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Home My WebLink AboutSWP273295 07 CITY OF RENTON a. MAPLE VALLEY HIGHWAY (SR169) W IMPROVEMENTS: PHASE 2 zcoFEDERAL AID NO. STPUL 0169 (19) r w rr U) REVIEWED FOR COMPLIANCE a } Q TO CITY STANDARDS: _0_ DRAWING INDEX TRANSPORTATION SYSTEMS DIRECTOR DATE LLI J SHEET NO. DWG NO. DESCRIPTION MAINTENANCE SERVICES DIRECTOR DATE > 1 G1 TITLE, DRAWING INDEX, AND VICINITY MAP W 2 G2 LEGEND AND ABBREVIATIONS J D_ PLAN REVIEW DATE < 3-4 SQ1-SG2 SUMMARY OF QUANTITIES 5 AP1 ALIGNMENT PLAN UTILITY SYSTEMS DIRECTOR DATE 6-7 CS1-CS2 CONSTRUCTION SEQUENCING 8-11 TS1-TS4 TESC PLAN i I PROJECT SITE FIRE MARSHALL DATE 12-13 RS1-Rc) T`7:C,�L <JADWAY SECTIONS 14-19 RP1-RP6 PLAN AND PROFILE 20 RD1 ROADWAY DETAILS RECOMMENDED FOR APPROVAL: 21 DW1 DRIVEWAY PROFILES =I * 22-23A DD1-DD3 DRAINAGE DETAILS 9j 24-35 S1-S12 WALL PLAN AND DETAILS 36-38 CH1-CH3 CHANNELIZATION PLAN DATE 39-47 SG1-SG9 SIGNAL PLAN DATE .J �...'.... 48-49 SP1-SP2 SIGNAL PRIORITY AND INTERCONNECT PLAN 50-52 IL1-I1-3 SIGNING AND ILLUMINATION PLAN DATE 53-61 SB1-SB9 SIGN STRUCTURE PLANS 62-64 LS1-LS3 LANDSCAPE PLAN DATE 65-68 LS4-LS7 IRRIGATION PLAN a T� GOLF E wr DATE COUIR fAURS F .. °SRO 9 f R � J. EiHF 90% SUBMITTAL 24043 NONECITY OF RENTON Rio-z4-M �sf�oG, EENG� Perteet M w�c w --% CITY OF RENTON MAPLE VALLEY HIGHWAY(SR169) <25-252-771�tA06815 B90C w..ILs DATUM IMPROVEMENTS: PHASE 2 2,0,�b...�s�,� � G 1 EXPIRES: 11 25/ e.nreu.w,wyosam. NO. REVISION CAE rrv` Planning/Building/Public Works Dept, W By onrE APPRo TITLE,DRAWING INDEX,AND VICINITY MAP AI—NNNf�IAA F- FA STPUL 0169(19) SURVEY SYMBOLS WATER SYMBOLS SIGNALIZATION SYMBOLS LINETYPES SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL LINETYPE DESCRIPTION LINETYPE DESCRIPTION Cf) THEOR./ FOUND/ EXIST. PROP. d SURFACE FEATURES:EXIST. PROP. EXIST. PROP. DESCRIPTION (EXISTING) UTILITIES IZ 1 J CAP/PLUG ' ' BUILDING LINE (EXISTING) CABLE TELEVISION (AERIAL) ao- /-` ANGLE POINT GUARD POST -�— —� AERIAL DISCONNECT CURB/PAVEMENT/SIDEWALK (EXISTING) -- -ery --- CABLE TELEVISION (BURIED) ---- ---- - ------ $ -� BENCH MARK D ► REDUCER -� AERIAL TERMINAL COMPARTMENT CURB/PAVEMENT/SIDEWALK (PROPOSED) vu FORCE MAIN • BLOCK CORNER - THRUST BLOCK — - FENCE (EXISTING) c - 9 O MONUMENT (S CASE) EB 0 WATER GAS .METER j ❑ DIPOLE DETECTOR FENCE (PROPOSED) POWER (AERIAL) ® MONUMENT (SURFACE) FIRE HYDRANTS: l—i RPPOWER (BURIED) 2-NOZZLES SURVEY:SECTION DATA: - ER {6- 4- 3-NOZZLE QUADRAPOLE DETECTOR - ss CENTERUNE (PROPOSED) sD STORM RAISANITARY NAGE w SECTION CENTER JOINTS: ——————————— RIGHT-OF-WAY (EXISTING) T TELEPHONE _ z 1 FLANGE/BLIND FL O O ROUND LOOP DETECTOR RIGHT-OF-WAY (PROPOSED) Br TELEPHONE (BURIED) r E - MECHANICAL -- -- PROPERTY LINE EXISTING � � SECTION CORNER (EXISTING) PEDESTRIAN DETECTOR w WATER o C C PUSH-ON/HUB ._ �- PROPERTY LINE (PROPOSE-0) a v VALVES: LIMIT OF FULL DEPTH PAVEMENT ►O� QUARTER CORNER I sic SIGNAL CONDUIT h WIRE Q> r INDICATOR LIGHT ------ AIR RELIEF ® ® SOIL BORING T T — PROPOSED EASEMENT a� BLOW-OFF _ a BUTTERFLY OPTICOM SENSOR . (PROPO jTY SERVICE LINE (GENERAL��11 ABLE S PROPOSED CEMENT CONCRETE TV CABLE TELEVISION (AERIAL) 0 C6 N GATE/GENERAL OPTICOM SENSOR W/ SIDEWALK ery CABLE TELEVISION (BURIED) _ INDICATOR LIGHTS PLANING ILLUM[iTAI%N--COUffMT1&WIRLFBER OPTIC (BURIED) LU I JUNCTION J WARING SYSTEM FORCE MAIN SURFACE FEATURES/ GAS/POWER/ a GAS Q Z. 0 0 ® ® 0UNCTIOONN BOXES (TYPE I, II, III) U PAVER DRAIN > LANDSCAPING TELEPHONE SYMBOLS P POWER (AERIAL) LLI 61 4. PEDESTRIAN PUSHBUTTON BP POWER (BURIED) —j SYMBOL DESCRIPTION SYMBOL DESCRIPTION POST W/ PUSHBUTTON ss SANITARY SEWER 2 EXIST. PROP. EXIST. PROP. Q PEDESTRIAN SIGNAL HEAD STORM DRAINAGE ® a GAS METER T TELEPHONE (AERIAL) MAIL BOX ID rl GAS VALVE O SIGNAL POLE NOTE Err TELEPHONE (BURIED) ------------- RIP RAP Q ------ CONDUIT PAD MOUNTED �-� == R/R CROSSING GATE w WATER TRANSFORMER C�C= cmca ROCKERY P I1 © POWER VAULT Y R/R CROSSING SIGNAL u UNDERDRAIN SHRUB UTILITY POLE SIGNAL CONTROLLER ABBREVIATIONS ;,✓' LV..' o- + ® ® SIGNAL LOAD CENTER AP ANGLE POINT MJ MECHANICAL JOINT FITTING 1 = t SIGN STREET LIGHT ASSEMBLY APPROX APPROXIMATELY MON MONUMENT +— E— UTILITY POLE A y� 1 V ANCHOR m *TC ASPH ASPHALT MUTCD MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES TREE (Conifer) ❑ ■ TELEPHONE 4 AVE AVENUE N NORTH RISER NA NOT APPLICABLE TRAFFIC SIGN-BRIDGE AVG AVERAGE v Deciduous BM BENCH MARK O TREE (Deciduous) ET TELEPHONE BOS BACK OF SIDEWALK N0. NUMBER VAULT TRAFFIC SIGN-CANTILEVERED NTS NOT TO SCALE ® m SOT BOTTOM PC POINT OF CURVE RETAINING WALL 1 CALC CALCULATED PCCP PORTLAND CEMENT CONC. PAVEMENT � -rr TRAFFIC SIGN-SINGLE POST CB CATCH BASIN PE PLAIN END-PIPE ( ( FLAG POLE CF CUBIC FEET PSE PUGET SOUND ENERGY CENTERLINE CL, TRAFFIC SIGN-DOUBLE POST C/L, PT POINT OF TANGENT ® IMPACT ATTENUATOR CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE / CMU CONCRETE MASONRY UNIT POINT OF VERTICAL CURVE CHANNELIZATION TRAFFIC SIGNAL POLE CONC CONCRETE PVI POINT OF VERTICAL INTERSECTION CONST CONSTRUCT PVMT PAVEMENT TRAF!? SYMBOLS _ W// LFIC UMINAIRE Of SIGNAL POLE CUBIC YARD PVT POINT OF VERTICAL TANGENT E DI DUCTILE IRON R RADIUS SANITARY/STORM SYMBOL DESCRIPTION TRAFFIC SIGNAL DIA DIAMETER RT RIGHT r paST• PROP, SUPPORT POLE DWG DWI VERTICAL DISTANCE R/W, ROW RIGHT OF WAY SEWER SYMBOLS s SOUTH � � � BETWEEN PM AND ROAD SURFACE HANDICAP SYMBOL —fl —� VEHICLE SIGNAL HEAD SD STORM DRAIN SYMBOL DESCRIPTION EL ELEVATION SP SPECIAL PROVISION EACH SEW STRUCTURAL EARTH WALL LANE CONTROL ARROWS: EXIST. PROP. VEHICLE WINSIGNAL HEAD a W ARROW INDICATOR EST. ESTIMATE SPEC SPECIFICATION 9 STRAIGHT ARROW 0 / IX, IXISi D(ISTING SS SANITARY SEWER o • SAN. SEWER CLEAN OUT Q FL FH FIRE HYDRA TING NT ST STREET WIRE NOTE STA STATION G� ``\ LEFT TURN ARROW FT FEET/FOOT STD STANDARD C SAN. SEWER MANHOLE L ® STAINLESS STEEL FLUSH MOUNTED G GAS UNE WALK JUNCTION BOX GE GRATE ELEVATION / SY SQUARE YARD GV GAS VALVE TESC TEMPORARY EROSION SEDIMENTATION CONTROL ❑ ■ STORM DRAIN CATCH BASIN TYPE I/INLET RIGHT TURN ARROW HR HOUR TC TOP OF CURB HORIZ HORIZONTAL OF STORM DRAIN CULVERT IE INVERT ELEVATION TTYPW T PICAAL WALL s 4 4 LEFT-STRAIGHT ARROW IN INCH/INCHES UNO UNLESS NOTED OTHERWISE Z STORM DRAIN CATCH BASIN TYPE II LF LINEAL FOOT/FEET ® VERT VERTICAL W ` DA�,� LS LUMP SUM W WEST, WATER LINE, WITH 3 /� L WSOOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION LEFT THRUST BLOCK I� RIGHT-STRAIGHT ARROW MAX MAXIMUM MB MAILBOX MH MANHOLE MIC MONUMENT IN CASE MIN MINIMUM g • J.A/NFL DATUM NORTH ARROW �0 90% SUBMITTAL NONE CITY OF CITY OF RENTON io-24-os ~ Na�EE `� Perteet �. m R RENTON MAPLE MPROVEMEN HIGHWAY TS:PHASER169) e2s-2s2-Too1 Sao 5-99a '� � I DATUM C EXPIRES: 11 25 22m cowv.K .swa soa ,E Planning/Building/Public Works Dept. u�rc GZ e�,m,.w.myio�eezw e NO. REVISION BY LEGEND AND ABBREVIATIONS 2 W AI—NNNNAA I- I- d a d TOTAL RELATED STAND. UNIT CL QUA NTTTY SPED. ITEM ITEM SR 169 SB:;TION NO, STA.1531+30 TO STA.1552+50 PREPARATION LS 1-05 LS CONTRACTOR SUPPLIED SURVEYING LS LS 1-09 0001 LS MOBILIZATION LS LS 1-09 0035 LS ICLEARINGANDGRUBBING LS LS 2.02 0050 LS I REMOVAL OF STRUCTURE A NO OBSTRUCTION LS 970 2-02 0220 LF REMOVING EXISTING FENCE 970 z (.O 16 2-02 0049 EA RBJOVECATCH BASINS 16 11 w .GRADING a � 1040 2-03 0310 CY ROADWAY EXCAVATION INCL HAUL 1040 a } 85 2-03 0350 CY UNSUITABLE TION EXCAVATION INCL.HAUL 85 Q 5700 2-03 0431 TON GRAVEL BORROW WCL HAUL 5700 = DRAINAGE 580 2-10 1030 CY DITCH EXCAVATION WCLHAUL 580 1 7-05 EA SHA LLOW INLET 1 = 820 7-01 1160 LF 11NDERDRAW FiFE61N DAM 820 } W STORM SEWER J 26 7-05 3091 EA CATCH BASIN TYPE 1 26 J 16 7-05 1 3105 EA CATCH BASIN TYPE248 IN-DAM 16 2 7-05 3109 EA CATCH BASIN TYPE260 IN.DAM 2 W 1 7-05 3107 EA CATCH BASIN TYPE272 W.DAM. 1 J 2800 7-04 LF HOPE STORM SEWER PIPE 12 IN.DAM 2800 d 380 7-04 LF DJCTILE IRON PIPE 12 PL DAM 380 Q LS 8-35 LS EASTSTORMVAULT LS LS 8-35 LS EASTSANDFILTE2 LS LS 8-35 LS WEST STORM VAULT LS LS 8-35 LS I WEST SA NO FILTER LS LS B-35 LS OIUWATBR 58-ARATOR LS 14 7-08 FA PLUGGING ECLSTWG PIPE 14 WATER LINES 3 7-14 3846 FA HYDRANTASSEMBLY 3 STRUCTURE . 504 2-09 4006 CY STRUCTUREEXCAVATION CLASS A WCL HAUL 504 LS 2-09 4013 LS SHORING OR EKTRA EXCAVATION CL A LS 328 7.01 4025 CY GRAVEL BACKPLL FOR WALL 328 214 6-12 4139 CY CONC.CLASS 4000 FOR RETA WING WALL 214 25400 6.12 4150 POUNDS1 ST.RENF.BAR FOR RE'TAWWG WALL 25400 40 6-05 LF IHANDRAL 40 -- '� 656 6-10 4415 LF CONCRETE BARRIER TYPEA 6% 656 6-06 4410 LF BRIDGE RALING TYPES-BP 656 ASPHALT CONCRETE PA V E0 ENT FA 5-04 5703 FA CRACK SEALING FA 740 5-04 5711 SY PLANING BERIMINOUS PAVEMENT 740 2390 5-04 5717 TON RMA.for Preleveling Cl.12"PG 64-22 - 2390 2920 5-04 5767 TON HMA.a.12"PG 64-22 2920 4290 5.04 5769 TON H.M.A.a.1"PG 64-22 4290 CALC 5-04 5830 CALC IJOB MIX COMPLIANCE PRICEACASTME r CALC CALC 5-04 5835 CALC COMPACTION PRICEADJUSTMENIM CALC 160 5-04 5873 TON RUA.for Approach G.12"PG 84-22 160 0 z' IRRIGATION AND WATER DST. LS B-03 6071 LS IRRIGATION SYSTEM LS FA 8-03 FA RESTORATION OF BUSTING IRRIGATION SYSTEM FA EROSION CONTROL 8.PLANTING g 30 8•01 6403 DAY ESC LEAD 30 32 8-01 6471 EA INLET PROTECTION 32 6 FA 8-01 8490 FA EROSK"WATER POLLUTION CONTROL FA 2300 8-01 6373 LF SILT FENCE 2300 LANDSCAPING(GENERAL) 1 B-02 6552 EA PSIPEARNOLD PROMISE WTTCHHAZE-(5 GAL) 1 1700 B-02 6552 PA PSIPEMT.VERNON LALkREL(1 GAL) 1700 136 8-02 6552 EA PSIFE BAERALD GREEN ARBORVITAE(3'-W HT.) 135 21 8.OZ 6552 EA PSIPE GOMER WATERER RHODODENDRON(18"-21"SPREAD) 21 72 8-02 6552 EA PSIPESTT3JA DEORO DAYULLY(1 GAL) 72 Xi §K NSA CITY OF CITY OF RENTON 10-24-05 2" ` Perteet RIX REN TON MAPLE VALLEY HIGHWAY(SR169) _ IMPROVEMENTS:PHASE 2 u I. EN �zs-zsz-nooiiaoo-e+s-esoo �Ian DATUM Planning/Building/Public Works Dept. �SQ� EXPIRES: 11 25 E wmn ��"ee o� BY DATE APPRWE N0. REVISION `.'"�"�"' SUMMARY OF QUANTITIES "¢T. .3 .. A-NNNNAA rn V+ - TOTAL RELATED STAND. UNIT CL QUANTITY SPEC. ITEM ffT3M � SR 169 0- SECTION NO, STA.1531+30 TO STA.1552+50 LANDSCAPING(GENERAL)CONTINUED 1 1 8-02 6414 ACRE SEEDING,FERTILIZATION,AND MULCHING 0.6 190 8-02 6405 CY TOPSOLTYPEA 190 175 8.02 6410 CY TOPSOIL TYPE B 175 50 8.02 6580 CY BARK MULCH 50 z (.0 TRAFFIC f- r 3330 8-04 6700 LF CEMENT CONC.TRA FFIC CURB A ND GUTTER 3330 m 1210 B-04 6701 LF CEMENT CONC.TRAFFIC CURB 1210 c/) 265 8-07 6726 LF EXTRUDED CURB 265 ` d } 470 8.07 6730 LF TYPEA PREASTTRAFFICCURB 470 Q 212 B-11 6751 LF BEAM GUARDRAIL TYPE I 212 1 5-11 6771 EP, BEAM GUARDRAIL ANCHOR TYPE I 1 = 2250 6-10 6776 LF PRECAST CONC.BARRIERTYFE2 2250 �r 100 6-10 6781 LF TEMPORARY CONC.BARRIER 100 = 27 6-10 6784 LF IREMOVNGAND RESETTING EXISTING PERMANENT BARRIER 27 8290 8-22 680E LF PANT LINE 8290 >- 930 8-22 6806 LF PA INTED DROP LA NE LINE 930 LLJ 1830 B-22 6818 LF PLASTIC WIDE U E 1830 J 18 8.22 6833 —EA PLASTIC TRAFFIC ARROW 18 J Q 230 8-22 6847 LF PLASTIC DOTTED WIDE LINE 230 550 8.22 6857 SF PLASTIC CROSSWALK LINE 550 W 330 8-22 6859 LF PLASTICSTOPLINE 330 J 53 8-22 6871 EA PLASTIC TRAFFIC LETTER 53 12L 11 B-09 6882 HUND RA ISED PAVBA3,rr MP,RKER,TY PE 1 11 Q 3 8-09 6884 HUND RAISED PAVEMENTMARKER,TYPE2 3 LS B-21 6890 LS PERMA NENT SIGNING LS LS 8-21 6897 LS SIGN BRIDGE NO.1 LS LS 8-21 6898 LS CANTILEVER SIGN STRUCTURE NO.1 LS LS 8.20 6904 LS ILLUMINATION SYSTEM NO.1 LS LS 8-20 69N LS ILLUMINATION SYSTEM NO.2 LS _ LS 8.20 6912 LS TRAFFICSIGNAL SYSTEM MODIFICATIONS-159/CEDAR RIVER PARK LS LS 8-20 6912 LS TRAFFICSIGNAL SYSTEM MODIFICATIONS 169/SHARES DRIVEWAY LS LS 8-20 6912 LS TRAFFICSIGNAL SYSTEM-169/405ON-RAW LS LS 8-20 6912 LS TRAFFIOSIGNAL SYSTEM-169/SUNSETBOULEVARD LS LS 8.20 6912 LS TRAFFICSIGNALSYS TN-1691HOUSERWAY LS ?✓ LS B-20 6912 LS TRAFFIC SIGNAL INTERCONNECT SYSTEM LS LS 1.10 6964 LS TRA FFIC CONTROL LS 2 8-17 7440 EA PERMANENT IMPACT ATTENUATOR 2 OTHER 2850 2-09 7006 CY STRUCTURE EXCAVATION CLASS B INCL HAUL 2850 11100 2.09 7008 SF SHORING OR EXTRA EXCAVATION C.B 11100 88 7-01 7014 SY GRAVEL BACKFLL FOR DRAIN 88 796 8-31 7550 SY CONSTRUCTION GEOTECTTLEFOR UNDERGROUND DRAINAGE 796 2100 8-14 7055 SY CEMENT CONC.SIDEWALK 2100 100 8-05 7059 SY CEMENT CONC DRIVEWAY ENTRANCE TYPE 100 1 EI-14 7058 EA CEMENT CONIC.SDEEWALK RA MP TYPE I B 1 7 8-14 7058 EA CEMENT CONC.SIDEWA LK RA MP TYPE 28 7 1 8.14 7058 EA CEMENT CONC.SIDEWALK RA MP TYPE 48 1 12 7-05 9605 EA CONNECTION TO DRA INAGE STRUCTURE 12 9 7-05 3080 EA ADJUST EXISTING MANHOLE 9 _ 6 7-05 3100 EA ADJUST EXISTING CATCH BASIN 6 y 11 7-12 6243 FA ADJUST EXISTING VALVE BOX TO GRADE 11 9 8-26 6243 EA ADJUST EXISTING VAULT - 9 - 9 7-05 3110 EA LOCKING SOLID METAL COVER AND FRA ME FOR CATCH BASIN g LS 2-01 FA ROADSIDECLEANUP FA LS 1-04 LS RNISHAND CL.EA NUP LS LS B-02 LS PROPERTY RESTORATION LS g CA LC 1-04 7728 CA LC MINOR CHANGE LS 1-07 7736 LS SPCC PLAN LS FA 1.07 FA UTILITY POTHOLING FA FA 1.07 FA RESOLUTION OF UTILITY CONFLICTS FA II 'v E yE t3 O y WQ Z O 9 is e E/NF�O F s WA CITY OF CITY OFRENTON "10—z4—os p� �.o E EG�� Perteet wu . c MAPLE VALLEY HIGHWAY(SR169) Hf R E IN TO N L EN ,:5.:s:-„�„��,,:89� �� DATUM IMPROVEMENTS:PHASE 2 nm cow »�+..su,.zoo Planning/Building/Public Works De t. 6E r�„m�w, P �SQZ EXPIRES: 11 25 s»m,.w.w .zeao, N0. REVISION BY DATE APPR � SUMMARY OF QUANTITIES 4 A-NNNNAA FA STPUL 0169(19) PROJECT CONTROL F- PRIMARY HORIZONTAL CONTROL POINTS (CLOSED TRAVERSE) (n VERTICAL: POINT NORTHING EASTING ELEVATION DESCRIPTION I y PROJECT BM: PCP 3 17964-4.132 1303087.888 46.92 MAG NAIL/WASHER 1 0- CITY OF RENTON VERTICAL BENCH MARK #1938; TOP OF PCP 5 179476.990 1303518.724 49.65 MAG NAIL J 0- SOUTHWEST BOLT ON SOUTHWEST" LIGHT STANDARD PCP 6 179275.766 1303932.405 73.00 MAG NAIL ls? 0- CORNER OF 3RD AND MONTEREY. PCP 7 178752.616 1304011.872 57.11 TACK LEAD PLUG PCP 8 178437.175 1303785.908 52.64 MAG NAIL ELEV. - 106.529 FT. (NAVD 88 DATUM) PCP 9 177945.545 1304731.715 55.92 MAG NAIL y K ALL TBM AND CONTROL POINT ELEVATIONS ESTABLISHED BY DIGITAL DIFFERENTIAL LEVELS. HORIZONTAL-- HORIZONTAL CONTROL IS BASED ON THE WASHINGTON I Z STATE PLANE COORDINATE SYSTEM (1983/91. U.S. r SURVEY FEET). THE PROJECT HORIZONTAL DATUM FOR w THIS SURVEY IS AT GRID VALUES. PCP 9 \ 1s U) HORIZONTAL CONTROL ESTABLISHED FROM GLOBAL a � POSITION SURVEY CONSTRAINED TO KING CO. CONTROL Q POINTS /1887, #2677 AND NGS SUPER NET"HAFF". >= ALIGNMENT CONTROL - SR 189 C3 STATION NORTHING EASTING DESCRIPTION = 1525+00.00 177506.351 1305175.931 BOP \� 1531+35.31 177977.773 1304750.040 PC 1 L<J 1533+00.37 175100.254 1304639.389 PI J 1534+65.34 178215.942 1304521.554 PT -J RADIUS: 5550.00' \ �s Q 329.9 DELTA: 25" � LENGTH: 329.96 \ LLI TANGENT: 165.06 ! J 1535+24.14 178257.156 1304479.712 PC �\ `� �J` Q 1537+91.38 1784-44.457 1304289.097 PI 1540+58.20 178649.200 1304117.360 PT RADIUS: 5550.00' DELTA: 05'30'48" LENGTH: 267.24 - Q7�` � - PCP - TANGENT: 267.24 - - - - - - - - - - - -- _ 1543+88.56 178902.314 1 1303905.062 PC 1545+89.19 179056.030 1303776.130 PI 18V17 1547+89.73 179216.016 1303655.065 PT \ sIro RADIUS: 8000.00' DELTA: .2'S2'24" LENGTH: 401.08 TANGENT: 200.63 \ y 1549+89.08 179375.117 1303534.670 PC I PCP 7 1553+44.10 179658.083 1303320.543 PI 1556+29.99 179606.750 1302969.423 PT RADIUS: 1 600.00' L �' DELTA: 1 61-12'07" \ LENGTH: 640.90 MAPLE VALLEY HIGHWAY k 1-405 NORTHBOUND RAMP(AR3 LINE) TANGENT: 354.85 SR 189 STA. 1539+78.88- \ A. 74+53.81 1557 49,681 179589.462 1 1302851.150 EDP CEDAR RIVER PARK \�S MAPLE VALLEY HIGHWAY SR169 ACCESS STA.I0+00.00 �(,� >ts I srA 1549+ea.3e (53.37' L17 ALIGNMENT CONTROL-CEDAR RIVER PARK ENTRANCE 'S�y STATION NORTHING EASTING DESCRIPTION 10+00.00 178588.530 1304168.914 BOP \ 11+03.44 178519.192 1304092.245 PC l�� \1� 12+39.15 178428,091 1303991.657 PI le \ / 13+63.00 178426.063 130 855.962 PT I RADIUS: 360.00' J k I E DELTA 41'18'37" I / LENGTH: 259.560 TANGENT: 135.711 PCP 6 1 14+4 .1 1784 4.880 1303776.851 PC \�S 3 14+60.67 1784 4.603 1303758. 99 PI 14+76 86 178438.587 1303746.105 PT j- 1-405 14+94.99 178527.E 1303668. 68 OPRADIUS: 40.00' DELTA 49'46'O6"LENGTH: 34.745' PCP 5 TANGENT: 18.554'ALIGNMENT CONTROL-1-405 OFF RAMP-AR3 LINE STATION NORTHING FASTING DESCRIPTION MAPLE VALLEY HIG189 STA 754871+29.92 179192.227 13032s5.187 BOP - NORTHBOUND RAMP I PCP 3 72+86.27 179322.420 1303351.764 PC H-LINE STA. 273+16.78 74+02.60 179419.287 130416.1 0 PI I 74+53.81 179335.968 1303497.353 PT EOP UM Z RADIUS: 94.00' o DET.TA: 102'07'13" s LENGTH: 167.539 SCALE TANGENT: 1 116.330 E ALIGNMENT CONTROL-1-405 OFF/ON RAMP-H LINE NAVD' 88 150 75 0 FEET 150 300 8 STATION NORTHING FASTING DESCRIPTION 8 - 273+16.78 179334.493 1303565.410 BOP d E/NF 271+00.00 179473.384 1 1303731.851 EDP GQQ-�'F A FAO 90% SUBMITTAL RENTON N TO N CITY OF Perteet�� CITY OF RENTON to-24-W �o q 21043 Eo iac MAPLE VALLEY HIGHWAY(SR169) � >_ ��/NNpL ENG\ mis DATUM IMPROVEMENTS: PHASE 2 I d25-25]-i)9011A09-015-89°0 II II EXPIRES: 11 25 1 T'°1cowr^"^'°s"wsvo° CAE I Planning/Building/Public Works Dept. AP1 ewe°,w».M""°"'a'01 NO. REVISION BY DATE APPR ALIGNMENT PLAN 5 W A-NNNINAA FA STPUL 0169(19) CONSTRUCTION SEQUENCE GENERAL NOTES 1. THE CONSTRUCTION SEQUENCING ILLUSTRATED ON THESE DRAWINGS IS FOR THE CONTRACTORS INFORMATION. ti 2. WORK IS NOT SHOWN ON THESE DRAWINGS, SEE CONTRACT t f �1 \ n DRAWINGS. THIS DRAWING DEPICTS GENERAL CONSTRUCTION n � STAGING ONLY. 3, PEDESTRIAN ACCESS SHALL BE MAINTAINED TO ALL r PROPERTIES AT ALL TIMES. 4. ALL CONFLICTING LANE STRIPES AND MARKINGS SHALL BE COMPLETELY REMOVED BETWEEN EACH PHASE OF WORK. CONSTRUCTION SEQUENCE—STAGE 1 20 r 1. SETUP APPLICABLE TRAFFIC CONTROL SIGNING PRIOR TO 4- SITE MOBILIZING. w c CID Q a 2. SHIFT TRAFFIC LANES TO NORTH SIDE OF MAPLE VALLEY a' } HIGHWAY. CONSTRUCT SOUTH SIDE OF MAPLE VALLEY >Q HIGHWAY. CEDAR RIVER PARK Y O Q 2= WORK AREA IL Of 0 Lu ; W Ld 9 OG Z�Q I Q z W Lnp I- -1 InWULZLI I �- U MAPLE VALLEY HIGHWAY - SM9) - a ' STAGE 1 = J (n p cF �a 90% SUBMITTAL "° """' CITY OF CITY OF RENTON to-24-os Ao 24M o wIc � 1� 100 � MAPLE VALLEY HIGHWAY(SR169) Perteet �. RENTON NG DATUM IMPROVEMENTS:PHASE 2 ,25-252-1100 i,9W619-B9W V.C"e..�.".swa 9W --.*�-- Plannin Buildin Public Works Dept. GE 9/ 9/ C51 $ EXPIRES: 11 25 Ewctl.Wetlngtm9829, NO. REVISION By DATE APPR w.,em 'U"'®""' CONSTRUCTION SEQUENCING 6 W A-NNNNAA FA STPUL 0169(19) CONSTRUCTION SEQUENCE GENERAL NOTES 7 1. THE CONSTRUCTION SEQUENCING ILLUSTRATED ON THESE (n DRAWINGS IS FOR THE CONTRACTOR'S INFORMATION. � 2. WORK IS NOT SHOWN ON THESE DRAWINGS, SEE CONTRACT �-. DRAWINGS. THIS DRAWING DEPICTS GENERAL CONSTRUCTION ^' CL STAGING ONLY. 3. PEDESTRIAN ACCESS SHALL BE MAINTAINED TO ALL 1 PROPERTIES AT ALL TIMES. 4. ALL CONFLICTING LANE STRIPES AND MARKINGS SHALL BE \ a COMPLETELY REMOVED BETWEEN EACH PHASE OF WORK. 1 'I CONSTRUCTION SEQUENCE—STAGE 2 CEDAR RIVER PARK � CID 1. SETUP APPLICABLE TRAFFIC CONTROL SIGNING PRIOR TO z CO SITE MOBILIZING. Y w 2. SHIFT EASTBOUND TRAFFIC TO SOUTH SIDE OF MAPLE Q \ p (n VALLEY HIGHWAY. SHIFT WEST BOUND TRAFFIC TO THE IL a SOUTH TO ACCOMODATE CONSTRUCTION FOR NORTHERN Q � IMPROVEMENTS. Of j Q 3. CONSTRUCT NORTH SIDE OF MAPLE VALLEY HIGHWAY. L'J WORK AREA ~ <x I I ( C 7 Z _ x w z LLu WUW it J U 9 MAPLE VALLEY HIGHWAY {sRI6 ) / \ Lll _- a J d Q CL STAGE 2 a (� _ m, mo cy- oz zo 14 CONSTRUCTION SEQUENCE—STAGE 3 1. SETUP APPLICABLE TRAFFIC CONTROL SIGNING PRIOR TO SITE MOBILIZING. 2. CONSTRUCT TRAFFIC ISLANDS AND FINAL LIFT OF PAVEMENT ON MAPLE VALLEY HIGHWAY. WORK AREA CEDAR RIVER PARK / W Q a. QCD Lou vo Z> z �O\ �Q¢ I C 7 Z \ v W CO-)W ...........; MAPLE VALLEY HIGHWAY (SM9) a r J STAGE 3 cn 3 o mm N x. E�"FF�a 0-1 Z 090% SUBMITTAL CITY OF CITY OF RENTON 10-24-05 RZ,ou ° Perteet IA laic T• 100 MAPLE VALLEY HIGHWAY(SRi69) ��AVdI YR DaTUM `` REN TON IMPROVEMENTS:PHASE 2 �25-]S3ii0011-800815BBWwES2 G 21e7 Copy A—S—NO 6� � Planning/Building/Public Works Dept. IXPIRES: 11 25 e.«.e.v�w:^sp^sego+ N0. REVISION BY DATE APPR CONSTRUCTION SEQUENCING 7 A-NNNNAA T. 23 N., R. rJ E", w.M. A.P. STA 1532+50 FA STPUL 0169(19) c� I B 115EMP1 (47'LT) =\o'Lr) 1_ 1 �,\ CONSTRUCTION NOTES: `^-- ----- O SILT E -7— ��_ O 57pTEMPPLAN BR21.SILT �NCE PER CITY OF RENiON \ j �----- ^•ie1LL CL Fi l . FILL FILL O2 NOT USED THIS SHEET. gal w`- -- ,X.4Y .-_--• -" --- - -- O PERMANENT DITCH WITH ROCK CHECK DAM PER S�__-�t• ..�„ CITY OF RENiON STD. PLAN BR20. 0 1 O INSTALL CATCH BASIN FILTER PER DETAIL G G G G 4 DRAWING TS4. —G--G G :_ `= T G G G G J O O5 INSTALL CATCH BASIN SEDIMENT TRAP PER DETAIL DRAWING TS4. zw 153 O INSTALL WO VAULT PRIOR TO BEGINNING STORM I'+00 — — 1530+00 _ _ 1531+00 1532+00 1533+00 — _ 1-- SEWER INSTALLATION TO PROVIDE SETTLEMENT - - _ - _� - - - CAPACITY.THOUROUGHLY CLEAN AFTER ROADWAY cl: N 4726'46" E z IS STABILIZED. & MAPLE VALLEY HIGHWAY (SR169)I Z a 4 J < a 2 = U C7 _ ~ W �. .; 1 Lu a STA 153 50'RT) Q BEGIN TEMP. SILT FENCE A.P. STA 1532+15 (52.5' RT) 1 (TYP•) 3 TESC LEGEND HYDRO-SEED k MULCH ® PERMANENT ROCK CHECK DAM —+{�-- SILT FENCE AP. STA 1538+00 A.P. STA 1538+50 -� A.P. STA 15354-13 XJX�- 71N 536+ (55 LT) (55'LT) �— ORANGE BARRIER FENCE 534+ 8 (50' L 2' TYP 1 � PRESERVE EXISTING VEGETATION (4T L suaol '— -- -- x -- I FILL, :; _ ILL CD Mac _. .. ,..,.. -.;:., _-.. ,.x w. ..i _: ems,, � \ _ - y :.-.. � '' ..w..,: ---;ram •-�. O " \ �( GATE Ln G G --G 5 4 X X 4 P-K �- G G G------_- 1 4 f- O O G G----G-----_.G Q 1536+00 E 153 +00 U 1538+0- (j +00 — 1535+00 _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q Z w - -" MAPLE VALLEY HIGHWAY (SR 169) ; (n Q z Ld [if J 8 o Z 0 = 4 LLJ LLJ (n Rn Aga - _. �ob - - _ --- � ------- 2' TYP. 4 1 5 VEG 0 A.P. STA 15-- -----------"---- -- STA 1536+98 (56'RT) STA 1537+42 (55'RT) 3 (TYP.) END'TEMP-SitTfENCE----_. ------- BEGIN TEMP. SILT FENCE----- (54'RT) 0 - ------- - SCALE STA 1534+70 (56'RT) STA 1535+03 (56'RT) END TEMP. SILT FENCE BEGIN TEMP. SILT FENCE 20 10 0 FEET 20 40 90% SUBMITTAL ..�, 1"-20' " '"' � CITY OF CITY OF RENTON 10-z4—o5 �fNe2fsT4043 Perteet,K arc �„ RENTON MAPLE VALLEY HIGHWAY(SR169) f�AVA1 EH� ,--2--n�,,�81fi.,,� '"" YJs � - DAruM IMPROVEMENTS:PHASE 2 EXPIRES: 11 25 nm comv A."M»,s�xaoo CJE Planning/Building/Public Works Dept. TS1 EwrNl.WmMrgtm 9B20t € NO. REVISION BY DATE APPR TESC PLAN 6 a' G W A-NNNNAA � T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) f— STA 1539+33 (55'RT) I-- END TEMP. SILT FENCE n f 1v I ��u.�+ `•I I — i CONSTRUCTION NOTES: 0.P LTA 1539+00 STD. PLAN BR21. .., I -`--- � 7 O TEMPORARY SILT FENCE PER CITY OF RENTON . (4g� LT) h �\ - BUILDING j SIGN NOT USED THIS SHEET. PERMANENT DITCH WITH ROCK CHECK DAM PER CITY OF RENTON STD. PLAN BR20. O I x�. O I 0 O O4 INSTALL CATCH BASIN FILTER PER DETAIL .