� _.ti, BEGIN UTILIZATION STA 55+4 ° .2 W FOODl, 30 PTO P, 0 36.95, LT WALK STA / STA 55+08.3 END TAPER 44 4' PLANTER 56+78 D 38.9'LT BEGIN BEGIN TAPER 7 D 77 .D 5:1 TAP Z _ �1`v, ER 12' ``` 2.5f m CD 1 &SITIA� 53+76.1, 43.9 LT 12'j'j'j8DEGREE CURVEWRT 6 , I i 11' M == +00 ! 3+00 54+00 _55+00 -' _ - - - - _ _56+00 _ _ 1 O ®® -� ,E «��:^.^..n,-..,.,....»,".a.�„�.,..».,:.a.,dm.,.,�.,.....od�,� VARIES NE PARK DRIVE 12 VARIES VARIES � +,�,� -`-- "� '-'mm-y...........:.�"..� ..,...--a.•.,...�..-�.�� `r �.,:"��s---------� --•u _ tea-_-- __r� �-rr---`-`-ir-�--`-� oc STA 57+33.4 ` `,STA 60+05.5 4�'SLT 0 •6, 43.3'LT 18 , `°�. ,t � STA 59+72.5, 39.0 LT - RGHT LANL MUST 16 PTA 1.7 RT AP� �. , �m CONNECT TO CONC. EN 16� BE 18 STA 60+36.9, 50.8'LT 18 TURN RIGHT:: �., 9.5'LT AP 6 ATTACH TO LIGHT} BARRIER, SEE BRIDGE END 6 � ,� STA 60+75.0 POLE 4 PLANS FOR ADDITIONAL R=200.00 8' WALK 14.4'LT END, MATCH EXIST• 20.5 LT AP 7+36.9 45.1 LT 3 , DETAILS l 6.5AL 5' PLANTER 31.5'LT AP i/ LADE UTILIZATION / COULON BEACH PARK a 2f - 31 STA 57+28.3 47.3'LT ��1A7 1 ' V� O t' a R=1833.25' / o 8' WALK a o 11' 11' 4' PLANTER D <'. o R=747.70' e r 11' 5 f-R=1811.25' 7R=1822.25' i �" � R=725.70' r---- 59+00 - - so+oo 11' „ . 12' v 2.5' 12 Q �AR DRIVE =_ VARIES STA 56+78.4 51.1' � `"`� � K � 11 � `"'�"" 11' STREET FROM STA 56+00 11' -� 12' w CID 12fLl STA 59+75.0 _ a. 1.5'RT PT •,./ 11 tee---� 9.5 LT PT 20.5' LT PT D6pj 5 STA 60+09.0 31.5'LT PT 4 1.2 RT END, Qr MATCH EXIST. "7 18' CONSTRUCTION NOTES CONSTRUCTION CENTERLINE. CROSSWALK PER CITY OF RENTON STD PLAN 127.. 3 STOP BAR PER CITY OF RENTON STD PLAN PAGE H009.1. EDGE LINE PER WSDOT STD PLAN M-20.10-02. DOUBLE CENTERLINE PER CITY OF RENTON STD PLAN PAGE H001. LANE LINE PER CITY OF RENTON STD PLAN PAGE H002. APPROACH LINE PER CITY OF RENTON STD PLAN PAGE H002. SKIP APPROACH LINE PER CITY OF RENTON STD PLAN PAGE H002. NOT USED. 10 NOT USED. 11 NOT USED. s? NOT USED. 13z NOT USED. 14 NOT USED 15 NOT USED 16 BEAM GUARDRAIL TRANSITION SECTION TYPE 20 PER WSDOT STD PLAN C-25.18-03. BEAM GUARDRAIL ANCHOR TYPE 10 PER WSDOT STD PLANS C-23.60-01, C-1 b, C-6c, C-7, AND C-7a. OrBEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL PER WSDOT STD PLAN C-22.40-02. SIGN NOTES er RELOCATE EXISTING SIGN. 31 REMOVE EXISTING SIGN. 3�RELOCATE MULTIPLE EXISTING SIGNS ONTO ONE PAIR OF POSTS. INSTALL NEW SIGN. REINSTALL EXISTING SIGN. GENERAL NOTES EXISTING PAVEMENT MARKING SHALL BE REMOVED WHERE IT CONFLICTS WITH PROPOSED CHANNELIZATION. TA 57+53. STA 60+21.4 31.5'LT P 4 STA 59+86.6 12.5'RT END, MATCH EXIST.` TA 57+03.2 f 1.4 RT PC 5 ®G 1 20.5 LT PC 6 1.5 RT AP 5 9.6'LT PC 6 STA 60+33.5 0.3 LT END, MATCH EXIST. �---�. 12.5' RT AP 6 1.5' RT PC 5 � 20.6' LT PC 6. 23.5'RT A 6 12.5'RT P D STA 60+77.8 STA 60+93.0 g 20 0 20 40 f f f f 6 31.6 LT PC 4 5 STA 60+34.8 6J � 23.5'RT END, 0.8 LT END, MATCH EXIST. 23.5'RT P 6 ®?' MATCH EXIST. 1.8'RT PT mmmmiili SCALE IN FLFT SURVEYED: JFS . , w MeF� " '= CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 7.01 DRAWN BY: CMF ti, og �rl ,� �� ..Il PROJECT NO. 31796 DESIGN BY: TJPr x d - Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobal Partner t 10230�tPoints e 400 Drive'�e �'31237 g,` APPROVEDFOR CONSTRUCTION SIGNING, STRIPING & GUARDRAIL PLAN DATE: June. 2013 P ROJ MGR: LBM Kirkland, lrashm& 9= WrsTE� Phone: (425) 822-4W Csl w� 411i SHEET NO. 31 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX (425)827-9577 ��,B: DA:! trww.otak.com STA 63+ 21 .4'LT 4 co ND CONSTRUCTION NOTES toll +35.2, 85. O'LT 1,J 11L CONSTRUCTION CENTERLINE. NOT ENTER L 35.8, 79.21T fp\STAA 62+89.8, 56.5' IL, CROSSWALK PER CITY OF RENTON STD MATCH EXIST. I KI 3 PLAN 127. \I I WIC (D STA 61+89.3, 44.41T PRC Irl r we STOP BAR PER CITY OF RENTON STD j '4- r PLAN PAGE H009.1. /-,-.,STA 62+47.5, 5 0'd iT' EDGE LINE PER WSDOT STD PLAN \ZO16FT 4 M-20.10-02. RIGHT LANE 4 4 DOUBLE CENTERLINE PER CITY OF ' :4 4 RENTON STD PLAN PAGE H001. r,, MUST TURN 4 20' 31 RIGHT. 22 V 49 74= 0.00 LANE LINE PER CITY OF RENTON STD V 0, w /* 89 PLAN PAGE H002. * R10' 4 4 Q 4 All, APPROACH LINE PER CITY OF RENTON / 4 R=4360.29STD PLAN PAGE H002. ' 214 0 0 -a SKIP APPROACH LINE PER CITY OF 12R=608.96' RENTON STD PLAN PAGE H002. rl r 4 NOT USED. -d 4 R=50 .00, 4 STA 63+85.0, 35.81T 12%' 11, + 12' BEGIN, PC NOT USED. 5' PLANTER STA 63+62.6, 41.91T -A 10' END 64+0 12NOT USED. ' 12' J�/ 0 0 1 1 rrl "I - ------ W. NOT USED. 25' R=1833. 12' 12' NOT USED. 0 NOT USED M 12 12' Tl� NOT USED r M BEAM GUARDRAIL TRANSITION SECTION 12' 12' TYPE 20 PER WSDOT STD PLAN WK IDW C -25.18-03. e 9 I< . STA 63+61.7, 35.7' V BEAM GUARDRAIL ANCHOR TYPE 10 PER 4., 14' AP WSDOT STD PLANS C-23.60-01, C-1b, STA 62+76.0, 35.4' C-6c, C-7, AND C-7a. END/-67 \ CD BEAM GUARDRAIL TYPE 31 NON -FLARED STA 62+45.3, 34.61T TERMINAL PER WSDOT STD PLAN 20' 6 BEGIN(j� C-22.40-02. 0 *0 PCC cc r/ EiGIN, "PR�7 ir 10 STA 69+56.5, 25.91T ......... ........ ....... ....... 25.81T BEGIN � &8 SIGN NOTES STA 69+07.3 MATCH EXIST. 31 13.2 EXIST. LT BEGIN, PC, MATCH RELOCATE EXISTING SIGN. 7.7, 48.41T STA 69 161.7, 212-LT 5 31 REMOVE EXISTING SIGN. K P*Kln 13T kAATrw EXIST BEGIN,31I # CONNECT TO CONC. BARRIER STA 69+64.9, 38.41TD RELOCATE MULTIPLE EXISTING SIGNS STA 66+30.7, 49.71T 8' PLANTER 0 PT ONTO ONE PAIR OF POSTS. .................. _6! A -A A.. A b* A* A'. D, A A ENDe, 8'11: WALK INSTALL NEW SIGN. BEGINq� STA 66+56.3, 54.91T 18 ��" a A A A A. A A A A A A b A- PT IA1 4 REINSTALL EXISTING SIGN. StA"70+13.7 6 4'LT1 STA 7"7.0, 58 1'LT 0-i A A A A END, MATCH END 8' WAL GENERAL NOTES sA' A' A- 26 'A STA 70+43.5, .61T -TR=608.96' STA 68+33.0, 45.41T 1. EXISTING PAVEMENT MARKING SHALL BE 3' A A 0, A SEE DETAIL BELOW 13' A BEGIN REMOVED WHERE IT CONFLICTS WITH STA 70+78.4, 26.91T PROPOSED CHANNELIZATION. A- A. 8' PLANTE END Wr R=188.00' 12' 13' 3$ A' ' A A9+00 R-65 00' 1268+00 5 12' 'A . A 12' 12' 70+00 *00 R=2 0.00' 12' 4 13' 71+00 J F ASK 12' 0, ®DIVE \ 14' 00 3 12' 14' 50 STA 69+48.5, 96' PCC 5 o NOTE: SEE SIGN FABRICATION MANUAL FOR STA 70+22.2, 41.3'RT DIMENSIONS AND SPECIFICATIONS END, MATCH EXIST 20 0' 20' 40' ', \ M8-401 (MODIFIED) — 60"x60" E SCALE IN FEET SURVEYED: JFS •Mop DRAWING No. 7.02 DRAWN BY: CMF CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796 DESIGN BY: TJP 0 APublic Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) CHECK BY: LBM HanmiGlobal Partner 00 k $ FEDAIDNO. CM-1070(007) 10230 NE Points Dave APP FOR CONSTRUCTION DATE: Jan. 2014 Suite 400 1 37 SIGNING, STRIPING & GUARDRAIL PLAN PROJ MGR: LBM mrftUtin&n = Is Phone: (425) 822-446 BY: DATE: SHEET NO. 32 OF 44 INUMBER I REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 ?ONAL I I www.otak.com ---------- -- __ CITY R/W IRRIGATION LEGEND 0 o6 a6 E a Z. 9 Cm 3 0 o6 i 3 0 i 0 0 r` i U a) O d Y y.. a) C C3 U E Q N i 0 N N 0 a Q -r; 0 0 E NUMBER REVISION DESCRIPTION ° 53+00 I — NOTE: 55+00 [ 14;&A M:IN61M 0 E100 SYMBOL DESCRIPTION SPRAY HEADS: 6" POP-UP HEADS (DESIGN PRESSURE 30 P.S.I.) RAIN BIRD 1806-SAM SPRAY BODY / 8 SERIES MPR .Q 8' SERIES -HALF (0.47 GPM MPR NOZZLE) 0 4'X15' LEFT CENTER STRIP (0.49 GPM MPR NOZZLE) 0 4'X15' RIGHT CENTER STRIP (0.49 GPM MPR NOZZLE) © 4'X30' SIDE STRIP (1.21 GPM ROTARY NOZZLE) ROTARY HEADS: 6" POP-UP HEADS DESIGN PRESSURE 30 P.S.I. RAIN BIRD 1806-SAM SPRAY BODY / 13 13'-18' SERIES (0.80 GPM ROTARY NOZZLE) 16 Q-QUARTER, H-HALF, TT -THREE QUARTER EQUIPMENT: IRRIGATION POINT OF CONNECTION (120 P.S.I.): M 3/4" WATER METER (2-TOTAL 1N METER BOX) ® BACKFLOW PREVENTION: DOUBLE CHECK VALVE ASSEMBLY (FEBCO 1 /2" 850U IN GROUND VAULT) ® PEDESTAL MOUNT CONTROLLER (STAINLESS STEEL) TORO SENTINAL (2-TOTAL) MASTER VALVE / FLOW METER (IN VALVE BOX) ® TORO 220 1" BRASS VALAVE /TORO 075 TFS FLOW SENSOR ELECTRONIC CONTROL VALVE (IN VALVE BOX) RAIN BIRD 100-PEB QUICK COUPLER ASSEMBLY (IN VALVE BOX) RAIN BIRD 44-LRC BRASS BALL VALVE (IN VALVE BOX) NIBCO 1-1 /2" T-580-A PIPE: SLEEVES: SCHED. 40 PVC; 2X LINE SIZE LATERAL LINES: CLASS 200 PVC, (MIN. 14" COVER) MAINLINE: SCHED. 40 PVC, (MIN. 24" COVER) SERVICE LINE -- UNCONNECTED PIPE CONSTRUCTION NOTES 1 POINT OF CONNECTION: 1" METER (1 OF 2) AT EXISTING 12" WATER MAIN. 2 LOCATE IRRIGATION MAINLINE 6" FROM EDGE OF SIDEWALK IN PLANTING AREA. 3 120V POWER SERVICE TO CONTROLLER 1 . t � _ t�_ ,...,._.,,,.------�•_ """ ^,.`"°d'.':�_ ..�,_,..._.,.,......-. �......-.�.�......s... �""`- 'a ° v v .:r, ,_......aa�.,--._----- Q .a�....,..,,..rs:,..__.�.._sc....-«_.tz;.. .._..ta.-,-�.�.....,.,tz_� ..m.. i .w,;._----;.,m.��._".;'"� "'w...9._.�- .s.S.,.. ^----•- _..e....._-,�,-.;v.,.r.;�..,y....._.,..'�� ;,...,qy....,•.,.....,^� ..c2...........� _tao_.-�-.,•� Q._.....rz�..,.__.,._Yi,...,.,.,e,...�...:�.,.S.a ..._.Ck-_._._.--�'----,�.:�..._ b a. _ m.a..._.., w......,..... ___ ...:"'"...."...••.',.'4,"': ""'�"w,,....�.�"....«"".-.,,..- M--�-.'"'�..�.-„-s : .; � ��""'" .v y� .....,.. v� °".�. � ,..--:,,�•-""---- ".": °• a �1 Y. v a ° v ° v ... a� � o . ° � v�v � .a.