� DRAWING TS4. O SD +I OS INSTALL CATCH BASIN SEDIMENT TRAP PER w �. G G G G DETAIL DRAWING TS4. (O 4 BP BP BP L0 U CC r �G Cn C7 t G G � _ _ Q o_ Q -Cl - —�-- - - - - - - - --F- - - V) w3: ' MAPLE VALLEY HIGHWA w (� Z79 z J _ W UJI W = U) 4 _ W W U j Q a W � .2 �. . Q 5 4 M BE 54PEML 0.P. 39+00— A 1539 TESC LEGEND HYDRO—SEED k MULCH ® PERMANENT ROCK CHECK DAM SILT FENCE s --0 ORANGE BARRIER FENCE -- — ————— — ---- --- ` PRESERVE EXISTING VEGETATION p SD au 0 5 5 + 5 a O d — O L-0 + 00 Q — — 1545+00 — — _ 1546+00 — — — 15 T 0 — — 1544 L cn � — w MAPLE VALLEY HIGH Y (SR169) Z z U) 3 J Q W x 2 �, _z Icl fU 4 J W 4 SID 4 � � — SD W W Q LD SCALE GIN"TEMP. SILT FE 0 STA 154 +26 (72'—— END TEM . SILT FENCE 20 10 o FEET 20 40 90% SUBMITTAL T "®"°""" "' CITY OF CITY OF RENTON 10-24-W xIST ° `"� Perteet I.. '� 1• �, "R MAPLE VALLEY HIGHWAY(SR169) LEEN\� ® 125-252-1]OOItAWA15BBWk� I � �__ II DATUM RENTON IMPROVEMENTS:PHASE c 2mic.cvn..�.,SO— Planning/Building/Public Works Dept. TS2 o IXPIRES: 11 25 ew�n.w.w�n�5e2o1 NO. REVISION BY DATE APPR TESL PLAN . 9 0 W A-NNNNAA � T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) CONSTRUCTION NOTES: STA 1548+80 (59'LT) ,I U) BEGIN TEMP. --- EN P. TEMPORARY SILT FENCE PER CITY OF RENTON SILT FENCE i ' I E CE \ ,}I O STD. PLAN BR21. 4-� I 2 TYP i 1 O2 NOT USED THIS SHEET. __ n �— • r� �� SD \ SO �� 3 NOT USED THIS SHEET. /�� , ' �, - o F � _ � � 4 INSTALL CATCH BASIN FILTER PER DETAIL / DRAWING TS7. INSTALL CATCH BASIN SEDIMENT TRAP PER O DETAIL DRAWING TS7. w .i... J O ` O8 INSTALL WO VAULT PRIOR TO BEGINNING STORM c 4 I SEWER INSTALLATION TO PROVIDE SETTLEMENT z (D 00 ('V 2i I CAPACITY. THOUROUGHLY CLEAN AFTER ROADWAY It IS STABILIZED. 4 Q Q z +000. q a) - 1549+0 4 y° ` _ _ _ TESC LEGEND z -"�- 15X40 0�_ _ HYDRO-SEED & MULCH _ w ®— — � = LLl PERMANENT ROCK CHECK DAM Qa- T SILT FENCE m < I � 5p - 0- ORANGE BARRIER FENCE W J SD Q I SD--I ` VEG PRESERVE EXISTING VEGETATION� w w 4 W 5D w m a 4 1 \ O I4 a .. � 4 O - SO SCALE 20 10 D FEET 20 40 3- E FF%o 90% SUBMITTAL ..-m w• - CITY OF RENTON >0-24-os 90 R 24043 0 �� irrc T•�20' _..p__ CITY OF MAPLE VALLEY HIGHWAY(SR169) GIStfi+6 Perteet,n<. R RENTON I '"" Ws IMPROVEMENTS:PHASE 2 �zs-zsz-iraoi iaoa-eiseeoo �� DATUM 'terJE Planning/Building/Public Works Dept. TS3 EXPIRES: 11 25 Ew'.Y.Waltin-m9BP01 N0. REVISION BY DATE APPR - �""�'•' TESC PLAN 10- W A-NNNNAA FA STPUL 0169(19) H 0- IL IL M ° -----I-----7 0000b o°o°o° O O IObOo°o ----- --- ———— 0,0db O O I °�(-�.o-,�oa m 00000�p 10ip.0O°° z Cfl - o 000 O'�0000 4 r °o°o°oa Io�o0o°o ------ --- ---- ———— ———— ----- w rr o°o°o•'b 1 Q� 0 000 o Cl) o°o°o°o °o°o d 4 °o°o°o ---- o Q0 L. — -- 2 4 0 = ADAPTER BOOT wRETRIEVAL STRAP J 1 Q PLAN > ILL! IZ OVERFLOW ^ MAX SLOPE 1:1 3 3 ——————————� --------------- 4 o°0 4 •.'.r.. WATER OUTLET o00000 oo0o00 0 0 0 o 0 0 0 •'ircv 000000°o 3 o°000000 2 SEDIMENT y I 5 t I y I - \ I /v SECTION CATCH BASIN / CRATE INLET NOTES WITH GRATE 01 SHAPE OF SEDIMENTATION POND MAY VARY TO ( TEMPORARILY LEAVE OUT BLOCK. COVER OPENING FIT DRAINAGE AREA AND TERRAIN. MODIFY AS WITH WIRE SCREEN. NECESSARY TO ENSURE SATISFACTORY TRAPPING OF SEDIMENT.HALF—CIRCLE POND MAY BE USED ®PLACE GRAVEL IN FRONT OF SCREEN TO FILTER WHEN CURB AND GUTTER ARE INSTALLED SEDIMENT. DURING STREET CONSTRUCTION. NOTE: CATCH BASIN FILTERS SHALL BE INSTALLED ON SPECIFIED EXISTING CATCH BASIN PRIOR TO (5)SIZE POND BASED ON EXPECTED FLOWS DURING CLEARING AND GRUBBING ANY UPHILL AREA. CATCH BASIN FILTERS SHALL BE INSTALLED ON (1)CLEAN OUT WHEN SEDIMENT REACHES 6" BELOW CONSTRUCTION. NEW CATCH BASINS IMMEDIATELY AFTER INSTALLATION OF CATCH BASINS. THE FILTERS SHALL TOP OF GRAVEL. REMAIN FUNCTIONAL UNTIL THE UPHILL AREA IS STABILIZED AND AREAS DIRECTING DISCHARGE TO IT ARE PAVED. THE FILTERS SHALL BE "STORM WATCH CATCH BASIN INSERTS" FOR SEDIMENT ONLY, DISTRIBUTED BY PRICE—MOON ENTERPRISES, OR AN EQUAL APPROVED BY THE ENGINEER. CATCH BASIN FILTER CATCH BASIN SEDIMENTATION TRAP (N.T.S.) - (N.T.S.) ..A INF,�`O 90% SUBMITTAL OF RENTON TY �o a 24043 Co irc N•TS• �'�"� �% CITY OF MAPLE AIL EYY H G WAY(SR169) 10-24-05 '�ff/EcrsfER G�� Perteet,.. r�.n. -� RENTON IMPROVEMENTS:PHASE 2 . �NAL EN 252->10011AW 115-9900 DATUM c EXPIRES: 11 25 ! nmc" nw.,...s"nano CAE Planning/Building/Public Works Dept. TS4 -."reu.w.�„ eaze+ N0. REVISION BY DATE APPR TESL DETAILS 11 W A-NNNNAA FA STPUL 0169(19) CONSTRUCTION PROPOSED EXISTING EXISTING R/W R/W R/W CONSTRUCTION NOTES: VARIES VARIES PER PLAN I' PER PLAN O7 0.75' HMA CLASS 1" PG. 64-22. 3 LIFTS REQUIRED. " � a_ 2' 6' VARIES VARIES PER PLAN VARIES PER PLAN VARIES 6' I O2 SIDEWALK 0.33' HMA CLASS 1/2" PG. 64-22. 2 LIFTS REQUIRED. a_ SIDEWALK PER PLAN 1' 0.5' (0 0.5' 1' O 0.12 MIN. HMA CLASS 1/2" PG. 64-22 OVERLAY. PROFILE O < PIVOT POINT AND a 4 PREPARE AND PRE-LEVEL EXISTING SURFACES PER WSDOT STD. 0 ry. I SPEC. 5-04.3(5)A. 2% ————— TRAFFIC— 2% `'_. _ 4•�Mw 9 OS CEMENT CONCRETE CURB PER WSDOT STD. PLAN F-1. ——— --- —— \ III=L• I 6O CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. \ i PLAN F-1. z CEO 2 3 EXISTING GRADE— 3 2 CEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F-3. w [[ 8 7 6 1 4 4 1 6 7 8 I O GRAVEL BORROW INCLUDING HAUL ROADWAY SECTION A I Q 8"TOPSOIL TYPE B. a 10 EXISTING PAVEMENT BETWEEN THE SAWCUT LINE AND PROPOSED SEE DITCH SECTION Q N.T.S. THIS SHEET >> FACE OF CURB MAY BE PULVERIZED AND RE-GRADED PER THE STA 1531+33 TO STA 1540+25.00 SPECIAL PROVISIONS. �r 11 CONSTRUCT WALL AND BACKFILL PER WALL 1 PLAN AND ELEVATION. 12 CONSTRUCT MEDIAN ISLAND AT LOCATIONS SHOWN ON } CHANNELIZATION PLANS. SEE LANDSCAPE PLANS FOR PLANTER W CONSTRUCTION BACKFILL QPRRSED EXR/IV+NG EXISTING WALL EXR/VNG 13 0.25' HMA CLASS 1/2" PG. 64-22 FOR SIDEWALK. 14 EXTRUDED CURB TYPE 6, PER WSDOT STD. PLAN F-2b. w VARIES PER PLAN VARIES PER PLAN _J 15 TYPE 1 GUARDRAIL, PER WSDOT STD. PLAN C-2 AND C-4e. SEE CL Q (5 VARIES PER PLAN I DETAIL SHEET S-6. 16 CONSTRUCT WALL AND BACKFILL PER WALL 2 PLAN AND VARIES 6' VARIES VARIES VARIES VARIES PER PLAN VARIES 6' I ELEVATION. SIDEWALK PER PLAN PER PLAN PER PLAN SIDEWALK 15 0.5' I 12 v 0.5' 11 2%_ I 5 4:1 4:1 5 �27. Ili--- -- I 9 2 EXISTING GRADE 3 2 PROFILE GRADE AND 1 4 1 6 8 7 8 2 PIVOT POINT „ — 1 13 ,a , ROADWAY SECTION B N.T.S. STA 1540+25.00 TO STA 1542+75.00 CONSTRUCTION PROPOSED EXISTING EXISITNG WALL EXISTING R/W R/W R/W I I VARIES PER PLAN I VARIES PER PLAN 10 VARIES PER PLAN 1 I 1 9 _ 2' 6' 37' VARIES VARIES VARIES PER PLAN VARIES 6' SIDEWALK PER PLAN PER PLAN PER PLAN SIDEWALK 0.5' I 12 3 V 0.5' N I5 4'.1 4:1 5 N I 2% _2R 2R 2% DITCH SECTION N.T.S. STA 1531+27 TO STA 1534+10 EXISTING GRADE I 9 2 EXISTING GRADE 3 2 I -- 3 PROFILE GRADE AND 1 4 1 6 8 7 g 2 PIVOT POINT 7 6 1 ROADWAY SECTION C N.T.S. STA 1542+75.00 TO STA 1543+65.00 90% SUBMITTAL N.T"s. "°p'a""' :: CITY OF CITY OF RENTON 10-24-05 �a R 24043 0 RIC 9�rtw MAPLE VALLEY HIGHWAY(SR169) ��yoNgi E E�G�� Perteet,. tR RENTON IMPROVEMENTS:PHASE 2 q QS-12*1111 11-806815�9900 �I �J DATUM «FRS I c 2_c yA....son.990 O1�CJE �^w� Planning/Building/Public Works Dept. EXPIRES: 11 25/ E»mu,wA.m"9�oAHa NO. REVISION BY DATE APPR TYPICAL ROADWAY SECTIONS 12� W A-NNNNAA FA STPUL 0169(19) F- F— ~ CONSTRUCTION NOTES: CONSTRUCTION Ot PR 0.75' HMA CLASS 1" PG. 64-22, 3 LIFTS REQUIRED. n PROPOSED EXISTING _ EXISTING NG O2 0.33' HMA CLASS 1/2" PG. 64-22. 2 LIFTS REQUIRED. VARIES PER PLAN VARIES PER PLAN - O3 0.12' MIN. HMA CLASS 1/2" PG. 64-22 OVERLAY. 10 VARIES PER PLAN I O4 PREPARE AND PRE-LEVEL EXISTING SURFACES PER WSDOT STD. SPEC. 5-04.3(5)A. 2' 6' 37' VARIES VARIES VARIES PER PLAN VARIES 6' 1' ( O5 CEMENT CONCRETE TRAFFIC CURB PER WSDOT STD. PLAN F-1. SIDEWALK I PER12PLAN IPER PLAN PER PLAN SIDEWALK I O6 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD. w 0.5' v S 0.5' PLAN F-1. m I 3 I O7 CEMENT CONCRETE SIDEWALK PER WSDOT STD. PLAN F-3. CO w cr 2% 2% -2% I i O GRAVEL BORROW INCLUDING HAUL. Cn it 1 y .. r. �_ .. O _ --------_ --- -- -- - L 4,•� I O9 8"TOPSOIL TYPE B. > SED Q 16 -��zll- -- rt --- _ _ I 10 FACCE OF CURB MAY BNG PAVEMENT E PULVERIZED AND RE-GRADED EN THE SAWCUT LINE AND PPER OTHE __ - `-EXISTING GRADE I 2 EXISTING GRADE 3 2 I SPECIAL PROVISIONS. (D 3 PROFILE GRADE AND 1 4 1 6 7 8 it NOT USED THIS SHEET. 8 2 PIVOT POINT _ I 12 CONSTRUCT MEDIAN ISLAND AT LOCATIONS SHOWN ON 4L 7 6 1 CHANNEUZATION PLANS. SEE LANDSCAPE PLANS FOR PLANTER L J BACKFILL J 13 ROADWAY SECTION D THRU 15 NOT USED THIS SHEET. � Q N.T.S. 18 CONSTRUCT WALL AND BACKFILL PER WALL 2 PLAN AND ELEVATION. LLI STA 1543+65.00 TO STA 1547+04.00 - J 17 USE ALTERNATE SIDEWALK TREATMENT PER DETAIL A. 18 CONSTRUCT TRAFFIC ISLAND AT LOCATIONS SHOWN ON CHANNEUZATION PLANS. 19 USE ALTERNATE LANDSCAPE TREATMENT PER DETAIL B. 20 0.17 HMA CLASS 1/2" PG. 64-22. CONSTRUCTION 21 0.33 CSBC. PROPOSED EXISTING EXISTING 22 TYPE A TRAFFIC CURB. I I _ VARIES PER PLAN VARIES PER PLAN ---- -- 17 6' VARIES PER PLAN VARIES VARIES VARIES VARIES PER PLAN SIDEWALK PER PLAN PER PLAN PER PLAN _ 10 O 0.5' I 3 I 18 22 22 2 I _2% J 4 20 _ --�--- 3 21 3 - PROFILE GRADE AND EXISTING GRADE II 2 PIVOT POINT T 7 6 1 6' 8 SIDEWALK ROADWAY SECTION E 1' 0.5' N.T.S. 5 4 ?� STA 1547+04.00 TO STA 1550+88.40 PLANTER g 2% 3 I Lill 8 7 6 2 9 � 1 ALTERNATE LANDSCAPE TREATMENT DETAIL B ALTERNATE SIDEWALK TREATMENT DETAIL A N.T.S. N.T.S. STA 1543+65 (LT) TO STA 1548+40 (LT) STA 1548+40.00 (LT) TO STA 1550+88.40 (LT) J. ElNc Fro 90% SUBMITTAL N.Ta "' CITY OF CITY OF RENTON 10-24-M o R 24043 0 �iYC MAPLE VALLEY HIGHWAY(SR1(i9) dal EEH Perteet R E N TO N �� G\ DaTUM IMPROVEMENTS:PHASE 2 �zo-zsz-nao i iaoo-eu-esoo °A"1i0�� c zrm co�,r♦ww..sw.sm Planning/Building/Public Works Dept. EXPIRES: 11 25 ewmtwx.n��gro^eeza+ NO. REVISION BY DATE APPR TYPICAL ROADWAY SECTIONS W A-NNNNAA � T. 2 N., R. 5 E., W.M. FA STPUL 0169(19) CONSTRUCTION NOTES: 4 \ w z F, STA. 1532+30 (29.0'LT) z o CB-99 TYPE 1 O2 CONSTRUCT PARTIAL CEMENT CONCRETE APPROACH TYPE 4 \ w n G.E. 54.98 WITH PEDESTRIAN CURB, PER WSDOT STD. PLAN F-4. y I.E. 49.98 STA. 033TYPE (248" D) cwc;. a a < CB-103 TYPE 2 4CI DIA. . REMOVE AND RELOCATE ROCK WALL AS DIRECTED BY THE m �, o_ OPEN GRATE PER CITY STD. PLAN 3 \ N STA 7532+30 (35.0'LT) G.E. 54.47 ENGINEER (INCLUDED IN PROPERTY RESTORATION). CB-101 TYPE 2 48" DIA. CUT h RECONNECT IX. �j z �w W/ SOLID LID PER CITY STD. PLAN 24" SD I.E. APPROX. O SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. • oz0 '�� FlE FY PRIOR TO ASPHALT O ADJUST UTILITY VAULT TO GRADE. O U tJ w �E G.E. 55.70 CO PARKING F 0 m Pq CUT do RECONNECT EX. 24" •"' PROP. R 8 ADJUST-MANHOLE TO GRADE. ww~��j, +z N� SD I.E. 46.60 (12' �' wwo <o I.E. 45.60 POTHOLE EASEMENT �,z FIELD VERIFY PRIOR 4 12 O7 REMOVE FIRE HYDRANT AND INSTALL NEW FIRE HYDRANT o. w r 10 S PER CRY STD. PLAN BR24. TO CONSTRUCTION z CD ---- y _ Y -- wrr V SS-�--SS - - - -_ Ssmmmm' -=S " 1- r R/W _ 7 FILL--FILL - --- lu• -- -- -- FI - - BP ----FILL O ADJUST VALVE BOX TO GRADE. w _ 'o � S. 0 t0 CONSTRUCTREMOVE AIMPROVEMENTNLINK FENCE AND GATE AS REQUIRED TO QW �. - . t. - .�.'1 ' 12 VAULTS TO BE RELOCATED BY PSE. - ILL ILL ILL ILL ' '• "fL P7= 13 CONSTRUCTION. OTECT EXISTING TREES DURING _ •'" .. -G G G MAINTAIN AND PR = 10' EXISTING 24" SD PIPE G-, G� G G G SS G BT SS -�S BT}, -_ 8f 4 o SL=56.30R a 153 H Z W 1531+00 1532+00 1533+00 - U)� - _ _ _ _ _ _ _ _ _ _ _ - - w Q GENERAL NOTES: -I - - - 3 j MAPLE VALLEY HIGHWAY (SR169) Z Q 1. SEE ALIGNMENT PLAN FOR ALIGNMENT INFORMATION. Lu I 28 -� 2. PAVEMENT, CURB, GUTTER AND SIDEWALK SHALL BE -I t� I C -10 w REMOVED AS REQUIRED TO CONSTRUCT THE d 26' RT 1} 28' RT -1 =W IMPROVEMENTS AND AS SPECIFIED IN SPECIFICATION --- ---------- ----- -------#---- -------- ------ -- - Q 03 SECTION 2-02. S FOR SIGNAL ADJUSTMENTS AND . SEE SIGNAL PLAN •o- i14 -a• _,yL,_��.' - W IMPROVEMENT. DITCH - �- - �} pR&' 4. SEE SIGNING AND ILLUMINATION PLANS FOR SIGN AND - 11' _ _ LUMINAIRE REMOVALS, ADJUSTMENTS AND IMPROVEMENT. DRAINAGE DITCH --T 5. DRAINAGE STRUCTURE OFFSETS SHOWN ARE TO CENTER OF TRANSITION PROVIDE -- -- ---- --- ---�� - OF STRUCTURE. POSITIVE DRAINAGE //�� TO NEW DITCH - - C _ 5 8 CUZ 6. UNDERGROUND UTILITIES ARE KNOWN TO EXIST IN THE AREA R/W DRAINAGE DITCH PER OF CONSTRUCTION. THE ARE OF E AND O NOT cLT RECONSTRUCT SECTION A SHEET RS1 SHOWN ON THE PLANS ARE APPROXIMATE AND DO NOT EXISTING DITCH m REPRESENT ALL UTILITIES IN THE AREA IT IS THE I +w RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY EASEMENT n OWNERS FOR LOCATIONS AND TO NOTIFY THE ENGINEER vi�- PROMPTLY OF ANY CONFLICT.THE ONE CALL NUMBER FOR -- - .2 z UNDERGROUND UTILITIES IS 1-800-424-5555. - - m 7. CENTERLINE PROFILE ELEVATIONS SHOWN AT 25' INTERVALS. 65 100 0 65 C, 0 z n +N X+r. n • min STA 1533+7 (29.0' FIT) wg9 60 =' SBA 1 32+9GB 100 PE 1 ' RT) 8-102 TYPEL(1 d a n ) 60 EXI NG GRADE ~< E. 54.52 " r PROP ED GRADE G.E. 81 I.E. 50.58 LE. 5 .12Q ----- ---- I F- ---- ------1 55 --- ---- --- --- ----- -0.31X Cn LLJ 55 s 50 I 12" SO 90 LF SL 0.60% I J 50 EX. " WATER = U Li-& - 12" SO 18 LF I- 3 SL-8.28R Q s 55.85 55.76 5567 55.59 55.51 55.44 55 6 55.28 55.20 55.13 55. 5 TOC LEFT 5 MED LEFT SCALE 55.92 55.85 55 5.69 55.61 55.54 55 5.38 55.30 55.23 55. 5 CL _ M 55.86 55.77 55 55.59 55.51 55.44 55. 8 5.28 55.20 55.13, 55. 0 OC RIGHT � 20 10 0 20 40 1530+00 1531+00 1532+00 1533+00 1534+00 FEET 90% SUBMITTAL iac 1'-20• ""° CITY OF MAP V CITY OF RENTON 10-24-05 o R 24043 STE 4 LE ALLEY HIGHWAY(SR169) _ R Perteet -. 9 ns RENTON IMPROVEMENTS:PHASE 2 I El1G� .zs-:5�-nao , 9,59990 °�••�^�� DATUM �� G POt Cob/A-SWb 900 CAE Planning/Building/Public Works Dept. p'( o IXPIRES: 1i 25 Ew .WWu�on 9E 1 N0. RE r �PY� VISION BY DATE APPR ..� PLAN AND PROFILE 14 "�� G W A -NNNNAA STA. 1534+64 (28.2'LT) FA STPUL 0169(19) j N., R. 5 E., W.M. CB-107 TYPE 2 48' DIAOPE v� SEE"SPECS.TE PER CITY STD. P LOCATION�IFlED BYO BE ENGI DER STA 1536+08 (29.0'LT) \ STA 1537+55 (29.0'LT) CONSTRUCTION NOTES. ~ G.E. 55EC coN R CT PR ACH 21 CB-108 TYPE 2-48' DIA. ONLY OPEN GRATE PER CITY 1S 7 0 I.E. 46.80 (W,SE) / \ STD. PLAN SEE SPECS. 15 CB-111 TYPE 1 I.E. 47.26 (NW) SD// CB-141 G.E. 55.75 O ADJUST CATCH BASIN TO GRADE. _ f \ \\\\\\\\\\\ \ \\\ In .y �SO 22 EASEMENT I.E. 51.36 O SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. /SL�1T.70R2 12 CB-140LF =O.SSRX 3 1.��}9.00 (SE) i/r \ -- -- STA 1534+42 28.2'L SEE SHT. DID I 35 4 \---.auunwG \ __1�------ _-- -� - -� FILL - 19 HILL-� FlLL © ADJUST MANHOLE TO GRADE. H EXISTING FILL-- "�+`FILL PROP. R/W 9 O7 REMOVE FIRE HYDRANT AND INSTALL NEW FIRE HYDRANT PER . . TC - - FILL \ \ 10 CITY STD. PLAN BR24. •�--'--'�- - .- \\\\\\\\\\\\U\\ \\\\ \\\ \\��,� .•. O O9 REMOVE CONCRETE RETAINING WALL AND STEEL HANDRAIL. 19 n 10 REMOVE CHAINUNK FENCE AND GATE AS REQUIRED TO .j,-... .\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ 12' SO 147 'SL=0.60R + CONSTRUCT IMPROVEMENTS. O00 O� Q `• __ 8 12" SO 147 IF SL=o. X X )( M z _ - - ILL IL M 14 MAINTAIN do PROTECT EXISTING STORM PIPE. - r + c, 35 T 2 G IJ�L LO - 15 REMOVE BUILDING. G ti2 35-LT) '" RIS R TO BE REMOVED REM SS S� ST BT ,,� BT- BT OL-E BTU a Of Lf•) _fig- -- Bi 19 4 1536+00 f _ f 1 + -- - - - Q ON ABAND / EMOVE STORM DRAIN -- 17 IRRIGATIONREMOVE >Q Ur 20 8 - -------1535+09-- --------- - - - --=------------------- 19 R -"11) - - 12" Sp 80 LF MAPLE VALLEY HIGHWAY (SR169� Ld Q ® REMOVE CATCH BASIN. 7 SL=0507. � 21 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 4 . (J 7 co 7' LT o 19 Z Q WITH PEDESTRIAN CURB, PER WSDOT STD. PLAN F-4. SEE = Q _J DRAWING NO DWI FOR DRIVEWAY PROFILE. (Pg. RP-6). �Lil n CB-147uj>" Z CB-148 CB-112 =RAJ ® REMOVE EXISTING GATE. W - -1 - 4 41' RT C8-142 40• Ld CB-104 33, RT 30' 8 �- CB-109 �� -- -- --- ----- qrr---- O CONNECT EXISTING STORM DRAIN TO CATCH BASIN. VERIFY IE --+'l's ----- --- --- ------- ------ - ---- ..� PRIOR TO CONSTRUCTION. -Sp--- ---Sp------ _sp + ``'. - ® REMOVE BOLLARD. LL CONSTRUCT TYPE TD Q . -- .. --.i _ E i IMPACT ATTENUATOR PER WSDOT S . PLAN "� q --" q 'q -_ D FILL SD FILL SD p;' 4,S -E--�- C 12. FOR CANTILEVER SIGN STRUCTURE N0. 1 SEE SHEET ILt Q J} FOR LOCATION. 2i FILL 14 14 MAINTAIN EXISTING O REPLACE EXISTING CB WITH TYPE 2 CB 48" DIA. W/ SOLID C -106 19 14 + DITCH LOCKING UO TO GRADE PER CITY STD. PLAN, SEE SPECS. • o ------- o -1 STA 1537+20 O 60" DIA. TYPE 2 CATCH BASIN. 1 9 STA 1534+86 �J']- STA. 1535+17 (49.7'LT) R/,A,, 33 21 14 ® EAST SAND FILTER, SEE SHEET D02. HORIZONTAL VAULT ❑ 21 CS TYPE 2 48" DIA. CONN CT TO ❑ LOCATIONS SHOWN ARE INSIDE CORNER OF WALL. EXISTING CB a 12" SO 105 LF G.E. 55.20 MATCH EXISTING SL=4R APPROX. I.E. MATCH EXISTING ® EAST STORM VAULT SEE SHEET DDt. HORIZONTAL VAULT LOCATIONS SHOWN ARE INSIDE CORNER OF WALL DITCH aw REPLACE EXISTING 12" W/NEW.12' 27LF SD ® INSTALL ELASTOMERIC BEARING PAD AT THE DIRECTION OF THE AT EXISTING SLOPE k ELEVATION ENGINEER. <a �i w STA 1534+ (31.3- STA. 1534+61 (36.3' RT) I _ GENERAL NOTES: „ CB-104 E 2 48" DI CB-148 TYPE 2 411'' DIA. SEE SHEET RP1 G.TE 54.43 G.E. 54.49 I.E. 49.09 STA 1534 18 (34.2' I.E. MA H EXIST-4 .98 CB-147 E 2 72' p SEE DETAL S1TT D02 250' V.C. p 65 p c.E sa.4 o p 65 I.E. NE 4 35 0o I o + .+ Ln STA 1534+3 00 5 (3.0' RT) STA 1535+ 1 (41.0' o + CB-105 60" DW rYPE 2 + CB-109 MIE 1 + n T") u U� W S UD UD h EX. 16" TER LINE LE. 51448 'n STA 1536+ 1 (41.0' 0 7537+55 41.0' RT) 60 L0 54.49 FIELD VERIFY DEPTH '� CB-142 TYPE 1 '"� _ `- 60 LE $7.59 E,W PRIOR TO CONSTRUCTIpN LO E Q LE 1.80 (N) N N 7OPOSM G E EXISTING GRADE I.E. 51.95 to p I.E. 52.40 Q F- 1 SD DI 6 (F cf) S 3.33R 3Q1 55 _ -- °_ ' _ .,, o.44R I -- ---- ----- 55 -- r - --------- ----- LLJ F Z ! Z J { 1 12" SD 94 LF SL-0.50R 12' SD 85 LF SL=0.847. - e - ---- � 12" S9 94 LF SL EX. WATER j J 50 - --- --- I " _ "E 2 50 a € U Tz'sn U SCa8�8x• = __ _-� . .I r -r; WAA RUNE POTH LE7 10 5 Q ON 03 MAINTAIN 1Q"VERTICAL r') - { { TOP OF2PIPE=51 4.4 12" SO 15 LF -:J SL-1.60R WATER UN --- -- a A 1534+3 (41.0' RT) g CB-106 TYPE 1 E. 54.34 TOC LEFT 5505 5513 55.20 55.211 5535 55.43 55.52 55.60 55 69 55.79 55.89 55.99 5609 56.20 56.31 56.42 56. 3 TOC LEFT SCALE 'o MED LEFT MED LEFT CL 5515 5523 55.30 55.38 5545 55.53 55.62 55.70 55179 55.89 55.99 56.09 5619 56.30 56.41 56.52 56. 3 CL MED RIGHT I 1 MED RIGHT 8 TOC RIGHT 55 0 54 95 54.96 55.04 55 11 55.19 55.28 S5.J6 55145 55.55 55.65 55.75 55185 55.96 56.07 56.18 1 56. 9 TOC RIGHT 20 10 0 20 40 F FEET 1534+00 1535+00 1536+00 1537+00 1538+00 s � J.EAN�F�o 90% SUBMITTAL CITY OF CITY OF RENTON �10-24-05 W 'o R cn y4 Perteet is�c ��n MAPLE VALLEY HIGHWAY(SR169) ss�AYq� ENS'\ 12Sf5t410Bi1dWE15-BBBO Ws DnruM RENTON IMPROVEMENTS:PHASE 2 21.c.,A—s,:naoo , Planning/Building/Public Works Dept. EXPIRES: 11 25 Ewnp.Wn4nnpron9B201 NC. REVISION BY DATE APPR Z PLAN AND PROFILE RP2 15R W A-NNNNAA T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) ~ ST 1 39+23 30' T EXISTING ABANDONED -�-� I p SANITARY SEWER S 4O+r3L(30' LT) CONSTRUCTION NOTES: (n END CEMENT CONC. ' BEGtA A SIOEWAIJK-- (n CURB AND GUTTER 1 - I BEGE 6 EXTRUDED CURB BP STA 1538+65 (48.5'LT-50.5'L END CEMENT CONIC. SIDEWALK I I lK O4 SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. ' AT STING d SIDEWALK A. MATCH EXISTING 8 ADJUST MANHOLE TO GRADE. D_ I 1540+42 (29.0' \\\\\\\ \ STA 541+62 (29.0'LT) O STA 1538+54 48.5'LT-50.5'LT STA 1539+02 (29.0'LT) o -117 TYPE t \\\\\\` C - 19 TYPE 1 7 REMOVE FIRE HYDRANT AND INSTALL NEW FIRE HYDRANT PER SIDEWALK AP. CB- TYPE 1 I I 6. 4 Au �AN�\?WP O G.E. 56.40 U . . 53.03 W 57.31 CITY SM. PLAN BR24. PROP. R/W 4__ I.E. 52.24 y I ' STA 15 +45 3 'L SEE 53.81 18 10 EASEMENT 1 I © I G ARDRAIL ELEVATION SHEET S-5 ...........�, ... ...X.... O ADJUST VALVE BOX TO GRADE. ------- Fl __-- ` u I Buaowc RnN REMOVE CONCRETE RETAINING.WALL AND STEEL HANDRAIL REMOVE 7 \ 10 REMOVE CHAINUNK FENCE AND GATE AS REQUIRED TO w TANK �` I1:£1G C X \\\\\\\\\ 17 X �' 2p CONSTRUCT IMPROVEMENTS. z co - VAULTS TO BE RELOCATED BY PSE / TA + 5 40' LT NCFEfE SIDAL T 0 �... .,. 7 '. id m�!•.':.:. ..a . a. . I �I O 12 r- / SS -v-SS SS -� 0 18 INSTALL TYPE 1 GUARDRAIL WITH 11' POST. PER WSDOT STD. SD a \ STA 3 32' L o� �.. PLAN C-1. SEE DETAIL SHEET XX. it >_ N 10 8 PR�xu+ 10 1 ,60.32, LF 8 G 12 17 REMOVE IRRIGATION BOX. 8 i � ILL ILL I r ILBP o L,() [ 19 ABANDON/REMOVE STORM DRAIN. 8 Si _ 0 ® REMOVE CATCH BASIN. (� Z Q BTU BT BT - BT - ---_-- _ - .. - ---- _ - - _ DRAIN TO CATCH BASIN. VERIFY IE _ PRIOR TO CONSTRUCTION. -----------�----------------------- ----- J - _L � Z © CONNECT EXISTING STORM I1 Rf -t w Q W �MAPLE VALLEY HIGHWAY (SR169) 4 �� 1 ----- J rn 12" SD DI d 4 CONSTRUCT RAISED TRAFFIC ISLAND PER DETAIL D ON DWG 4 o W� CH6. Q 0Z 70 LF SL-0.50% 7 �� 4 8 Z © CONSTRUCT CEMENT CONC. SIDEWALK RAMP TYPE 1B, PER J 19 �, p J WSDOT STD. PLAN F-3a. LJJ > � - 40' RT L1.1 PROTECT AND MAINTAIN EXISTING RETAINING WALL DURING W W= L C -i 4 3 CB-116 W W W = LL_I © CONSTRUCTION. 4 vi J U --_ C -143 CB-1 0 U Q Q -- ----- ----- ------ ----- -- --- ----- ------ - _--- _-- -------- ----- -------- ® UTILITY RISER TO BE RELOCATED (BY US WEST). i O REPLACE EXISTING CB WITH TYPE 2 CB 48" DIA W/ SOLID �• I` --- -`-•�� - LOCKING LID TO GRADE PER CITY STD. PLAN, SEE SPECS. W FILL I L I nt - - FI C - 50 ®_ _ _ + REMOVE EXISTING WALKWAY AS DIRECTED BY THE ENGINEER. 33 __STA 1119110 SIDEWALK A.P. PROTECT AND 48 INSTALL ELASTOMERIC BEARING PAD AT THE DIRECTION OF THE MAINTAIN EXISTING 8 EXISTING DAYLIGHT EXISTING F NG DRAIN ENGINEER. STA 1539+33 52.5RT MAINTAIN -�' DITCH STA A.P. GUARDRAIL EX. CB-3711 523 - ----- G.E. 54.24 �� __- I _ I.E. 57.79 STA 1538+67 48,�IRT-50.5'RT STA 1539±50 48.5'RT-52.5' DEN' - SIDEWALK A.P. SF_ DEWALK A.P. MAINTAIN IX �� DITCH ��.��. STA 1538±67 48.5'Ri-50.5'RT R/W SIDEWALK A.P. GENERAL NOTES: MAPLE VALLEY HIGHWAY SR 169 SEE SHEET RP1 SR 169 STA 1539+78.66 CEDAR RNER PARK STA 10+00 O O 65 0 0 65 STA 1541 fit (41.0' e 00 STA 1 8+47.62 ( .4'RT) STA 539+50 (41 0' RT) STA 1540142 (41.0' RI CB-120 1YPE 1 CV WATERLINE POTHO 107 4 CB-1 16 TYPE 1 CB-1443 E 1 � STA 1538+ (41.0- FIT) ON 5/ 2/03 G.E. 6.49 G.E. 56.84 IG.E 55.27 Lc) 60 CB-114 E 1 TOP 0 PIPE=52.7 I.E.'5 .03 I.E. 54.44 PROPO ED GRADE 60 Q I.E. 53.12 ISTING GRACE Q e 0.44X I'- S --- 55 ---- ----- --- ---- ----- ---- ---- ----- --- - aW - 2--IS sL=o.7oz 12' SD LJJ 55 u _Z 116 LF SL .83% z J FL------- J 50 - -- -- STIk W R5 N9+POT 4E 8 U 50 I- Q EX. 16 WATER LINE �0 50F2PIPE= 3.33 Q 2 M FIELD VERIFY DEPTH LE-51.83 PRIOR 0 CONSTRUCTION F TOC LEFT 56 53 56.64 56.75 56.86 5697 57.08 54.17 57.20 57 5 57.30 57.39 57.51 57 62 57.73 57.84 57.95 58. 8 TOC LEFT MED LEFT 58.03 58.14 58.25 5836 58.47 58.58 58.69 58. 0 MED LEFT CL 5663 56.74 56.55 56.96 5707 57.18 57.29 57.40 5751 57.63 57.74 57.85 57196 58.07 58.18 58.29 58. 0 CL SCALE 9 MED RIGHT 58.03 58.14 58.25 58fi 58.47 58.59 58.71 58. 