� � a e a 59+00 Ar o- r- t BY i APP.' DATE SURVEYED: JFS DRAWN BY: MGS DESIGN BY: MGS CHECK BY: LBM PROJ MGR: LBM H Ew HanmiGlobal Partner 10230 NE Points Drive Suite 400 Hirklan Tashin&n 9M Phone: (425) 822-4446 FAX. (425) 827-9577 www.otak.com STATE OF WASHINGTON ERED LAND CAPE CHITECT CURTIS LAPIERRE CERTIFICATE NO. 474 B-2 16.22 1 " GPM 60+00 co Ix 61+00 NE PARK ®RIVE --'- �-= CITY OF RENTON a.lL Public Works Department APP D FOR CONSTRUCTION BY: DATE: CONTROL VALVE FLAG -- G.P.M. 8.5 FV-1 CONTROLLER DESIGNATION Z G.P.M. [__I:_J_AND VALVE NUMBER VALVE SIZE _ P.V.C. PIPE SCHEDULE ° PIPES ARE TO BE SIZED ACCORDING TO G.P.M (GALLONS PER MINUTE) DEMAND DOWN LINE. FLOW VELOCITIES ARE NOT TO CV EXCEED 5' PER SECOND. O �• SCHEDULE 40 P.V.C. MAINLINE PIPE G.P.M. PIPE SIZE 0 - 8 3/4' 9 - 11 1" Q 12 - 22 1 1/4" 23 - 35 1 1 /2" ® 36 - 50 2" CLASS 200 P.V.C. LATERAL LINES G.P.M. PIPE SIZE 0 - 10 3/4" J 10 - 14 1" 14 - 24 1 1/4" 24 - 30 1 1/2" 30 - 50 2" 20' 0' 20' 40' SCALL IN FEET HIGHLANDS TO LANDING DRAWING NO. 8.01 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO, 31796 FED AID NO. CM-1070(007) IRRIGATION PLAN DATE: June.2013 SHEET NO. 33 OF 44 N 00 0 z 13 T 9 J V O o6 i 3 vJ rn r` i 0 0 U N 0 0. Y 0 C E 0 .0 U Nam 4 D REVISION DESCRIPTION -1 THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING 8-INCH WATER LINE AND SHALL EXCAVATE FOR THE TRENCHING OF THE NEW SERVICE LINE AND FOR THE METER THAT WILL BE INSTALLED BY THE CITY. CONTRACTOR SHALL RESTORE THE TRENCH AREA ONCE THE METER IS INSTALLED. SURVEYED: JFS DRAWN BY: MGS DESIGN BY: MGS CHECK BY: LBM PROJ MGR: LBM MASTER I B-1 VALVE T V' 68+00 _ ------ — i _i- HanmiGlobal Partner 10230 NE Points Drive Suite 400 FuMand, reshio&n 9= Phone: (425) 822-4446 FAX: (425) 827-9577 www.otak.com V. CRA f : \' LOCATE VALVES 5' MIN. FROM DRIVEWAY APRON p D D D i ,ep a °, °.. e' D D D A D, e A. ' _ D 0 o• f co 69+00 70+00 STATE OF WASHINGTON REGISTERED LAND RCHIITECT r. o"1 k . `q'2 CURTIS LAPIERRE CERTIFICATE NO. 474 CITY OF RENTON rtL ® Public Works Department APPROVED FOR CONSTRUCTION F."M DATE: P.V.C. PIPE SCHEDULE PIPES ARE TO BE SIZED ACCORDING TO G.P.M (GALLONS PER MINUTE) DEMAND DOWN LINE. FLOW VELOCITIES ARE NOT TO EXCEED 5' PER SECOND. SCHEDULE 40 P.V.C. MAINLINE PIPE G.P.M. PIPE SIZE 0 — 8 3/4' 9 — 11 1" 12 — 22 1 1/4" 23 — 35 1 1 /2" 36 — 50 2" CLASS 200 P.V.C. LATERAL LINES G.P.M. PIPE SIZE 0 — 10 3/4" 10 — 14 1" 14 — 24 1 1/4" 24 — 30 1 1 /2" 30 — 50 2" CONTROL VALVE FLAG f- G.P.M. 8.5 V—TT—CONTROLLER DESIGNATION G.P.M. 1" AND VALVE NUMBER VALVE SIZE ION LEGEND SYMBOL DESCRIPTION SPRAY HEADS: 6" POP—UP HEADS (DESIGN PRESSURE 30 P.S.I.) RAIN BIRD 1806—SAM SPRAY BODY / 8 SERIES MPR LZ 8' SERIES —HALF (0.47 GPM MPR NOZZLE) E7 4'X15' LEFT CENTER STRIP (0.49 GPM MPR NOZZLE) 0 4'X15' RIGHT CENTER STRIP (0.49 GPM MPR NOZZLE) © 4'X30' SIDE STRIP (1.21 GPM ROTARY NOZZLE) ROTARY HEADS: 6" POP—UP HEADS DESIGN PRESSURE 30 P.S.I. 13 RAIN BIRD 1806—SAM SPRAY BODY / 13'-18' SERIES (0.80 GPM ROTARY NOZZLE) 16 Q—QUARTER, H—HALF, TT —THREE QUARTER EQUIPMENT: IRRIGATION POINT OF CONNECTION (120 P.S.I.): M 3/4" WATER METER (2-TOTAL IN METER BOX) ® BACKFLOW PREVENTION: DOUBLE CHECK VALVE ASSEMBLY (FEBCO 1 /2" 850U IN GROUND VAULT) PEDESTAL MOUNT CONTROLLER (STAINLESS STEEL) TORO SENTINAL (2-TOTAL) MASTER VALVE / FLOW METER (IN VALVE BOX) ® TORO 220 1" BRASS VALAVE /TORO 075 TFS FLOW SENSOR ELECTRONIC CONTROL VALVE (IN VALVE BOX) RAIN BIRD 100-PEB QUICK COUPLER ASSEMBLY (IN VALVE BOX) RAIN BIRD 44-LRC ® BRASS BALL VALVE (IN VALVE BOX) NIBCO 1-1/2" T-580-A PIPE: SLEEVES: SCHED. 40 PVC; 2X LINE SIZE LATERAL LINES: CLASS 200 PVC, (MIN. 14" COVER) MAINLINE: SCHED. 40 PVC, (MIN. 24" COVER) SERVICE LINE UNCONNECTED PIPE CONSTRUCTION NOTES 1 POINT OF CONNECTION: 1" METER (2 OF 2) AT EXTENSION OF EXISTING OF 8" WATER MAIN. 2 LOCATE IRRIGATION MAINLINE 6" FROM EDGE OF SIDEWALK IN PLANTING AREA. 3 LOCATE IRRIGATION MAIN 6" FROM EDGE OF ACCESS ROAD. 4 120V POWER SERVICE TO CONTROLLER 20' 0' 20' 40' SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 8.02 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) IRRIGATION PLAN DATE: June.2013 SHEET NO. 34 OF 44 I! 111 CL to - - 13.8 B-4 3/4" d year` - 31A.v 16.94 B-3 Ei-, 2 GPM 1" a1+00 W10 A ,2+00 NE PARK DRIVE / II NOTE: THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING 8-INCH WATER LINE AND SHALL EXCAVATE FOR THE TRENCHING OF THE NEW SERVICE LINE AND FOR THE METER THAT WILL BE INSTALLED BY THE CITY. CONTRACTOR SHALL RESTORE THE TRENCH AREA ONCE THE METER IS INSTALLED. 