4 MED RIGHT TOC RIGHT 56 29 56.40 56.51 56.62 56 3 56.84 56.95 57.06 57 17 57.29 57.40 57.51 5711111162 57.73 57.84 57,95 58. 6 TOC RIGHT 1538+00 1539+00 1540+00 1541+00 1542+00 20 10 0 FEET 20 40 E 90% SUBMITTAL o w 1•-20' b - „ CITY OF RENTON 10-24-os ou� ��4 �c CITY OF MAPLE VALLEY HIGHWAY(SR1 69) GISTENG\ Perteet.. e...� -lam RENTON II IMPROVEMENTS:PHASE 2 n y �zs-zsz-nno aoa eu-eeao I DATUM c or Plin Buildin Public Workst. EXPIRES: 11 25 Ewnn,Was�ungon 9820+ °E �_� � Plan 9/ 9/ Dept. N0. REVISION BY DATE APPR PLAN AND PROFILE ' 16 a' W A-NNNNAA m T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) m r II ~ .o N �� J CONSTRUCTION NOTES: V z ~ M . I' Z VW M <8L)i u ,IE 10m W 4 SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. ma O1g,o w or 0 ei m _ _ a STA. 1544+49 (38.0'LT) REMOVE CONCRETE RETAINING WALL AND STEEL HANDRAIL G N N< w n + CB-121 TYPE 1 CONSTRUCT PLANTERT a •t a v o G E. 57.18 STA. 1546+00 (38.0'LT) 16 INSTALL GUARDRAIL 3 h h O vl SEE LANDSCAPE PLANS= zoz ^z '' ^a I.E. 53.68 LS1 AND LS2 CB-123 TYPE 1 QQoo . < 2 a oG.E 55.30 19 ABANDON/REMOVE STORM DRAIN. �iw �iwwm<m m ,m WALL PLAN AND 9w I.E. 51.80 R 4 ® REMOVE CATCH BASIN. � ELEVATION SHEET S-6. CONSTRUCT RAISED TRAFFIC ISLAND PER DETAIL D ON DWG -------------- w a �. '�� PROTECT AND MAINTAIN EXISTING RETAINING WALL DURING -- w _--_-_ �. .A :a - - .C'-,- '4' .S5. `° -5S © CONSTRUCTION. ----- SS Q SS Q ® UTILITY VAULT TO BE RELOCATED (BY X). w o U) - -� STA 1542+65 (33' LT) 41 42 12' SD 151 LF SL-1.25x + 39 INSTALL 20" DIA STEEL SLEEVE AROUND WATER LINE . WALL 1 tE R=3' 9 (0 L0 EXTENDING FROM 7 FEET BEYOND WALL 1 TO 7 FEET >' M cV BEYOND FUTURE EXTENSION OF WALL 2. Q a-,q. SEE WALL PLAN AND STA 1542+65 (33' LT) - T �n- Lr)cif of L0 ILL IL ILL ILL L O INSTALL BEAM GUARDRAIL NON-FLARED TERMINAL, PER I Sir. WSDOT STD. PLAN C-4c. Q Q 1545+00 154 Q Z 41 INSTALL TEMPORARY CONCRETE BARRIER FROM STA 1542+68 = Z - - (30'LT) TO STA 1543+68 (391T) WITH 10:1 FLARE RATE. -- ---------------------- -------------------------------- -_ (n Q 42 INSTALL TYPE 1 IMPACT ATTENUATOR, PER WSDOT STD. PLAN Lij �w �4 ,j �6 � 4 MAPLE VALLEY HIGHWAY (SR169) s' RT ------------------- Z� Q pZ V J > J w Qcwn W 4 W W� --�+o' Fr GB-122 GENERAL NOTES: Q --------- ---- ----------� -- - Q SEE SHEET RPI - REMMNa-WALL 12'CMP A 543+77 BEGIN TAPER 42 IT t2 qdP r R/W 19 NSE TREES + DENSE BRUSH III - --------------------- .---------- -----.-------------- �._ �.rwvy _ DENSE BRUSH I I j 70 ( 460' V.C. O 70 O I o o 65 N N 65 In o g° .- N N w 3Q 60 Q PROP ED GRADE o_w 'Q 60 b I�-/ J V/ n V/ e --- ---- ----- ---- ---- - --- w -- - -- - 55 � J 112' SD 151 LF SL=7.35z -- --- I _U = I � 50 < 50 STA 544+50 (45 7' RT) CB-1 2 TYPE 1 G.E. 7.00 I.E. 53.50 Z TOC LEFT 58 6 58.16 58.24 58.28 5825 58.26 58.21 58.13 58 2 57.57 57.69 57.46 5720 56.91 56.59 56.23 55. 4 TOC LEFT MED LEFT 58 0 58.90 58.97 59.02 5902 59.00 58.95 58.87 58FB 58.61 58.43 58.20 5797 57.65 57.33 56.97 56. 8 MED LEFT SCALE CMED RIGHT 58 L CL 58 40 58.94 59.02 I 558.58 9 O6 59 O6 59.04 58.98 58.89 5BJ76 58.80 55.41 58.18 57 92 57.62 57.28 56.91 56. 2 MED RIGHT TOC RIGHT 85 06 58 116 58. 4 8 6 5 57195 7.76 7. 00 56.6 56.3 55 95 5 4 TOC RIGHT E 1542+00 1543+00 1544+00 1545+00 1546+00 20 10 o FEET20 40 "g J. E Fro 90% SUBMITTAL W 1'-20' "" "' d CITY OF CITY OF RENTON to-24-0 � • '� ��"�a ��`' Perteet. RENTON MAPLE VALLEY HIGHWAY(SR169) .zs-zsz-�roo i iaaa�s-esao DATUM Planning / 9/ P Buildin Public Works Dept. IMPROVEMENTS:PHASE 2 RP4 N0. REVISION BY DATE APPR v"'®'""" PLAN AND PROFILE 17 6_ E W A-NNNNAA T. - - 5 E. W.M MAPLE VALLEY HIGHWAY SR 169 FA STPUL 0169(19) STA 1549+38.31 1~- E m m t m -a6iga3= �; J TTERSTING R 1-405 RAMP SiA 273+16.78 m o: r c�i 9 ri �� STA. 1548+75 (43.65'LT) < t3 J �W CONSTRUCTION NOTES: I I -�EyT=.�1 Z CB-128 TYPE 1 m �% �''W p6d Cn - - - w z 0 GCE. 50.06 m w `�' m (n o o ¢ 0 0 1. 4,6.s6 W-"` 13 a m O1 ADJUST CATCH BASIN TO GRADE. F, m STA. 1547+49 (40.5'LT) STA 1548+40 W +Z +Z +� z +W WALL 2 CB-127 TYPE 1 END CEMENT CONC. I a^co {/ r ^m r`� O4 SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. CL m w m w m o u, e w SEE WALL PLAN AND G.E. 52.31 n o s o a 0 d 'w ~w �� u�i v�i0 PROFILE SHEET S-7. I.E. 48.81 TRAFFIC CURB (55'LT) �a ( Nwm w t / Z'*- 5 ADJUST UTILITY VAULT TO GRADE. 0 0 ^z 0 SEE DETAIL z END WALL S 12 Q o�g SCONSTRUCT EE LANDSCAPENR a r o• a w <Z DRAWING RD2 F w 8 G w m �� O8 ADJUST MANHOLE TO GRADE. PLAN LS2 d d Ci m �i w vl m 9 }J 43 " 1 e tLF O ADJUST VALVE BOX TO GRADE. -- ----- ------ _ FILL' l � �--------. �� ------ -- - -------- -- _-. __. - Te,F41 i / O CONSTRUCT CEMENT CONC. SIDEWALK RAMP TYPE 2A, PER --� 11 / WSD VAULTS 0 BE RELOCATED BY PSE 131 e. (.0 � O CD 13 MAINTAIN AND PROTECT EXISTING TREES DURING y _BT vi Ln CL CONSTRUCTION. w E[ 1 11 20 19 1�2' SR-12fi3'1-F-SLIT:79. s'iP o � O 2" D 150 LF SL=1.99% B BT BT -- --------- 72"Rc. 1E REMOVE EXISTING TRAFFIC ISLAND. a } + T BT --� -- ------��- ILL ---- ------------ - C' 19 ABANDON/REMOVE STORM DRAIN. 2 RCP Q C4 -_ $ STA IsarYPE (2.5'RT) 29' LT t9 Q Z d" I� 12" SD 47 LF SL- 09 1Q" SO 36 LF CB-130 TYPE 1 ~>- O REMOVE CATCH BASIN. _ I 18' LT SL=2.007" G.E. 50 7.60 7 I.E. 47.00 Q 21 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 4 1547+00 154 +00 mr 1549+0 - W X WITH PEDESTRIAN CURB, PER WSOOT STD. PLAN F-4. SEE U` '+�� co _ _ _ _ _ _ DRAWING NO DWI FOR PER PROFILE. RP- = Z F- IT _r s CONSTRUCT RAISED TRAFFIC ISLAND PER DETAIL D ON DWG Z_in _ � T -^""ems Pg. 6. } __ -I W CH6.. WQ -- -�- __ __ J - ---- _SIG T w CONSTRUCT RAISED ISLAND PER DETAIL E ON DWG CH3. J W Lil B' FIT MAPLE�IAL LE HICiF"WAY-(�3Rfi6� z U) jc J 4 I �.13' FIT ,..5 Q 26 CONSTRUCT RAISED ISLAND PER DETAIL F ON DWG CH3. I SO 39 LF 1a REMOVE EXISTING WOOD WALL W LJj W_ CB- TYPE 1 g_ i 43' Ri STA 1536+75 (3.5'RT) L�O.60R S O RELOCATE UTILITY VAULT RISER (BY OTHERS w B-1 6 \ 42' RT C I 4 18 G.E. 50.86 CB132� O / )' Q I 12" SO 6 LF SL-1.)OR 4B' FIT I.E. 46.18 50' FIT ® Q - 4 ��-SDI 1 ■ I 50// I REMOVE BOLLARD. 41' CB-125 � SD L, CONNECT WALL DRAINS TO EXISTING CATCH BASIN. -- -------- --- - - VAULT -- ■ �- ------ 9 ---- -- - - O LOCATIONS SHOWN ARE INSIDE CORNER HORIZONTAL WALL I � 44 - ` STA 1549+ 3 \ ILL ILL IL I I I� (75 ITT) 1 O WEST STORM VAULT SEE SHEET D01. HORIZONTAL.VAULT - - SD SO �� am I A 1549+74 yt'y" LOCATIONS SHOWN ARE INSIDE CORNER OF WALL (� 11 20 19 12 � - D S I (87 R I I CONSTRUCT MAINTENANCE ACCESS ROAD. SEE DETAIL SHEET 5 DOZ. CB 133 1 4 1 _ - OIL/WATER A 1550+17 1 2t o ` v � 1 6+50 I 1 7 04 }j SEPARATO L END TAPER RT ` N \ I 1549+6 44 76' RT) END CEMENT C NC. CURB, ' 1 I(1 .5' FIT) GUTTER AND SIDEWALK O I ■ ( SEE SHEET 001 AND DD2 MATCH EXISTING V \ `,yT V I FOR DETAILS NOT SHOWN - ` BEGIN PLANING / �SI 1 , I / " BITUMINOUS PAVEMENT SD/1 i I �5154 I "S A, 549+75.5 / \`------_--- (104_5_RT) GENERAL NOTES: 4 V.C. I 400' V.C. SEE SHEET RP1 0 O o 0 + o STA 1548+75 ( 2.0' FIT) O + STA 1546 07 (53.2' ) a CB 131 TYPE 2 48" DIA. 60 (D CB-124 E 1 o- STA 1547 03 51.0' W SOLID LOCKING LID + 60 G.E. 54.9 <E d 0 I.E. 51.46 r m a I.E. 46.04 0 LO + STA 1549+74 ( 1.7' FIT) Ln �' 0 C G.E.493.0 m CB 132 TYPE 2 48" DIA. Ln a w ROPOSED G E BURIED TEL PHONE & POWER 'r r` W SOLID LOCKING LID 55 Q FIELD RI D PTH PRIOR 55 Q e N --- ----- - -- ---- ----- TO CONSTR CTION �m I.E. 43.75 � -- PIPES HAVE - ---------- w WATER GHT JOINTS 0 LLI 12 SD 102 LF SL=2•DD7. 50 Z - - N - ---- ---- - ---- ------ --- _ w 50 F J 12" .. 772 LF _ -2.117. -0.76% EX. 16" WATER LINE Z s = LINE FIELD V RI DEPTH PRIOR J PRIOR CONSTRU ON IX. G 12" SD $ Q FIELD RIFY DEPTI STA 1547 03 (56.6' ) E . SEWER LI E 12 s5 LF 45 PRIOR TO CONSTR TION CB-125 T11'PE 1 tD-VERIFY SD 9 T_. _ = y_ U 45 Q S2.9 P IOR TO CO STRUCTION I1 �- I.E. 49.42 g � FIELD 'Ef ZIFY DEPTH Q 3 EX. 24" WATER LINE PRIOR TO CONSTRUCT ON FIELD RIFY DEPTH MAINTAIN 12"VERTICA 2 SEPARATION FROM o TOC LEFT 55184 55.41 54.95 54.45 5391 53.38 52.87 52.38 51 1 51.47 51.04 50.64 50:621 49.81 49.42 49.04 49. 2 SCALE MED LEFT 56 8 CL 56 12 55.69 55.24 54.74 5422 53.70 53.21 52.73 5228 51.84 51.43 51.04 50 50.32 49.99 49.68 49. 9 MED RIGHT 56 51TOC RIGHT 55 54 55.09 54.62 54.11 53 50 53.12 52.73 52.22 51 J82 51.58 51.34 50.90 510 50.91 50.85 50.68 50.10 20 10 0 FEET 20 40 1546+00 1 00 1548+00 1549+00 1550+00 s G�� J. E 90% SUBMITTAL CITY OF CITY OF RENTON 10-24-05 9 24W wlc 1• � � MAPLE VALLEY HIGHWAY(SR169) _ ��RoNpIE�N�` Perteet. �� RENTON °"" �■ IMPROVEMENTS:PHASE 2 RP5 as-zu-Wool�aoo-eiseeoo �� DATUM Planning/Building/Public Works nm coror ».us.wa.sooDept. EXPIRES: 11 25 a»,.n.ww. "sazo� NO. REVISION BY DATE APPR PLAN AND PROFILE 19 A-NNNNAA T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) STA 74+04 END CEMENT CONC. CURB AND GUTTER (14' RT) p \ ( CONSTRUCTION NOTES: U) END 8:1 TAPER ( RT) U) BITUMINOUS / 1 ADJUST CATCH BASIN TO GRADE. BEGNG PLANING PAVEMENT � C � BEGIN OVERLAY 21 l O O4 SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. STA 74+20 END PLANING BITUMINOUS PAVEMENT ��((�'lb� / C) � O8 ADJUST VALVE BOX TO GRADE. BEGIN FULL DEPTH PAVING - / e a l 11 CONSTRUCT CEMENT CONC. SIDEWALK RAMP TYPE 2A PER \ o m o z ■ z ■ - WSDOT STD. PLAN F-38. •' /� 4 Q� S�P ,03 2Z m m 1B REMOVE EXISTING TRAFFIC ISLAND. 4 ^Z W + c�ibb2??zzm 19 ABANDON/REMOVE STORM DRAIN. w r 9 eon oW,,,'�'2"�.. D 21 REMOVE AND RESET EXISTING CONC. BARRIER INCLUDING 0 33 Qr Wm a 'U W 4`f 3 �\ O O TERMINAL SECTION AS REQUIRED TO CONSTRUCT _ 3 Z V) IMPROVEMENTS. ,/Q era w r B,T� er Ny� ~Z Nm v ! v ;�� b/ © CONNECT EXISTING STORM DRAIN TO CATCH BASIN. VERIFY IE Cn h Q -�, s p O O PRIOR TO CONSTRUCTION. BT _ v 3 / ©6 CONSTRUCT RAISED ISLAND PER DETAIL F ON DWG CH3. 31 CONSTRUCT CEMENT CONC. SIDEWALK RAMP TYPE 4B PER 31 er `'O WSDOT STD. PLAN F-3CE. � SD / O REPLACE EXISTING CB WITH TYPE 2 CB 48" DIA. W/ SOUD _ 4 C,) ` LOCKING UD TO GRADE PER CITY STD. PLAN, SEE SPECS. ei SIT LLJ > �� 155t +00 So 1553 00 f - w 26 1552+00 _ Q 43' RT - < , G�,4a MAPLL VALLEY IGHWAY (SR169) Sa GENERAL NOTES: 41' RT I SEE SHEET RPi cG LIN / SEE SHEET DDt .L ILL SEEI 5O IPA BT---_-._---BT_cfW-CT �I I SD OFF RAMP FOR N.B. 1-405 TO F-B. SR-169 CURB RETURN ELEVATIONS TOP OF CURB 0=5T14'07' PC STA 74+50.00 4.00 48.99 R=83.7' 1 4 48.69 T- 41.04' 142 48.37 L-55.17' 3 4 48.23 O I E.O.C. STA 73+87.00 4.00'RT 48.44 O 60 + 400' V.C. 60 O In � 55 + 55 Q � CB-144 � d 50 w SEE Ow . Dot W ( I 50 s J P I -----' ----- ---- I ——— ----- POSED G E45 z 45 EXIS ING GRADE Q �a a> �nw s TOC LEFT 4952 49.17 48.81 48.52 48.27 I SCALE MED LEFT CL 4939 49.12 45.88 48.65 45 MED RIGHT TOC RIGHT 50 60 50.30 50.12 49.77 4 .53 ' ' 20 10 0 FEET 20 40 1550+00 1551+00 1552+00 1553+00 1554+00 90% SUBMITTAL �o a 24043�o I■IC �� 20 wow - y MAPLE VALLEY HIGHWAY(SR169) �Q-24-os " CITY OFCITY OF RENTON IS EE Perteet. R EN TO N N�� °"" Mrs �� IMPROVEMENTS:PHASE 2 .2s-zsz.no°i,.aa°.e,sas°o �� I��____�� DATUM RP6 c EXPIRES: 11 25 2'0'Co°9""°'"'SiYs 900 GE Planning/Building/Public Works D. E B°'w'�" 9B2p1 NO. REVISION BY DATE APPR PLAN AND PROFILE iu 19= W AHNNNNAA FA STPUL 0169(19) ch _ cn n d STA 1546+59 51.39' LT STA 1546+87 52.10' LT EL 51.55 EL 53.73 STA 1546+59 47.72' LT EL 51.70 STA 1546+87 46.45' LT EL 53.85 STA 1546+93 52.26' LT STA 1546+53 51.25' LT EL 53.83 EL. 51.54 z (�D STA 1546+53 47.58' LT 28' STA 1546+93 46.60' LT U rm EL 51.70 9 EL 53.73 rr r� B A a } Q lliw IMF J J Q W IL Q Q Q d Q Q 4 d Q p 4 p 4 p d 4 Q LB LA SIDEWALK RAMP DETAIL N.T.S. E 6' �. SIDEWALK 6' 6' SIDEWALK e MATCH EXISTING 4' OAVEMENT 2% `% _ 29� 9 E SECTION B—B SECTION A—A STA 1546+59 STA 1546+87 o E a J. E/iy, 90% SUBMITTAL N.T-& "" "' c5 CITY OF CITY OF RENTON 10-24 0 o 24043�o wic "" MAPLE VALLEY HIGHWAY(SR169) c�Ea G�� Perteet- ram �„ REN TON IMPROVEMENTS:PHASE 2 ANAL EH z -5w zs-zsz-Wool eoaaisesw DATUM zrm raver n" s�na sao Planning/Building/Public Works Dept. EXPIRES: 11 25 e"�n.wxn„ym�eszm ND. REVISION BY DATE !APPR ROADWAY RAMP DETAIL 20 W A-NNNNAA FA STPUL 0169(19) f— I w r n 60 60 cd III N� a In 55 55 W C° 50 50 F- T W l^ O vJ m a STA 534+ 6 (RIGHT) c� w J J > 60 mui60 w 55 ----j------ W az I 55 I I 50 50 STA 1537+20 (RIGHT) 60 N 60 n 1 �JqJ �W bW 55 55 50 50 -7 s STA 1546+50 (RIGHT) PROPOSED DRNEWAY QUANTITIES NUMBER STATION R/L WIDTH LENGTH FROM TYPE CL 1/2 IN. PG 64-22 FT BACK OF SIDEWALK TON 1 1534+86 R 30 39.6 HMA 54.1 L 3 1537+20 R 40 12.4 HMA 18.8 4 1546+50 R 41 3.83 HMA 6.0 P 90% SUBMITTAL g w CITY OF RENTON �O R 24043 4� ilwc �•'��• CITY OF MAPLE VALLEY HIGHWAY(SR169) �0-24—O5 Perteet. -� RENTON as-zs:-none i�ooeis-esoo ar.w YJS DATUM IMPROVEMENTS:PHASE 2 c sm�caeye.+.».sw.nm °CE n� Planning/Building/Public Works Dept. 6W1 EXPIRES: 11 2s E--w.W. n semi NO. REVISION BY DATE APPR °"'�'�O1gT DRIVEWAY PROFILES 21 W A-NNNN A A 12" SO 5 LF SL-0.50% F- FA STPUL 0169(19) SEE RP2 FOR VAULT LOCATION 12" SD 5 LF SL=o.so% STA. TYPE (44'LT) CB-141 STORM VAULT & SAND FILTER ELEVATION TABLE � 41 TYPE 1 12" SD 10 LF SL-0.50 SEE RP2 FOR VAULT G.E. 54.10 LOCATION I.E. 51.03 A B C D E F G H I J K L M N � STA. 1534+83 (43.4'LT)� CB-140 TYPE 2-48" DIA ACCESS ACCESS EAST VAULT 27' 16' 6' 55.40 44.50 51.00 27' 12' 50.97 50.97 49.10 51.00 46.97 54.70 I � a G.E. 53. 00 PANEL PANEL WEST VAULT 20' 16' 6' 49.15 40.96 47.46 25' 12' 47.43 47.43 45.57 47.47 43.43 48.75 I.E. 46.92 1. VAULT TO BE CONSTRUCTED PER PLANS AND SPECIFICATIONS PROVIDED BY "UTILITY VAULT COMPANY" FOR 3 SIDED BOX SYSTEM TYPE STORM VAULT OR EQUAL STORM VAULT 2. ALL ACCESS MHS/GRATES do LIDS SHALL BE DESIGNED FOR H-20 LOADING, SAND FILTER 27'x16' a. VAULT 3. SEE DRAWING D02 FOR SAND FILTER DETAIL a 27x12 4. GROUT ACCESSES TO BE FLUSH WITH PROPOSED GRADE. CT) ---an- _ A Z o INSIDE LENGTH _ $ o _ w ° v 4 a A v. .°'a. < 4MIN• SEE PLAN FOR INLET 1O'-0' N o cn ° - ° d 9 LOCATIONS TOP SECTION - SD SD SD SD SD a. Q ILL - ILL - I ---�-�-- ------- ----fY---------- ------- ` ,. ILL ILL - iv ----I'�-- 5 CLEAR ACCESS CLEAR ACCESS ----- -- -- ------- = NOTE: SOUTH WALLS OF VAULT WILL BE G.E. 55.50 INLET FLOW II11 o EXPOSED. GRADE TO COVER AS II w w = MUCH AS PRACTICAL EAST SAND FILTER AND STORM VAULT i I -DIVIDER WALL �a } SCALE: 1"=10' 24' DIA. CLEAR ACCESS----" II v, m W w J 12' STORM ]] x p 3 J ORIFICE PIPE I I a 03 wo Q II z > II JSTA. 1550+26 (51'RT) CB-144 TYPE 2-48" DIA II Q W VANED GRATE G.E. PPPROX. 49.50 ------- ------- --�1---------- STA LOW IN 7 77'RT ADJUST TO GRADE --- '-- SHALLOW INLET I.E. 43.54 SEE SHEET DD2 - kV., 4_0 10'-0" SEE WELD CONNECTION OEfal I MIN I SO 6 LF SL-0.50% �\ BASE SECTION PLAN VIEW SEE PLAN FOR OUTLET 8' SD 22 LF SL=0.50% S C ELL4 ACCESS W\ LOCATION PAN `"REMOVE NO. 24 X 4 CASTINGS 24" CLEAR ACCESS h� RISERS AS REQUIRED � 5'x10" GRATED "o ACCESS PANNEL SAND FILTER /� GALVANIZED STEEL LADDER -I 10 25'x12' --- VAULT APPROX. G.E._ 'D' (2 PLACES) -12" SO 44 LF SL-0.50% .. ... ....:..:..... ..:., :,- .... 77 STORM ?4EWR / I.E. EL- 'F" �_- T --� IE EL="F" VAULT • 20'x 16' 12" SO 20 LF O SL=0.50% STA 15 21 (97'Ri) DEAD STORAGE _y TYPE 2-60" DIA DEPTH "C' LID-LOCKING UD • R=25' CLEAR ACCESS -ffi--� I.E. MATCH IX. W) E 10 E. g0 C.E. 47. j I.E. 43.32 (N,S,SW) ' /WATER SEARATOR 12" SO S =0.50% S a SO 10 LF SL-3.70% DRAWING DD2 - h� � 80T70M EL='E" E �,E"S C 9 FILL W/ NON-SHRINK GROUT T N SO 12' SO 11 Lfi� SL_05 0% SECTION A-A FILL W// TOP SURFACE (BASE AND TOP) NON-SHRINK GROUT EXTERIOR FACE STA 1550+14 (110' / EXISTING CB TYPE to I.E. 44.95 W 9 FIELD VERIFY 24" SO 64 LF SL-1.70% MATCH EXISTI o DECK JOINT VERTICAL WALL JOINT STA 1550+25 (110'Rn TYPICAL BETWEEN TOP SECTIONS TYPICAL BETWEEN WALLS CB-146 TYPE E-48" OIA. ATCH EXISTING k FLAT SLAB BASE SECTIONS LOCKING LID G.E. 50.40 I. . (APS�OX. 42.17) s I.E. 43.26 (S,W) INTERIOR SURFACE 3/8' WELD CUSTOMER TO FIELD WELD I.E. 44.53 (E) 1'-0' SIDES PLATE TOP SURFACE (BASE AND TOP) s� 6 ENDS FILL W/ NON-SHRINK GROUT o PRECAST FOOTING 3'X2"X 3/8' $ 11 OR SLAB WELD ANGLE 8' LONG s WEST SAND FILTER AND STORM VAULT SCALE: 1"=10' FILL W/ NON-SHRINK GROUT E FOOTING KEYWAY WELD CONNECTION 3. TYPICAL BETWEEN TOP SECTIONS E�H� STORM VAULT do FLAT SLAB BASE SECTIONS 90% SUBMITTAL N.T.S. CITY OF CITY OF RENTON 10-2+-05 24043 ar�Ea`G��`� Perteet rc w� � iR RENTON MAPLE VALLEY HIGHWAY(SR169) _ �dL EN �25-M-17 pi1-0OBd15BB00 or.x MR I I DANM IMPROVEMENTS:PHASE 2 c nmCo Awm�e.s"«aBBO .rnr.�a� Planning/Building/Public Works Dept. �DD1 EXPIRES: 11 25 WE w'µ"�Oi 9830i NC. REVISION '�r'a' � BY DATE APPR w..o,� DRAINAGE DETAILS - = W _F NNNAA FA STPUL 0169(19) F 15' F- '7 I d \� ACCESS MANHOLE _ Top �� DER 6 6+. 2-33 P,Section 'r0 OFcr'ry Diamond 2 Plate PCovervamzed CSBC 72" DIA TYPE 2 / 6" QUARRY SPALLS CATCH BASIN 2"-4" SIZE I ............. ......... \ rrrrrrrr/rr/rr rrrrr/rrr y 1 GEOTEMILE FABRIC r�irr/r rrirrr�ir r�r/r//�r rr// I �+u 24" < 50 sO MAINTENANCE ACCESS ROAD `DI°- � '�1 N.T.S. O \� iir`i i`iTr`ii`T�TTr `ir/rrr/r r r iY CO BRICK OR CONCRETE = TYPE A ONLY SO THAT 3/4" Dia. Lift Insert INLET IS FULLY PLAN VIEW 4 Places In Top Section _ SHALLOW INLET FRAME AND VANED SUPPORTED = 72" DIA TYPE 2 CB STA 1534+18 GRATE. SEE SHEET DD03 >_ G.E. 49.10 z 1 Each h Side, 2ftSidels Hold—Down W SCALE: 1"=3' � TOP ELEVATION For Coalescing Media J LEVELING BRICK J REMOVABLE 5'X1O' a� ° 1O Q 24" DIA CLEAR ACCESS VENTILATION GRATE. > 8" OUTLET PIPE i t LLJ INLET I.E. OUTLET I.E. _ a, _ Q To vrtn s ——— Inlet Outlet Pipe SLOPE .i 1 omplinBy Og�ere = With Sampling Tee I T� O DRAIN o o By Others I ° 444 3 FLOW FROM w STORM PIPE CONNECTION TO� ' a—i VAULT CATCH BASIN i I-rr I i- �-I 0 Z 4' I.E. 47.60 GROUT BOTTOM AFTER e COMPACTED BACKFlLL INSTALLATION "- PRECAST CONCRETE CSTC ' VAULT SECTION A—A Sediment in Medic Weir Coalesc g Retaining y M it Baffle "G" INSIDE LENGTH SECTION A—A �OUTLET PIPE N0. 24 X 4 CASTINGS PLAN VIEW A 24" CLEAR ACCESS RISERS AS REQUIRED ' ' --I z 5x1O GRATED ACCESS PANEL .I I r]'I� � I I I�I�I � t— STRUCTURAL NOTES: INFORMATION NEEDED: GALVANIZED STEEL LADDER APPROX. EL— "N" - I 1. Concrete: 28 Day Compressive Strength Vc— 4500 psi Top Of Separator Elevation: 48.50 (2 PLACES) I 2. Rebar. ASTM A-615 Grade 60 Inlet Pipe Size: 8" .. .. .. - .. 3. Mesh: ASTM A 185 Grade 65 Inlet Pipe Elevation: 47.51 . r 4. Design: ACI-318-02 Building Code Outlet Pipe Size: 12" ASTM C-857 "Minimum Structural Design Outlet Pipe Elevation: 47.51 0 0 I Loading For Underground Precast Concrete ._-.��tt,,,,1, — Utility Structures" BASIC DESIGN INFORMATION: V l�l`. LcL\I/ 0.- "L" a INFLUENT CHARACTERISTICS: 6`'^- 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO _ — _ BRICK OR CONCRETE Oil Specific Gravity. 0.88 �O 8" CLEANOUT WITH WATER iv — TYPE A ONLY GENERAL NOTES: Operating Temperature: 50' TIGHT CAP — 1. All Baffles and Weirs To Be Precast Concrete Influent Oil Concentration: 100 Rpm EL- I.E. "K" o 2. Static Water Depth — 4'-0' Mean oil Droplet Size: 130 Microns I II 3. Contractor to: 0.33 ft/min. Rise Rate Supply and Install All Piping Ac Smopling Tees Designed Per Washington State Department Of Ecology ti 12" UP ALL _ 11'1.5�-CIFJW S/WD��." -( � Grout In All Pipes 1005 p"fir'•-='_=_•� 17 Fill With Clean Water Prior To "Start—Up" Of System AROUND BASE—�{ _ gat P" FLOW EFFLUENT COLLECTED OF VAULT OUTLET COMPACTED BACKFlLL Verify All BLockout Sizes and Locations RATE QUALITY SIZE _ III I—Ii I I I I 0 110 GPM t ppm 60 Micron Projected Plate Area = 44-4 Sq/ft Maximum Process Flow 555 GPM I EEi I` —�llVIP MIT �LFI i GEOTEXTILE I -4 3_6. -J--III1 1" DEPTH WASHED GRAVEL LEVEL SPREADER A UTILITY VAULT COMPANY a 8" DRAIN PIPE NOTE: P.O.6a,588 Aubum,WA 96071-0.588 WASHED GRAVEL NOTE:SEE DRAWING D01 FOR INSTALL SHALLOW INLET WITHOUT P.O. ox/NilaomilA u /Pleaw ,807 CA/v"nal«,A2/Fonraw,G z PROFILE ELEVATION TABLE. PLAN VIEW LEVELING BRICK WHERE NECESSARY. o 660—CPS VAULT OIL WATER SEPARATOR SAND FILTER DETAIL SHALLOW INLET DETAIL N.T.S. N.T.S. N.T.S. E J. E/ 90% SUBMITTAL w CITY OF CITY OF RENTON 10-z4-os 24047 4� RC xnc N.T.S. •f' '� MAPLE VALLEY HIGHWAY(SRi 69) i eI�G�� ® Perteet IM REN TON IMPROVEMENTS:PHASE 2 �125-]5]-]]0011-00a815-0900 __�� DATUM c zro]coey we�.s""e soo Q�E Planning/Building/Public Works Dept. 5D2 EXPIRES: 11 25 E»..n.w,w"sco"sezo. NO. REVISION BY DATE APPR ^""^a DRAINAGE DETAILS 23° A-NNNNAA FA STPUL 0169(19) d) B a? 3" 5" 5' N 1 in i 5 5 3" " w z CID u m \ � T W l^ O vJ a EMBOSSED Q B ON GRATE n B I � I L µ N M M � N N h A A J L /%// N j 2" Q / N B A 1" 1 1/2" 1 1/2" 1 2" 6' 4" V-5 3/4- 3/4" SECTION A—A 3/8 L31e 8 Al SECTION A—A E / m 3. 3" NJ /I","w/ CENTER 1/8' RADIUS 1 1/2" 1 1/2• 2• 5" 1'-3 3/4" 5' PCC R—'/8• a 2'-1 3/4" R-2• R=2• T SECTION B—B PT � N N € \ rn Sas• \ SHALLOW I N LET FRAME 9/16" 11/16" 5/8• 1 1/2' 1 3/8" N.T.S. '� 1 \ VANED DETAIL END DETAIL E SHALLOW INLET VANED GRATE N.T.S. 90% SUBMITTAL a z ..k.� N.T.S. ""' � CITY OF CITY OF RENTON 10-24-M " GISTS I�EENG�� Perteet. "" K R EN TON MAPLE VALLEY HIGHWAY(SR169) _ c �2-2-11-1 aaeisssoc m° � � �� DATUM IMPROVEMENTS:PHASE 2 DD3 no�coay�w�w..sw.wo .,n.�i auEL Planning/Building/Public Works De t EXPIRES: 11/25 Ewrwl waMuy�on 9B201 P' NO. REVISION BY DATE APPR '�'�' DRAINAGE DETAILS ° E W A -NININNAA U) o_ GENERAL NOTES: WALL SCHEDULE CONTROL ALIGNMENT 1.ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF WALL TYPE FINISH THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR BEGIN STATION END STATION ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - ENGLISH DATED 2002, AND AMENDMENTS. 1 GRAVITY BLOCK WALL 1540+44 1542+61.5 - 2.THE RETAINING WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ro AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES SIXTEENTH EDITION-1996 AND INTERIMS 2 IREINFORCED CONCRETE WALL 1542+60 1548+40 FRACTURED FIN WALL FINISH w rr THROUGH 2O00. ALL STRUCTURAL ELEMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 3 (/) REQUIREMENTS FOR LOAD FACTOR DESIGN. SEISMIC DESIGN OF THESE STRUCTURES HAS BEEN a } DONE USING AN ACCELERATION COEFFICIENT OF 0.3. Q 3.ALL CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. = 4.THE MAXIMUM DESIGN SOIL PRESSURE FOR RETAINING WALLS IS 2.0 TO 5.0 KSF DEPENDING ON DEPTH OF BEARING STRATA. = S.UNLESS OTHERWISE SHOWN IN THE PLANS, THE CONCRETE COVER MEASURED FROM THE FACE OF CONCRETE TO THE FACE OF ANY REINFORCING STEEL SHALL BE 3 INCHES AT THE BOTTOM OF Lli FOOTING, 2 INCHES AT THE TOP OF FOOTING, AND 1-1/2 INCHES AT ALL OTHER LOCATIONS. J J Q 7 W J O Q ' QUANTITY TABULATION TEV UNIT QUANTITY STRUCTURAL EXCAVATION CLASS A INCL. HAUL CY 504 SHORING OR EXTRA EXCAVATION CLASS A LS 1 s STRUCTURAL EXCAVATION CLASS B INCL. HAUL CY 78 SHORING OR EXTRA EXCAVATION CLASS 8 SF 465 GRAVEL BACKFILL FOR WALL CY 328 CONCRETE CLASS 4000 FOR WALLS CY 214 ST. REINF. BAR FOR RETAINING WALLS POUND 25,400 GRAVITY BLOCK WALL SF 975 4 CONCRETE BARRIER TYPE A LF 656 BRIDGE RAILING TYPE S-BP LF 656 HAND RAIL LF 37 UNDERDRAIN PIPE 6 IN. DIAM. LF 836 GRAVEL BACKFILL FOR DRAIN CY 88 7 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE SY 796 s 07- z e 2 y2 S 2 8 e E Q s� CIVILTECH w�� o ....