5 y i 4 B-6 10.92 f 1" GPM k1w REVISION DESCRIPTION N 13.52 se+0o _ —1 N PARK DRIVE 61-0 1v. r/ i� I� 14 it 3/4" S�tGve 1� 6.24 C GPM + . i' ' I I v ' t• r LOCATE VALVES 5' MIN. FROM DRIVEWAY APRON ._4 G , cJ 15.0 GPM — 59+00 t 70+W SURVEYED: JFS Km STATE OF 8 CITY OF RENTON DRAWN BY: MGS - �- WASHINGTON REGISTERED DESIGN BY: MGS LAND RCH,TEf,T Public Works Department CHECK BY: LBM I®rs r.m a Q ..y „� dj'.201� APP FOR CONSTRUCTION PROD MGR: LBM CERTIFICATE TE TIS INOR 414 BY / DATE � BY APP. DATE ... P.V.C. PIPE SCHEDULE `. PIPES ARE TO BE SIZED ACCORDING TO G.P.M (GALLONS PER MINUTE) DEMAND DOWN LINE FLOW VELOCITIES ARE NOT TO EXCEED 5' PER SECOND. SCHEDULE 40 P.V.C. MAINLINE PIPE i G.P.M. PIPE SIZE 0 - 8 3/4" 9- 12 - 22 1 1/4" i' 23 - 35 1 1/2" 36 - 50 2" CLASS 200 P.V.C. LATERAL LINES 3► G.P.M. PIPE SIZE O 0 - 10 3/4" O 10 — 14 1" 14 — 24 1 1/4" ((� 24 — 30 1 1/2" 30 — 50 2" CONTROL VALVE FLAG J G.P.M. T e. V-1 CONTROLLER DESIGNATION G.P.M. 1" AND VALVE NUMBER �V VALVE SIZE IRRIGATION LEGEND SYMBOL DESCRIPTION 1 SPRAY HEADS: 6' POP-UP HEADS (DESIGN PRESSURE 30 P.S.I.) 1 RAIN BIRD 1806-SAM SPRAY BODY / 8 SERIES MPR II 8' SERIES -HALF (0.47 GPM MPR NOZZLE) 0 4'X15' LEFT CENTER STRIP (0.49 GPM MPR NOZZLE) C3 4'X15' RIGHT CENTER STRIP (0.49 GPM MPR NOZZLE) 13 4'X30' SIDE STRIP (1.21 GPM ROTARY NOZZLE) ROTARY HEADS: 6 POP-UP HEADS DESIGN PRESSURE 30 P.S.I. RAIN BIRD 1806-SAM SPRAY BODY / 13'-18' SERIES (0.80 GPM ROTARY NOZZLE) K Q-QUARTER, H-HALF, TT -THREE QUARTER EQUIPMENT: IRRIGATION POINT OF CONNECTION (120 P.S.I.): O 3/4' WATER METER (2-TOTAL IN METER BOX) ® BACKFLOW PREVENTION: DOUBLE CHECK VALVE ASSEMBLY (FEBCO 1/2- 85OU IN GROUND VAULT) PEDESTAL MOUNT CONTROLLER (STAINLESS STEEL) TORO SENTINAI_ (2-TOTAL) ® MASTER VALVE / FLOW METER (IN VALVE BOX) TORO 220 1' BRASS VAIAVE /70RO 075 TFS FLOW SENSOR ELECTRONIC CONTROL VALVE (IN VALVE BOX) RAIN BIRD 100-PEB QUICK COUPLER ASSEMBLY (IN VALVE BOX) RAIN BIRD 44-LRC ® BRASS BALL VALVE (IN VALVE BOX) NIBCO 1-1/2' T-580-A ® SLEEVES: SCHED. 40 PVC; 2X LINE SIZE LATERAL LINES: CLASS 200 PVC, (MIN. 14" COVER) MAINLINE: SCHED. 40 PVC, (MIN. 24" COVER) SERVICE LINE — UNCONNECTED PIPE CONSTRUCTION NOTES tO POINT OF CONNECTION: 1' METER (2 OF 2) AT EXTENSION OF EXISTING OF 8' WATER MAIN. OLOCATE IRRIGATION MAINLINE 6' FROM EDGE OF SIDEWALK IN PLANTING AREA OLOCATE IRRIGATION MAIN 6' FROM EDGE OF ACCESS ROAD. (D 120V POWER SERVICE TO CONTROLLER 2D' 0' 20' m- SCALE IN FEET 8.02 HIGHLANDS TO LANDING DRAWINGNo. PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FEDAIDNO. CM-10701007) IRRIGATION PLAN DATE: June.2013 SHEET NO. 34 OF 44 ►50 a 0 12 i 0 N N 0 a Q -o 0 a WATER SERVICE CONNECTION RIGID COPPER PIPE TYPE L WATER METER 1 SCHEDULE 40 PVC MAINLINE z w �-- IRRIGATION MAINLINE FLOW METER DOUBLE CHECK MASTER VALVE VALVE ASSEMBLY WATER SERVICE CONNECTIONRIGID COPPER PIPE I TYPE L IRRIGATION POINT OF CONNECTION DIAGRAM NOT TO SCALE 1 LV 1� JLIVJVFI\ RAIN BIRD S150P -MASTER VALVE FLOW SENSOR NOT TO SCALE 2 EXTENSIONS COPPER TRACE WIRE MAINLINE SCHEDULE 40 CONDUIT 1 PE-89 CABLE TO (TROLLER (7-1 /2" FOR 1-1 /2") FINISH GRADE CARSON12" STANDARD VALVE BOX WITH LOCKING LID EXTENSIONS (AS REQUIRED) LINE SIZE BRASS BALL VALVE DOUBL PLASTIC UTILITY VAULT 25" WIDTH X 40" LENGTH WYE STRAINEF REDUCER (BOTH SIDES; RIGID COPPER PIPE TYPE L, TO WATEF SUPPLI BRICK (EACH CORNER) ELEVATION NOTE: ALL PIPE FROM WATER METER TO DOUBLE CHECK VALVE SHALL BE RIGID COPPER, TYPE L. BRASS NIPPLES, FITTINGS, UNIONS, AND OTHER NECESSARY CONNECTIONS THROUGH THE DOUBLE CHECK VALVE TO THE PVC COUPLING SHALL BE BRASS OR BRONZE. DOUBLE CHECK VALVE ASSEMBLY NOT TO SCALE CARSON VALVE BOX WITH LOCKING LID LINE SIZE BRASS BALL VALVE SCHEDULE 40 PVC BUSHING AS REQUIRED NOT TO SCALE 90 DEGREE SCHEDULE 40 PVC ELL �— SCHEDULE 80 PVC NIPPLE SCH 40 ,H 40I._ _I I I- UNION FIPT PVC BRASS '= '� BRASS *SCH 40 PVC -t SCH. 80 THREAD[ MAINLINE BRASS UNION _ - 6 j NOTES: *EXCEPT © POINT OF I _ CONNECTION APPURTENANCES. 6" PEA GRAVEL USE TEFLON TAPE ON ALL THREADED FITTINGS. NOTE: BALL VALVE INSTALLATION UP FLOW FROM THE CROSS —CONNECTION CONTROL DEVICE SHALL RECEIVE ALL RIGID COPPER, TYPE L PIPE AND BRASS OR BRONZE FITTINGS AS REQUIRED. BALL VALVE NOT TO SCALE PVC ADAPTER ASSEMBLY NOT TO SCALE \DE - 1" BELOW TOP OF NIPPLES AND S MAINLINE TO CONTROL VALVES - 18" BELOW FINISHED GRADE (TYP.) MAX. DEPTH SEE DETAIL FOR PVC ADAPTER ASSEMBLY (THIS SHEET) "KFILL FOR DRAINS. 12" MIN. DEPTH UNDER VAULT WATER PROOF CONNECTION FINISHED GRADE STATI 0 N ID TAG 18" COIL OF WIRE - IRRIGATION VALVE PER PLANS PVC SLIP -FIX FITTING DOWNSTREAM OF VALVE IRRIGATION LATERAL BRICK (EACH CORNER) 6" PEA GRAVEL SCHEDULE 80 UNION, UPSTREAM OF VALVE SURVEYED: JFS Q r� i STATE OF �6 �-= CITY OF RENTON HIGHLANDS TO LANDING DRAWING No. 8.OJ DRAWN BY: AGB �� WASHINGTON PROJECT NO, 31796 k, DESIGN BY: ACB REGISTERED Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007 LAN ARCHITECT P \ FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobal Partner �• �[ 10230 Ns Points Drive `T -goiciAPPROVED FOR CONSTRUCTION IRRIGATION DETAILS DATE: June. 2013 PROD MGR: LBM suite 400 EO hnd wasw*on p8033 CURTIS LAPIERRE Phone: (425) 