® __ ENGINEERING Perteet I� a z AS � ..�..o CITY OF CITY OF RENTON �1--1-05 W MAPLE VALLEY HIGHWAY(SR169) 10800 NE 8th Street Suite 820 r ••+• ••• - RENTON Bellevue, WA 98004 425-252-7700 1 1-800-615-9900 ��s^cscc4tir IMPROVEMENTS:PHASE 2 .,.,., Phone: 425-453-6488 2707 Colby Avenue,Suite 900 Planning/Building/Public woks Dept. S-1 Fax: 425-453-5848 Everett,Washington 98201 �� /++/ N0. REVISION BY DATE nPPR �� GENERAL NOTES,SCHEDULE&QUANTITIES � � c/) E EXIST. WALL - 71 i - - - END WALL;1CL `x STA 1542+61.5 D CONCRETE WALL NA, TYPE A BARRIER = 48 5' LT,- +RE INFORC WTH TYPE S-BP ON MODIFY EXIST. ,GRAVITY BLOCK `� BEGIN WALL 2 I EXIST. WALL 40•:-LF E STA 1542+60 WALL (SAW,CUT BLOCK,OR REBUILD"TO FIT) = _ -- 49.25' LT WALL 2 ,' OF WALL AP I. 1540+44 STA STA 1542+61 5 c0 40.5' LT /FACE 40.5 LT , � a rJ7 y_ a - CONDUITS .TO-9E WALL . t ' CONTINUED IN THE, moor - - -- - __.. _.. Q - FUTURE:-->;LEAVE->rAPPED - FITTING TO ACCOMMODATE - - ' � -- _-- S EXTENSION. - -- -. -- _. ._.- „ ` N,. _ _ - - - - _.... _... -T - - SO SD SO SO ,_... Ty ., SD SD SD _.. f✓ Q SO ...... .... Ld ...... - T . _ SR_ 16.9 _ . .. - — - _ — _ tw7. - _ - — — -- - 1541+00 1542+00 1540+00 __,: _ - _ _ - - REINFORCED CONCRETE WALL - M WALL I PLAN APPROXIMATE LENGTH = 580' N 10 5 0 10 20 SCALE: I" = 10' SCALE IN FEET Z - - - - - - Q cr- Li WALL 2 REFLECTED ELEVATION u) SCALE: I" = 10' g 225.0' ALONG FACE OF GRAVITY BLOCK WALL 7 BEGIN WALL 1 65.0 STA 1540+44 TOP OF WALL EL W 1 e EL. 57.7 � EL 58.6 EL 58.6 STA 1542+61.5 STA 1542+61.5 60.0 55.0 - -- - - -- - -- -- - -- - - -- -- - -- -- - -- -- - a 50.0LO n n r` EXISTING r� BOTTOM OF WALL \EL 58.6 45.0 o GROUNDLINE + BOT OF WALL v LO un z 2 BLOCKS HIGH N1 1 BLOCK HIGH N 2 BLOCKS HIGH S 2 e 1540+50 1541+00 1541+50 1542+00 1542+50 .a WALL I REFLECTED ELEVATION NOTE: R CONCRETE BARRIER EXPANSION JOINT S MIS SCALE: I" = 10' CIVILTECH �9 GF-pA.4yrSA ® 48'-0" O.C., DUMMY JOINT AT 8'-0" O.C. a4 4c . ENGINEERING Perteet AS N= CITY OF RENTON It. W CITY OF MAPLE VALLEY HIGHWAY(SR169) 8thA -� RENTON 10800 NE ue, Street Suite 820 425-252-7700 1 1-800-615-9900 ao ��cl�Oti "�`,�t IMPROVEMENTS:PHASE 2 Bellevue, WA 98004 �SS�ONAL�G a� DATUM Phone: 425-453-6488 2707 Colby Avenue,Suite 900 � Planning/Building/Public Works Dept. S-2 Fax: 425-453-5848 Everett,Washington 98201 0-es 09/11 NO. REVISION BY DATE APPR WALL 1 PLAN AND ELEVATION '�w I- I- W CONDUITS TO BE CONTINUED IN THE FUTURE. LEAVE CAPPED FITTING TO ACCOMMODATE - EXTENSION. BEGIN WALL 2 1542+60 STA 1543+30, LIGHT ON STA 1544+40. •- 49.25' LT 1 49.1' LT BARRIER SEE 46.1' LT DWG S-12 9 WALL AP z O� WALL AP o 4A a 4 ° ..a Q. a ALL° 2 a a a .°. a.C a. ° - .a .v,a SS SO SO SO _ _ Cn C� BLOCK Z WALL' _ SIR 169 _ _ _ ...... W — Q — - — _ - - - — - -- - _..._ - -_ LLI Lli W , W -- PC STA 1543+88.45 1543+00 _ _ _�_ — — — —f — — 4 — WALL 2 PLAN 10 5 0 10 20 SCALE: 1" = IC' SCALE IN FEET "a N N REINFORCED CONCRETE WALL — APPROXIMATE LENGTH = 580' q- EXPANSION JOINTS ® 24'-0" O.C. o TOP OF WALL & `O GRAVITY TYPE A BARRIER EL 58.40 FINISH GRADE EL 57.81 CD CD Z+00 BLOCK WALL FINISH GRADE RAILING EL 58.14 TA 1544+50 Z —N� 65.0 z W d m—W — — r- — — — — — — — — — — — — — — — — — — — — — — 60.0 Q — — — j Q 55.0 --------- - ----------- ---------j------------ — 1 I ---- ----- ------- Ld z 50.0 LLj W ---------- Ld cn L V) BOTTOM OF WALL \EL 51.0 EL 50.0 45.0 STA 1544+90 B 1542+50 1543+00 1543+50 1544+00 1544+50 1545+00 E 4 S WALL 2 REFLECTED ELEVATION NOTE: CONCRETE BARRIER EXPANSION JOINT ^ `a -5 N�IES SCALE: I" = 10' ® 48'-0" O.C., DUMMY JOINT AT 8'-0" O.C. � CIVILTECH ��aF '"�q ENGINEERING a" czz �AS NOTED �� CITY OF CITY OF RENTON Perteet Inc. W RENTON MAPLE VALLEY HIGHWAY(SR169) 10800 NE 8th Street Suite 820 425-252-7700 11-800-615-9900 A�O�� rs6v� _� DATUM IMPROVEMENTS:PHASE 2 Bellevue, WA 98004 Planning/Building/Public Works Dept. Phone: 425-453-6488 2707 Colby Avenue,Suite 900 .ter S-7J sslONAL Fax: 425-453-5848 Everett,Washington 98201 a aeni/ NO. REVISION BY DATE APPR WALL 2 PLAN AND ELEVATION 'wl�;°" I-- I— q n RAMP DETAIL STA 1546+49 LIGHT ON 46.1' LT SEE�,\ SIGNAL POLE BARRIER SEE WALL AP !- 1 SEE BARRIER DWG 5-12 1 1 5-11 %--/ . _ -. - S w a .•. -. _ { . S S . .a - --- CD _.... _.e 14 ° a a -WALL 2v 1A. ,a °° a $ o °"Iq , ° ° a Q .'_ ° ° a ° aCn :< ° 4 -f a SD SD SD SD SD SD ,' SD SD SD SD SD Sp „__ -.-..__". S(Y-- - '=-,S> - Ln -. _ W _.. _ ..._ ...... __ _ - - _ ......_._ _ ..-._ < - - -- ry - - LLJ W STA 1546+94.45 W < � ISR ','169 Li 1546+00 1547+00 I WALL 2 PLAN 10 5 0 10 20 SCALE: I" = 10' SCALE IN FEET 5 E aREINFORCED CONCRETE WALL - APPROXIMATE LENGTH = 580' U') 7 N EXPANSION JOINTS ® 24'-0" O.C. V) ° EL. 57.32 TOP OF WALL & FINISH GRADE 0 RAILING TYPE A BARRIER 55.96 EL. 54.45 65.0 Z FINISH GRADE 09 Z _ STA 1546+49 STA 1546+80 60.0 - ? - -r- - - - - - - - _ _ 55.0 } - - - - - J ---s--- ------ -------------- 50.0 T ----- ------- W ---------- LLJ LU 45.0 N _ W BOTTOM OF WALL EL. 49.0 L. 49.0 U) s z j I I I I I I e 1545+00 1545+50 1546+00 1546+50 1547+00 1547+50 WALL 2 REFLECTED ELEVATION SCALE: 1" = 10' NOTE: 5 kitE CONCRETE BARRIER EXPANSION JOINT CIVILTECH ® 48'-0" O.C., DUMMY JOINT AT 8'-0" O.C. t+ �cT9G ENGINEERING Perteet Inc. AS NOTED �®.:° �., CITY OF CITY OF RENTON �11-1-05 10800 NE 8th Street Suite 820 ( A u5. q y, W MAPLE VALLEY HIGHWAY(SR169) 425-252-7700 1 800 615-9900 �Pa, g . -� R E N TO N ^m Bellevue, WA 98004 �`'ssioxu IMPROVEMENTS:PHASE 2 Phone: 425-453-6488 2707 Colby Avenue,Suite 900 ,� DATUM Planning/Building/Public Works Dept. S_4 Fax: 425-453-5848 Everett,Washington.98201 0•'" N0. REVISION BY DATE APPR � �� WALL 2 PLAN AND ELEVATION ��°^ cis END WALL 2 D STA 1548+40, A Sim 0_ 51.1' LT S-4 D LIGHT ON = CONNECT WALL BARRIER SEE - - 3'-0" 28'-0" 6'-6„ DRAINS TO CB ADWG S-12 - -- -- FILL—�f TOW FILL FILL TOW EL 54.14 _...-. ._ EL. 51.77 CD " o. 4 e — — o ° a ro a e A ° a` i - _ TOW r <a a WALL 4 _ — RAMP UP - - - - - - - w cr d a `O� a cn p. 4 L. 54.14 A 4 � 0 V 0 SDSD SD _ .. _. — — — ------------ -----— --— — — aCONC SIDEWALK Q Cn Z A CONC. CURB RAIL LL P S 3 A D — — E Q -- ........ - -- W - — - - o DETAIL > Lul — - SCALE: I/8" = 1'-0" S-5 J SR 169 " Q N 1548+00 _ - 1549+00 7-5 WALL 2 PLAN 10 5 0 10 20 SCALE: = 10' SCALE IN FEET s a E REINFORCED CONCRETE WALL - APPROXIMATE LENGTH = 580' NEXPANSION JOINTS © 24'-0" O.C. a & TOP OF WALL & RAILING J 00 FINISH GRADE ¢ 65.0 Z TYPE A BARRIER ZEL52.03 FINISH GRADEZisEL 51.33 60.0 - - _ wcn T - - - 55.0 w w � 45.0 x BOTTOM OF WALL EL 48.0 S s I I I 1547+50 1548+00 1548+50 i° P WALL 2 REFLECTED ELEVATION .� SCALD: I" = 10' NOTE: CONCRETE BARRIER EXPANSION JOINT ® 48'-0" O.C., DUMMY JOINT AT 8'-0" O.C. i � CIVILTECH We ® ENGINEERING Perteet a� � `-° AIM CITY OF CITY OF RENTON Ott-t-os I"0 W � MAPLE VALLEY HIGHWAY(SR169) 10800 NE 8th Street Suite 820 'a +•�• �. "� RENTON Bellevue, WA 98004 425-252-7700 1 1-800-615-9900 0.��rsre��°ti� a DATUM IMPROVEMENTS:PHASE 2 Phone: 425-453-6488 2707 Colby Avenue,Suite 900 S'oxeL Planning/Building/Public works Dept. S_5 Fax: 425-453-5848 Everett,Washington 98201 NO. REVISION BY DATE APPR WALL 2 PLAN AND ELEVATION F FOR ADDITIONAL HANDRAIL AT 49'-3" RAILING INFO., SEE 3 RAMP ONLY 37' LONG to RAILING Tn 10" SEE S-9 L FINISH 1/2" PRE MOLDED v I TOP OF BARRIER D zoo ! JOINT FILLER VI N � SIDEWALK TYPE A BARRIER CJ 00 L BOLTS FOR TYPE 1 #5 ® 8" O.C. EXPANSION JOINT ® 24N O.C. �' I SMOOTH SIGNAL STANDARD POLE. CONC. • WSDOT STD PLAN J-7a. q SCALE: NTS GRAVEL FRACTURED FIN FINISH no 1" FORM w BACKFILL I LINER 2" FOR WALLS 12" O.C. `N I �- o #4 ® FL } 6" WALL DRAIN FINISH 6'-6" 1" FORM LINER WALL . WRAP GRADE SIDEWALK (FRACTURED FIN) AB'S WITH #4ETRIES EIAT o BARRIER 6" O.C. EPDXY COATED TIES WORK POINT PAY ITEM r U i W 24" LAP SPLICE J ge $ #4 WALL CONC. Q g PAY ITEM L1 0 10„ J Q #5 ® 8" 7 V #4 ® 8" GRAVEL BACKFILL FOR 3'-9" V-10" DRAINS. WRAP ALL AROUND WITH CONSTRUCTION GEOTEXTILE FOR FACE OF 5'-7" UNDERGROUND DRAINAGE RETAINING WALL (LOW SURVIVABILITY, CLASS A) • DETAIL AT SIGNAL POLE TYP I CAL SECT I ON — WALL 2 q TYPE A BARRIER SCALE: 3" = 1'-0" SCALE: NTS RAILING SCALE: 1 1/2" = 1'-0" 2 1/2" 1 1/2"0 STD TYPE 1 PIPE RAILING 5'-0" 1/4" DUMMY JOINT GUARDRAIL CONC PANEL 6'-6" O 3/4"0 STD STEEL PIPE O ® 2'-0" P 1/4"x3%6" W/ CORNER OF (2)- 3/8"0 BLDG € RESIN SET ANCHORS 9 ® 4 1/2" OC I NEW GRADE FRONT OF 2 1/2" EMBED. GRAVITY iv AND S/W WALL BLOCK DETAIL DUMMY JOINT DETAIL STRUCTURE SCALE: I" = 1'-0" SCALE: NTS ° e n 1z' - EXCAVATION CLASS A a INCL. HAUL 1 1/2"tt/4" ° GRADE - EXIST. —1/8" TO 5/8" DEEP IESTING 1/4 RUND IRREGULAR FRACTURE NOMINAL FRONT DRAKES. WRAPLAL AROUND WITH CONSTRUCTION GEOTEXTILE FOR FACE OF WALL WORK POINT UNDERGROUND DRAINAGE (LOW SURVIVABLITY, CLASS A) 6" WALL DRAINTYPICAL GRAVITY BLOCK I WALL SECT I ON nP LIMITS OF EXCAVAT ION g FRACTURED FIN WALL FINISH SCALE: 3/4" = I'—o" SCALE: NTS / 9 9 •��FS SCALE: NTS = CIVILTECH �aF. � '"� NOTO . .„ CITY OF RENTON ® ENGINEERING Perteet Inc. z� � � RCITY ENTON MAPLE VALLEY HIGHWAY(SR169) 10800 NE 8th Street Suite 820 $o ,p ""� �� 425-252-7700 I 1-800 615 99003 IMPROVEMENTS:PHASE 2 Bellevue, WA 98004 '�S yr>G -� DATUM Planning/Building/Public Works Dept Phone: 425-453-6488 2707 Colby Avenue,Suite 900 9rox�t S-6 Fax: 425-453-5848 Everett,Washington 98201 No. REVISION 8Y DATE APPR SECTIONS AND DETAILS H CHIP OR FORM FACE OF BARRIER FLUSH NOTE: FF--- UNDER SUPPORT ELBOW BASE PLATE. SHAPE OF TRAFFIC BARRIER APPLY EPDXY RESIN TO SURFACE TO VARIES PER TRAFFIC BARRIER ASSURE UNIFORM BEARING SURFACE. DETAIL.. ADJUST ELEC. CONDUIT � OMIT 1'-6" x 1'-6" SQUARE AREA � JUNCTION BOX LOCATION AS NEEDED. OF FRACTURED FIN FINISH LIGHTING BRACKET IL • CENTERED AROUND LIGHTING ANCHORAGE JUNCTION BOX & PULL BOX 8" x 6" DEEP x 1'-6" BRACKET ANCHORAGE 1 3'-3" I NEMA 4x S.S. (TYP.) JUNCTION BOX CAN BE RECESSED UP TO '{2" (SEE SPECIAL PROVISIONS) 2 Al #6 PLUMB LINES FRACTURED FIN FINISH 5" 5" 1"m RGS TOP OF BARRIER I I I CONDUIT PIPE I TIGHTEN ANCHOR 12 BETWEEN BOLT HEAD AND HEX w , V-0" NUT/LOCK WASHER (TYP.) MIN. G=1 I I I A2 #6 w p I o CO 2 III III I IIIIIII I I III a z 1"m RGS CONDUIT Q ¢ in — — PIPE & CAP O _ J_ TOP OF SIDEWALK A2 #6 0 y LEVEL LINES 1'/a"m H.S. BOLT THREADED FULL LLI LENGTH WITH HARDENED LOCK QI WASHER AND HEAVY HEX NUT. (TYP.) c ANCHOR F1 x 1'-1" x V-1" > 2 — 2"m RGS CONDUIT PIPE II III J 1" THICK ANCHOR - (TYP.) OR SEE WIRING d SCHEDULE FOR SIZE. 2 Al #6 NOTE: TOP OF 2 A2 # 3/8"m POLYETHYLENE — ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL RGS OR OR COPPER DRAIN PIPE INSTALL ALL CONDUIT RUNS TO DRAIN TO A BRIDGE END ELEVATION OR PROVIDE DRAIN AT ALL LOW POINTS WITHIN CONDUIT RUN. SEE "TRAFFIC BARRIER SHEETS" FOR BARRIER DIMENSIONS. — ALL HIGH STRENGTH (H.S.) BOLTS SHALL BE AASHTO M164. HARDENED WASHERS SHALL CONFORM TO ASTM F 436. JEMBED. SECTION V-1„ WALL 2 1 t 10" 1'�" LUMINAIRE SIGNAL JUNCTION HANDHOLE TOWARD LOCATIONS BOX LOCATION* TRAFFIC SIDE x 8" x 6" x V-6" 1541+97 1540+09 LUMINAIRE POLE om NEMA 4x S.S. JUNCTION BOX 1543+89 1540+35 CONDUIT PER I 1545+95 1541+45 WIRING SCHEDULE — 1548+11 1542+70 I 1544+50 _ CONC BARRIER 1545+09 8" x 6" DEEP x V-6" j 1546+30 NEMA 4x S.S. JUNCTION BOX 1547+12 POLE BASE FACE OF BARRIER 1548+20 ONC BARRIER PER J-18 1 1548+40 fL'1" THICK LIGHTING *ADJUST LOCATION TO MATCH BRACKET FINISHED GRADE CENTER OF DUMMY PANEL I PER J-1 ELEVATION p I 1 5/16"m HOLE (TYP.) �� I LUMINAIRE Olt��- ANCHORAGE BARL I ST STA. �\ \-8"o HOLE =o ALL REINF. SHALL BE AASHTO M31, GRADE 60. I MARK # SIZE LENGTH BEND TYPE ELEVATION PROFILE Al 6 V-9" STRAIGHT ANCHOR PLATE GALVANIZE PER AASHTO M 111 LUMINAIRE SUPPORT 2"m CONDUIT 6 5'-0" STRAIGHT (SHOWN FOR BRIDGE, SIMILAR FOR WALLS) PLAN A2 "a g. MI�s CIVILTECH w9°F,* '�' ,�m __ € ENGINEERING Perteet 11�. �'" z� �AS N� �° �°�"" .�"� CITY OF CITY OFRENTON �11-1-os $ Lm MAPLE VALLEY HIGHWAY(SR169) M 10800 NE 8th Street Suite 820 'r «u. 2{ azs zs2-noo I 1 soo-s1 RENTON 5-9900 � ,3 �� Bellevue, WA 98004 IMPROVEMENTS:PHASE 2 Fss1p A� DA1tiM Phone: 425-453-6488 2707 Colby Avenue,Suite 900 �� Planning/Building/Public Works Dept. S-7 Fax: 425-453-5848 Everett,Washington 98201 �� aain/ NO. REVISION 11 DATE APPR -� LUMINAIRE BRACKET ANCHORAGE DETAILS 0" JUNCTION BOX & PULL BOX (TYP.) I~— [So LTON LID I ORESS EQUAL.ELFOR5' SIZE & —0" LOCATION, SEE JUNCTION BOX TABLE CURB LINE Cn END OF BRIDGE OR WALL 0_. LT rn ------_-----IE------r------ --- -- ------ — ----- --- --- ------------------ --- LCONDUIT DEFLECTION FITTING W/ INTERNAL EDGE TRAFFIC BARRIER BONDING JUMPER. SEE DETAIL THIS SHEET OF SLAB ON STRUCTURE CONDUIT EXPANSION FITTING. SEE DETAIL 5'-0" 10'-0" MIN. TO 20'-0" MAX. 8'-0" TRAFFIC BARRIER 8'-0" TYP. VARIES — 6'-0" TO 9'-6" THIS SHEET END SECTION (TYP.) (SECTION ADJACENT EXP. JOINT) TS LT JUNCTION Box SIZED :PLAN — TRAFF I C BARR I ER PER ELECTRICAL PLANS. _ LABEL JUNCTION BOX LIDS w CC AS SHOWN (TYP.) a cn a } q. Q J—BOX & BARRIER PANEL q J—BOX & BARRIER PANEL q J—BOX & BARRIER PANEL 2 180'-0" MAX. 0 = STAINLESS STEEL J—BOX & BARRIER PANEL } COVER SCREWS (TYP.) BUNDLE #5'S ADJACENT 180'-0" MAX. LU TO EACH END OF SECURE CONDUIT AND S. S. MOUNTING TABS JUNCTION BOX (TYP.) 8'-0" MIN. L TYP. BOX TO REBAR Q (TOP & BOTTOM) TYP. TO PREVENT MOVEMENT > 1 f�" x 1�/Z" x 1 1A" x 12 GAUGE tfz L (TYP.) #4 x 3'-6" (TYP) L TYP. W J Q � f TS LT TS LT '-- `— ---- -- ----------7� —� �--------- --- ---- -- --- --' — ---- -- —�l-- '\ � --------- --- --' ---- -- ---------y — -------- --- --- -- --- — — ---- -- ---------7 -------- --- ELEVATION — CONDUITS & J—BOX IN TRAFFIC BARRIER 2 — 2"e CONDUIT PIPES (TYP.) OR JUNCTION BOX & PULL BOX SIZE CONDUIT PER WIRING SCHEDULE A 8" x 6" x 1'— 6" NEMA S.S. (TYP.) LABEL JUNCTION BOX COVER IN ACCORDANCE WITH STANDARD PLAN J-11a AND SPECIAL PROVISIONS. — JUNCTION BOX CAN BE RECESSED ADJACENT JUNCTION BOXES ARE SHOWN CENTERED BETWEEN ADJACENT DUMMY JOINTS. IF THE DISTANCE BETWEEN UP TO (SEE SPECIAL PROVISIONS) ADJACENT DUMMY JOINTS IS 16'-0" OR GREATER, PLACE ADJACENT JUNCTION BOXES SYMETRICALLY ON EITHER SIDE OF THE CENTER OF ONE DUMMY PANEL WHILE MAINTAINING 8'-0" MINIMUM BETWEEN CENTER LINES OF THE JUNCTION BOXES. WHERE CONDUIT IN A STRUCTURE IS WHERE CONDUIT IN A STRUCTURE IS ROUTED ACROSS ROUTED ACROSS A JOINT, WRAP STEEL A JOINT, WRAP STEEL CONDUIT PIPE FOR 12" ON EACH 3/4" PREMOLDED JOINT FILLER CONDUIT PIPE FOR 12" ON EACH SIDE € SIDE OF JOINT. PIPE WRAP TAPE SHALL BE 2" WIDE SEE STANDARD PLANS --j r OF JOINT. PIPE WRAP TAPE SHALL BE 53 AND INSTALLED WITH A MINIMUM OF 1" OVERLAP 2" WIDE AND INSTALLED WITH A MINIMUM CONCRETE CONCRETE OF 1" OVERLAP w 3" MIN., 6" MAX. (CONDUIT & THREADS g 3'-0" LONG EXPANDED POLYSTYRENE w CAST OUTSIDE STRUCTURE) v SLEEVE AROUND CONDUIT. DUCT TAPEJUNCTION BOX & PULL BOX SEAMS AND ENDS TO SEAL AND EXPANSION JOINT e:. ;:..c...y z 1'-0" LONG EXPANDED yr ?' O POLYSTYRENE SLEEVE ` ?'� `c: I— 8" x 6" x 1'-6" NEMA 4X, S.S. PREVENT CONCRETE FROM BONDING CONDUIT EXPANSION o...:,':' :.;%.. :.,.:;:'::'e c� AROUND CONDUIT " ^:;b;;;' 2" (JUNCTION BOX CAN BE WITH FITTING AND CONDUIT FITTING / t " 3" MIN., 6" MAX. __ RECESSED UP TO /z w 4: (CONDUIT & THREADS % EF__ 11 III 11 t 11 SEE SPECIAL PROVISIONS) 2 — STAINLESS STEEL CAST OUTSIDE STRUCTURE) 3/8"e POLYETHYLENE MOUNTING TABS (TOP & SOT.) CONDUIT PIPE ;. °._`.�', y.°•" II CONDUIT DEFLECTION FITTING CONDUIT PIPE OR COPPER PIPE DRAIN 1�/A" x 1�1h 1%" x 12 GAUGE — —'•;.;'; WITH INTERNAL BONDING JUMPER CONDUIT DEFLECTION FITTING WITH INTERNAL BONDING JUMPER 11 CONDUIT PIPE SIZED CONDUIT PIPE CONDUIT DEFLECTION FITTING B PER WIRING SCHEDULE BONDING JUMPER CONDUIT FITTING — TYPE DX FOR DEFLECTION OF 30' AND 3/4" MOVEMENT. Y CONDUIT PIPES PLACED THROUGH RETAIING WALL TRAFFIC BARRIER SHALL B CONDUIT EXPANSION FITTING CONDU I T DEFLECT I ON F I TT I NG A BE FITTED WITH DEFLECTION FITTINGS AT A MAXIMUM SPACING OF 120 FEET. THE DEFLECTION FITTINGS SHALL BE PLACED AT THE TRAFFIC BARRIER OPEN CONDUIT FITTING — (TYPE AX FOR MOVEMENT OF t 2") CONDUIT FITTING — TYPE DX FOR DEFLECTION OF 30' AND JOINT THAT COINCIDES WITH THE RETAINING WALL STEM EXPANSION JOINT SECT I ON A AT BRIDGE EXPANSION JOINTS 3/4" MOVEMENT. PLACE AT CONDUIT PIPE EXIT FROM STRUCTURE NEAREST TO THE TRANSVERSE CONSTRUCTION JOINT IN THE WALL FOOTING. CIVILTECH ax ""m .., .;, ,, CITY OF RENTON —11-1-05 ILV ►+� �� CITY OF ENGINEERING Pel"teet Inc. W MAPLE VALLEY HIGHWAY(SR169) 10800 NE 8th Street Suite 820 •.s• REN TON o 425-252-7700 I 1-800 615 9900 g Bcrsrs4 , +e IMPROVEMENTS:PHASE 2 Bellevue, WA 98004 Phone: 425-453-6488 2707 Colby Avenue,Suite 900 Sg�pNAL ! 1 �NM Planning/Building/Public Works Dept. WALL 2 PEDESTRIAN BARRIER S-8 Fax: 425-453-5848 Everett,Washington 98201 owes ash / No. RensioN BY DATE APPR ELECTRICAL CONDUIT DETAILS Im 1a ~ MATERIAL � PART SPECIFICATION NOTES IL 0- PIPE RAILING, PIPE RAILING SPLICES, AND CHANNELS SHALL BE BENT 0- PIPES ASTM A53 GRADE B SCHEDULE 40 (STD. PIPE). TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS GALVANIZED IN ACCORDANCE WITH AASHTO M 111 LESS THAN 200 FEET. WASHERS ASTM A 193 GRADE B7 GALVANIZED SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH AASHTO M 232. SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION, w GALVANIZING AND INCLUDING AN ERECTION DIAGRAM. MATERIAL ``' PLATES/BAR ASTM A36 GALVANIZED BEING USED SHALL BE SPECIFIED IN THE SHOP DRAWINGS. CHANNELS IN ACCORDANCEaWITH AASHTO M 111 THE BRIDGE RAILING SHALL BE HOT DIP GALVANIZED AFTER FABRICATION PER AASHTO M 111. ALL COMPONENTS OF RAIL PANEL, POSTS, AND o DRIVE PINS ASTM A 276 TYPE 304 STAINLESS STEEL SPLICE SLEEVES SHALL HAVE ALL SURFACES HOT DIP GALVANIZED PRIOR TO ASSEMBLY. a Q ANCHOR BOLTS ASTM F 593 TYPE 304 STAINLESS STEEL CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. (7 NUTS TAMPER-PROOF TYPE OF EITHER PIPE RAILING, PIPE BALLUSTERS, RAILING SPLICE AND CHANNELS SHALL = CLEAR ANODIZED ALUMINUM OR ZINC ALLOY BE ADEQUATELY WRAPPED TO ENSURE SURFACE PROTECTION DURING >- HANDLING AND TRANSPORTATION TO THE JOB SITE. W J J BALUSTER & ANCHOR SPACINGS SHOWN WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.1. ARE MAXIMUM ALLOWABLE. VARY PIPE RAILING AND SPLICES MAY BE HEATED TO FACILITATE W AS NECESSARY ADJACENT TO FORMING OR BENDING. BRIDGE EXPANSION JOINTS. THE CONTRACTOR SHALL REPAIR ALL GALVANIZED STEEL SURFACES EXPANSION JOINT � DAMAGED BY FIELD OPERATIONS, BY PAINTING THE DAMAGED AREAS END OF TRAFFIC BARRIER I OPEN JOINT & POSTS WITH TWO COATS OF PAINT CONFORMING TO FORMULA A-9-73 AS SPECIFIED IN SECTION 9-08.2 OF THE WASHINGTON STATE STANDARD END SECTION VARIES TYPICAL INTERIOR SECTION VARIES SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. BALUSTER SPA. ® * * * DIMENSION DOES NOTE APPLY AT POLE. RESIN BONDED 4 4 BALUSTER SPA. @ 8" MAX. 4" ANCHORS OR MAX. I ANCHOR BOLTS EQUALLY) 1 2" ANCHOR SPA. 8" 8" ANCHOR SPA. @ 1'-4" MAX. 8" 1'-4" MAX. I ¢ RESIN BONDED ANCHORS BEND BEFORE f OR ANCHOR BOLTS A PARALLEL TO GRADE (TYP.) SEE PART ELEVATION (GALVANIZING �-� 2t/Z"o STD. PIPE NORMAL TO GRADE (TYP.) O RAILING Id 3 2„ R _ 7%„ I o I g � O " / I 3/4"o STD. PIPE I BALUSTER II (III III I I SEE DETAIL C 11 I i I III C o x 5.4 TOP OF CONS. BARRIER �\ r I! (III III �'_t III III II II u u (III TOP OF SIDEWALK AT BARRIER I I z ii liil i1i SECT I ON ---u -------- --------- --------------------------- -- CONCRETE BARRIER _ ELEVATION E BALUSTER ATTACHMENT DETAILS NOT SHOWN CIVILTECH ��f ENGINEERING Perteet Inc. AS t� ��'�' `� CITY OF CITY OF RENTON �11-t-03 JLV iy MAPLE VALLEY HIGHWAY(SR169) 10800 NE 8th Street Suite 820 1. RENTON Bellevue, WA 98004 425-252-7700 f 1-800-615-9900 gssFcrsre�g° "ae �DA*-M IMPROVEMENTS:PHASE 2 �axeL s'`' Planning/Building/Public Works Dept. BRIDE PEDESTRAIN RAILING TYPE S-BP S-9 Phone: 425-453-6488 2707 Colby Avenue,Suite 900 ®� Fax: 425-453-5848 Everett,Washington 98201 NO. REVISION BY DATE APPR DETAILS 1 OF 2 —3 Z" F_ F- ANCHOR BOLTS OR 3/4" RAILING & BALUSTER RESIN BONDED ANCHORS 1 1/16" 5/8„ 1/16"cf) 2�fz"o STD. PIPE RAILING C- • C- 2"o STD. PIPE RAILING SPLICE. 0- 2' 2' 2'{z"o STD. PIPE -e o DRILL 3/8"o HOLE FOR RAILING au to — — r7 7' — 1 3/8"o DRIVE PIN AT 0 ———J—— LOCATION SHOWN BALUSTER BREAK EDGE �O 3/8"o DRIVE PINS * 30' 1/32" RADIUS AT DRIVE PIN LETA I L TOP & SIDES G SLOTTED TYPE SPRING PIN (ANSI B18.8.2) 'o to t/a" STEELFE WELDED 55 SIZE DRAIN HOLE I I a >_ TO END OF CHANNEL ------ - THROUGH 2�fz"e PIPE I I 3/4"o STD. PIPE BALUSTER Q (WELD BEFORE I IKA TOP OF CONCRETE BARRIER NO BE FLUSH SIDE DIAMETER OF 1 GALVANIZING) -- WASHER _ �� --_------ — ————— 3/4"o PIPE BALUSTE CO � = 3 16 W C 4 X 5.4 1 t{z"o HOLE SECT I ON J DETAIL — — 12 GAGE ** R LOCATE ON OPPOSITE SIDE OF TRAFFIC. LU �� 1'/z" 1 DRIVE PINS SHALL BE DRIVEN FLUSH J WITH THE OUTSIDE FACE OF THE RAILING BASE & BALUSTER WASHER DETA I L NOTE: TAMPER—PROOF NUTS HOT DIP GALVANIZE AFTER FABRICATION "E" DIMENSION EQUALS MAX. OPENING OR CLOSING OF CONC. RAIL BASE AT EXPANSION JOINTS 4VLONIITIDINAL TYP. FOR ALL SECTIONS �. ANCHOR BOLTS ( ) "Pi" DIMENSION EQUALS 10" OR RESIN BONDED 1 1 1 "P'" AT POLE "E' AT EXPANSION "P2" DIMENSION EQUALS 4" ANCHORS JOINTS '/z" FOR TYP. RAIL SPLICE 3" x 3" x 12 GAGE WASHE 3/8" SLOTTED HOLE FOR 6" 6" + "E" SEE NOTE ADJUSTMENT "P2 "P2(2) STEEL fE ''/a LL SECTIONS) E AT POLE AT POLE SIZE TO FIT BETWEEN _ BREAK EDGE C 4 X 5.4 STEEL CHANNEL — 1/16 X 45' TYP. EACH ANCHOR t I I I C 4 x 5.4 --- ------ — --- — RAIN HOLE TOP OF CONCRETE BARRIER 3/16" I I I THROUGH BALUSTER —�-- ------� I I I I I 3/16 E 6" EMBEDMENT DEPTH FOR I 1 11�" I I ANCHOR BOLTS. I I I I I (FOR RESIN BONDED ANCHORS I I I RESIN BONDED ANCHORS USE MFG'S RECOMMENDATION) P. EACH BALUSTER N I I I OR ANCHOR BOLTS 1 I 1 I I 3/8o RESIN BONDED ANCHORS. DRIVE PIN ** 3/16 FOR ALL RAIL SECTIONS I I I I OR 3/8"o x 7X" ANCHOR BOLTS I I I I I j F i j II II I I TOP OF CONCRETE BARRIER -------------- - II z TACK WELD 3 SIDES EACH HEA 'A" (TYP. AT OPEN JOINTS) STEEL P. x 2 x 0'-3 "E" (TYP. AT EXPANSION JOINTS SECT I ON ANCHORCH Q ANCHOR BOLTS SHALL BE POSITIONED IN A JIG DURING WELDING PART ELEVAT I ON rB E a '9 S TMI�iT ° CIVILTECH ENGINEERING aF. !� wrm ao t a^ x1� CITY OF RENTON Perteet Inc w Fe o AS�� CITY OF 10800 NE 8th Street Suite 820 ..s< W RENTON MAPLE VALLEY HIGHWAY(SR169) .e Bellevue, WA 98004 425-252-770011-800-615-9900 ap@secr„an ti+ "°in �� pnTUM IMPROVEMENTS:PHASE 2 Y Phone: 425-453-6488 2707 Colby Avenue,Suite 900 Planning/Building/Public Works Dept. STEEL PEDESTRIAN RAILING TYPE S-BP S—1 0 Fax: 425-453-5848 Everett,Washington 98201 EffNES aein i NO. REVISION BY DATE APPR - DETAILS 2 OF 2 � FA STPUL 0169(19) I— LEGEND CONCRETE WALL FACE SAND BLAST AREA TO EXPOSE JD AGGREGATE (TYP) FISH IMPRINT # (SEE SHEET S12) WALL PANEL INDEX TABLE ;; e �• Panel F24' To Type �-1/2- RECESS ® CAST VOID 1 8 BLANK 1 2 16 A 3 24 B - e .• 4 32 C5 40 BLANK6 48 ASLIGHT BEVEL 7 56 B w \ 8 56' 64 BLANK a9 64' 72 BLANK WALL TYPE A } CONCRETE WALL FACE 10 72' 80 A N.T.S. Q 11 80' 88 8 12 88' 96 C t3 96' 104 D CONCRETE WALL FACE SAND BLAST AREA TO EXPOSE to 104' 112 BLANK AGGREGATE (TYP) 2 SECTION A 15 112' 120 A 16 120' 128 B W 17 128' 136 D 7 4 i J 18 136' 144 BLANK Q CONCRETE RETAINING 19 144' 152 A " WAS 20 152' 160 B -w W 21 160' 168 BLANK uj 22 168' 176 A IL 23 176' 184 1 Ba f' _ •,� Q 24 184' 192 C •' r ' 25 192' 200 BLANK l 26 200' 208 A ' • - 27 208' 216 B 28 216' 224 BLANK 29 224' 232 A WALL TYPE B 30 232' 240 B N.T.S. 31 240' 248 C 32 248' 256 D _ 33 256' 264 BLANK CONCRETE WALL FACE SAND BLAST AREA TO EXPOSE 34 264' 272 B LANK AGGREGATE (TYP) 35 272 280 A • 36 280' 288 B . .. 37 28B' 296 D 38 296' 304 BLANK 39 304' 312 A 40 312' 320 B 41 320' 328 B LANK +~ 42 328' 336 A 43 336' 344 B 2 4• S 44 344' 352 C A 45 352' 360 BLANK s 46 360'1 368 1 A 47 368'1 376 1 B .. 48 376' 384 1 C PERSPECTIVE VIEW 50 392' 400 BLANK WALL TYPE C e 51 400' 408 A N.T.S. 52 408' 416 B 53 416' CONCRETE WALL FACE FISH IMPRINT DETAIL 424 D N.T.S. 54 424' 432 BLANK SAND BLAST AREA TO EXPOSE 55 432' 446 A AGGREGATE (TYP) 56 440' 448 B 57 448' 456 BLANK 58 456' 464 A 59 464' 472 B 60 472' 480 C Z 4 61 480' 488 BLANK - 62 4BB' 496 BLANK .•a 4 y� 63 496' 504 A 64 504' 512 8 Eg 512' 520 C i� 'r, •�. 520' 528 D •, . `� 528' 536 BLANK , 536' 544 A ' 544' 552 B 0 552' 560 BLANK WALL TYPE D 560' 568 A N.T.S. 568' 576 B 2 576' 584 D NOTE: CONTINUE SAND BLASTING PATTERN TO EXPOSE AGGREGATE ON BLANK PANELS a r � J. EUyF� �a 90% SUBMITTAL s w CITY OF CITY OF RENTON 10-24-05 24MN.TS �c '�""' MAPLE VALLEY HIGHWAY(SR169) � gE ` Perteet,M �. w RENTON IMPROVEMENTS:PHASE 2 425-252-110011-006816BBOC o®� � � DATUM tj 2fol caov AN...r sw.soo nr�H.aevc� Planning/Building/Public Works Dept. WALL 2 �5il Y EXPIRES: 11 25/ NO. REVISION BY DATE APPR FORM LINER DETAILS anr:34 ar A-NNNNAA FA STPUL 0169(19) I � I I n I l n i I I I I I I I 1 � w — s z CO i I 1 W 0 CO FISH #4 K a } — SCALE: 1"=3" FISH # SCALE: 1 =� = FISH #1 WSCALE: 1"=3• J J J a I ,--, F, I I I � I FISH #7 SCALE: 1"=3" FISH #2 FISH SCALE: 1'=3" SCALE: 1"=3" I i E it 3 `s i z FISH 4 SCALE: 1"=3" II E GQ4� 3. Eby 90% SUBMITTAL . •• CITY OF RENTON 10-24-05 s,o� CITY OF MAPLE VALLEY HIGHWAY(SR169) _ LEENG�� Perteet�M1` RENTON IMPROVEMENTS: PHASE 2 as I S noz tour S—ero Q�E Planning/Building/Public Works Dept. WALL w..o12 zI EXPIRES: 11 25 Ewna.w.w"ym,eezoi N0. REVISION BY DATE APPR �"`"0�"�r FORM LINER DETAILS 3 rm: " A-NNNNAA E�£CIP�NIC FlLEH4IE Nq P�TM: PROJECT NAME MAPLE VALLEY HIGHWAY (SR169) PPP-SS-TTTT II O1 J Ff N ? (A N z Zyx OmNO mV�XI TFl T 00 Ln M _zL (A vz 0 zmz o � OD w - CM00Sx y yZ F,�,0 0 OM Tim .Z-1� Z� LN3 I I mo z� �M 0z z OMM o mo2D I m MO vm oZ Dx = �� L II�z I I I OZ D: 4o N� o uz I en >�II C 0 m x +pI I 00 mo �0 x v 0cnx yi II I I '� V aczi Aeam m N D A O I zIz I 29 Am K8 � M m ImoN� L14 As�0ya c�< PC STA 1531+35.31 STA 1531+35 I _ STA 1531+35 � I BEGIN LANE LINEk17. RT I BEGIN TWO-WAY LEFT TURN LINE (6- LT) BEGIN TWO-WAY LEFT TURN LINE (6' RT) I BEGIN LANE LINE (17' LT) BEGIN LANE No.3 AND LANE No.4 TAPERS I 1111 611 11 I BEGIN LANE No.1 AND LANE No.2 TAPERS (17' LT k 28' LT) /yFfR (17' RT, 28' RT) I I I MATCH EXISTING O MATCH EXISTING ,1 I 2' L � I}I 12' '12' I 6 STA 1532+15 STA LANE No.3 AND LANE No.4 TAPER 1 1 LANE END 5 I I END LANE No.1 AND LANE No.2 TAPERS (111' LT, 30' LT) S I I ^' U (18 RT h 30' RT) tBM I I 1 1 1 I U) STA 1533+57 z I I I PLASTIC TRAFFIC ARROW TYPE 2L 0 STA 1533+72 I � PLASTIC TRAFFIC ARROW TYPE 2L I 2'112' I It 2 6' N STA 1533+86 I I �.A1 A.P. SIDEWALK (30' RT) I I A z 12'12 12412'12' STA 1534+36 I 6' I 6' PT STA 1534+6 .. 0 A.P. SIDEWALK (42' RT) I I BEGIN DROP LANE LINE (30' RT) I I I I 1 I I 1 I 35+ 4.14 01 IIITI I ►6' 6 I 12I12 12' 1 12'12' STA 1535+88 I END TWO-WAY LEFT TURN LINE (6' LT k 6' RT) BEGIN DOUBLE YELLOW CENTER LINE (6' LT) I iD � I I m I 1 r STA 1537+28 U) I I I BEGIN PLASTIC WIDE LINE (6' RT) N ^D I I PLASTIC TRAFFIC ARROW TYPE 2L F 12'12 112 12'112 O l J 6 0� D AU) II I I m � STA 1538+78 � \ I I PLASTIC TRAFFIC ARROW TYPE 2L00 o 1_ o D I I STA 1539+28 m y D END DOUBLE YELLOW CENTER LINE 6 LT ¢ D I I I I A END LANE LINE (18' LT) O i STA 10+50 m z PLASTIC CROSSWALK LINE (20' LT-20' RT) m I f= I STA 10+55 Z + PLASTIC STOP LINE (CL) n O m I o m S.a STA 1539+28 1 6' 12'12'12' '12'- END PLASTIC WIDE LINE (6-- RTRT) — END LANE LINE (18' RT) `v F9—1 END DROP LANE LINE (30' RT) 1 1,P _ N- - -- z PLASTIC STOP LINE (6- LT-42' RT) I sa. 0 00 f PLASTIC CROSSWALK LINE (36' LT - 42' RT) I � STONEWAY/CEDAR RIVER PARK ENTRANCE OO z-TI _ �Dy> o N 4T50'00' E � STA 1540+25 i 1 Z BEGIN LANE LINE (18' RT) Q a BEGIN PLASTIC WIDE LINE (30' RT) y to BEGIN YELLOW EDGE LINE (6' LT k 6' RT) I 12 12 12 12-12- s yItSTA 10+68 BEGIN EDGE LINE (20'RT) c>> T STA 1540+18.20 (A I STA 1540+25 > + = I 10 I f �1540+36 C STOP LINE 5- LT-42' LT) V a 6' 12'12'12' '12 6'I LT) Iq �LI m o MATCHLINE STA 1541+01 = o `n� o SEE DRAWING No. CH5 END EDGE LINE (301T) Z M FID r^ y m m =0 C N zi �M W o 2 Z v n D zz a z U)^ D o D No r S rn D cn z z c r z I" Z _§Tli� EIECINIXlIC FllE1WIE MD PROJECT NAME MAPLE VALLEY HIGHWAY (SR169) PPP-SS-TTTT MATCHLINE STA 1541 +00 SEE DRAWING No. CH4 STA 1541+2o B' 12'12'12' 2' B BEGIN LANE No.3, LANE No.4 AND RIGHT TURN LANE TAPERS I -- 1� 1, (6' RT, 18 RT, 30' RT) I o I l rr STA 1542+00 I m END LANE No.3, LANE No.4 AND RIGHT TURN LANE TAPERS I 14 r (4' RT, 16' RT, 28' RT) I IZ Irl I I � I I I I STA 1542+65 BEGIN EDGE LINE 24' LT) I j I I I z STA 1543+20 BEGIN LANE R.-T.UM-W.-YAND SHOULDER TAPEO 111. STA 1543+48 ( 14 I I o I (6' LT, 18- LT, AND 30' LT) BEGIN DOTTED WIDE LINE 28' RT BEGIN TRANSIT LANE AND RIGHT TURN LANE TAPER (28' RT) yFfR o^ I I IS' �� STA 1543+77 Q I PC STA 1543+88.45 A.P. SIDEWALK 42- RT I 12� STA 1545+00 I BEGIN LAN o. No. I STA END LANE N0 9 4' RT, 16' RT I I o. o. U e ( ) I m (3' LT, 15' LT, AND 27' LT) 1:5 8 fD STA 7 END DOTTED WIDE LINE (41.9 RT) I pOI (J1 BEGIN PLASTIC WIDE LINE (41.9' RT) � ' END TRANSIT LANE AND RIGHT TURN I I TI LA T LANE TAPERS (41.9' RT) BEGIN TRANSIT LANE AND RIGHT TURN I I g ort LANE TAPERS (41.9' RT) 6 6' N z I 2)11 12 12 '2i1212 -i m o I Z STA 1545+95 i � PLASTIC TRAFFIC LETTERS 'TRANSIT ONLY I I o,Ao. D 0 mm p 1 '1 STA 1546+28 -4 + 0 10 END YELLOW EDGE LINE 7.2 RT) + p END LANE LINE (19.2' RT) I 6 - T I� �12 Co END PLASTIC WIDE LINE 31.2' RT) 2' STA 1546+28 END LANE LINE 15 LT) END PLASTIC WIDE LINE 43.2' RT) I 1212 12'12 012 6' 0° PLASTIC STOP LINE (7.2' RT - 55.2' RT) pl ..D �I STA 1546+49 $A No.l. LANE No.2 AND 2 SHARI'S/SILVER CLOUD INN DRIVEWAY .1p I I SHOULDER TAPERS o STA 1547+00 (3' LT, 15' LT, 27' LT, 39' LT) N z PLASTIC CROSSWALK LINE 57 RT-40 LT) �• I STA 1547+00 BEGIN LANE LINE (21' RT) �(�, PLASTIC STOP LINE 7.7 RT-28.3 LT W BEGIN PLASTIC WIDE LINE (33' RT, 45' RT) ..... 4N BEGIN LANE LINE (16.3' LT) BEGIN DOUBLE YELLOW CENTER LINE (7.7' RT, 9' RT) 12'12'12'12' I i�12' 2, BEGIN PLASTIC WIDE LINE (4.3' LT) Z TA54 S 17+54 I O STA 1547+50 PLASTIC TRAFFIC LETTERS 'TRANSIT ONLY I PLASTIC TRAFFIC ARROW TYPE 2L STA 1547+74 END DOUBLE YELLOW CENTER LINE 5.6 RT, 10.6 RT Poo y BEGIN YELOW EDGE LINE (5.6' RT, 10.6'RT) " I I m $$ $ $ w ` PT STA 1547+89.44 coi z+ U1 STA 1548+78.8 q m m cfOii o a a 'a END PLASTIC WIDE LINE (B.9- LT) STA 1548+20 IV $ � z z" M ND LANE No. LANE No.4, T SIT LANE AND RIGHT r�A PLASTIC TRAFFIC ARROW TYPE 2L o m�! BEGIN RAMP TAPER 44.7' LT ;y TURN LANE TAPERS (12' RT, 24' RT, 36' RT, 48' RT) ( ) J - a MCA N STA 1549+50 w L STA 1548+54 I p END YELLOW EDGE LJNE (4' LT, 7' LT) C a PLASTIC TRAFFIC ARROW TYPE 2R I= c BEGIN PLASTIC WIDE LINE (4' LT, 7' LT) r LZ'L tD PLASTIC TRAFFIC LEITERS 'TRANSIT ONLY' G STA 1549+84 p D END RAMP TAPER (57.3 LT) STA 1549+04 END PLASTIC WIDE LINE (48' RT Ac 36 RT) STA 1549+87 J END LANE LINE (24' RT) co END RAMP TAPER (57.3- LT) + Wj PLASTIC STOP LINE (12' RT- 55' RT) + N6 1-405 OFF/ON- 4j, H-LINE �+pp _. 2 N+ o STA 1550+09 _ N AND SHOULDER TAPERS apa aSo: (12' LT, 24' LT, 36' LT) STA 1549+60 i� BC STOP LINE (12 EGNIDOUBLE YELLOW CENTER LINE (12' RT) I I 12 PT STA 7�'5361 BEGIN LANE LINE (24' RT) 2 2' 2I12 J BEGIN DROP LANE LINE (36' RT) STA 1549+75 \ .12+15ro, p END DOUBLE YELLOW CENTER LINE 7 RT, 12 RT L I BEGIN YELLOW EDGE LINE (7' RT, 12' RT) g STA 1550+15 w +to• , o / a_- END YELLOW EDGE LINECL, 5 RT _I BEGIN DOUBLE YELLOW CENTER LINE (CL, 5' RT) o STA 1550+31 �I --]-340" P��`''/` w ^� n 2 its, END EDGE LINE (36' LT) I /'" O O O O O ,o I I STA 155D+50- - ;v c m o �P D STA 1550+65 p / 1 ;map m w N Z m BEGIN PLASTIC WIDE LINE 12 Ri Q 1ARROW �' c�m f E m F m f m n PLASTIC TRAFFIC ARROW TYPE 2R) ' O m ST t551+14 / o o 0 o cc)o czj p p Z 5 PLASTIC TRAFFIC LETTERS 'ONLY' n x ND PLA51IL- IDE LINE 12 L / ,..• o o>�^ 0 0 0 0 r Z7 n PLASTIC TRAFFIC ARROW TYPE 2L L!o I o. P C-TRAFFIC ARRO,.W A'P 2� zw fTl- Nc z // a o oo xa x3 c1c� ND Z op gDox rnn m- rn- rn- ° m 1 c i mzzi w N ssZ� =1 o 00 //.� /, p Z m Z a o U 0 o Z�l k4, '�y w m Z STA 1552+22. o m m END DROP LANE LINE (36' RT 2r2�2 O fJ S m o o c Z /" -o O p BEGIN PLASTIC WIDE LINE (36' RT� "' /'`• / m;o 2 21 � 0 PLASTIC TRAFFIC ARROW TYPE 2R G �n STA 15 '72 _ I PLASTIC TRAFFIC LETTERS 'ONLY � y o LANE--UNE 24 LT MP f +� m o (j PLASTIC TRAFFIC ARROW TYPE 2L Z o a�•� \�� o (n STA 1552+72 dOR-50' oo .� m N A w ra Z -0 ITI 0 PLASTIC STOP LINE CL-56' R ;�\ \ J O C) x G O o i LL mQ am pm mo o o = M \ END DOUBLE YELLOW CENTERLIdL✓' i o in� chi � (T1 D O r O END LANE LINE (24' RT) z p [ 2 0 0 `m a � Z fGTi TrTI END PLASTIC WIDE LINE (12' RT, 36 \ \ q z `•p N;-lq a g g z z m ;O o ITI Am W_ SUS/ 7/� omz Scz Ac 20 o �FiGoi o171 mo xi O CCZ O 80 =dis m� C �z Z -� <"'L • '-- �\ ��11 ./ O z �j .T1.T1 m z -C OZ �� g _ zv �w nZ no sao N m r 9 p \ \ go �� o C $ m p y \ Q Z I aC m = n z (JI \\� 2 o mBD (n O p -� / „ p v ac) \v�1 m C N oo p r z ° • �m oz D V O Z O N �P, 2d o n° 4 $ c D FA STPUL 0169(19) F— CEMENT CONCRETE A.P. STA 1543+20 5' LT& 6' LT A.P. STA 1544+40 2' LT & 3' LT A.P. STA 1545+98 2' LT & 3' LT BARRIER CURB YELLOW EDGE LINE DISTANCE d R=5.0' R=1.5' YELLOW EDGE LINE [STA 546+28 7.2' RT w STA 1540+28 CL STA 1541+20 STA 1542+00 3' RT & 4' RT A.P. STA 1545+00 3' RT STA 1546+19 4.5' RT 0') (5' RT & 6- RT) z CD RAISED TRAFFIC ISLAND D a } N.T.S. Q AREA=5730 S.F. 0 PLASTIC WIDE LINE = STA 1547+00 7.7' RT STA 1549+10 2.5' RT & 3.5' RT PC STA 1549+44 7' LT PT STA 1549+79 12' LT) } YELLOW EDGE LINE STA 1549+50 5.7' LT W TYPE A TRAFFIC CURB A.P. STA 1550+38 CL J R=150' J YELLOW EDGE LINE W Q r1' SHY DISTANCE PC STA 1549+72 7' RT PT STA 1550+15 CL 11 J R=1.5' TYPE A DOUBLE CTER LE R=1.5' TRAFFIC CURB YELLOW R=150 CENTER DOUBLE YELLOW EN IN LINE �1' SHY DISTANCE R=1.5' DOUBLE YELLOW STA 1547+00 9' RT STA 1547+74 8.1' RT YELLOW EDGE LINE A.P. STA 1549+60 11.9' RT CENTER . STA 1550+15 2.5' RT STA 1549+19 10.9' RT & 11.9' RT STA 1549+75 9.5' RT A-P. STA 1549+89 11' Ri & 12.0' RAISED TRAFFIC ISLAND E N.T.S. AREA=1760 S.F. RAISED TRAFFIC ISLAND F N.T.S. AREA=600 S.F. STA 1552+47 6.7' LT STA 1552+72 CL R-50.0' PEDESTRIAN RAIL AND CONCRETE BARRIER 1' SHY 1' SHY .5' VARIES .5' DOUBLE YELLOW CENTER LINE 6' 1 1 1 6' SIDEWALK LANE LANE LANE LEFT TURN LANE LANE LANE TRANSIT LANE RIGHT TURN LANE SIDEWALK I RAISED ISLAND Y. CEMENT CONCRETE PAINTED TRAFFIC ISLAND G CEMENT CONCRETE CURB AND GUTTER CURB AND GUTTER RETAINING WALL TYPICAL ROADWAY SECTION STA 1552+z2 GL AREA=1N.70 S.F. N.T.S. E F APPROX. STA 1548+00 ��o Fro 90% SUBMITTAL N.T.S. CITY OF CITY OF RENTON 10-24-M 4 9 24043 RIC 11 MAPLE VALLEY HIGHWAY SR169 _ a�Ea�°�` Perteet M � �„ RENTON s�pGIS \ """ IMPROVEMENTS: PHASE 2 <25-353->]p0�td00-Bt5-89fA �� DATUM CH3 21.caev ss..m,e.sene soo ` Planning/Building/Public Works Dept. EXPIRES: 11 25 e.."u.w v..mn NO. REVISION BY DATE APPR '""�'a` CHANNELIZATION DETAILS W A-NNNNAA FA STPUL 0169(19) I— DISPLAY NOTES CONSTRUCTION NOTES WIRING SCHEDULE SERVICE NO. uI Q ROADWAY P / V E. V. VEH 1. ALL VEHICLE HEADS SHALL HAVE 12" LENSES, ALUMINUM (l) CONDUIT DETECT DETECT HEAD INTER. NOTES BACKPLATES AND TUNNEL VISORS. 1 RELOCATE SIGNAL HEADS, PER SIGNAL STANDARD SHEET. NO. SIZE 2C(S) 3C(S) 5C 2 INSTALL SIGNAL POLE ON WALL, SEE WALL PLANS. PROVIDE INSTALL E AND INSTA MODIFIED 6 PR 2. ALL VEHICLE SIGNAL HEADS SHALL BE INSTALLED WITH TYPE M TYPE 1 POLE, 1 PEDESTRIAN HEAD AND 1 PUSHBUTTON DETECTOR. SEE MODIFIED a 1 2' 1 EX. MOUNTING PER WSDOT STD. PLAN J-6g. TYPE 1 POLE THIS SHEET. 2 2" 2 IX. 3. ALL PEDESTRIAN HEADS SHALL HAVE LED DISPLAYS. 3 2' 3 IX. O RELOCATE SIGNAL HEADS, PER SIGNAL STANDARD SHEET. 4. PEDESTRIAN HEAD 27 SHALL BE INSTALLED USING TYPE D MOUNT 4 IX. 1 1 PER WSOOT STD. PLAN J-6f. O4 PULL EXISTING LOOP CABLES FOR SW1 AND SW2 BACK TO EXISTING JUNCTION BOX 5 2' 2 IX.,1 NEW AND ROUTE TO NEW JUNCTION BOX FOR LOOPS. 6 2" 1 5. ALL RED, YELLOW AND GREEN VEHICLE DISPLAYS SHALL BE LED. O PULL EXISTING CABLE FROM EXISTING PEDESTRIAN POLE BACK TO JUNCTION BOX 7 2' 1 EX. 1 EX. 1 CONDUIT IN WALL AND ROUTE TO NEW PEDESTRIAN POLE ON WALL PULL EXISTING LOOP CABLES FOR PHASE 2 LOOPS BACK TO JUCTION BOX AND ROUTE TO NEW PHASE 2 LOOPS. W a 2• 1 1 GENERAL NOTES 7 6O c SEE WALL DETAILS FOR INSTALLATION OF SPARE CONDUIT AND JUNCTION BOXES IN z 9 IX. 1 1 ADD CABLES TO EX. CONDOR 1. INSTALL ALL JUNCTION BOXES PER RENTON STD. PLAN JR-36. WALL. r r CC - "2- ADJUST EXISTING JUNCTION BOXES TO GRADE AS DIRECTED BY THE O7 SEE ILLUMINATION PLAN FOR CONTINUATION OF CONDUIT. p (n NOTE: SEE SIGNING AND ILLUMINATION PLAN FOR ILLUMINATION WIRING. Ld . a C.J ENGINEER. O8 INSTALL TYPE R3 LOOP PER DETAIL SHEET SG8 AND SG9. } W 3. MAINTAIN AND PROTECT EXISTING CONDUCT AND WIRING DESIGNATED FOR O9 INSTALL TYPE RI LOOP PER DETAIL SHEET SG8 AND SG9. a L REUSE. _ Er Ld 4. ABANDON EXISTING LOOPS NOT DESIGNATED FOR REUSE. 10 REMOVE SIGNAL POLE AND FOUNDATION. (D - Q I 11 REMOVE EXISTING JUNCTION BOX AND WIRING, ABANDON ASSOCIATED CONDUIT. r 0 Y _ I V Q I 12 SPLICE LOOP WIRES TO EXISTING LOOP CABLES. Ll j i I a I i 13 INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. J j2 1 5 + + I v n ILL) 1 � � 27 5 13 u 9 _ - gF ------------------------ 12 SI # -- G 11 2 I 1 23 10 SE2 22 ZA 28 2 88 SIG 11 76 G SIG 9 i 1 -. 10 SIG -- -- — --- SE2 '- 21 1 � 1C -- — - 39+ ___ �1540+00 ------ -�5 — 1538+00 .� � _ — ---- - -- MODIFIED TYPE 1 61C 61B 61 POLE 68A s7A ' 1 MAPLE VALLEY HIGHWAY (SR169) - - __ a -- PPB-M 9 68B 9 678 62 g .-.__.. ---- ---------- ......-_ CONCRETE -- -- -- - 63B 631 4 63 WALL 68C 67C ICJ -- =-— -" - - -' - - - - - -- -- 6 SIG .- - SIG SI E X5 11 12 6 m SS I + 12 + 12 12 13 4 13 6 a~ j n 3 SEE DWG SG4 12 N FOR CONTINUATION OF INTERCONNECT TO SIR ENTRANCE F MODIFIED TYPE 1 POLE STA 1540+14 (58- LT) g 01 BLANK J05 02 r- 12' R 03 BLANK BLANK 07 12' Y 9 15 A8 12" G CIACUCT PHASES SCALE 4 � I BLANK 1 8 4 it PEDESTRIAN VEHICLE C 1 do 6 20 10 0 FEET 20 40 -+ VEHICLE MOVEMENT SIGNAL HEADS SIGNAL HEADS D N A «. PED MOVEMENT 27 63 PREEMPTION PHASE DIAGRAM SCHEDULE 90% SUBMITTAL i w CITY OF CITY OF RENTON �10-24-05 24043 o RC�8TEP6\�4 Perteet- �c RENTON MAPLE VALLEY HIGHWAY(SR169) _ YpyA� E�6 °"`z-nao i�aooe�s-seoo tut � IMPROVEMENTS:PHASE 2 .m �zs-zs DATUM 2—cv��—s.... CE = Planning/Building/Public Works Dept. SG1 EXPIRES: 1 t 2s Eve-WaeM� 9azo, SIGNAL PLAN NO. REVISION BY DATE APPR "^"w� 'a"100°w'�' W A-NNNNAA 2 921 FA STPUL 0169(19) CALLA 922 m 42C (SS1 923 41 N N Z 941 942 42B' per, B43 BEAD 47 F n n r r • 1 + 6 961 HAND 741 41A; CALL C 962 1fAN 742 'U a 983 743 8 981 CALL D B3 10E TO SER'n 744 • 1 11A,B,C 816 CAB1NL7 3/8 745 817 PPB 47 2 21A,B,C 828 22A,B,C,23A,B,C 827 27A,B,C Sze 529 POLE No. 1 w 2SA,B,C 928 2CS 2N8 6C < 3 836 fiC 5C 837 3cS i- 4 41A,B,C 8" 2CS 6C 847 2CS 2C$ U) 848 5C 3C5 84B mmmmmmmmm d CS 5 866 6C 6CC Q 8578 6C 2CS 0 6 61A,B,C 886 2c9 2CS 62A,B,C,63A,B,C 867 2868 CS /9f 67A,B,C 889 2CS �h I D 27 V= 968 721 HAND 721 88A,B,C B89 2CS 2C9 2CS 722 1lAH 722 723 eo 7 876LLJ m 723 877 724 J s 8 725 886 m�n 724 781 J 887 LLIE 702 POLE No. 2 689 PPB 27 703 896 N < 7B4 w 331 897 -N v�m m 765 J SRI 898 ao o m m m 2c3 <L 9 Q 991 9 zE zcs SR2 � 92 c SN3 993 N <c> 994 N O9.o m ` SE2 995 m m m m m O O 3 3B 23 Z7 28 996 SEI 997 BBB B YAPI,E VAI18Y lDCHIlAY 721 o i4 21B 21C 28 7222 mo .+Nwmm 2 27 723 0. mmmmm 21A A 8A 724 725 741 N rc< 48 742 SEl ~N N N N tiom 4 47 744 745 761 782 763 784 7652CS 5C 91f1 761 2C9 2C9 a 782 8 783 m < 754 785 r3 momom 1 11 612 k' 613 PREEMPT 2 21 621 READ 42 SENSOR B HEAD 41 22 822 641 R 23 623 642 A 841 842 A 9 E 626 843 G 8�46 843 G 3 o m m m m 3 632 I1C 11B 11A 846 846 2 833 6" 848 4 41 541 42 642 6 87A BSC BIB 81A e pm 643 m < 645 6C 6C V b N ti pT,i7 646 66 8 62 82B 8 3C9 O1 6 662 841 X 663 8 61 861 BB 87 83 63B 8 842 82 662 843 g, 63 683 646 TO SERVICE 648 685 2C9 841 • 666 2C9 2C9 CABINET m m m m mmmmmmmomm 7 872 2C9 642 673 643 a 8 al 681 POLE No. 4 5C 3CS 2�/8 B45 82 662 a 683 3C9 5C x 8B5 HEAD 48 6C 6C TO SR IB9/ 666 HAND 741 781 8pnh 9HART9 RESTAURANT Z 1 611 1fAL1 742 782 POLE No. 3 ENTRANCE 2 512 743 763 3 51 784 i 4 514 785 5 515 74b 711 8 516 712 AC+ 501 PPB 48 713 E • 714 a AC- 502 •n5 , A INF,`o 90% SUBMITTAL N.TS CITY OF CITY OF RENTON "to-24-05 24043 o AIC MAPLE VALLEY HIGHWAY(SR169) Ol�f'RfD1STEP4'\y`�. Perteet- K R E N TO N ql ENG '�"`�+s IMPROVEMENTS: PHASE 2 ¢&252-AOGI tE0Q8159900 �� DATUM Planning/Building/Public Works De S�+•/�2r7 xiox coroy A•e•u•.s•n•9no CiP1 KJVL EXPIRES: 11 25/ e••,.u.w.•n,•ym�98201 NO. REVISION BY DATE APPR 'r"E"` ` WIRING DIAGRAM 40 W A -NNN1NAA FA STPUL 0169(19) FOUNDATION DEPTH TABLE Po�� OR1 ENT ATI ON �NF SIGNAL STANDARD IDENTIFICATION TAG DETAIL ALLOWABLE LATERAL XYZ (CUBIC FEET) O� E2 EXAMPLE cn BEARING PRESSURE FOUNDATION TYPE 11,111 AND SD MAST ARM STANDARDS (psf) TYPE 600 900 1,200 1,500 1,900 2,300 C9 STD. NO. XX SIGNAL STANDARD NO. STD. NO, 02 C 3' ROUND 10' 10' 11' 11' 13' 15, 1�\ SRXXX, MP XXX.XX STATE ROUTE AND SR97, MP 069.09 1,000 3' SQUARE 8' e' 9' 9' 10' 11' C.i� O O MANUFACTURER MILE POST NO. MANUFACTURER f 4' ROUND 8' 8' 9' 9' To' 11' 180" ATTACHMENT APPROVED DWG. XXXXXX APPROVED DRAWING NO. APPROVED DWG. AB12345 3' ROUND 8' 8' 9' 11' 13, 15' G POINT FAB. X/XX/XXXX FABRICATION DATE FAB. 6/14/2002 D D • 1,500 3' SQUARE 7' 7' 7' 8' 8' 9' W '9O'F_ ALL HANDHOLES 4' ROUND 7' 7' 7' 8' 9. -i AT 180' FROM Et 3' ROUND 6" 6' 7' 11' 13' 15' 0 NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS 2,500 3' SQUARE 6' 6' 6' 6' 7' 7' Q - 90' 270' FOLLOWS: POLE SHAFT - LOCATED WITHIN 6"ABOVE HAND HOLE, SIGNAL AND 4' ROUND 6' 6' 6' 6' 7' 7' LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION _ Z 0 POINT. TEXT SHALL BE A MINIMUM OF 3/16 HIGH, STAMPED OR EMBOSSED. THIS TABLE BASED ON A 0 VALUE OF 26. FOR DOUBLE MAST ARM STANDARDS E1 a WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION Gy\J� IF E1 OR E2 SIGNAL ARM IS Z DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE p. �� NOT NINETY DEGREES TO THE 1 wARM STANDARDS IF THE ANGLE IS NOT 90% 0' ANCHOR BOLT PLATE THEN 2 1 o Y2 SPECIAL DESIGN POLE a �'�y O ANCHOR BOLT PLATE O B1 2 6 2 1 2 1 QyJ� LOCATION STATION B2 63 64 (� B6 2 3/8 DIA. PLASTIC `mob -(� b B7 B9 GJ = DRAIN TUBE `��, OPp.11P O b B10 611 = 3/4" CHAMFER GROUT PAD THICKNESS= W POLE ORIENTATION ANGLE (P.OA) 1 -- --- Q --- Q b b C NUT HT. +1" MAX DEGREES CLOCKWISE FROM OFFSET -- _ POLE ORIENTATION LINE TO POLE ORIENTATION LINE ------ ____ O Lu �2" CL PAVED LINE (SETS ANCHOR BOLT ORIENTATION) -- --------2 _ E E N J SURFACE - Q J UNPAVED I � Q SURFACE > POLE ORIENTATION AND SIGNAL DISPLAY VERTICAL CLEARANCE FEET FROM STOP LINE 0 w ATTACHMENT POINT DETAIL Q I (FEET) I F F J 40' 45' 50' 53'-150' Of' QI I T a 2 MIN. MAX. MIN. MAX. MIN, MAX. MIN. MAX. b 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' I H H CLASS 3000 Z g g G g 9 G 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' h _ ( Q CONCRETE 7o 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 1 fi.5 19.6' I 9 79c 8 NO. 8 BARS 2 EQUALLY SPACED 2 2 I I I I I o � o I �--2 1/2" CL C z 1/2" CL S H H N .. f4 HOOPS, RD. OR SQ. I 00 I I I m I i I AT V-0" APPROX. CTRS. 2 LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 I I I 0 3' SO. OR RD., OR 4' RD, LEGEND ROADWAY I MIN. • FOUNDATION DETAIL a. VEHICLE DISPLAY TYPE PPB TYPE PS TYPE I TYPE II TYPE III TYPE IV TYPE V CURB OR EDGE OF SHOULDER NOTES b. SIGN PPB POST PED. HEAD VEHICLE HEAD MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING 0 MOUNTING COUPLING INSTALLED C. STREET NAME SIGN STANDARD STANDARD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD AT OFFSET DISTANCE INDICATED d. PRE-EMPT DETECTOR SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD IN CHART, O2 FIELD INSTALLED, e. DELETED (10/22/90) f. LUMINAIRE g. PEDESTRIAN DISPLAY E h. CABINET i. PPB-M j. HANDHOLE SIGNAL STANDARD DETAIL CHART STD. MOUNT Nc SIGNAL MAST ARM DATA LUMINA RE FOUNDATION No. SR SR FIELD LOCATION TYPE (FT) (Z) (POLE TO ATTACHMENT POINT) WINDLOAD AREAS FT z X Y (X)(Y)(Z) ARM POLE ATTACHMENT POINT ANGLES (deg) ( ) REMARKS MILE HEICHT(Fn OFFSET DISTANCES ( ) �( (FT) DEPTHS Ff No. POST STATION OFFSET LT.RT. P.OA Al I A2 I B1 B2 83 B4 B5 1 86 1 B7 B9 B11 B1 B2 B3 B4 86 B7 B9 B11 I TOTAL C I D I E1 I E2 I F I G1 1 G2 I H I I j 12 S RD. 3' so. 4'RD. MAPLE VALLEY HIGHWAY (SR169) AND CEDAR RIVER PARK ENTRANCE f 1 169 1539+41 46 0 EX. IX. EX. 34 22 28 10 10 9.2 9.2 9.2 6.0 763.2 IX. Z 2 169 1540+14 58 I (MOD) 3 169 1540+04 54 0 IX. IX. IX. 52 42 36 30 18 10 9.2 9.2 9.2 9.2 6.0 1498.4 IX. E E "N��a 90% SUBMITTAL a y CITY OF 704J CITY OF RENTON 10-24-05 o a �o Fm NTS MAPLE VALLEY HIGHWAY(SR169) VI row°oc rs�oHA` EHG� ZPerte 1 Ii5-0 mus I ' DATUM RENTON IMPROVEMENTS:PHASE 2 Z EXPIRES: 11 25 nm corov n�"„•.s"na s°° � Planning/Building/Public Works Dept. ar..cSGJ E'"�""'0"""�"�20' NO REVISION By DATE APPR �"'�'°"�' SIGNAL STANDARD E 41° AI-NNNNAAI WIRING SCHEDULE DISPLAY NOTES CONSTRUCTION NOTES CONSTRUCTION NOTES FA STPUL 0169(19) F" ILROADWAY P /V E. V. VEH PED CONDUIT DETECT DETECT HEAD HEAD P3/O POWER INTER. NOTES 1. ALL VEHICLE HEADS SHALL HAVE 12" LENSES, ALUMINUM Oi INSTALL FOUNDATION PER POLE SHEET. PROVIDE AND INSTALL TYPE SD POLE, 1 55' O8 PROTECT AND MAINTAIN EXISTING SIGNAL POLE. REMOVE EXISTING SIGNAL N0. SIZE 2C(S) 3C(S) SC 5C BACKPLATES AND TUNNEL VISORS. MAST ARM, 1 35' MAST ARM, 6 VEHICLE SIGNAL HEADS AND 2 EMERGENCY VEHICLE HEAD AND MOUNT HEADS 53 AND 83 ON POLE USING TYPE B MOUNTING. 