822-4448 CERTIFICATE NO. 474 BY: DATE: SHEET NO. 35 OF 44 FAX: (425) 827-9577 NUMBER REVISION DESCRIPTION BY APP. DATE77� www.otak.com FINISHED GRADE NATIVE BACKFILL 0 00 E 0. z 0 J 04 w 0 L U ,i 1 " CLEAR THERMOPLASTIC, LOCKING RUBBER COVER LABELED WITH "DO NOT DRINK" STAINLESS STEEL HOSE CLAMP (2 REQUIRED) GRAVEL BACKFILL FOR DRAINAGE 6" MIN. LAYER FACTORY PRE —ASSEMBLED PVC TRIPLE SWING ASSEMBLY #4 REBAR (30" MIN.) NOT TO SCALE GROUND WIRE CONDUIT, MIN. 1 1 /2". GROUND PER ASIC GUIDELINES 2" CONDUIT FOR CONTROL WIRES (UP TO 24 STATIONS) 3/4" POWER CONDUIT FOR 120 VOLT SERVICE: SIZE, TYPE, DEPTH PER LOCAL CODE A -_ 4 d FRONT SECTION/ELEVATION 1" CLEAR, TYP. QUICK COUPLER VALVE TWO PIECE BODY L�—; . . i • DIA. X : DEEP BLICK NI Z PVC SCH. 80 THREADED RISER PVC SCH 40 TEE PVC MAINLINE N TORO SENTINEL TOP ENTRY FIELD SATELLITE CONTROLLER STAINLESS STEEL PEDESTAL 2" CONDUIT FOR CONTROL WIRES (25-48 STATIONS) 0to] wa[on 01M_111 PEDESTAL BASE: CONCRETE OR PREFABRICATED FINISH GRADE 1 /2" CONDUIT FOR SENSOR WIRES NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. I an w 11 � UMM NOT TO SCALE POP-UP HEAD NOT TO SCALE FINISH GRADE/TOP OF MULCH POP—UP SPRAY OR ROTOR HEAD PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) FACTORY PRE —ASSEMBLED PVC TRIPLE SWING ASSEMBLY PVC LATERAL PIPE PVC SCH 40 TEE OR ELL #3 REBAR STAKE TO MARK SLEEVE (PAINT TOP SAFETY ORANGE) PAVEMENT o/",7 <BACKFILL AS SPECIFIED --i j ...... CONTROL WIRE `'' w ' '— �' ' SCHED. 40 P.V.C. SLEEVE 2X LINE SIZE `II I I I NOTES: o EXTEND IRRIGATION SLEEVE 6 o BEYOND EACH SIDE OF PAVING. MAINLINE OR o DEPTH OF MAINLINE = 24". LATERAL PIPE o DEPTH OF LATERAL @ PAVING = 14" MIN. DEPTH OF LINES UNDER DRIVING SURFACES = 24" MIN. SLEEVE UNDER 1-405 SIB OFF RAMP SHALL BE INSTALLED BY BORING METHOD IRRIGATION SLEEVE NOT TO SCALE NOTES: " SNAKE ALL P.V.C. PIPING IN TRENCHING. TIE LOOSE 3' LOOP IN ALL IRRIGATION WIRING AT CHANGES IN DIRECTION GREATER THAN 30 DEG.. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. NOT TO SCALE COPPER TRECE WIRE (FROM VALVE TO END OF ZONE) LATERAL LINE MAINLINE IRRIGATION WIRING WHERE ELECTRICAL WIRING DOES NOT SHARE COMMON TRENCH, OVEREXCAVATE TRENCH 2" MIN. AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. LOCATE ALL WIRING NOT IN COMMON TRENCHES ACCURATELY ON RECORD DWGS.. SURVEYED: JFS Q DRAWN BY: ACB • , STATE OF - CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. H.O4 WASHINGTON � PROJECT NO. 31796 DESIGN BY: ACB REGISTERED — Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070 007 LANDS AP CHITECiT P FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobal Partner � 10230 NE Points DriveAPPROVBO FOR CONSTRUCTION PROD MGR: LBM suite 400 IRRIGATION DETAILS DATE: June.2013 Kirkland lfas6ingtoa 98033 C U R T I S L AP I E R R E Phone: (425) 822-4446 CERTIFICATE NO. 474 BY: DATE: /� SHEET NO. 36 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 / l% www.otak.com / I 1� a M M io i 0 N N 0 a a m 0 a- STA 56+59, 2 CORNUS KOUSA 5'1+00 r- i 11 of l tri { z .mil .`_ .ram ff • o a . „a. ;,,,,. ,-w....�,..�_:� �------w�. e._ �s,.�,....��.,,.:a��`""s3wM_,y�z..--,., „Sk.- ..,..,,n °.% e 'ihe .... ,..xd. ��---�•_--s.,...�,"-..._,..,�.,.�,w_.--�.. m. v a 59+00 41VI Ar 1 STA 57+09, 35'LT 3 END VO H BEGI�STA 60+32, 36'LT , ----- _ 25' (TYP.) STA 60+51, 1 CERCIS CANADENSIS 3-9-7- FASTEN REDBUD STA 60+97, 3 CERCIS CANADENSIS 60+00 `ry Li vIaiL-INII i\wuvu 61+00 NE K DRIVE PT: 60+83.44 CONSTRUCTION NOTES 1. ALL DISTURBED AREAS SHALL BE RESTORED PER DETAIL 3 ON DRAWING 9.04 LEGEND AREA ANTICIPATED TO BE DISTURBED SURVEYED: JFS 9.01 DRAWN BY: MGS • , STATE WASHINGT '� - CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. REGISTERED PROJECT NO. 31796 DESIGN BY: MGS REGISTERED — Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070 007 LAND ARCHITECT P CHECK BY: LBM HanmiGlobal Partner Q ^ �d FED AID NO. CM-1070(007) 10230 NE Points Drive %06APPROVED FOR CONSTRUCTION LANDSCAPE PLAN DATE: June. 2013 PROJ MGR: LBM Suite in CURTIS LAPIERRE Kirkland, iashington e8033 Phone: (425) 822-"M CERTIFICATE NO. 474 BY: DATE: [{� / SHEET NO. 37 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577"000 www.otak.com ,ILS ASTER U ,ILS I ASTER I SIIGP .-. c •O S U r \ 64 NEW ZEALAND SEDGE a' 2 STA 63+29, 76'LT i Tj 0 3 ROWS 2.5 O.C. � A END CENTERED IN PLANTER r, ('25' (TYP.) t t ice/ r r, 64+0H — ---- �;'OL' Arii , r —r 65+0oSTA 61+72, 6 CERCIS CANADENSIS _--F 48 LT EASTERN REDBUD 63+00 i,r' + t r 62+00 , i' I C . d am ` e`� D� e µ A �. D D D D e e. D De p ,d 25' (TYP.) D p D D A. d d D �A��. A 20' (TYP.) STA 68+75, CEDRUS DEODORA STA 69+15, CEDRUS DEODORA r :-.., . 