1 2 1 1 2. ALL VEHICLE SIGNAL HEADS SHALL BE INSTALLED WITH TYPE M DETECTORS. MOUNT 1 EMERGENCY VEHICLE DETECTOR ABOVE SIGNAL HEAD 63. 2 2 2 1 MOUNTING PER WSDOT STD. PLAN J-6g. EXCEPT AS NOTED. O PROVIDE AND INSTALL MOD TYPE PS POLE MOUNTED ON BARRIER, 1 PEDESTRIAN O CONSTRUCT CONTROLLER FOUNDATION. PROVIDE AND INSTALL TYPE P HEAD AND 1 PUSHBUTTON DETECTOR. SEE WALL PLAN AND DETAIL ON SHEET SG1. CABINET WITH EAGLE CONTROLLER. m 3 2 3 1 3. ALL PEDESTRIAN HEADS SHALL HAVE LED DISPLAYS. 12- 4 2 1 O INSTALL FOUNDATION PER POLE DETAIL SHEET. PROVIDE AND INSTALL TYPE III POLE, 10 INSTALL FOUNDATION Pt72 POLE SHEET. PROVIDE AND INSTALL TYPE 1 POLE 5 2 3 , 4. PEDESTRIAN HEAD 46 AND 67 SHALL BE INSTALLED WITH TYPED ONE 52' MAST ARM, 4 VEHICLE SIGNAL HEADS, 1 EMERGENCY VEHICLE DETECTOR. AND 2 VEHICLE SIGNAL HEADS. MOUNTING PER WSDOT STD. PLAN J-6f. PROVIDE AND INSTALL 2 PEDESTRIAN HEADS AND 2 PUSHBUTTON DETECTORS. 6 2 1 1 2 11 REMOVE EXISTING SIGNAL POLE, HEADS AND FOUNDATION. 7 3 2 3 5. PEDESTRIAN HEAD 46 AND 67 SHALL BE INSTALLED WITH TYPE B O INSTALL FOUNDATION PER SIGNAL DETAIL SHEET. PROVIDE AND INSTALL TYPE 1 POLE, MOUNTING PER WSDOT STD. PLAN J-6f. 1 PEDESTRIAN HEAD AND 1 PUSHBUTTON DETECTOR. 12 REMOVE EXISTING SIGNAL JUNCTION BOX, WIRE AND ABANDON CONDUIT. 8 3 3 2 3 1 9 4 6 3 4 4 CONSTRUCT TYPE P-1 CONTROLLER FOUNDATION. PROVIDE AND INSTALL TYPE P 6. ALL RED, YELLOW AND GREEN DISPLAYS SHALL BE LED. O 13 REMOVE EXISTING CONTROLLER AND ASSOCIATED EOUIPEMENT. 5 CABINET WITH EAGLE CONTROLLER. _ 10 2 , 2 14 CONSTRUCT SERVICE FOUNDATION. PROVIDE AND INSTALL TYPE D SERVICE m CD 11 1 3 1 2 , z GENERAL NOTES O INSTALL FOUNDATION PER POLE SHEET. PROVIDE AND INSTALL TYPE ONE POLE, 2 PER WSDOT STD. PLAN 1-3c. PROVIDE 2-12OV, 50 AMP BRANCH BREAKER. INSTALL PHOTOCELL FOR SERVICE CABINET ON NEAREST LUMINAIRE PER CO VEHICLE SIGNAL HEADS AND 1 EMERGENCY VEHICLE DETECTOR. ,1 SHEET ILS.'- 12 3 2 i. INSTALL ALL JUNCTION BOXES PER RENTON STD. PLAN JR-36. O7 INSTALL FOUNDATION PER POLE SHEET..PROVIDE AND INSTALL TYPE III POLE, ONE 'w 13 2 1 - 15� 14 3 4 3 8 45' MAST ARM, 4 VEHICLE SIGNAL HEADS AND 1 EMERGENCY VEHICLE DETECTOR. COORDINATE WITH PSE FOR POWER CONNECTION FOR RELOCATED VAULT. PROVIDE AND INSTALL 12' LUMINAIRE ARM AND 400 WATT LUMINAIRE. 16 INSTALL TYPE R3 LOOP PER SIGNAL DETAIL SHEET SG8 AND SG9. a 15 2 1 17 INSTALL TYPE R1 LOOP PER SIGNAL DETAIL SHEET SG8 AND SG9. j 16 2 3 01 BLANK 05 01 BLANK 05 -Z 17 2 3 18 INSTALL CONDUIT INTO EXISTING TELEMETRY VAULT AND ROUTE 6 PRCC TO (5 18 2 1 1 1 1 02 06 pJ2 BLANK -fl 06 EXISTING SPLICE TOWER. = 19 2 1 1 CONDUIT IN WALL 12" R 12" -R- 12" -R- CIRCUIT7NA 20 2 3 1 CONDUIT IN WALL A 19 INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. } �3ELANK BLANK A7 �3 BLANK BLANK]07 B 20 PROTECT AND MAINTAIN EXISTING RAMP METER POLES. Lu 21 3 3 12" Y 12" -Y- 12" -Y- C 22 2 6 D Q 23 EX. 1 2 REMOVE EX. CABLES 04 1 1 08 ,144 BLANK /' 12" G 12" —G— 12" —G— NOTE: SEE SIGNING AND ILLUMINATION PLAN FOR ILLUMINATION WIRING. I I-405 ON/OFF RAMP w PREEN WLE �' / �Q J I-405 ON/OFF RAMP 1-405 ON/OFF RAMP I-405 ON/OFF RAMP tMPI �. a- 12" R 12" -R- CIRCUIT PHASE S -► VEHICLE MOVEMENT --� OVERLAP MOVEMENT SCH LE � VEHICLE MOVEMENT VEHICLE VEHICLE VEHICLE Q A 2h5 �+-► PED MOVEMENT PED MOVEMENT SIGNAL HEADS SIGNAL HEADS SIGNAL HEADS i2" Y 12" -Y- L3 N/A SHARPS DRIVEWAY 1-405 ON/OFF RAMP At 8,61 51,52,53 ` 62,81,82,83 D 8 PHASE DIAGRAM PHASE DIAGRAM I o� OLA- 014 12" G 12" -G- SHARPS DRIVEWAY OLB- 05 + 08 X SHARI'S DRIVEWAY PREEMPTION 18 15 PEDESTRIAN SHARPS DRIVEWAY SHARPS DRIVEWAY SCHEDULE t z 4 20 ,9 -_.._-_-., I ---------------� ''1^ SIGNAL HEADS VEHICLE SIGNAL HEADS VEHICLE SIGNAL HEADS ---- - 46,47 21,22 51 - --- _- -- - - - - - 13 66.67 61,62,63,64 - 81.82 n --- S iG " ..- - - -- 11 12 1 86 23A 38 3C 27 O _.... _... .....--� -- • 1 - - -- --L-. - -�._- ... _5-,I _.. N. 1 -- -- -- ______----SIG o 2 17 I N 015 ® _ 'JIG A — .- - 12 21 %=N 21A 1 B 21 C - - - -- - _ ---- — — -- �- - 1 - 51_6 _... ic +01546+00 1548+00 1549+0 Si545+00_. .-_..... -- 0+00 ....-_._..._ _ MAPLE VALLEY —. — -- — — SIG sz 3 ----- 610A -..- . ..�, .. y 6 61C 618 61A ! ' " HIGHWAY (SR169) G s ---- -- - -- - 61 69A i - 87 - ma 61 B �71 T B Al . ..- -- 6108 17 9B 62C 62B 62A "; --- _ ... .- —_ 2 �10 - 17 62 98 17 1 12 11 \ � a - — — — -- -- 69C 8 15 _._.. _ _ — N- -- - -. __.. ...__ ----- - — ' 9C ° - \61 63B 83A 610C --- --- g , ........ -- -- ._ .. BIC 648 84A 12 11 -- - ,`_-- ----- --..... ,2 13 14 15 63B 63A / lil AS -- -- -- -- ----- - 64 87 ,5 69D 1i48- 19 62 >' 2 6 , y -- ------- - -- --- -' i---- -- 2 3 "^ 66 -- - 81A 53 m a 4 81B ntO DB3 CL I 8 11 cn 5 3 \ L,,_ SERVICE BREAKER SCHEDULE 120/240 VOLT SEE SG1 FOR CONTINUATION ° < 81C 20 I 0 CIRCUIT BREAKER CONTACTOR LOAD z N %% ZO 1 RATING SIZE (KVA) SCALE (n 16 0 I MAIN 200A N/A 12.8 ul) SIGNAL I I SIGNAL ON-RANI P 50A N A 5.4 20 10 0 20 40 / i t ILLUM CKTA 30A 30A 2 FED, g� J. E4y,�,� 90% SUBMITTAL 24043 avc 1 '�, -' % - CITY OF CITY OF RENTON to-24—os o R o irc � MAPLE VALLEY HIGHWAY(SR169) NAIEENG�� Perteet �""� DATUM RENTON IMPROVEMENTS:PHASE 4zszsz-Wool�aooaisasoo � � nmc yA-�.,..s„�"soo `�{ � Planning/Building/Public Works Dept. �SG4 EXPIRES: 11 25 e,.nn,ww,ymesemi NO. REVISION 81' DATE APPR SIGNAL PLAN ter,:42 A-NNNNAA FA STPUL 0169(19) 715 • 714 U 713 PPB 46 712 n 711 75 921 2+ 5 745 744 922 CALL A d 743 923 743 941 4 743 942 CALL 6 742 742 MAN 741 741 HAND 943 961 —� 5C 3 C� HEAD 48 962 LL C z 6C 3p 5C POLE No. 2 8116 1 • 672 • 817 Nnnm NNnm 872 817 21A,B,C 2 n m b n n N N N N N 2C9 6Pnh TO TELEMETRY m m n n m m m m m m 873 • POLE No. 1 _ ruxcTloN Box e27 22tific.2308,c • 676 676 2C9 2C9 a28 27A,B,C (O 881 J I I 1 1 829 F r 682 o m m o o m 836 3 U m m m o m w � 683 � 3 837 685 o<z 846 4�. o } 886 847649 Q V n 2C s a N 649 o "�' 5C5C 3CSm o m m m m IB 857 5 tf m m m m m 51A,B,C < 1 1C 7 866 61AB,C,62A,B,C 6 0 HEAD 82 BEAD 81 867 63AAC,64A,0,C N 681 R 861 R 1 IB IC a6a 69A,13,C L w m ro m o m B88 B6 0 962 666 0 m m m 989 810A,B,C J BBB 9B5 686 876 7 J 377 SENSOR D ;5PREE1 N N n 0 887 81A,B,C 886 8 <[y. N N N O m 0 0 O p B a b uj m m m b o<o: ryT{i�' 889 J �a 721 722 N o:<o Nnnm m V V 723 2 N NNNN mOOmO n n 724 OOmmm OommU V 745 c�<rc Omn 742 n z<co 743 4 ,y �a neenn 7 5 m �T 761 m O o m O O 762 66 _ 763 67 6 fO MAPLE VALIEY HIGHWAY _ 764 BIC BIB B1A t�.i —Sprah 765 2C9 781 610A t 2C9 2 92 86 } O O mbt7 N..momncmm 5C 9 783 a7 e '� mam000000m o 5C 754 B10B E• 3C3 5C 85 5C 812 1 3C9 CS 613 810C 5C 35C 621 21 2 B 6C 2C9 622 22 623 23 POLE No. 3 2C9 625 .. 2C9 6preh 626 632 3 —533 2C92q m:782 r �nrn �ro PPB 47 641 4 8P 745 642 PPH 67 643 TO SR 169/ 785 744 64 CEDAR RIVER n PARK ENTRANCE 765 764 646 78,4 lEm 652 51 5 763 763 653 782 YAN 762 667 61 8 761 HAND 781 n.� N N.+ BIA 662 62 e n ='"t' m HEAD 47 665 64 ,p g BIB 886 n a� POLE No. 4 81 sea 91 a 682 82 683 83 685 s 586 Q 2CS 5C 511 1 2C5 2C3 512 2 0 '> Bprnh 514 4 �70 515 1 5 s 516 1 6 501 AC+ 6 a o 502 AC- SERVICE 0 CONNECTION 9 TO SR 169/ I-405 OFF RAMP E E s cD� J^EiyxF�o 90% SUBMITTAL KTa "°'•" " CITY OF CITY OF RENTON 10-24-05 MAPLE VALLEY HIGHWAY SR169 • �� `� Perteet�z 6YC � ( ) l ENG� .u_�5:-„�„ ,5.�� "" MJs � RENTON IMPROVEMENTS:PHASE 2 II II DATUM nm wmv Avuiue.Sub vm OBE Planning/Building/Public Works Dept. SHARI'S ENTRANCE EXPIRES: 1 1 25SGS Ewrau.W"M,gtm 9Blll1 NO. REVISION BY DATE APPR WIRING DIAGRAM u K W A-NNNNAA FA STPUL 0169(19) I— cn r� n- 921 1 \5 a_ SIA 51B S1C 922 CALL A n 923 941 \4 2C9 942 CALL B 943 651 5C wz CD 6C 855 961 \6 652 B2 'HEAD 52 962 CALL 1 C 1 y 653 60 61R 963 655 816 666 652 817 6C 8263CS 881 2 682 827 583 656 828 829 U mmaomomommo 886 836 3 o U POLE No. 6 a37 846 4 847 o_ Q m m m ro 5C 5C 848 .oy ` POLE No. 10 ass 51A,B,C 5 " 857 6 867 63A,B,C, 64A,B,C x = b < m m m m m m N m b m 869 69A,B,C,D b mmmmm oao: 876 } m m m B76 7 LLI 577 J o N b. 887 81 A,B,C 8 Q BOB mmmmm p" 889 w 721 J 722 0- mmmmm m 723 2 c aam O 10 c0<rc 724 725 m a f44 HAPI3 VALLEY HIGHWAY � No 4 ,o Nmbm u OB I v 762 4 765 6 764 � 76 781 i 782 783 8 784 785 _ 612 1 -- 851 SC _ 613 d53HEAD B3 HEAD 63 m o m m m m m m o 2C9 6C 622 2 g B1C 618 B1A 655 6H1 R 651 R 6C 623 668 6B2 A 652 A 3CS 6C 625 6B1 BB3 G 853 G 2/8 626 9B 2A 2H 2A 6B2 BB5 666 5C 3CS 632 3 6B3 BH6 656 5C__ 641 2CS 641 4 9C 63 63 BBB PREEMPT 5C 642 pREE POLE N SENSOR D o. 7 2C92CS 645 z 901 TO SERVICE 6Pnh 646 89C 84 84B 84A 652 51 5 9B2 CABINET 653 52 966 654 53 661 61 6 2C9 TO 9R 169/ 662 622C9 6pnh 81A 663 SHARI'S RESTAURANT ENTRANCE 665 81B 666 672 7 6A1 Al OLA POLE No. 8 61c sAz A2 a 6A3 A3 s sAs y 6A6 6B1 81 OLB 682 82 3C9 6B3 83 6C 5C 685 2C9 686 2CS 9Pnh 511 1 512 2 n 0 - 513 3 514 4a f 515 5 516 6 501 AC+ 6 0 502 Al- SERVICE CONNECTION E' E J. A lNv"F�O 90% SUBMITTAL w«, CITY OF RENTON RO-24-05 CITY OF a 2 43 p LAIC x.VE N.TS. .. MAPLE VALLEY HIGHWAY(SR169) o�ffE01�EaE �` Perteet,M _ � K RENTON IMPROVEMENTS:PHASE 2 L ENS' 121-1 2-11111-8p0-815._ m.�t ILL4 DATUM corny n..,...s�«s00 CE ' Planning/Binding/Public works Dept. -405 ON-RAMP —SG6 EXPIRES: 11/25 e..,w,w«m�.98201 N0. REVISION _. DATE APPR WIRING DIAGRAM °44 W A-NN;NNIAA ~ FOUNDATION DEPTH TABLE o�E pR1 ENTAT)ON SIGNAL STANDARD IDENTIFICATION TAG DETAIL FA STPUL 0169(19) ~ XYZ (CUBIC FEET) !1`Q E2 '1'F ALLOWABLE LATERAL EXAMPLE Iy�, (n BEARING PRESSURE FOUNDATION TYPE 11,111 AND SD MAST ARM STANDARDS F 1 r90' ` U) (Psf) TYPE 600 900 1,200 1,500 1,900 2,300 Gj�' STD. NO. XX SIGNAL STANDARD NO, STD, NO. 02 C CL 3' ROUND 10' 10' 11' 11' 13' 15' O O SRXXX, MP XXX.XX STATE ROUTE AND SR97, MP 069.09 O_ 1.000 3' SQUARE e' 8' 9' 9' 10' 11' V MANUFACTURER MILE POST NO. MANUFACTURER f 4' ROUND 8' 8' 9' 9' 10' 11' 1 180' ATTACHMENT APPROVED DWG. XXXXXX APPROVED DRAWING NO. APPROVED DWG. A312345 3' ROUND g' 8' 9' 11' 13, 15' U POINT FAB. X/XX/XXXX FABRICATION DATE FAB. 6/14/2002 • 1,500 3' SQUARE 7' 7' 7' 8' 8' 9' .90' D D 4' ROUND 7' 7' 7' e' 8' 9' W r ALL HANDHOLES -� AT 180' FROM E1 3' ROUND 6' 6' 7' 11' 13' 15' � NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS PS Z 90' 270' FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND 2,500 3' SQUARE 6' 6' 6' 6' 7' 7' Q LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION 4' ROUND 6' 6' 6' 6' 7' 7' H POINT. TEXT SHALL BE A MINIMUM OF 3/16 HIGH, STAMPED OR EMBOSSED. w THIS TABLE BASED ON A 0 VALUE OF 26% FOR DOUBLE MAST ARM STANDARDS Z tE E 1 rIF E7 OR E2 SIGNAL ARM IS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION GZ1N z �"� NOT NINETY DEGREES TO THE 1 DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE �- 0' ANCHOR BOLT PLATE THEN 1 ARM STANDARDS IF THE ANGLE IS NOT 9C'. 2 Y O O SPECIAL DESIGN POLE XB o (n Z�� ANCHOR BOLT PLATE B1 BZ B3 2v J LOCATION STATION 2 Q 3�N DIB.E PLASTIC B4 �y P�� b 86 87 B9 �h J = 3/4" CHAMFER NGROUT UT HTPADi T�INESS= �d'�Sb3 1 �pPO� Cl o b b B�O B c1 1"-2" POLE ORIENTATION ANGLE (P.O.A.) -- - o b _ 2" CL� PAVED DEGREES CLOCKWISE FROM OFFSET 1 --------- -_ UNPAVED SURFACE POLE ORIENTATION LINE TO POLE ORIENTATION LINE --' --- Cl 2 E E WSURFACE LINE (SETS ANCHOR BOLT ORIENTATION) 1 --------_ Q J l J I I 1 POLE ORIENTATION AND > w ATTACHMENT POINT DETAIL O SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE F 0 F W 1 0 2 40' 45' 50' 53'-150' or o MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. b Q < 1 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' CLASS 3000 0 CONCRETE zi RS o 9 g G g 9 G 4 SECTION 12" 16.5 17.C' 16.5 18.0' 16.5 1 19.7' 16.5 20.8' H h I Q EQUALLY SPACED i 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.! 16.5 19.6' 2 I g g G I I 1T 2 2 I I I I I-�-z i/z" cL L2 1/2- CL `0 I I O I #4 HOOPS, RD. OR SQ. 0 I H C N 7 AT V-O" APPROX. CTRS. I I I .1 I I O 3' SQ. OR RD., OR 4' RD. 2 j LIMITS OF VERTICAL CLEARANCE REQUIREMENT 2 1 1 10 CO _I I 12'-0" FOUNDATION DETAIL ROADWAY I MIN. j NOTES O MOUNTING COUPLING INSTALLED TYPE PPB TYPE PS TYPE I TYPE II TYPE III TYPE IV TYPE V CURB OR EDGE OF SHOULDER AT OFFSET DISTANCE INDICATED PPB POST PED. HEAD VEHICLE HEAD MAST ARM COMBINATION LIGHTING STRAIN POLE COMBINATION LIGHTING IN CHART. STANDARD STANDARD SIGNAL STANDARD AND MAST ARM STANDARD AND STRAIN TYPE SD O FIELD INSTALLED, SIGNAL STANDARD POLE STANDARD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART LEGEND STD. TYPE MOUNTING SIGNAL MAST ARM DATA 2 LUMINAIRE DEPNDATION THS(FT) a. VEHICLE DISPLAY No. SR IL FIELD LOCATION POLE ATTACHMENT POINT ANGLES (deg) REMARKS E ® MILE HEIGHi(Fi) OFFSET DISTANCES (FT) (Z) (POLE E TO ATTACHMENT POINT) WINDLOAD AREAS (FT) (X)(Y) (X)(Y)(Z) ARM(FT) No. POST STATION oFFSEr LT.Rr. P.OA Al A2 B1 B2 B3 85 B6 89 B11 81 B3 B4 B6 B9 611 TOTAL } C D E1 E2 F G1 G2 H 11 12 3• RD. 3's0. 4' RD. b. SIGN 3 MAPLE VALLEY HIGHWAY (SR169) AND SHARI'S ENTRANCE c. STREET NAME SIGN F1A 169 1546+32 49 0 SO 2C 51 41 35 29 17. 10 9.2 9.2 6 9.2 9.2 6 1329.6 11 8 8 d. PRE-EMPT DETECTOR e. DELETED (10/22/90) a 18 169 SO 20 34 25 30 10 9.2 9.2 8 622.5 0 270 0 0 f. LUMINAIRE 2 169 1547+00 47 J PS 0 g. PEDESTRIAN DISPLAY h. CABINET P 3 169 1546+98 67 0 III 17 39.5 52 40 30 28 16 10 9.2 9.2 9.2 9.2 6 1311.2 8 0 270 0 270 11 8 8 i. PPB-M j. HANDHOLE 4 169 1546+25 64 PS 0 0 0 a 6 169 1549+18 6 1 0 10 169 1549+85 8 J 1 0 0 0 7 169 1550+00 62 J 0 III 17 39.5 44 32 38 20 8 10 9.2 9.2 9.2 9.2 5 1016.8 12 0 0 270 0 270 9 7 7 E 8 169 1548+85 94I 1 0 EXIST. POLE E V -FUTURE VEHICLE SIGNAL HEAD. INSTALL TENON AND CAP. E/J. iy F�a 90% SUBMITTAL , .w.., CITY OF RENTON 1D-24-05 �o a 24043 E� 4 irc N.7s. c�p1 CITY OF MAPLE VALLEY HIGHWAY(SR169) 'l EcI57ER Perteet,�.. � 1� R E N TO N �f/ANAL ENG\ °"rs IMPROVEMENTS: PHASE 2 2707 sa y o iaaoau-ssoc �� DATUM 3Tp1�„,y q�,"„,,s"„,y„„ C,E Planning/Building/Public works Dept. SHARPS ENTRANCE _90 EXPIRES: 11/25/ E-il,Wrol„„9 48201 N0. REVISION BY DATE APPR SIGNAL STANDARD 4.5- W A-NNNNFAA FA STPUL 0169(19) STOP BAR LOOP INSTALLATION NOTES amc! 1. INSTALL JUNCTION BOX AND LEAD—IN CONDUIT. CENTER OF LEAD—IN TO ROUND IL 2. SAWCUT LOOP SLOTS AND LEAD—IN SLOTS. LANE 4 LOOP SAWCUT 6 LOOP SERIES 14 TWISTED PAIR 3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING STOP BAR NUMBER 6 TWISTS METER 5' MINIMUM SLACK. 4 SEE NOTE #6 4. INSTALL WIRE IN LOOP SLOT AS SHOWN. 12" TO CONTROLLER SEE LOOP SAWCUT 4 45' 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS 4' DETAIL (TYP.) ROUND LOOP W zc(s) WITH LOOP NUMBER AND "S" FOR START AND "F" FOR FINISH. A A SAWCUT 45' I EDGE OF PAVED TO ADDITIONAL ,I 6. TWIST EACH PAIR OF LEAD WIRES TWO TIMES PER FOOT FROM SHOULDER 4 LOOPS WHERE LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH rr APPLICABLE SUCCESSIVE PAIR INSTALLED. B FOR CONDUIT STUBOUT 3 U I LOCATION SEE LOOP STUB 4 a. g C OUT CONDUIT PLACEMENT * * 7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR 1" Q F1 Si PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL DETAILS SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR 14' C 2 THE LOOP LEAD AND SHIELDED CABLE SPLICE. (TYP•) g' I JUNCTION BOX LOOP SERIES (TYP•) �TO ADDITIONAL = 2 8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED LOOPS WHERE I \D } NUMBER *F2 *F3 CABLE AS NOTED IN THE PLANS. APPLICABLE I D� J9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION I LOOP SAWCUT SPLICE CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3(14)D. A A > *S2 *S3 KR I DETAIL_ 10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR, OR J TO ADDITIONAL BACK OF CROSSWALK WHERE NO STOP BAR IS INSTALLED. I SPLICES CL LOOPS WHERE B Q APPLICABLE 11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC. I TO ADDITIONAL LOOPS WHERE JUNCTION BOX B I D APPLICABLE 12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP NUMBER *F=STASH AND LOOP SERIES NUMBER ON TYPE R3 LOOPS AS SHOWN BELOW. I D CENTER OF LANE C LOOP SERIES SPLICES, SEE LOOP WINDING DETAIL NUMBER TO ADDITIONAL C B C - -- LOOPS WHERE APPLICABLE B I � B LOOP NUMBER LOOP LEAD IN WIRE LABEL: B 6' LX X X— L_X X X - X X FOR CONDUITLOOPSTUBOUT A A LOCATION SEE LOOP STUB TYPE R3 INDUCTION LOOP A A OUT CONDUIT PLACEMENT DETAILS TO ADDITIONAL LOOPS WHERE LOOP NUMBER LOOP SERIES NUMBER TYPE R3 TYPE R 1 #14 TWISTED PAIR APPLICABLE DASH S OR F 2 TWISTS FOOT *F1 INDUCTION LOOP INDUCTION LOOP SEE NOTE #6 *S1 TO CONTROLLER 5 5 FULL DEPTH SAWCUT 2c(s) 1 1 ..f. .,; ;•, MATCH EXISTING MATERIAL O1 SEALANT TO ENCAPSULATE CONDUCTORS — 3" CRUSHED F SEE SPECIAL PROVISIONS. z z SPLICE Kfiy4:; SURFACING TOP COURSE 2 LOOP WIRE — #14 AWG. = x {y z (WHERE SAWCUTTING IS co REQUIRED) g JUNCTION BOX `'' \ d SAND TYPE R1 INDUCTION LOOP O NOTES)N THR E PAIIR MAXIMUM INSTALLAT10N r 3 M N N "�; �r N N SAWCUT. 2 fi CONDUIT O4 EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT DEPTH AROUND :•:• W = CONDUIT DIAMETER LOOP WINDING DETAILS CORNERS. W PLUS 2" O5 WEARING COURSE (LOOPS SHALL BE 0.25" MINIMUM 0.50" MINIMUM 0.50" MINIMUM APPLICABLE IN IMPROVED AREAS INSTALLED PRIOR TO FINAL LIFT IF WIDTH SAWCUT WIDTH SAWCUT WIDTH SAWCUT WHERE SAWCUTTING IS NECESSARY NEW PAVEMENT IS INSTALLED) WHERE BETWEEN CONDUIT STUBOUT AND APPLICABLE. SECTION A—A SECTION B—B SECTION C—C ASSOCIATED JUNCTION BOX. O6 FILL WITH SEALANT. SEE NOTE 6 SEE NOTE 6 SECTION D—D "s J. E F�a 90% SUBMITTAL CITY OF RENTON 4-05 24W3 C �� ie�c N•T•s• `""•""' ::n CITY OF MAPLE VALLEY HIGHWAY(SR169) ��z R GIST a Perteet,. —7` R E N TO N ff/ NG� °"" IMPROVEMENTS:PHASE 2 ".,SG$ �dl E �253521i0011A00815A9W DATUM Planning/Building/Public Works De t WEc ROUND LOOP DETAIL NC. REVISION BY DATE APPR TYPE RI AND A3 .rcr:46: A-NNNNAA SUPPLEMENTAL SPLICE FA STPUL 0169(19) �- IF REQUIRED IN PLANS TRANSITION FROM LOOP F- LEAD-IN SAWCUT TO co SEE SPLICE VARIES - SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS TRANSVERSE SAWCUT SHALL Cn DETAILS D BE ON LANE EDGE (TYP.) AND NOTES d SEAL CONDUIT WITH DUCT SEAL TRANSITION FROM LOOP LEAD-IN SAWCUT TO JUNCTION EDGE OF TRANSVERSE SAWCUT SHALL BOX LEAD-IN SAWCUTS PAVED BE ON LANE EDGE (TYP.) SHOULDER I JB < o I EDGE OF z c9 PAVED w � o * R SHOULDER D ¢ FOR CONDUIT A 0.- C�l C�l STUBOUT LOCATION IQ LO\ 0\ JB Q o a z LANE EDGE I SEE LOIO PLACEMENT T FOR CONDUIT SIZ 2 TO AMPLIFIER, TO LOOP STUBOUT,SEE LOOP STUBOUT o o I DETAILS 0 SEE PLANS CONDUIT PLACEMENT w ul FOR CONDUIT DETAIL.= INSTALL THREE 1" SPARE I STUBOUT LOCATION STUBOUTS AS SHOWN. MARK ABOVE EACH dF�ld CONDUIT LANE EDGE SEE LOOP STUBOUT W TYPICAL CONDUIT PLACEMENT FOR LOOP DRILL HOLE 1" SPARE STUBOUT WITH PK NAIL. I CONDUIT PLACEMENT J LEAD-I N WIRES LARGER THAN CONDUIT I DETAILS > TYPE R3 SAWCUT LAYOUT DETAIL (TYP.) INSTALL THREE 1" SPARE LLI FILL WITH EPDXY (FOR 3 TYPE R3 LOOPS) STUBOUTS AS SHOWN. MARK ABOVE EACH J d SPARE STUBOUT WITH PK NAIL. Q LOOP LEAD PAIRS 1-2 3 4-5 6-8 9-12 LEAD-IN SAWCUTS AND STUBOUT DETAIL CONDUIT SIZE (MIN.) 1 1 1/4 1 1/2 1 2 2 1/2 DETAIL A TYPE R3 SAWCUT LAYOUT DETAIL (TYP.) (FOR 4 TYPE R3 LOOPS) TABLE A ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE NOTED. SCOTCHCAST EPDXY 82A OR 82A-1 SPLICE KIT TWO LAYERS OF VINYL ELECTRIC TAPE . VINYL ELECTRIC TAPE CEMENT CONCRETE CURBS SEAL BOTH ENDS OR GUTTER- SEE STANDARD PLASTIC WITH ELECTRICAL PLAN F-1 � 6 STUBOUT SHALL EXTEND A MOLD PUTTY AND TAPE �- STUBOUT SHALL EXTEND A MINIMUM 3/4 INTO PAVEMENT. CABLE JACKET TO MINIMUM 3/4 " INTO PAVEMENT. 15" PAVEMENT DEPTH VARIES S JUNCTION 4„ PAVEMENT DEPTH VARIES. BOX TO �* SCHED 40 PVC SECURED a F �* SCHED 40 PVC SECURED JUNCTION 24" IN ROAD SURFACE (TYP.) BOX IN ROAD SURFACE (TYP.) SOLDERED EDGE OF PAVED COMPRESSION CONNECTION SHOULDER— 15" STUBOUT SHALL EXTEND A STUBOUT SHALL EXTEND A 15" MINIMUM 3/4 INTO PAVEMENT. DRAIN WIRE * G MINIMUM 3/4 " INTO PAVEMENT. DETECTOR LEAD-IN CABLE (FOLD BACK AND TAPE) LOOP WIRE, SEE JUNCTO TION 24" PAVEMENT DEPTH VARIES. PAVEMENT DEPTH VARIES _ STD. SPEC. 9-29.3(8)2C(S), SEE STD. SPEC. BOX TO 9-29.3(7) * GROUND DRAIN WIRE JUNCTION 24' * SCHED 40 PVC SECURED 11—* SCHED 40 PVC SECURED BOX AT AMPLIFIER ONLY IN ROAD SURFACE (TYP.) IN ROAD SURFACE (TYP.) SEE DETAIL A SPLICE DETAIL * z LOOP STUBOUT 0 NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 18" ABOVE GROUND LINE. CONDUIT PLACEMENT DETAILS E 90% SUBMITTAL .�°� CITY OF RENTON to-24-03 CITY OF � zaoaa a � N1C NTH ,�.�,�1 MAPLE VALLEY HIGHWAY(SR169) �'`�•fEof Ear �`� Perteet i.. w RENTON AL ENG " �s IMPROVEMENTS:PHASE 2 �25-252-)i0011A00A15�B900 DATUM szDzcmbrA» S.d.voo GE Planning/Building/Public Works Dept. ROUND LOOP DETAIL SG9 EXPIRES: 11 25/ wwu,aeeazD•� r.�.w�o.ei. N0. REVISION BY DATE APPR M" TYPE R1 AND R3 '� 47' A-NNINNAA FA STPUL 0169(19) I— Cn cn n CL Oj INSTALL TYPE 1 JUNCTION BOX FOR FUTURE d USE. D DISCONNECT ALL EXISTING WIRES FROM EXISTING CONTROLLER. REMOVE EXISTING CABINET. INSTALL NEW TYPE P CONTROLLER CABINET ON EXISTING FOUNDATION. RECONNECT EXISTING WIRE TO NEW CONTROLLER. SEE WIRE TERMINATIOUS ON SHEET 1 SP2 AND SPECIAL PROVISIONS. w coo \ 9 w CC Ix a. JWIRING SCHEDULE J Q ROADWAY Q CONDUCT NOTES NO. SIZE LLI 1 EX J 2 EX Q 3 2-2" FOR FUTURE USE 2 1 2 n \ 3 � 1 , i f 'o 9 E "s • � J. E �0 90% SUBMITTAL " - CITY OF RENTON to-2*-Ds �o R 24043 �� irc N.T.S. ,..:, CITY OF MAPLE VALLEY HIGHWAY(SR169) iEEN�N Perteet mill RENTON RENTON IMPROVEMENTS:PHASE 2 asasanooi+aoaeueeoo I __II DATUM c x>m cwcv a,,,,,,.swe soo C Planning/Building/Public Works Dept. awc SPi m EXPIRES: it 25 E»m+.w.�.^ou^eazo+ NO. REVISION BY DATE APPR SIGNAL PRIORITY AND INTERCONNECT PLAN 48 s W A-N,NNNAA 921 921 \3 FA STPUL 0169(19) 922 922 CALL A 923 923 I-- 942 941 \2+OLB +\5+C 942 CALL B 943 943 961 961 4+OLA +OLB+C 962 962 CALL C 963 963 981 981 982 982 983 983 816 1 516 11,12,13,14 1 817 817 15.16 826 1,2 2 826 21,22.23 2 827 827 24,25.26 828 828 27,28.29 829 829 836 3 836 3 837 837 846 9,10 4 846 41,42.43 4 z CO 847 847 45,46,47 r 848 848 44,45 549 w 949 849 49,410 0 947 99446 411,412.413 a 948 948 414,415 949 949 >Q 856 5 856 51,52 1 5 > 857 857 53 = 866 3.4.5 6 866 61,62,63,64 1 6 �r 867 867 65,66 868 868 = 869 869 876 7 876 7 877 J 886 6,7,8 8 877 886 8 887 J 887 888 888 j889 889 w 721 721 722 722 723 2 723 15,16 2 a 724 724 Q 725 725 2 741 741 742 742 743 13.14 4 743 4 744 744 745 745 761 761 16,17 762 762 TO EXISTING 763 11,12 6 763 6 SIGNAL EQUIPEMENT 765 TO EXISTING 765 782 SIGNAL EQUIPEMENT 781 782 783 8 783 8 784 784 7855 785 611 1 6C1 14.15 OLC 812 6C2 613 6C3 615 6C5 616 6C6 621 1,2 2 621 3,4,7,8 2 EEE622 622 623 623 625 625 626 626 631 3 681 6 OLB 632 692 633 6133 635 684 636 6135 641 9,10 4 641 10 4 642642 E Sunset Boulevard / 643 Sunset Boulevard / Bronson Way 643 " 645 645 Houser Way 646 656 5 6A6 1,2,5 OLA 652 6A2 653 6A3 655 f44 656 6A5 661 3,4,5 6 651 9 5 ti 662 652 g` 663 653 5 665 655 666 656 671 7 601 12,13 OLD 672 6D2 673 603 _ 675 604 676 6D5 681 7,8 8 681 8 5 682 682 683 683 i 685 685 686 686 511 1 511 1 512 2 512 2 0 513 3 513 3 g 514 4 514 4 515 5 515 5 M516 6 516 6 501 AC+ 501 AC+ E 502 AC— 502 AC— I 90% SUBMITTAL N.T.S. CITY OF CITY OF RENTON t0-24-05 o R swan Co iWo '� MAPLE VALLEY HIGHWAY(SR169) ?sf�oGIS EAL E G\� Perteet M a-- � IMPROVEMENTS: PHASE 2 RENTON as-zsz-noo i ia°oais-ee°o � _ a� � DATUM EXPIRES: 11 25 z;;cororAwn1e$uYe900 C,IE .r°..�iv,c Planning/Building/Public works Dept. HOUSER WAY AND BRONSON WAY SPZ 2 „°w.wre,�saz°' NO. REVISION BY DATE APPR WIRE TERMINATIONS Go a W A -NNNNAA T. 23 N., R. 5 E., W.M. I FA STPUL 0169(19) -- EW ° P`40 CONSTRUCTION NOTES (n ---- ---- R2-1 O1 INSTALL FOUNDATION AND LIGHT STANDARD PER LUMINAIRE SCHEDULE. a -----------------------�� ILL —� ---� -------------------- °p� O3 REMOVE EXISTING LIGHT STANDARD ASSOCIATED o�——— _ + WIRING AND JUNCTION BOXES. ABANDON ASSOCIATED CONDUIT. - ILL �— ILL ILL ILL ILL L ILL — ...--... ,�� - � 8O REMOVE WIRE EXTENDING WEST OF LUMINAIRE. T_ ABANDON CONDUIT EXTENDING WEST OF LUMINAIRE. B? 8T BT BT BT BT BT BT BT B? BT BT BI Q s 400 1530+00 1531+00 153 U) I - _ _ _ �_ _ _ _ _ _ 1532+00 1533+00 _ _ _ _ W r MAPLE VALLEY HIGHWAY (SR169) - Z W oC SPEED J a_ Lll. 2 1 R2-1 2-2 U (R v DITCH LL I ILL G DITCH } DITCH W 6 3 J -------------------------------------- - SIGNING LEGEND W XXX -NEW SIGN J IZ Q FRXX -REMOVE EXISTING SIGN a -EXISTING SIGN TO REMAIN <EXISTING NEW LOCATION) 1 uILDINc EXISTING SIGN ASSEMBLY R-4 1 TO BE RELOCATED � LOCATION) m BUIIDiNc i -NEW SIGN 0 BP -L -EXISTING SIGN _ O — — — — — O0 --------------------------------------- --------------------------- ---- -- ILL ILL -- —_ILL 2-3 2_5 3 rn N GENERAL NOTES LLLul — 1.WITH SIGNS SHALL BE REQUIREMENTS O O DIN ACCORDANCE BT BT BT BT ILL �- --�_ ILL U 2 SEE WALL PLANS FOR CONDUIT AND JUNCTION ~ 00 1535+00 _ _ _ 1536+00 _ - _ _ 1 �± - - BT---_—B� Q Z BOX INSTALLATION IN TRAFFIC BARRIER ON WALL V) _ _ - --i - -� BT eT---_-__ 3 (j 3z W MAPLE VALLEY HIGHWAY (SR169) w < .J t� z J CANTILEVER SIGN STRUCTURE No. 1�1 Li = EEverettW SEE DETAIL DRAWING No. SB1 �J = N U I.._. E6-2 a`a 2-4 2-6 U oa Q I"- g p --_—__—__—_ -- ILL s 5 AIRPORT SYMBOL I/ ——————_ s WMAM SCHEDULE ©RENTON MUNICIPAL AIRPORT - LUMINAIRE NO. POLE LOCATION FIXTURE TYPE WATTS VOLTAGE ARM MOUNT TYPE H7 MOUNTING CKT. / LINE STATION OFFSET LENGTH HEIGHT NO. 2-1 SR 169 B 2-2 SR 169 1533+88 8.0' RT TYPE 3 MED CUTOFF HPS 00 20 8' FIXED 395 40 2-B WIRING SCHEDULE 3 2-3 SR 169 1535+95 38.0' LT TYPE 3 MED CUTOFF HPS 00 240 8' FIXED 39.5 0 2-A Q ROADWAY 2-4 SR 169 1535+98 50.0' RT TYPE 3 MED CUTOFF HPS 00 20 8' FIXED 39.5 0 2-B CONDUIT ILLUM. NOTES SCALE 2-5 SR 169 1538+08 8.0' LT TYPE 3 MED CUTOFF HPS 400 240 8' FIXED 39.5 0 2-A N0. SIZE 8 2-6 SR 169 1 158+08 1 50.0' FIT I TYPE 3 MED CUTOFF HPS 1 00 1 20 18' FIXED 139.51 0 2-B 1 1 1 1/2- 2 CIRCUIT 2-A g 3 1 1/2- 2 CIRCUIT 2-B 20 10 0 FEET 20 40 Elo 90% SUBMITTAL e � s�oa3 1• �• "" °�""' CITY OF CITY OF RENTON 10-24-05 ircwIt MAPLE VALLEY HIGHWAY(SR169) �LEENG�� Perteet °" DAnM RENTON IMPROVEMENTS:PHASE �zazsz-n0 +�eoaeuaeao I _ � I zrm ww A.are,..sw voo CAE Planning/Building/Public Works Dept. e..a IL1 EXPIRES: 11/25 Everett Wxemngmn 9B2O NO. REVISION BY DATE APPR SIGNING&ILLUMINATION PLAN e A-NNNNAA T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) EXISTING SERVICE CABINET ' S CONSTRUCTION NOTES I 4-1 �, O INSTALL FOUNDATION AND LIGHT STANDARD ' PER LUMINAIRESCHEDULE. p� '\ m ( 1 eulLolrvc 1 BP IGry 7 O PROTECT AND MAINTAIN EXISTING CONDUIT AND __ � WIRING. �� _ _ �„ -- =- ——________ IATED O3 REMOVE EXISTING LIGHT STANDARD, ASSOC 1 1 1 —"" WIRING AND JUNCTION BOXES. ABANDON O _ ILL —I-� o �\\ L/5 ASSOCIATED CONDUIT. �---- - 2-7 2 1 \ ----.� ----------------- i --------- — ------ ---- ---- 3-2 + O INSTALL NEW FIXTURE ON �-�-® EXISTING ARM OF EXISTING LUMINAIRE r- B1 �' POLE. SEE LUMINAIRE SCHEDULE. T� J BT 2- Ln O5 INSTALL FOUNDATION AND DECORATIVE LIGHT z I P ni P T_ STANDARD PER LUMINAIRE SCHEDULE THIS f- r tJ' I IL� ILL L IL. DRAWING. 'o Z +00 4 1 Q O7 INSTALL LIGHT STD. ON BARRIER. SEE WALL cf) F— PLAN FOR FOUNDATION DETAILS. a V) Q — gT — BT — — — — — — —�- — — — — — i — — — ——�— — — — — N O8 INSTALL NEW CONDUIT INTO EXISTING JUNCTION Ld W Z Z -' L' 2 -I SIGNING LEGEND (w { MAPLE VALLEY HIGHWAY (SR169) _ 0 XXX -NEW SIGN 8 2-8 0 3-1 JQ t ?10 RXX -REMOVE EXISTING SIGN 7STA ---- -------------_-=- ,`- -------- -�"-- — _ -EXISTING SIGN REMAIN TA1AI REiN WALL ._.. W - (NEW LOCATION) EXISTING SIGN ASSEMBLY T7SR XX (EXISTING LOCATION)TO BE RELOCATED 75 SIGNAL t. -NEW SIGN a -EXISTING SIGN .66— CEDAR RIVER PARK ACCESS RD. STA 10+00 WIRING SCHEDULE ® ROADWAY FR 951 R-20 _CONDUIT SZ I#B NOBS GENERAL NOTES , R-14 15 1 03-301 i6 gNO. 5 R-13 1 1 1 2 2, 1 GROUND CIRCUIT 2-A SEE SHEET IL1. 5 5 �_ / . ——— —————————— —— ——————————— i ` = 2 2" 2, 1 GROUND CIRCUIT 2-A, CONDUIT IN BARRIER nn- 3 111%2" 2, 1 GROUND CIRCUIT 2-8 ----------- ------- „ II p 4 1 1/2" 2, i GROUND CIRCUIT 3 5 2" 2, 1 GROUND CIRCUIT 3, CONDIUT IN BARRIER BT 3-3 I 3 0 6 4' IRRIGATION 3 B BT BT--- + 7 2' 4, 1 GROUND CIRCUIT 2-A, 2-B ffr.. F ® ® 00 EX-2, 1 GROUND CIRCUIT 2-8 Q -- i ILL ILL �- V) 9 IX. 2, 1 GROUND CIRCUIT 2-A O IL ILL �(„) _ + —k+O 0 — — 1545+-0 0 — — — 15-4 +00 — 15400 — — Z— — LO — -— — — — — — ' MAPLE VALLEY HIGHWAY (SR169) 1---/—� — — — in Z Q /6 l f�4� € I —� L1J ti LL.I [R,1�-14 MOD i = N SCALE Z_ U J 3_4 I < 20 10 0 20 40 -- � _ ------ - - 3-4A U a I-_ lU RE SCHEDULE O — -- -"—O _________ POLE LOCATION - __ X ARM MOUNTING CKT. --LL LUMIRE LINE STATION OFFSET FIXTURE TYPE WATTS VOLTAGE LENGTH MOUNT TYPE H7 HEIGHT NO. -- _4 -3_ _ _ __ __ _ _. 2-7 SR 169 1539+40 54.0' LT TYPE 3 MED CUTOFF HPS 400 240 8' SIGNAL POLE 40 2-A 1 __ 30 3 2-8 SR 169 1540+04 57.5' RT TYPE 3 MED CUTOFF HPS 400 240 8' SIGNAL POLE39.5 40 2-13 4 8 �� 2-9 SR 169 1541+97 39.0' LT TYPE 3 MED CUTOFF HPS 400 240 6' FIXED 44 40 2-A _———�.———————"————— ————————————— 2-10 SR 169 1541+97 50.0' RT TYPE 3 MED CUTOFF HPS 400 240 IXI57 EXISTING 40 2-B a 3-1 SR 169 1543+89 51.0' RT TYPE 3 MED CUTOFF HPS 400 240 8' FIXED 9 40 3 WE UND 3-2 SR 189 1543+89 48.5' LT TYPE 3 MED CUTOFF HPS 400 240 6' CONCRETE BARRIER 37 40 3 PEDE LANE 19 3-3 SR 169 1545+95 47.0' LT TYPE 3 MED CUTOFF HPS 400 240 8' CONCRETE BARRIER 37 40 3 ECROSS ® 3-4 1 SR 169 1545+95 62.0' RT I TYPE 3 MED CUTOFF HPS I 400 240 8' FIXED 9.5 40 3 $ R9-38L(M00) 3-4A SR 169 1546+98 67.0' RT TYPE 3 MED CUTOFF HPS 400 240 8' SIGNAL POLE 9• 40 3 J E�NF NOTE: INSTALL PHOTOCELL ON LUMINAIRE NO. 2-7. NO 90% SUBMITTAL o _ ` - 1'-20' 'm"LM1p jvl.l Al ,_,,�- CITY OF CITY OF RENTON To-24-as ° �c '_"�� RENTON MAPLE VALLEY HIGHWAY(SR1 69) �ff�ONAI�E�G�� Perteet,K --Me IMPROVEMENTS:PHASE 2 +2s-zsz.rrm 1 iaoasis.esoo I ' DATUM p11M9 I,^ c zro>�or A..",,..s,w:eoo WE � Planning/Building/Public Works Dept. L[ EXPIRES: 11 25 ew,au.w..n��m„sazm NO. REVISION BY DATE APPR rweam SIGNING&ILLUMINATION PLAN W A-NNNNAA � T. 2 3N., R. 5 E., W.M. FA STPUL 0169(19) � 5 4 4 CONSTRUCTION NOTES 7 5 _,_+.._.�.. --� �_ O / Ot INSTALL FOUNDATION AND LIGHT STANDARD n' / TELEM - " 2 �O PER LUMINAIRE SCHEDULE. n 3 —_ --_—��I_ ❑ O --j REMOVE EXISTING STANDARD, ASSOCIATED WIRING AND JUNCTIONION BOXES.ES. ABANDON NDON "'-- -- ASSOCIATED CONDUIT. 0 _ 3-6 BT ® 87 ��'" O7 INSTALL LIGHT STD. ON BARRIER. SEE WALL SIGNS.R-21 6 T'"'�---. r'"--B BT BT------- �_ PLAN FOR FOUNDATION DETAILS. vE. REMOVE —. O REMOVE EXISTING IXI NS. FOU DA11ONG 00 ILL B7 BT BTAND ASSOCIATED E6Z2 J I EQUIPMENT. RESTORE SIDEWALK. z (.0 o W IQ Z +00 m a 26 LEFT TURN SIGNAL m w< - - _ T— - �s4s+o _ SIGNING LEGEND _ _Z C) - - _ - + 1551+00 �-'; 0E6-2 _.J (1.1 6 I 8p �'-�— - _ - - -NEW SIN 23 = 24 22 ! T , RXX -REMOVE EXISTING SIN W R3-14(MO ) E6-2 J am \ -EXISTING SIGN TO REMAIN -1 EG-2 2 23 I _ Q E6-2 ��RIO-IO(MOD) TRANSIT HIGHWAY (SR169) 1 (NEW LOCATION) EXISTING SIGN ASSEMBLY > 3-5 SIGNAL Mgp�,E VALLEY <EXISTING TO BE RELOCATED LOCATION) J 4 I ;\ 1w i -NEW SIN Q R3-1 MOD I -_—__ _-0 3-7 L -EXISTING SIGN ILL IL' '" \\\\ SERVICED SG IR - ® `\ GENERAL NOTES [e�e.44 BRIDGE. INSTALLATION nV SI N BRIDGE. No. 1 \\ I 1 3 /BT IX SEE SHEE' IL1. D1-701 SEE DETAIL DRAWING 25 No. SBt \\ I BT .. SIGN SCHEDULE WMMFtE SCHEDULE NR-4 STATION SIGN TYPE SIGN SIZE DESCRIPTION FO ARKS LUMINAIRE NO. POLE LOCATION FIXTURE TYPE WATTS VOLTAGE ARM MOUNT TYPE H7 MOUNTING CKT. Min.) H in. LINE STATION OFFSET LENGTH HEIGHT NO. 33: 8 39' R2-1 24 30 SP D IT 40 MOUNT ON LUMINAIRE 3-5 SR 189 1548+11 51.0' LT TYPE 3 MED CUTOFF HPS 400 240 a, FIXED 9. 40 3 1533+88 39' L R2-1 24 30 P R 40 MOUNT ON LUMINAIRE 1534+39 52' E6-2 185 139 1-405 NORTH MOUNTED TO CANTILEVER SIGN STRUCTURE 2 3-6 SR 169 1548+11 72.5' RT TYPE-3—MED CUTOFF HPS 400 240 8' CONCRETE BARRIER 37 40 3 1536+85 15' L REMOVE 3-7 SR 169 1550+00 62.5' RT TYPE 3 MED CUTOFF HPS 400 240 8' SIGNAL POLE 9. 40 3 1537+08 51' I-5 24 24 AIRPORT SYMBOL MOUNT ON LUMINAIRE 3-8 SR 169 1550+08 75.0' LT TYPE 3 MED CUTOFF HPS 400 240 8' FIXED 9. 40 3 1537+08 51' SPECIAL 24 24 RENTON MUNICIPAL AIRPORT MOUNT ON LUMINAIRE 1539+37 47' L EXISTING 24 24 CARCO THEATRE RELOCATE SIGN TO SIGNAL POLE NOTE: INSTALL PHOTOCELL ON LUMINAIRE N0. 3-5. 8 1540+04 54' 01-101 60 18 MAPLE VALLEY HWY SR 169 SEE SIGNAL STD FOR LOCATION ON MAST ARM 9 NOT USED 10 1541+98 50' L R3-7R 30 30 1 RIGHT LANE MUST TURN RIGHT MOUNT ON LUMINAIRE R-11 1542+35 30' L REMOVE 12 1543+89 51' L R3-7R 30 30 RIGHT LANE MUST TURN RIGHT MOUNT ON LUMINAIRE R-13 1544+85 30' L REMOVE R-14 1545+30 30 L REMOVE WIRING SCHEDULE 15 1545+95 47' R3-7R 33 30 RIGHT LANE MUST TURN RIGHT s 16 1546+35 52' L DI-101 60 18 MAPLE VALLEY HWY SR 169 SEE SIGNAL SM FOR LOCATION ON MAST AIiM Q ROADWAY 17 1546+95 67 R R3-1 MOD 30 30 TRANSIT ONLY SEE SIGNAL STD FOR LOCATION ON MAST ARM CONDUIT ILLUM. NOTES 18 1546+95 67 R9-3BL MOD 30 30 WESTBOUND PED. USE CROSSWALK MOUNT ON SIGNAL STD NO. SIZE #B R-19 1547+30 36 L REMOVE R-20 1547+80 39 L REMOVE 4 1 1/2- 2, 1 GROUND CIRCUIT 3 21 1547+45 30 L REMOVE 5 2. 2, 1 GROUND CIRCUIT 3, CONDIUi IN BARRIER 22 1548+45 69 E6-2 185 115 1-405 SOUTH MOUNT ON SIGN BRIDGE 23 1548+45 69 E6-2 120 80 BRONSON WAY SR 900 MOUNT ON SIGN BRIDGE 6 4' 2, 1 GROUND IRRIGATION - 24 1548+45 69 R3-14 MOD 105 95 TRANSIT ONLY MOUNT N SIN BRIDGE 8 2' 2, 1 GROUND CIRCUIT 3 8 25 1548+45 69 D7-201 1 185 140 1-405 NORTH I MOUNT ON SIGN BRIDGE B 26 1549+18 6 R10-10 L 27 1550+01 62 SPECIAL TRANSIT ONLY SEE SIGNAL STD FOR LOCATION ON MAST ARM 28 1548+11 51 R3-7R 30 30 RIGHT LANE MUST TURN RIGHT i MOUNT ON LUMINAIRE SCALE R-29 1549+95 70' 1 REMOVE 30 1547+34 67 R3-7R 30 1 30 RIGHT LANE MUST TURN RIGHT 20 10 o FED zo 40 E 90% SUBMITTAL A 1'-�' °�""° ""' �% z CITY OF CITY OF RENTON iL�-24—os o R s� 0 4 i1McIST MAPLE VALLEY HIGHWAY SR169 ��OVdLfiNG\� IPe' �t. ma DATUM � RENTON IMPROVEMENTS:PHASE ) "� c nm C.ey�..,.i.,sw.aoo ° � �� Planning/Building/Public Works Dept. 10 EXPIRES: 11 zs EwaLL W.W.R..982�, SIGNING&ILLUMINATION PLAN � N0. REVISION BY DATE APPR ate,: S2.r: W A-NNNNAA FA STPUL 0169(19) TYPE 1 FOUNDATION TYPE 2 FOUNDATION TYPE 3 FOUNDATION c� cl) SPAN FOUNDATION SPAN FOUNDATION SPAN FOUNDATION STRUCTURE LENGTH SHAFT DEPTH (.Z") REINFORCEMENT STRUCTURE LENGTH DEPTH (^Z") REINFORCEMENT STRUCTURE LENGTH pEpTF{ ("Z^) REINFORCEMENT TYPE DIAMETER TYPE TYPE Cs") NUMBER ('S') 517E SPACING SPACING CIS..) SIZE SPACING SPACING ("%") "Y" ("%") ("Y1") ("Y2") C("X") ("Yl") ("Y2") LESS THAN 4'-6" 12'-6" 9 12 LESS THAN 7'-3" 9 8 4 LESS THAN 11'-O" 9 8 4 CANTILEVER 20'-0" CANTILEVER 20'-0" CANTILEVER 20'-0" 20'-0" TO 20'-0" TO 20'-0" TO 30,-0" 4'-6" 15'-0" 9 16 30,-0" 9'-6" 9 12 8 30'-0" 13'-9" 9 12 8 LESS THAN 4'-6" 15'-6" 9 18 LESS THAN 9'-0" 9 12 8 LESS THAN 121-9• 9 12 8 w 60'-0" 60'-0' 60'-0" z �D 60'-0" TO 60'-0" TO 60'-0" TO f 4'-6" 19'-0" 9 20 90'-0" 11'-0" 9 16 12 ' " 15'-6" 9 16 12 SIGN 90'-0" SIGN SIGN 90-O wCc BRIDGE BRIDGE BRIDGE o � 90'-0" TO 15 BUNDLED 90'-0" TO 90'-0" TO a } 120'-0" 5'-0" 21'-9" 11 PAIRS 120'-0" 12'-9" 11 14 10 120'-0" 17'-9" 11 14 10 120'-0" TO 17 BUNDLED 120'-0" TO 120'-0" TO j PAIRS 5'-0" 23'-6" 11 13'-6' 11 16 14 19'-6' 11 16 14 150'-0" 150'-0" 150'-0" G 2 CANTILEVER W SPAN LENGTH POST VQ BEAM A (2) BEAM B POST BASE BOLTED SPLICE MAXIMUM _J S. "H" "IL A" "B" 'T1" L1" "B" "C" T2" "L2" B" "C" T2" CAMBER "D1" "S5" S6" T3" T6" Si. 52" "S3" "54" T4" "TS" SIGN AREA ¢ LESS THAN 30,-0" i'-6" 2'-0" �" 6'-0" 2'-0" 2'-0" 1" 14'-0' 2'-0' 2'-0' �" 2" 11lA,. 4 4 2" 3/4" 5 - 5 - 2" D" 168 SQ. FT. 20'-0' OR LESS 20'-0" TO 30'-0" 1'-6" 2'-0" 1�" 6'-0" 2'-0" 2'-0" �" 14'-0" TO 2'-0" 2'-0' �" 31z" 2" 4 4 2" 3/4" 4 2 4 2 216" D" 252 SQ. FT. 30'-0" OR LESS 24'-0" CANTILEVER STATION OFFSET BASE ELEVATION "H" "S" SIGN A N0. X I Y 1 1534+39 52' RT 55.06 25' 23 3 185" 139" VQ NOTE: DENOTES MAIN LOAD-CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS SIGN BRIDGE SPAN POSTS V BEAM A V BEAM B V BEAM C V POST BASE V BOLTED SPLICE #1 BOLTED SPLICE #2 LENGTH O L1 TO L2 AND L1 TO L3 L2 TO L3 MAXIMUM SIGN AREA S. ^H" "A• "B" •T1. 'L1" "B" C. "T2" 12" .8. "C" "T2" 13" "B" C. "T2" CAMBER "Dt" "S5" S6" •T3" "T6" St" "S2. •S3" "S4" "T4" T5" "St" •S2• "S3• •S4" "T4• .T5" s LESS THAN 30'-0" 1'-6" 2'-0" 1�" 6'-0' 2'-0' 2'-0" �" 0'-0" _ ,13'-0" TO 2-0 2-0 2'-0ell" � 3/4" 1 t/z" 4 4 21/4 3/4" 5 - 5 - 2" D" - - - - - - 500 SQ. FT. 60'-0' OR LESS 48'-0" 60'-0" TO 30'-0" 9'-0" TO 30'-0" TO 75"-0" OR LESS 1-6" 2'-3" 1�" 6'-0" 2'-3' 2'-0" �" 14'-0" 2-3 2'-0" �" 35'-0" 2'-3" 2'-0" �" 3/4" 1 3/4" 4 4 21/4 " 3/4" 6 - 5 - 2" D" 6 - 5 - 2t/4 3/4" 600 SQ. FT. 75'-0" TO 3o'-0" 14'-0" TO 35'-0" TO t t ' F 90'-01, OR LESS 1-6" 2'-3" D' 6'-0" 2'-3" 2'-0' �" 19'-0" 2-3 2'-0" e" 40'-0" 2'-3' 2'-0' e" 5" 1 3/4" 4 4 216' 3/4" 6 - 5 - 2" D" 6 - 5 - 21A 3/4" 750 SO. FT. 90'-0" TO 30,-0" 1'-9" 2'-6• D" 6'-0' 2'-6" 2'-3" �" 19'-0" TO 2'-6" 2'-3" 1�" 40'-0" 2'-6' 2'-3" i/z" 6" 1 3/4" 4 5 21/2 1" 7 - 6 - 2" D" 7 5 6 4 211h' 1" 750 SQ. FT. 105'-0" OR LESS 26'-6" s 105'-0" TO 30'-0" 1'-9" 2'-6" D" 6'-0" 2'-6" 2'-3' 26'-6" TO 2'-6" 2'-3" �„ 40'-0" 2'-6' 2'-3" 1�" 71/z" 1 3/4" 4 5 21�" 1' 7 - 6 - 2" D" 7 5 6 4 21fz" 1' 850 SQ. FT. 120'-0" OR LESS 34'-0" 120'-0" TO 30'-0" 2'-0' 2'-6• D" 6'-0" 2'-6" 2'-6" t1A 34'-0" TO 2'-6" 2'-6" 1�" 40,-0" 2'-6' 2'-6" 1�" $1�" 2" 4 5 211h" 1" 7 - 7 - 2" D" 7 5 7 5 21/2" 1" 800 SO. FT. = 135'-0" OR LESS 41'-6" 1355'QO"OTo 3 LESS 2-0' 2'-6" D" 6'-0' 2'-6" 2'-6' t�" 41496"OTO 2'-6' 2'-6" i�" 40'-0" 2'-6' 2'-6" �" 101{z 2' 4 5 21/" 1' 7 - 7 - 2" D" 7 5 7 5 21h" 1" 800 SO. FT. z SIGN BRIDGE NO. STATION OFFSET (RT1) OFFSET (RT2) BASE ELEV. (RTI) BASE ELEV. (RT2) "H" (RTI) "H" (RT2) "S" (SPAN LENGTH) SIGN A SIGN B SIGN C SIGN D NO. X Y A NO. X Y B NO. X Y C NO. X Y D 1 1548+45 8' 69, 51.96 1 51.06 1 24.10 25' 1 61' 1 25 185" 140" 90" 24 105" 95" 288" 23 120" 80" 408" 22 185" 115" 534" E El �Q of ^ 90% SUBMITTAL N•T-1. 6 - CITY OF CITY OF RENTON R10-24-05 24043 0 w1G MAPLE VALLEY HIGHWAY(SR169) �'C'STEa� ��` Perteet R E N TO N � A� EHG °"`ws IMPROVEMENTS: PHASE 2 125-2524100I1-000.B15-B90a I 'Z!E DATUM zzm c"m�n"xx..s"x"soo Planning/Building/Public Works Dept. S131 EXPIRES: 11/25/ Ev.ran.w"Ix"�""eeza NO. REVISION BY DATE APPR MEMBER AND SIGN CRITERIA 53 A -NNNNAA FA STPUL 0169(19) F-- ch � q POST x" "W" GENERAL NOTES • ERECT POSTS SET BACK 1" t TRANSVERSE 1. ALL MATERIAL AND WORK SHALL BE IN ACCORDANCE TO RDWY, FROM VERTICAL AT BEAM. WITH THE REQUIREMENTS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SEE DETAIL B SEE DETAIL A FOR ROAD, BRIDGE AND MUNICPAL CONSTRUCTION (ENGUSH) SEE DETAIL D DATED 2002 AND AMENDMENTS. 6" SB4 SB4 2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE _ — — — — — — — — — — — — PC BEAM WELDS WITH BACK-UP PLATES OF 'AINCH MIN. THICKNESS. r r 1 3. THE BACK—UP PLATES FOR ALL FULL PENETRATION WELDS w — — — — SHALL BE WELDED CONTINUOUSLY TO THE JOINED PIECES. THIS p (n CAN BE DONE BY EITHER A CONTINUOUS FILLET WELD ON THE Z. am BACK SIDE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE ur 2 ROOT OF THE FULL PENETRATION WELD. x 4. ALL BOLTS, ROOS AND RELATED HARDWARE SHALL BE GALVANIZED AFTER FABRICATION PER AASHTO M 232. CAMBER MAX. 5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN = AT END OF SPAN "B" x C. ACCORDANCE WITH AASHTO M 111. ALL EXTERIOR STEEL LIGHTING �' RECTANGULAR TUBE SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIAL -i FIXTURE (TYP.) I SEE 388 SIGN PROVISIONS. J 6. SIGN PANELS AS SHOWN IN THE CONTRACT PLANS SHALL BE BEAM B "L2 BEAM A "L1" INSTALLED WITH THE SIGN STRUCTURE OR IMMEDIATELY AFTER Lli THE SIGN STRUCTURE IS ERECTED. J w 7. FABRICATE BEAM TO PROVIDE SMOOTH CAMBER. z SPAN "S" SEE CAMBER DIAGRAM. DO NOT SHIM AT BOLTED SPLICES. Q cJi = 8. FABRICATE POSTS STRAIGHT. J it "A" x '8" 9. MATERIALS SPECIFICATIONS: RECTANGULAR TUBE ALL STRUCTURAL STEEL EXCEPT ASTM A 572 GR. 50 OR AS OTHERWISE NOTED ASTM A588 z rt SURVEY LINE ANCHOR RODS ASTM F1554 GR. 105 HANDHOLE COVER SCREWS ASTM F 593 GR. 1 SPLICE BOLTS AASHTO M 164 SIGN BRACKET BOLTS- ASTM A 307 OFFSET MOUNTING BEAM BOLTS AASHTO M 164 COVER PLATES ASTM A36 10. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD MEASURE ANCHOR BOLT LOCATIONS, ELEVATIONS AND ALL STEEL STRUCTURE DIMENSIONS PRIOR TO THE FABRICATION OF THE STRUCTURAL STEEL AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. FINAL VALUES WILL BE J. BASE ELEV. FURNISHED BY THE ENGINEER PRIOR TO FABRICATION. 11, SEE OTHER PLANS FOR CONDUIT LOCATIONS, CONDUCTOR SEE DETAJL C PENETRATIONS AND ADDITIONAL HAND HOLES. ELEVATION 5B 12. POSTS AND BEAMS ARE MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND SHALL E SPLICE PLATES T EES1 FOUNDATION6-0 MEET THE LONGITUDINAL CHARPY V—NOTCH TESTS AS DESCRIBED ET IN SECTION 6-03.2.2 FOR AASHTO M 270 MATERIAL NORMAL 70 BEAM NON—DESTRUCTIVE TEST ACCEPTANCE CRITERIA TO CONFORM CAMBER TO TENSILE MEMBERS WITH CYCLIC LOAD. DESIGN CRITERIA fi LEGEND 1. THE DESIGN AND ANALYSIS OF THE SIGN STRUCTURES HAS BEEN DONE HORIZONTAL IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR z IDENTIFIES SECTION, VIEW OR DETAIL STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND e 'S' TRAFFIC SIGNALS — FOURTH EDITION — DATED 2001, USING BASIC WIND SPEED OF 90 MPH AND 50 YEARS OF DESIGN LIFE. FATIGUE DESIGN OF THE STRUCTURE POST 15 TAKEN OR SHOWN ON SHEET 15 CONFORMS TO FATIGUE CATEGORY 1 OF THE SPECIFIED AASHTO STANDARD SPECIFICATIONS. "E� B BEAM CAMBER DIAGRAM TAKEN OR SHOWN ON THE SAME SHEET a 2. THE MAXIMUM SIGN AREA ON A STRUCTURE SHALL BE AS NOTED. s B 0 4 E E El/yA�(o 90% SUBMITTAL N.T.S. " ^ CITY OF CITY OF RENTON to-24-05 �o R 24043 Eo wx ,.,,�� MAPLE VALLEY HIGHWAY(SR169) �sf�oG's EENG�� Perteet- r�s � �� REN TON IMPROVEMENTS:PHASE 2 �25-252-11.11-B06fi15-B c 21-10vAw suO- Planning/Building/Public Works Dept. MONOTUBE SIGN STRUCTURES [SL EXPIRES: 1 25 e.�..u.ww,��B Belo+ - NO. REVISION BY DATE APPR CANTILEVER LAYOUT " ° A-NINNNAA FA STPUL 0169(19) n r rt POST rC POST LEGEND GENERAL NOTES SPAN LENGTH "S' 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE rt BOLTED BOLTED BOLTED FL BOLTED LIGHTING FIXTURE, SEE SIGN WITH THE REQUIREMENTS OF THE WASHINGTON STATE SPUCE #1 SPLICE /2 SPLICE #2 SPUCE 1 l� LIGHT MOUNTING DETAIL SHEET FOR ROAD, BRIDGE AND MDEPARTMENT OF RTATION STANDARD UN CPAL CONSTRUCTION SPECIFICATIONSNGUSH SB8 DATED 2002 AND AMENDMENTS. ( ) X SPAN 2. ALL BUTT JOINT WELDS SHALL BE FULL PENETRATION GROOVE r 2,-0" WELDS WITH BACK--UP PLATES OF 34" MIN. THICKNESS. w � IGN D MAX.-7SIGN B SIGN A RECTANGULAR TUBE 3. THE BACK-UP PLATES FOR ALL FULL PENETRATION WELDS '3 Cn SEE DETAIL A SHALL BE WELDED CONTINUOUSLY TO THE JOINED PIECES. THIS a } SIGN C I CAN BE DONE BY EITHER A CONTINUOUS FILLET WELD ON THE Q — — — — BACK SIDE OF THE PIECE, OR BY A CONTINUOUS WELD IN THE m } T ROOT OF THE FULL PENETRATION WELD. _ — ®MBER SPAMAX— I — — 1-=a 4. ALL BOLTS, ROOS AND RELATED HARDWARE SHALL BE GALVANIZED (5 (SEE TABLE) rn SEE DETAIL AFTER FABRICATION PER AASHTO M 232. B = 5. STEEL SURFACES SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AASHTO M 111. ALL EXTERIOR STEEL W A SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. _1 ? TUBE X TY RETANGULAR BOTTOM B = 6. SIGN PANELS AS SHOWN IN THE CONTRACT PUNS SHALL BE Q ERECT P BEAM VERTICAL OF SIGN C INSTALLED WITH THE SIGN STRUCTURE OR IMMEDIATELY AFTER D W BASE ELEV. LT. t BEAM OFFSET LT. OFFSET RT. THE SIGN STRUCTURE IS ERECTED. J BASE ELEV. RT. 7. FABRICATE BEAM TO PROVIDE SMOOTH PARABOLIC CAMBER CURVE. QSEE CAMBER DIAGRAM. 00 NOT SHIM AT BOLTED SPLICES. TYPE 1 FOUNDATION 8. FABRICATE POSTS STRAIGHT. SEE SECTION D FOR FOUNDATION, SEE SEE DETAIL C SEE SHEEP 587 SHEET SB B 9. MATERIALS SPECIFICATIONS: ALL STRUCTURAL STEEL ASTM A572 GR. 50 OR ASTM A 588 ANCHOR ROOS ASTM F 1554 GR. 105 HANDHOLE COVER SCREWS ASTM F 593 GR. 1 SPLICE BOLTS AASHTO M 164 SIGN BRACKET BOLTS ASTM A 307 MOUNTING BEAM BOLTS AASHTO M 164 ELEVATION COVER PLATES ASTM A36 SEE SIGN BRIDGE TABLE FOR MONOTUBE SIGN 10. BASE ELEVATIONS AND POST HEIGHTS SHOWN ARE APPROXIMATE. STRUCTURE STANDARDS BDM SHEET SB1. THE CONTRACTOR SHALL FIELD MEASURE ANCHOR BOLT LOCATIONS, ELEVATIONS AND ALL STEEL STRUCTURE DIMENSIONS PRIOR TO PARABOLIC CURVE THE FABRICATION OF THE STRUCTURAL STEEL AND NOTIFY THE SPAN ENGINEER OF ANY DISCREPANCIES. FINAL VALUES WILL BE s FURNISHED BY THE ENGINEER PRIOR TO FABRICATION. HORIZONTAL �13EJ�10.75 CAMBER 11. SEE OTHER PLANS FOR CONDUIT LOCATIONS, CONDUCTOR PENETRATIONS AND ADDITIONAL HAND HOLES. m 12. POSTS AND BEAMS ARE MAIN LOAD CARRYING TENSILE MEMBERS OR TENSION COMPONENTS OF FLEXURAL MEMBERS AND SHALL 'S' ) MEET THE LONGITUDINAL CHARPY V-NOTCH TESTS AS DESCRIBED IN SECTION 6-03.2 FOR AASHTO M 270 MATERIAL NON-DESTRUCTIVE TEST ACCEPTANCE CRITERIA TO CONFORM BEAM CAMBER DIAGRAM TO TENSILE MEMBERS WITH CYCUC LOAD. LEGEND IDENTIFIES SECTION, VIEW OR DETAIL DESIGN CRITERIA 15 TAKEN OR SHOWN ON SHEET 15 1. THE DESIGN AND ANALYSIS OF THE SIGN STRUCTURES HAS BEEN DONE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS - FOURTH EDITION - DATED 2001, USING BASIC WIND R. TAKEN OR SHOWN ON THE SAME SHEET SPEED OF 90 MPH AND 50 YEARS OF DESIGN UFE. FATIGUE DESIGN OF THE STRUCTURE CONFORMS TO FATIGUE CATEGORY 1 OF THE SPECIFIED AASHTO STANDARD SPECIFICATIONS. s 2. THE MAXIMUM SIGN AREA ON A STRUCTURE SHALL BE AS NOTED. `s a 3 s 0 E o 90% SUBMITTAL . fLT '"' �= CITY OF CITY OF RENTON io—z4—os 1 2�Ea�°�` Perteet K wrc „` MAPLE VALLEY HIGHWAY(SR169) _ �s�AYdL EN�'� o...ra � DATUM RENTON IMPROVEMENTS:PHASE2 .zazsx.,roo ,aoae,s.eeoo � SB3 c z,m c.a Planning/Building/Public Works Dept. EXPIRES: 11 2s Ev",a,.ww.