5 LT . . . . . . tr . STA 69+55, CEDRUS DEODORA . 70 LT '.. . . . . D,e d D. e e" p. e e D e .� . .. D D e ..DD e d eD d D .� L-...# S p d d A • - 25' (TYP.) d e o e D' e e e STA 68+87, 4 STYRAX JAPONICUS STA 67+89, 2 STYRAX JAPONICUS 451T h STA 67+01, 3 STYRAX JAPONICUS 4 D . aD . 45 LT D D _ 68+00 — _ 69+00_ a ••• D _ I_ —_ _� STA 66+53, 41'LT D i 0- -7 ;b)- BEGIN 0 �----� 1 STA 69+80, 42'LT 0 END ®R,vF- 7p+00 CONSTRUCTION NOTES 1. ALL DISTURBED AREAS SHALL BE RESTORED PER DETAIL 3 ON DRAWING 9.04 LEGEND AREA ANTICIPATED TO BE DISTURBED 20' 0' 20' 40' SCALE IN FEET SURVEYED: JFS • � STATE OF A6 �- CITY OF IZENTON HIGHLANDS TO LANDING DRAWING NO. 9.02 DRAWN BY: MGS � � WASHINGTON � PROJECT NO. 31796 DESIGN BY: MGS REGISTERED — Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070 007 LAND E ARCHITECT P CHECK BY: LBM HanmiGiobalPartner � !� FED AID NO. CM-1070(007) 10230 NE Points Drive .,�4k/APPROVED FOR CONSTRUCTION PROD MGR: LBM DATE: June.2013 Suite 400 LANDSCAPE PLAN 1Grkland, fashington 98ai3 C UR T I S L A P I E R R S Phone: (425) 822-4W CERTIFICATE NO. 474 gY: DATE:l�I� SHEET NO. 38 OF 44 FAX: (425) 827-9577 NUMBER REVISION DESCRIPTION BY APP. DATE o) 88 MOUNT VERNON I u - n r) 0-0 Q Ib 12 O i 0 N N 0 a Q v 0 0 FL \ \i1fill,\ ► i i NE PARK DRIVE EAST OF 1-405 nr'OlNC (+AAIAMrK101C- nCy n n �� 40�Is REVISION DESCRIPTION SURVEYED: JFS DRAWN BY: ACB DESIGN BY: ACB CHECK BY: LBM PROJ MGR: LBM 29 NEW ZEALAND SEDGE Elm HanmiGlobal Partner 10230 NE Points Drive Suite 400 IOrklend, ieshington 98033 Phone; (425) 822-4446 FAX: (425) 827-9577 STATE OF WASHINGTON REGISTERED LAN L?e*E A41;�T CURTIS LAPIER E CERTIFICATE NO. 474 s: CITY OF RENTON rtl Public Works Deportment APPRO)okMFOR CONSTRUCTION BY: DATE:`' HIGHLANDS TO LANDING PEDESTRIAN CONNECTION PROJECT CM-1070(007) LANDSCAPE DETAILS DRAWING NO. 9.03 PROJECT NO. 31796 FED AID NO. CM-1070(007) DATE: June.2013 SHEET NO. 39 OF 44 0 of E 0 z 0 T 9 3 v 0 / 0 / 0) r_ M O O r M U N 0 a / Y .L 0 L U E D- OD M to i 0 N N 0 a a S 0 a- CIP CONCRETE SIDEWALK — NTS SHRUBS PER PLAN AND SPECIFICATIONS. SPACING PER DETAILS. 3" FINE BARK MULCH — TOP OF MULCH SHALL BE INSTALLED 1 /2" BELOW TOP OF CURB. KEEP MULCH CLEAR OF TRUNK BASE. TOP OF ROOT CROWN 1" ABOVE FINISH GRADE OF TOPSOIL. CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. TOPSOIL 'TYPE A' — 30" DEPTH AT CENTER SEE PAVING AND GRADING PLANS SUBGRADE NOTE: TOPSOIL TYPE 'A' SHALL BE INSTALLED IN 6" LIFTS AND COMPACTED TO 85% MAX DENSITY PRIOR TO PLACING NEXT LIFT. Botanic Name Common Name QUAN SIZE NOTES Cedrus deodorus Deodora Cedar 3 5 Gal. Carex testacea New Zealand Sedge 118 1 Gal. Cercis canadensis'Forest Pansy' Forest Pansy Redbud 10 2-1/2" Cal. Grown as street tree at nursery Cornus sericea'Isanti' Isanti Red Osier Dogwood 103 5 Gallon Cornus (kousa x nuttallii) x kousa'KN 30-8' PP16309 Venus Dogwood 13 2-1/2" Cal. Grown as street tree at nursery Molina caerulea Purple Moor Grass 84 1 gallon Pachysandra terminalis Japanese Spurge 2900 1 gallon Prunus laurocerasus'Mt. Vernon' Dwarf Mt. Vernon Laurel 190 2 gallon Spiraeajaponica'Walbuma' Japanese Spirea 170 2 gallon Styraxjaponicus'JFS-D' Snowcone Japanese Snowbell 9 2-1/2" Cal. Grown as street tree at nursery NOTE: ALIGN OR ROTATE TREES TO ENSURE BRANCHES DO NOT EXTEND PAST CURB. CIP CONCRETE SIDEWALK 12" ROOT BARRIER CONTINUOUS LENGTH OR MIN. 15 FEET PAST NEAREST TREE WW w ANCHOR ROOTBALL WITH 3 CABLE ANCHORS ON ALL TREES M A M ROM TREE SPACING PER PLAN v 'r 3" FINE BARK MULCH — TOP OF MULCH d SHALL BE INSTALLED 1 /2" BELOW TOP OF CURB. KEEP MULCH CLEAR OF TRUNK BASE. ROOT CROWN 2" ABOVE FINISH GRADE OF TOPSOIL. CUT AND REMOVE TWINE AND BURLAP FROM TOP AND SIDES OF ROOTBALL. (REMOVE ALL WIRE BASKETS.) TOPSOIL 'TYPE A' — 30" DEPTH AT CENTER COMPACT X TOPSOIL BELOW ROOT BALL TO MINIMIZE SETTLEMENT SIDEWALK PLANTING STRIP TREE PLANTING DETAIL NTS PLACE 3" LAYER OF FINE COMPOST THROUGHOUT — —€ I SIT,- THOROUGHLY TILL COMPOST INTO TOP 6" SUBGRADE STEP 1 VISTURBED AREA RESTORATION-' NTS FINISH GRADE HYDROSEED — STEP 2 SEE PAVING AND GRADING PLANS NOTE: TOPSOIL TYPE 'A' SHALL BE INSTALLED IN 6" LIFTS AND COMPACTED TO 85% MAX DENSITY PRIOR TO PLACING ADDITIONAL TOPSOIL. DO NOT INSTALL BOULDERS VERTICALLY LAY FLAT. +-1/3 BELOW FIN. GRADE NOTE: FINAL PLACEMENT WILL BE FIELD DIRECTED BY ENGINEER. 4—MAN BOULDER INSTALLATION NTS 4-Man Boulders Deleted per CO #03 SURVEYED: JFS DRAWN BY: ACB • , STATE OF CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 9.04 WASHINGTON REGISTERED �_ PROJECT NO. 31796 DESIGN BY: ACB a✓� REGISTERED Public works De artment PEDESTRIAN CONNECTION PROJECT CM-1070(007 v LAND C ARCH TECT P CHECK BY: LBM NanmiGlobalPartner Q ` FED AID NO. CM-1070(007) 10230 NE Points Drive �' v APPROV D FOR CONSTRUCTION LANDSCAPE DETAILS DATE: June. 2013 PROJ MGR: LBM Suite 400 CURTIS LAPI RRE Siddend, Washington 96033 Phone: (425) 822-4448 CERTIFICATE N0. 474 gY: DATE: �/ SHEET NO. 40 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (4z5) 827-9577 www.otak.com 17.7' LT PT EDGE LINE 7.7' LT PT LANE LINE 2.3' RT PT LANE LINE 12.3' RT PT DOUBLE YELLOW CENTER LINE 0 STA 57+53.62 7.5' 17.5' LT PC EDGE LINE ' 2.5' LT PC LANE LINE RT PC LANE LINE ' S� 12.5' RT PC DOUBLE YELLOW. CENTER LINE 23.5' RT PC LANE LINE rift STA 56+22.53, 20.8'LT ' AP LANE LINE �o o STA 55+08.28, 39.2'LT / BEGIN EDGE LINE O STA 54+87.10," 16.21T �X BEGIN LANE LINE S f 4+87.17, 27.9'LT IN LANE OPENING ' ��xoo STA 55+18.75, 17.8'RT BEGIN DOUBLE YELLOW CENTER LINE STA 54+86.79, 5.31T BEGIN DOTTED EXTENSION LINE STA 61+71.31, 35.1'LT PT, AP EDGE LINE STA 61 +49.10, 32.61T PC EDGE LINE STA 61+50.32, 22.7'LT PC LANE LINE STA 61 +51.63, 12.8'LT PC LANE LINE STA 61 +52.93, 2.9'L PC DOUBLE YELLOW CENTER LINE REMOVE EXISTING PAVEMENT MARKING (TYP.) 17.5' LT AP EDGE LINE 7.5' LT AP LANE LINE 2.5' RT END DOTTED EXTENSION LINE 2.5' RT BEGIN LANE LINE 12.5' RT AP DOUBLE YELLOW CENTER LINE 23.5' RT AP LANE LINE STA 56+52.48, 25.0'RT BEGIN LANE LINE -' END LANE OPENING STA 61 +50.00, 2.5'LT AP DOUBLE YELLOW CENTER LINE STA 61 +00.00 10.9' RT AP DOUBLE YELLOW CENTER LINE 21.9' RT END LANE LINE STA 63+47.85, 64.5'LT END EDGE LINE STA 63+35.79, 79.2'LT END EDGE LINE STA 63+10.96 32.9a SEC EDGE LINE 20.9'LT P`CC-, LANE LINE 10.9'LT PCC DQ YELLOW CENTER I_J LI STA 62+90.26, 53.6'LT PC EDGE LINE FZ'22�,` R'g$ d M 12.3' RT PCC DOUBLE YELLOW CENTER LINE 23.3' RT PCC LANE LINE �C�� ►� a .� �. A t SIDEWALK DETOUR MOD] ♦ FA 1 l� 1 NOT TO SCALE STA 63+62.59, 41.9'LT END EDGE LINE STA 64+26.93, 33.0'LT BEGIN EDGE LINE V ' / 50' 0' 50' 100' REMOVE) EXISTING PAVEMENT MARKING SCALE IN FEET R=606 ,. A,, }/ 0 / 1 [ y4 STA 64+26.90, 23.0'LT BEGIN LANE LINE STA 63+61.07, 31.6'LT '\\AP EDGE LINE STA 63+52.78, 20.51T END LANE LINE STA 63+52.92, 10.5'LT END DOUBLE YELLOW CENTER LINE STA 63+38.59, 0.7'LT END DOUBLE YELLOW CENTER LINE STA 62+92.87, 36.8'LT PC EDGE LINE STA 62+70.32, 33.31T END LANE LINE NOTE: BEGIN EDGE LINE 1. TEMP. PAVEMENT MARKING SHALL BE PAINT PER WSDOT STD. PLAN M-20.10-02. 2. REMOVE EXISTING PAVEMENT MARKING THAT CONFLICTS WITH NEW MARKING. i nA' DIVERS1011 40 4, STA 69+64.85 25.4' LT PT EDGE LINE 35.4' LT PT LANE LINE 9xo STA 69+82.54, 25.4LT ° END LANE LINE STA 70+13.68, 35.4'LT AP EDGE LINE STA 71 +44.68, 39.2'LT END EDGE LINE NOTES 1. PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES, UNLESS APPROVED BY THE CITY OF RENTON. 2. CONTRACTOR SHALL ESCORT PEDESTRIAN THROUGH THE WORK ZONE WITHIN THE BRIDGE AREA. 3. SEE WSDOT STANDARD PLAN K-34.20-00 FOR PEDESTRIAN DETOUR AT INTERSECTION. '"o SURVEYED: JFS • . 1I M c Fq „ DRAWING NO. 1 0.01 DRAWN BY: CMF ti og w ►j � �-= CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796 DESIGN BY: TJP a'� - Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) tol FED AID NO. CM-1070(007) CHECK BY: LBM H230 NEobal oints rivener 1 CONSTRUCTION CHANNELIZATION PLAN 10230�te 400 Doe 237 APPROVED FOR CONSTRUCTION DATE: June. 2013 PROJ MGR: LBM Kirkland,Washington OW GISTF+¢PEDESTRIAN ACCOMMODATION DETAIL Phone: (425) 822-4W G1 01101f SHEET NO. 41 OF44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) k.com 77BY: DATE: wnK.otak.com 0 0 J N E 0 z 0 i; J 00 0 L U E d 0 (0 i �r 0 N (N 0 a a 0 E: G20-2A (END ROAD WORK) F00 .._r_.t 14P 1 WORK AHEAD) 120-1 ROAD WORK AHEAD) I Qe W20-1 (ROAD WORK AHEAD 350' s! F 1� -wl I� W21-5 i (SHOULDER WORK) 350' I �I l� 60' 11 60' TYP W., LATERAL BUFFER - 4' WORK AREA _I CHANNELIZING DEVICE (DRUMS) (TYP) /-- WORK AREA M �W21-5 350' (SHOULDER WORK) W20-1 (ROAD WORK AHEAD) WB LANE WB LANE 10' MIN.; (10' MIN. SECTION A NOT TO SCALE \ 350 r NOTES: 1. ALL SIGNS ARE BLACK ON ORANGE. 2. PROTECTIVE VEHICLE SHALL BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD THE WORK AREA. 3. TRAFFIC SAFETY DRUMS WITH TYPE C STEADY BURNING WARNING LIGHTS SHALL BE USED. 4. SHOULDER CLOSURES SHALL BE LIMITED TO THE FOLLOWING HOURS: • MONDAY TO FRIDAY (DAYTIME) 9:00 AM TO 3:00 PM • SUNDAY TO THURSDAY (NIGHTTIME) 7:00 PM TO 5:00 AM • WSDOT IS APPROVING TRAFFIC CONTROL WITHIN WSDOT LIMITED ACCESS ONLY. • CONTACT JUAN REYES (WSDOT TRAFFIC) AT (206) 440-4467 FIVE DAYS PRIOR TO WORK FOR COORDINATION. 2A ROAD WORK) V21-5 SHOULDER WORK) y DOUBLE YELLOW CENTER LINE EB LANE 11' MIN. 350' EB LANE 11' MIN. 1 ) WORK AHEAD) EB LANE 11' MIN. iio �V.,F ! i�-`.,. ' - 100' 0' 100' 200' SCALE IN FEET SURVEYED: JFS DRAWN BY: CMF :, , • , c�-0 eo - CITY OF FENTON HIGHLANDS TO LANDING DRAWING NO. 10.02 DESIGN BY: TJP O a'o� l �x Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070 007 Mill PROJECT NO. 31796 P ( FED AID NO. CM-1070(007) a � ti e CHECK BY: LBM H230 NEoointsbal Divertner TRAFFIC CONTROL PLAN - DATE: Jan. 2014 1023o NE Points Drive �I APPROVE FOR CONSTRUCTION Suite iq G13TE¢�' SHOULDER CLOSURE (WB) SHEET NO. 42 OF 44 1237 PROJ MGR: LBM �, �asn�ngtaa NUMBER REVISION DESCRIPTION BY APP. DATE Phone: (425) 27-9577 Cs1 FAX: (425) 827-9577 SrOjljAj, � BY: DATE: www.otak.com I A�� //# a I .. E a d- (0 O N N 0 a a -o m 0 0 FL W20-1 (ROAD WORK AHEAD) W20-5R (RIGHT LANE CLOSED AHEAD PROTECTIVE VEHIC 10 c e' 120-1 ROAD WORK AHEAD) ,s p 60' TYO f o k 1 lull � 600' fg s { t t ` 14' MIN' 50' —I— SIGN SPACING ON RAMP SHALL BE "AS AVAILABLE" CHANNELIZING DEVICE (DRUMS) (TYP) • NOTES: 1. ALL SIGNS ARE BLACK ON ORANGE. 2. PROTECTIVE VEHICLE SHALL BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD THE WORK AREA. 3. TRAFFIC SAFETY DRUMS WITH TYPE C STEADY BURNING WARNING LIGHTS SHALL BE USED. 4. LANE CLOSURES SHALL BE LIMITED TO THE FOLLOWING HOURS: • WESTBOUND NE PARK DRIVE (ONE LANE CLOSED) SUNDAY TO THURSDAY (NIGHTTIME) 8:00 PM TO 5:00 AM • NORTHBOUND 1-405 EXIT TO NE PARK DRIVE (ONE LANE CLOSED) SUNDAY TO THURSDAY (NIGHTTIME) 8:00 PM TO 5:00 A • SOUTHBOUND 1-405 EXIT TO NE PARK DRIVE (ONE LANE CLOSED) SUNDAY TO THURSDAY (NIGHTTIME) 8:00 PM TO 5:00 A • WSDOT IS APPROVING TRAFFIC CONTROL WITHIN WSDOT LIMITED ACCESS ONLY. • CONTACT JUAN REYES (WSDOT TRAFFIC) AT (206) 440-4467 FIVE DAYS PRIOR TO WORK FOR COORDINATION. VEHICLE �. � W20-1 �e 5p' (ROAD WORK AHEAD) t '\ W20-5R 250' (RIGHT LANE CLOSED AHEAD)—� R LANE CLOSED) —1 0 WORK AHEAD) SEQUENTIAL ARROW SIGN 225' 30' 350' 100' 0' 100' 200' SCALE IN FEET SURVEYED: JFS �► cF" }_- CITY OF RENTON HIGHLANDS TO LANDING DRAWING NO. 10.03 DRAWN BY: CMF ti of ML PROJECT NO. 31796 DESIGN BY: TJP 3 a x A — Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) CHECK BY: LBM HanmiGlobalPartner TRAFFIC CONTROL PLAN - DATE: Jan. 2014 10230 NE Points Drive ,�� APPROV FOR CONSTRUCTION PROJ MGR: LBM Erktand,fashng&98M IST � ONE LANE CLOSURE (WB) Phone: (425) 822-4446 Cs SHEET NO. 43 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 Sj� BY: 0//� DATE: wmr.otaLk.com it i It W12-501 R { (IMPACT ATTENUATOR MARKING) INSTALL IMPACT ATTENUATOR d • o� % ;:''!� SEE NOTE 5 ® k • NOTES: • Ake --44 1. ALL SIGNS ARE BLACK ON ORANGE. - -�" 2. PROTECTIVE VEHICLE SHALL BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD THE WORK AREA. ® 1,01� 3. TRAFFIC SAFETY DRUMS WITH TYPE C STEADY BURNING WARNING LIGHTS SHALL BE USED. 'r 4. CONTACT JUAN REYES WSDOT TRAFFIC AT 206 440-4467 FIVE pk ,�� .�-�~,�.� �� ( ) ( > EXISTING PAVEMENT MARKING W20-1 t � DAYS PRIOR TO WORK FOR COORDINATION. �� )I, � �+ TO BE REMOVED (TYP.) ', ;j 5. IMPACT ATTENUATORS SHALL BE ONE OF THE FOLLOWING: (ROAD WORK AHEAD) I� � I \ QUADGUARD CZ 3 BAY MANUFACTURED BY ENERGY ABSORPTION SYSTEMS, INC. ' REUSABLE ENERGY ABSORBING CRASH TERMINAL (REACT 350) 5g CONSTRUCTION CHANNELIZATON j` i t MANUFACTURED BY ENERGY ABSORPTION SYSTEMS, INC. t {� ABSORB 350 WITH 5 ABSORBING ELEMENTS MANUFACTURED PER DRAWING 10.01 (TYP.) I ` 1 � BY BARRIER SYSTEMS, INC. } ' , ' TRITON CET MANUFACTURED BY ENERGY ABSORPTION W152 401 R I SYSTEMS, INC. USE TL-2 FOR 45 MPH OR LESS. (LATERAL CLEARANCE MARKER) ll� l SCI100GM, SC170GM MANUFACTURED BY SCI PRODUCTS INC. W4-1 R t� (MERGING FROM RIGHT) i It r R1-2 It s ; (YIELD) I, ( �I ® % 1 1 CONCRETE BARRIER WITH 0 REFLECTORS I 50' 0' 50' 100' Omnii SCALE IN FEET , REVISION DESCRIPTION BY I APP.I DATE / / / WORK AREA A / / / 100'/ QPP W20-1 (ROAD WORK AHEAD) CHANNELIZATION DEVICE (DRUM TYP.) SEE INSERT ABOVE FOR DETAILS CONSTRUCTION CHANNELIZATION PER DRAWING 10.0 DOUBLE YELLOW CENTER LINE 12" SHY WB LANE WB LANE _I EB LANE WORK AREA 10' MIN. 10' MIN. 10' MIN. TEMP. CONCRETE BARRIER WITH REFLECTORS SECTION A NOT TO SCALE SURVEYED: JFS • , M C 'P DRAWN BY: CMF ti wpg w�s�►j��l ��- CITY OF IZENTON G► Y M1 DESIGN BY: TJP o — Public Works Department tj CHECK BY: LBM HanmiGlobal Partner 10230 NE Points naive APPRQUfD FOR CONSTRUCTION PROJ MGR: LBM �n� asbin& EM 73TEg�� Phone: (425) 82--577 BY: DATE: I A /©/� FAX: (425) 8279577 jOjljAj, � w_.,a� www.otak.com W20-5R (RIGHT LANE CLOSE AHEAD) EB LANE 11' MIN. W20-1 (ROAD WORK AHEAD) 100' 0' 100' 200' SCALE IN FEET HIGHLANDS TO LANDING DRAWING NO. 10.04 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 FED AID NO. CM-1070(007) TRAFFIC CONTROL PLAN - DATE: Jan.2014 ONE LANE CLOSURE AT BRIDGE (WB) SHEET NO. 44 OF 44