^�ea^eezo+ NO. REVISION BY DATE APPR MONOTUBE SIGN BRIDGE LAYOUT A-NNNNAA FA STPUL 0169(19) H I— r� cn IL "A" + 1 1" � 1n 51" "A" 51 " BEAM r rt POST It POST V) w rn Z (.4 120'-0'TO --T U H L) 0 `_ 135'-0' � u O Cf) 9'-0"TO 0 0 COVER i Y4 N SI = �1" m + C� m 14'-0"TO V_ W "m 105'-0"TO _ 2" (TYP' 1h x 1" DRAIN 120'—a' J N SLOT (TYP.) DETAIL J S83 rQ Q 'L�`Y 135'-0"TO /� 150'-0' of w I c � nm n 26'-6.TO Q — 34'-0" S ECTI O N 3" "S5" EQUAL SPA. 3" SECTION POD STIFFENER 1 E SEE OTHER SHEETS FOR BASES ON BARRIER FOUNDATIONS. is — — — — — — — T ` POST--., STIFFENER 13" m II Ct POST U 26'-8" — OST _ _ — L — 4 i STIFFENER I STIFFENER i 4" i.o I ROUNDWIRE TERMINAL STIFFENER i E I rC 3/4" DRAIN HOLE E Lu � J j=1 _ BEAM A 11 1 F POST BASE DETAIL POST � STIFFENER i E D ETAI L A - S132 & SB3 S62 & S63 s' 'o 4 E o �c•0 F' � 90% SUBMITTAL o •j�� N.T.S. CITY OF CITY OF RENTON to—za—os Re2 04Ea�°� Perteet R EN TON MAPLE VALLEY HIGHWAY(SR169) ss/pNA� EN�� "`ws IMPROVEMENTS:PHASE 2 L 125--l-)i0011d00-815-N- DATUM aS84 27UY Co bvPa e.S—NO GIE � Pic nti uil ng/Bding/Pu61ic works Dept. MONOTUBE SIGN STRUCTURES EXPIRES: 11/25 e,.reu.wum�on eem+ , „m,va NO. RE\ASICN BY DATE APPR STRUCTURAL DETAIL 1 A-NNINNAA FA STPUL 0169(19) H v� n r � rt 6" x 11" HAND HOLE 6" x 11" HAND HOLE w a 9" SQUARE HOLE CENTERED THRU z (D 1 T rL BOLTED SPLICE SPLICE (TYP.) EXCEPT 20'-0" TO 30'-0" CANi1LVER SPAN rr a i'-6" .B" USE 5' SQUARE HOLE 1A"m SPLICE BOLT AT FOUR CORNERS Q FOR CANTILEVER TYP. SPAN 20'-0" TO 30'-O" — C 5 x W/ NYLON E X NUT > INSERT 7- L I MB a WASHER (TYP.) HEX NUT } INNER SET SPLICE BOLTS4 V cNwi w d ® BOLTED SPLICE 2 < ¢ I LL1 EXCEPT AS OTHERWISE I'm SPLICE a a J NOTED. BOLT (TYP.) •• `� `� U N U m ROD w �• Q v� U ag � SECTION W �a _ _J 45 n n G Q CLIP SPLICE I AT RADIUS (TYP.) SEE DETAIL H Ct 3/4"m HOLE AT 'S2' SPACES "TS' — BOT. OF TUBE (TYP.) ' - 1%"m SPLICE BOLT FOR 3" "S1" SPACES 3' ' APPLICABLE TO SIGN DETAIL H DETAIL CANTILEVER SPAN 20'-0 TO 30'-0 BRIDGE CAMBER ONLY. EXCEPT AS NOTED SECTION THRU BEAM BOLTED SPLICE SHOWN. S82 k S83 SECTION #1 BOLTED SPLICE {{ SIMILAR. L r — — I" x 3/4" SLOTTED HOLE M (VERTICAL) FOR ih"m ATTACHMENT 11 FOR 6" x 11" HAND H LE - TYP ' MOUNTING BEAM BOLT 6" FOR 6"m HAND HOLE REINFORCEMENT RING C 5 x 9 (TYP.) ( ) %" I`_ x 3% x 0'-6 (TYP.) �) 'A" REINFORCEMENT RING — _ _ — m TYP a of / \ IL - z 3/4"m SIGN BRACKET L p / \ BOLT W/ LOCKNUT (TYP.) a — k' COVER PLATE rt HAND HOLE \ \ / / A"THICK x 3/4' NEOPRENE i I`_ x 3 x 0'-4 (TYP.) \ HAND HOLE GASKET (TYP.) G \ / EXCEPT AT BOT. OF BEAM 'A MOUNTING BEAM 1 1 W 4 x 13 (TYP. i (ASTM A36) 34" COVER SCREWS (TYP.) EQUALLY rt 0' x 1" SLOTTED �J SPACED AROUND HAND HOLE. HOLE IN CHANNEL (TYP.) g 6 SCREWS FOR 6" x 11" HAND HOLE VIEW J 4 SCREWS FOR 6'm HAND HOLE. SECTION ATTACHMENT BRACKET DETAIL SECTION L PAINT ENTIRE ATTACHMENT BRACKET TO MATCH EXISTING STRUCTURE EXCEPT FOR MOUNTING BEAM. SIGN, LIGHT, 6' x 11" HAND HOLE SHOWN. BEAM LENGTHS, SIZE AND SPACING SHALL BE DETERMINED 6"m HAND HOLE SIMILAR EXCEPT AS NOTED. FROM THE CONTRACT PLANS OR THE STANDARD PLANS. VARIABLE MESSAGE SIGNS SHALL HAVE MOUNTING BEAMS m 3'-0" MAXIMUM. f z 0 4 E "FF�o 90% SUBMITTAL N.T.S. °ti .w,., „ CITY OF RENTON p1D-24-05 9 2+ 3 c iK CITY OF MAPLE VALLEY HIGHWAY SR169 REGISTERF' �`� Perteet�M. » R E N TO N �s��NgL EHG\ 12S25Z>10011BWd15-BB00 LLB DATUM IMPROVEMENTS: PHASE 2 c 2,o?—y n".,,,,.sin.Boo Planning/Building/Public works Dept. MONOTUBE SIGN STRUCTURES —SB5 EXPIRES: 11/25i s..reu.wan"Bi�Be2e NO. REVISION BY DATE APPR STRUCTURAL DETAIL 2 57 G W A-NNNNAA FA STPUL 0169(19) I— W G? ANCHOR ROD — "• THREADED ROD WITH"2 WASHERSLONG SPIRAL OPTIONS AND 4 HEAVY HEX NUTS (TYP.). e THREAD EACH END 8". GALVANIZE DEFORMED BAR PLAIN STEEL BAR COLD DRAWN WIRE DEFORMED WIRE EXPOSED ANCHOR ROD END FOR 1'—O" MIN. SIGN STRUCTURE AASHTO M 31 GR. 60 AASHTO M 31 GR. 60 AASHTO M 32 AASHTO M225 • 4 D20 MARK LOCATION SIZE NO. REO'D. LENGTH DEPTH ("Z") 1 -" 4 4 3'-9" STR. I I I I I I I WISHED GROUND LINE - 4'-6• 12'-6" 9 12 2 - 5 5 � a o I I I11 IT 0 N < I III I `III 3 - X" , "-6 (L 4'-6• 15'-6" 9 18 STR. = w 19'-O" 9 20 4 0 4 1 •A" SEE DETAIL 0 _ 5'-0• 21'-9• 11 O a 5 CAP TOP 5 4 "A• U I 5'-0" 23'-6• 11 W J J Q BENDING DIAGRAM TOP OF BASE i J � DRILL AND TAP X"e PO S7 SHAFT DIAMETER - 3" SQUARE CAPSCREW ASTM F593 CHOR BOLT �' SHAFT DIAMETER - Q W/S.S. WASHER SPA. AT AB'T. 9" CTRS. ❑ ❑ WELDED GALV. CLOTH 10, 1w A" x E" SO., WRAP AROUND Tn BASE i W/ 3" MIN. LAP TOP OF "Z"- 4'-9• o FOUNDATION a SHAFT DIAMETER - 8" o "A" - DETERMINE FROM PLANS I O ` a. BARS TOTAL) SCREEN DETAIL POST (L w \ a - / PROVIDE SCREEN a w • . - AROUND BASE. SEE POST "SCREEN DETAIL" N f MAY BE v • FIELD BENT • w 1 45 (TYP') SHAFT DIAMETER U \• • CHAMFER v / U t . .1 • . B • • • Q I / • •\ \ 5 2 5 4" C E LR. �i I 4 #4 SPIRAL A" "Dl'+%" HOLE 3 FOR "D1" ANCHOR "T6• ASTM A36 o I �• I • I II 116"e STEEL F BOLT (TYP.) (GALVANIZING CONDUIT TO BE ALLED NOT REQUIRED) Q uIr 1• }j— I •—I CAP EA. EN �/ WHERETDRECTED DETAIL P I\ • I �� • IIrJ _ // BY THE ENGINEER. m 1 #4 s STEEL CONDUIT ( ) z ELEVATION PLAN VIEW N 0 3 E "INF�a 90% SUBMITTAL N"Ts" "° °�" E:p— CITY OF CITY OF RENTON to-24—os �ffEc/srEaE°\�� z Perteet. "� RENTON MAPLE VALLEY HIGHWAY(SR169) _ /ANAL ENG +�szs:-10°''��'s-BB00 � DATUM IMPROVEMENTS: PHASE 2 27n7c^wa�w..s,w"sao � Planning/Building/Public Works Dept. MONOTUSE SIGN STRUCTURES SB6 EXPIRES: 11 25 E..,"n.ww„^gm^srmi NO. REVISION BY DATE APPR 'm°O1°`T FOUNDATION TYPE I �. A -NNNNAA I— FA STPUL 0169(19) F- u) d a- a BAR LIST 10'-0" 10'-0" AASHTO M 31 OR. 60 3'-0' 4'-0' 3'-0' w 2 1 # 'X" 2 7 #5 2 6 "X" 2 7 5 MARK LOCATION SIZE NO. REO'D. LENGTH < � Y7"/2 - 1) EO 3 PA- O 10 (Y2"/2 - 1) SPA 6 10 z CO PA AST. 3'-1' = 2'-6" ED. SPA = = 2'-6" 1 CAP X. ,Y7• AST. 2'-101A' VERTICAL CAP o U) 2 8 #5 HOOPS 5 6 16'-0" � , D_ qcym o o GAP Q y f ° oCLR. 3 HORIZONTAL 5 6° 07 #5 4 FOUNDATION5 16 15'-5" STR. (TYP.) HOOPS _ — 5 FOUNDATION -X' Y2' "Z- - 6- F-I VERTICAL in STEEL CONDUIT FOUNDATION _ 6 "X" Y2" "Z" 6 4'-0" ?" CHAMFER (TYP.) SECTION VERTICAL J SH EET)EET)A' PLAN Z F°ERTIICAL 5 18 'a' STR. J j 8 CAP TOP 5 4 10'-4' STR. ANCHOR ROD ti 'D1"0 x 4'-4" LONG > THREADED ROD WITH 4 WASHERS LLJJ AND 4 HEAVY HEX NUTS (TYP.). NOTE: USE A TEMPLATE TO LOCATE AND THREAD EACH END 8". GALVANIZE SECURE BOLTS IN PLACE DURING POST BENDING DIAGRAM rE SIGN STRUCTURE FOUNDATION INSTALLATION. FOR PROVIDE SCREEN EXPOSED ANCHOR ROD END FOR 1'-C" MIN. AROUND BASE SEE Q DETAILS, SEE DETAIL R, THIS SHT. "SCREEN DETAIL", gyp, ! �- ° BOM SHEET 8.2 - A13. 10" M 7-1 �— 2 5 #"X. m QB ❑ is I — io 0 4 o a. 8 #5 I I I I 1%" STEEL CONDUIT i N o TO BE INSTALLED WHERE 8 #5 h I g2 8 #5 -I DIRECTED BY THE ENGINEER.- 2 15 (TYP) 30 1 2'-6" N a 1O. I OF ONE FOUNDATION 3 15 (TYP.) w p1 in MAY BE POURED WHILE '� 7 a 0 SIGN BRIDGE IS TEMPORARILY -I I— 2 8 #5 "°" DETERMINE FROM PLANS SUPPORTED IN PLACE • _ SPAN FOUNDATION 7 • o o _ CAP EACH EN 'I TYPE 2 LENGTH DEPTH ("Z") REINFORCEMENT FOUNDATION (-S-) tit •n 6' SEE DETAIL R LESS THAN 7•_3" 9 8 4 CANTILEVER 20'-0" ONST. JOINT WITH SIGN 20'-0" TO 9'-6. 9 12 8 ONST. JOINT WITH ROUGHENED SURFACE 30'-0" F ROUGHENED SURFACE LESS THAN o m IIp'' 9'-0' 9 12 8 o a P I II Y1" 1 # "X" T- 4 #5 (TYP.) 60,-0" _ a ® R 60'-0" TO I V-0" 9 16 12 n 9 7 #5 SIGN �-O� ' " vaai 2 7 #5 BRIDGE 12'-9" 11 14 10 (Y-/Z) 6 #-X"Z POST & 8 7 #5 [�190 13'-6' 11 16 14 o < (Y2/2) 5 #X v SPAN FOUNDATION a Y2' 6 #'X" m VIEW TYPE 3 LENGTH DEPTH (•Z•) REINFORCEMENT g 2" 4" `/I E WY A FOUNDATION S T Yi n -- -- TYP. 1E55 THAN 11'-0" 9 8 4 CANTILEVER 20'-0" SIGN 20'-0" TO 13•_9" 9 12 8 m (BOLT OIAM ETER + 14'e) "T6' (ASTM A36) 30'-0" LESS THAN 12'-9' 9 12 8 HOLE FOR ANCHOR BOLT 60'-0" ELEVATION (TYP-) DETAIL R SIGN 690�O"To 15'-6" 9 16 12 BRIDGE 90'-0" TO USE CONCRETE CLASS 4000W IF WATER 17'_9" 11 14 11)IS PRESENT IN THE EXCAVATION. 120'-0" MATCH ANCHOR BOLT SIZE, NUMBER h PATTERN. 120'-0" TO 19'-6" it 16 14 150'-0" Z 0 3 E 90% SUBMITTAL _., N.Ts. "" °" "' �= CITY OF CITY OF RENTON 10-24-05 Po R 24043�o irc MAPLE VALLEY HIGHWAY(SR169) �ff�oNgiEENG�� Perteet M � '� RENTON IMPROVEMENTS: PHASE2 125-252-]]pB 11A00-015-B90C � DATUM avm corer�,,,,,K,sm�"soo6E Planning/Building/Public works Dept. MONOTUBE SIGN STRUCTURESSB7 v EXPIRES: 11 25/ NO. REVISION BY DATE APPR FOUNDATION TYPE 2 AND 3 E W A-NNNNAA FA STPUL 0169(19) I— GENERAL NOTE: 21 1/2' 1. ALL NUTS, BOLTS, WASHERS, AND OTHER HARDWARE SHALL BE Cn 10 3/a' STAINLESS STEEL. 0- 4" A 2. IF THE SIGN STRUCTURE INCLUDES A MAINTENANCE WALKWAY, 0- THE LUMINAIRE MOUNTING PLATE SHALL BE BOLTED TO THE WALKWAY GRATING. TYP —�„ 3. SEE ALSO SHEET "MONOTUBE SIGN STRUCTURE WIRING DETAILS" x FOR CONDUIT, ROUTING, HARDWARE, AND OTHER DETAILS. 3/4 9IA. SLOT PLACES y r ), YP '' -�-�T}- MONOTUBE z CO n N \ 3 1/2" TYP 3/ \ rl 3 4' � `1m WF4x13 STEEL BEAM o SHALL BE ATTACHED � .3/4' DIA HOLE � a } TO STRUCTURE. SEE is 3 PLACES N Y n BRIDGE PLANS FOR +' N DETAILS. N � N 2 3/8• - = 1 3/4' 1 1 i" DRILL AND TAP MONOTUBE } 5 1/4" 5 3/8" 3 4' WIND BEAM AND CUP FOR 3/4" 90' UQUID-TIGHT CONDUIT CONNECTOR. � SECTION q 16" (TYP) J _ 3/8" DIA. X 1/2' BOLT(TYP) _ Q 19 1/2' 3/4" 45' UQUID-TIGHT 3/8" WASHER (TYP) CONDUIT CONNECTOR > FIXTURE MOUNTING PLATE J 3/4" UQUID-TIGHT n. SIGN LIGHTING FIXTURE MOUNTING PLATE DETAIL FLEXIBLE METALLIC Q REM AVAILABLE FROM FIXTURE MANUFACTURER. CONDUIT MATERIAL IS GALV. 10 GAGE STEEL PLATE. FIGS COUPLING 1"-0" MAX. 3/8' LOCK WASHER (TYP) 3/8' DIA. LOCKNUT(TYP) 3/4" FIGS CONDUIT FIXTURE HOUSING(SECTION VIEW) DETAIL A SIGN FACE _ -FIXTURE UNIT- HOUSING SHALL INCLUDE A 3/4"THREADED -- 5'-0"MAX. • 20 1/2• 1SIOE ENTRY, A 7/8" GASKETED BOTTOM OF SIGN ENTRY IN FRONT, A DOOR PROP, 3/4" CHASE NIPPLE WITH AND 4 MOUNTING HOLES. LOCK-NUT WASHER SIGN UGHTING LUMINAIRE PER STD. SPEC. 8-21.3(10)A = F 3/4" MALLEABLE LB CONDULET W/ COV 'F ER 22 3/4 B 3/4' STRAIGHT LIQUID-TIGHT I PLUG OPENINGS WITH 3/4" STAINLESS STEEL SILICONE SEALANT. 3/4' MALLEABLE STRAP (TYP) CONDUIT CONNECTOR LB CONOULET W/COVER 3/4" STRAIGHT LIQUID TIGHT 3/4' UQUID-TIGHT FLEXIBLE 10 3/4" CONDUCT CONNECTOR METALLIC CONDUIT p O3/4" 45' UQUID-TIGHT SEE DETAIL A FLEX UQUID TTIGHT CONDUIT CONNECTOR SEE MOUNTING FLEXIBLE METALLIC 4 1/4" PLATE DETAIL CONDUIT 1'-0' MAX. E WF4x13 BEAM SEE MOUNTING lw PLATE DETAIL SECTION END OF WF4x13 BEAM 3/4" 45' UQU(D-TIGHT CONDUIT 3/4' R, X 1-3/4-WASHER BOLT B CONNECTOR. INSTALL WITHIN WASHER, LOCK WASHER, 1'-O' OF LIGHT FIXTURE. V-O" MAX. AND LOCKNUT (TYP) 2'-0' MAX. 5'-3" FACE OF SIGN TO END OF BEAM a SIGN LIGHT MOUNTING DETAILS FOR MONOTUBE STRUCTURE (NOT TO SCALE) `0 90% SUBMITTAL � t o 24043 4` idc N'T� MAPLE VALLEY H HIGHWAY SR169) 10-24-os ° CITY OFCITY OF RENTON RENTON Hgi eIN�� Peorte t 15-s —ws DATUM `` IMPROVEMENTS:PHASE 2 noo canv n.+"w.swaao "' CJE: Planning/Building/Public Works Dept. SIGN LIGHT MOUNTING DETAIL XPIRES: TSB$E 11 2s e.«.n. NO. REVISION BY DATE APPR FOR MONOTUBE STRUCTURE ..n:so a. W A-NNNNAA Y• GAP WITH Y'THICK FA STPUL 0169(19) NYLON BUSHING WASHER FOR SPACER (TYP) MONOTUBE C/) LY" DIA. TAPPED HOLE *)6" NEMA 3R TERMINAL CABINET ROUTE IMSA 20-1 3C#14 CABLE(S) Q? WITH THREADED NIPPLE FROM ISOLATION SWITCH ALONG • LABEL ALL CONDUCTORS WITH SIGN LIGHT INSIDE, BOTTOM OF MONOTUBE r) END BUSHING AND CIRCUIT NUMBER AT ISOLATION SWITCH, MASTARM TO LIQUID TIGHT CONDUIT d PULLING GRIP OR TWO SCREW HANDHOLE(S) AND BALLAST ENCLOSURE(S). CONNECTOR(S) AT HANDHOLE(S). (TYP) CONNECTOR, SIZED TO SECURE INSTALL 6• DIAMETER HANDHOLE LABEL SHALL BE A PVC OR POLYOLEFIN WIRE TERMINATE EQUIPMENT GROUNDING QPOLE k BRACKET CABLE ON TOP OF THE MAST ARM.AT MARKING SLEEVE PER STANDARD SPEC. 8-20.3(8). CONDUCT RGROUNDING EACH SIGN LIGHT LOCATION. SEE CONDUCTORS) ON TERMINAL BLOCK � LOCKNUT (TYP) HANDHOLE DETAIL THIS SHEET. 16"(H) X 12•(W) X 8'(D) STAINLESS STEEL POLE AND BRACKET CAB36" DIA. x Ih' BOLT, WASHER FRONT OF SIGN NEMA 3R TERMINAL CABINET PER STANDARD (4 TYP) PROVIDE SUFFICIENT SLACK WIRE SPEC. 9-29.25 FOR ISOLATION SWITCH ENCLOSURE. IMSA 20-1 3C #14 PER STANDARD SPEC. 8-20.3(8) CABLES TO EACH LIGHT LOCK WASHER, LOCK NUT SEE DETAIL A-A FOR CABINET MOUNTING W (TYP) ROUTE SEPARATE IMSA 20-1 3C#14 ATTACHMENT DETAIL 4z ((D SECTION A—A STRIP TO EACH FROM OADDITIONAL LIGHTINAD SIDE OF rG B A TERMINATE EQUIPMENT GROUNDING W - NTS .1 FIXTURE (WHERE APPUCABLE). CONDUCTOR ON TERMINAL BLOCK Z3 c EL } Q LIQUID TIGHT FLEXIBLE _ INSTALL " DIAMETER 90" LIQUID B METALLIC CONDUIT Y4 A TIGHT CONDUIT CONNECTOR. NOT LESS THAN 3 FEET. MOUNT ABOVE LLJCENTER OF ROADWAY SHOULDER. -i CONIMSA NUIN 3C 14 C NEXT SI SIGN LIGHTING FIXTURE (TYP) J CONTINUING ON TO NEXT SIGN J LIGHT(S), WHERE APPUCABLE, SEE SHEET 'SIGN LIGHT MOUNTING Q IMSA 20-1 3C#14 DETAILS FOR MONOTUBE STRUCTURE" RIGID GALVANIZED INSTALL POLE AND BRACKET CABLE CABLE - FOR CONDOR AND LIGHTING FIXTURE STEEL CONDUIT FROM THE QUICK DISCONNECT FUSE Ll.l ATTACHMENT. LIQUID TIGHT FLEXIBLE KITS TO THE ISOLATION SWITCH. J SIGN MONOTUBE TYPICAL BEAM METALIC CONDUIT Q EQUIPMENT GROUNDING CONDUCTOR, 2 SIZE PER NEC. MINIMUM SIZE #8 DRILL AND TAP MONOTUBE C FOR 3/4" 90- LIQUID TIGHT 3/4' LIQUID TIGHT FLEXIBLE CONDOR CONNECTOR 4 COVER SCREWS (TYP) EQUALLY MONOTUBE METALLIC CONDUIT SECTION B—B SPACED AROUND HANDHOLE. RING REINFORCEMENT NTS - 6" DIAMETER MONOTUBE THICKNESS /16 TYP HANDHOLE MINUS 1/8' THREADED CONNECTION DETAIL 1/4 ADHERE A PHENOLIC TAG 6"ABOVE HANDHOLE. TAG SHALL BE STAMPED WITH POWER SUPPLY 1/4' THICK COVER VOLTAGE AND SERVICE SOURCE NUMBERS AND PLATE AASHTO M153 3/16" DIAMETER HANDHOLE COVER LETTERS. SCREWS. TAP REINFORCEMENT RING. HANDHOLE 5/8"THICK X 1/8' NEOPRENE NSTALL QUICK DISCONNECT FUSE MONOTUBE 3/4" HANDHOLE GASKET (TYP) KITS BETWEEN THE POWER SUPPLY } REINFORCEMENT RING 3/4' EXCEPT AT BOTTOM OF MONOTUBE. WIRCABLEX.E, PER AND pOLE AND STANDARO SPEC.BRACKET IL SCREEN GUARD 9-29.7• FUSE SIZE SHALL BE 1/8" MAX. D 200% LARGER THAN LOAD SIZE. NOTE: FOR HANDHOLES ALONG TOP SEE SCREEN DETAIL gUIPMENT GROUNDING CONDUCTOR. FOR HANDHOLE NEAR STRUCTURE OF MONOTUBE, SEAL GAP WITH THIS SHEEP BASE, TAP 3/16' DIA. HOLE FOR TYP BEAD OF SILICONE SEALANT. SIZE PER NEC. 1/2' LONG STAINLESS STEEL 3/8 ROADWAY MINIMUM SIZE #8. BOLT WITH WASHER AND NUT, FOR GROUND. SECTION C—C GENERAL NOTES. C HANDHOLE DETAIL NTS1. THE DETAILS SHOW TYPICAL WIRING INSTALLATION ON MONOTUBE SIGN NTS Tp STRUCTURE SUN 9 BOX ON 2. SEE ALSO SHEET"SIGN LIGHT MOUNTING DETAILS FOR MONOTUBE STRUCTURE' FOR CONDUIT, ROUTING, HARDWARE. AND TOP OF BASE POST LIGHTING FIXTURE DETAILS. STAINLESS STEEL 3/16" DIAMETER x 1 1/2• LONG 3. SEE PLAN SHEETS FOR ORIENTATION OF SELFTAPPING 1/4"A ANCHOR BOLT BOLT WITH WASHER AND NUT F SIGN STRUCTURE. SCREW W/S.S. WASHER FOR cRoulvD. MONOTUBE SIGN STRUCTURE WIRING DETAILS 9 4. REFER TO SIGN STRUCTURE SHEETS SPACE AT ABOUT 9" CTRS. : FOR CONSTRUCTION DETAILS. WELDED GALV. CLOTH GROUNDED END BUSHING- NTS 1/16" X 7/16" SQ., WRAP GALVANIZED RIGID STEEL 5. SEE ELECTRICAL SHEETS FOR AROUND BASE PLATE 'a CONTINUATION OF POWER CIRCUIT. W/ 3" MIN. LAP TOP OF FOUNDATION 6. ALL NUTS, BOLTS, WASHERS, AND OTHER s HARDWARE SHALL BE STAINLESS STEEL HANDHOLE a 7. ALL HOLES SHALL BE DRILLED AND TAPPED. 3 8. THE CONDUCTORS IN THE IMSA 20-1 3C #14 Z CABLE SHALL BE BLACK, RED AND WHITE THE SCREEN D ETA I L U ID CONDUCTORITE PERMANENTLY IDENTIFIED AS AN EQUIPMENT GROUNDING SECTION D—D CONDUCTOR PER THE NEC. 9. TYPICAL VIEW SHOWN. VERIFY POWER SOURCE LOCATION. VERIFY QUANTITIES, LOCATION OF SIGNS AND SIGN STRUCTURE FIXTURES IN CONTRACT PLANS. 3.Q � Eiy��(o 90% SUBMITTAL � CITY OF CITY OF RENTON 10-24—M _ N.TS °®°°" "' ._'.�j MAPLE VALLEY HIGHWAY SR169 _��R�G�� Perteet.rc "'� �„ R E N TO N �Ndl EH �2s-zs:.naoi, ,5eeoo DATUM IMPROVEMENTS:PHASE 2 27M CWWe"avr.s— Planning/Building/Public Works De t S89 Dept. MONOTUBE STRUCTURE EXPIRES: 11 zs e—uwwu,pwn ae2w �an WIRING DETAILS A N0. REVISION BY DATE APPR W A-NNINNAA 0 n -7 n WIDE SHRUB BED. CUT, ST &I DISPOSE 0 c" AS FF 81TE "S LISI 1 6140WE&IST'G'ILAWN AS REQUIRED T 3T bED E A 0 GHT SHRUB BED IL ��WOWUJION PLAN. PROVIDE RAI LAWN TO LINE AND MEET & MATCH EXI dP.ADEW-/ A SMOOTH--- '3 ING .............. 1 sil.... I , W/ A AN TRANSIT �LEMIAIN ]ON. SL . FINISH G A FROM WALL _CIVIL DRWG S. _-T0__P 7- F26SS''SLOPE rO P VFIU NAGF_ It All yyyzl X M 4 ...... x < z .. . ... .......... ...... x I-GRouNDeevEq,,'&-41HR 0 0 DETAIL LS4/ + a- L W1, MC < 09VUN81 VERS SHALL BE INSTALLED WITH A 18" OFFSET 01V Lr) H -4— 'e- Q2- LU jjk�Ubtti_ __XLA�_85�..� - _dC_.A&UJLU_L L IN-BETWEEN-FIRST-RDW=. ILL ILL J R 1 , 1\ "! =1 1. LU ------ -- ------------— ------ -------- �---- ------ SL LLI < > ...... INSTALL THREE; _jj PROVIDE DE & INSTALL FOUR (4) ROWS OF (3) ROWS OF MT. VFRNQN,�' LU ==ARWDE & INSTAkiz-FIVE (5) ROWSOF-M`T-� A N LAUKtL IN IM) AKtA R _j VERNON LAUREL IN THIS AREA a- & INSTALL rN6=(25 < _KkAf5Lt-VALL0_'_ - --ROWS-0MT MT-VERNON RN ON - ------- ------- ------------------------- - ----- ------------------ ---- AVULN-T2E�_- IWA_94 PROVIDE SINGLE ROW OF AR8GRVff`At-\ IN FRONT OF RETAINING WALL. SLOPE PROVIDE SINGLE ROW OF ARBORVITAE IN FRil� WALL W/ IN k; FINISH GRADE AWAY 0\PROVIDE A-11 CROSS SLOPE T P GRADE AWAY FROM WALL W/ A B:1 CROSS FT_[VffD_R�_A1NAGE. P S SLOPE TO PROVIDE POSITIVE DRAINAGE. --------------- -------- -------- ----------- d— r I I T I CD -;A 0 4.1--RE NINe-WAIL--- L -i'I 01k 00 C) ILL I Lc) 0 + < SEE SHEET LS3 FOR PLANTING mg�_ I�1; I/v ---------- --- -- ------------------------ SCHEDULE, ABBREVIATIONS, —Ir )J� so= LIJ U) LEGEND & PLANTING NOTES 12-k-OWDE--&�--IMSTAILTWO z (2) ROWS OF MT. VERNON PROV91-&=iN&TAtA-=NR! =7 LLJ c/) LLJ IN THIS AREA TWO (2) ROWS09 mum z VERNON LAUREL is -1N T-HISAREA-'j- E�,�--,VALLEY NOWAY 4SR1 69)L_MT- RISM-5i.oa I "m < IIE E-50,88 i -51.01 wa,ioN hmix. k RN-3, T_ SCALE f Innnnn 20 10 0 FEET 20 4.0 Perteet ,.. AS SHOWN CITY OF 11/03/05 a WAM Of `R RENTON CITY OF RENTON WASHINMN MAPLE VALLEY HIGHWAY(SR169)REMSTERED LANDSCAPE ARCMECT 425-252-770011-80M15-9900 RL IMPROVEMENTS:PHASE 2 DATUM i V:;-. Planning/Building/Public Works Dept, [S1 COLEEN R. HOUGH 2707 Colby Avenue,Suite 900Fib CERTIRCATE NO. 318 Everett,Washington 98201 NO. REVISION By DATE APPR LANDSCAPE PLAN TN IAHNTN F- I- F_ cn d • a. rZ W zz (0 (fl � U `PROVIDE SINGLE ROW OF /C(MITS OF pLANra(( IM-47 J9 ARBORVITAE IN FRONT�ISH. I } AREA Ile edn: { / a a� s3 f Q RETq#N##IG�WAL1=:SL _ XIST'G S ae ;t i \ GRADE AWAY FROM WA % �� MI— — RAtNG= SEEA 8�5_CROSS SLOPE TO! EN PROVIDE POSITIVE DRAINAGE. C7 lros w� Ie c=as.u' ,u t im m \ SU �w>< W ran let O n_sn O I _ BF I ! BF r� �� ,...\ �•""dr I \% \ J 'r = -- Z€TAIAi ! OD VER & SHRUB ,� Q �—"I' —_:.�' � 00 e— J k wn Ld Ld — = L' _ M'18 LU 7 nv'• \,It,,.' 1``\t ,� �,. = so SIG _:-- �_ all"3diY'S;nv`' ._. y\� �•- `.( ram' ILL �_+ i iI \ \,�\ I I Y__--4��=/_—_y ` J•` �� \`'�J 9 t f l �00ka6u.vDD 1 \ \ IRIk.4g N 3an>.� 1l Y O R1ry" nr SEE SHEET LS3 FOR PLANTING SCHEDULE, ABBREVIATIONS, LEGEND & PLANTING NOTES S g8 S 4 8 �g 2 8 h 2 Q SCALE 20 16 0 FEET 20 40 o� s n STAM OF "`AS SHOWN . :��...� CITY OF RENTON 11/03/05 HI RTF� Perteet Inc. CITY OF MAPLE VALLEY HIGHWAY(SR169) LANDSCAPE ARCHITECT 425-252-770011-800.615.9900 "LL RENTON • - HouphDklc �"` DATUM IMPROVEMENTS:PHASE 2 2707 Colby Avenue,Suite 900 &Bald Imo' i Planning/Building/Public Works Dept. LSZ i; COI R. HOUGH - Y �FiB CERTIFICATE NO. 318 Everett Washington 98201 No, REVISION BY DATE APPR """"`"A°"°" LANDSCAPE PLAN W A-NNNNAA I— cn a n PLANTING SCHEDULE ABBREVIATIONS PLANTING NOTES SYM. QTY. SCIENTIFIC/COMMON NAME SIZE/REMARKS & AND STA. STATION 1.ANY DISCREPANCIES W/ DRWG'S. AND/OR SPECS. & SITE CONDITIONS SHALL BE ® AT TYP. TYPICAL BROUGHT TO THE ATTENTION OF THE ENG. PRIOR TO PROCEEDING W/ SHRUBS & GROUNDCOVERS APPROX. APPROXIMATE GAL. GALLON CONSTRUCTION. C.F. CUBIC FEET CONT. CONTAINER CONC. CONCRETE W/ WITH 2.ALL NEW PLANTING AREAS SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM. DIA. DIAMETER SQ. SQUARE z O 21 Rhododendron 'Gamer Waterer'/ 18"-21" Spr. Cont./B&B; Full, DRWG. DRAWING P.O.C. POINT OF CONNECTION 3.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING GOMER WATERER RHODODENDRON well branched & well budded. EXIST'G EXISTING PVC POLYVINYLCHLORIDE CONSTRUCTION. CALL 1-800-424-5555 MIN. FORTY—EIGHT (48) HOURS PRIOR w GALV. GALVANIZED T.W. TOP OF WALL TO DIGGI�JG ON—SITE. Z3 U7 G.P.M. GALLONS PER MINUTE GA. GUAGE a 1 Hamamelis x intermedia 'Arnold 5 Gal. Cont.; Full, well H HORIZONTAL CLR. CLEARANCE 4.PLANTING & IRRIGATION DRAWINGS ARE BASED UPON DRWG'S'PREPARED BY 8 I.D. INSIDE DIAMETER (—) MINUS PERTEET ENGINEERING AND DATED 10/13/05. Q Promise'/ branched & well rooted. L.F. LINEAR FEET CONST CONSTRUCTION ARNOLD PROMISE WITCHHAZEL MAX. MAXIMUM CAL CALIPER 5.AVOID DAMAGE ABOVE & BELOW GROUND TO EXIST'G PLANT MATERIALS TO = MFR'S MANUFACTURERS HT. HEIGHT REMAIN. 0 MIN. MINIMUM B&B BALLED AND BURLAPPED 6.ALL PLANTING AREAS TO RECEIVE MIN. EIGHT (8) INCH DEPTH COMPACTED _ 1,700 Prunus laurocerosus 'Mt. Vernon' 1 Gal. Cont.; Full, well branched O.C. ON CENTER EQ. EQUAL TOPSOIL TYPE "A" AND TWO (2) INCH DEPTH BARK MULCH. SEE SPECS. MT. VERNON LAUREL & well rooted. Triangular Spacing O.D. OUTSIDE DIAMETER Q / N0. NUMBER O max. 18" O.C. Offset 18" fromM. SYMBOL QTY. QUANTITY LIJ SCHED. SCHEDULE ENG. ENGINEER J back of adjacent curb or sidewalk SPECS. SPECIFICATIONS —i % PERCENT Q P.S.I. POUNDS PER SQUARE INCH S.F. SQUARE FEET LLI LEGEND n- 136 Thujo occidentalis 'Emerald Green' 3'-4' Ht.; Cont./B&B; Full, Q EMERALD GREEN ARBORVITAE well branched & well rooted. 2 Plant in a single row at 36" SHEET IDENTIFICATION LS3 O.C. Offset 18" from adjacent wall or fence. NONE72 Hemerocallis 'Stella de Oro'/ 1 Gal. Cont.; Full & well STELLA DE ORO DAYLILY rooted. Plant at 18" O.C. Triangular spacing. Offset twelve (12) inches from adjacent curb. • 630 SF Bark Mulch 2" Depth See Specs. w/ C Topsoil Type "A" 8" Depth — See Specs. Approx. 3' width behind new retaining wall. Field verify w/ Eng. prior to beginning const. 2" MULCH DEPTH. TOP OF ROOT CROWN KEEP MULCH LAYER TO BE 1" HIGHER AWAY FROM FOLIAGE I /. . THAN FINISH GRADE _J FINISH GRADE F a BURLAP AROUND TRUNK. ^' CUT & REMOVE TOP 1/3 OF BURLAP 0 in 1:1 SLOPE ON SIDES OF PLANTING HOLE FERTILIZER TYP. THOROUGHLY MIX INTO TOPSOIL TYPE 'A' — BACKFILL SEE SPECS. BACKFILL W/ 2/3 PLANTING SOIL & 1/3 t EXISTING SOIL. THOROUGHLY WATER SETTLE UNDISTURBED EXISTING SOIL OR EXISTING s PLANTING HOLE TO BE 6" LARGER SOIL COMPACTED TO 85% MAX. DENSITY "a THAN DIA. OF ROOTBALL FOR e GROUNDCOVER. 12" LARGER THAN 9 DIA. OF ROOTBALL FOR SHRUBS a SECTION GROUNDCOVER & SHRUB A PLANTING DETAIL NOT TO SCALE � nn ti a� STATE or AS SHOWN »u�-� CITY OF RENTON 11/03/05 t sum 1r{5 :�� Inc. �� } CITY OF MAPLE VALLEY HIGHWAY(SR169) £ RENTON � LAND�'PE"�'�� 425-z52•noo I 1-Bao•615-ssoo „a,�,� °^""� DATUM IMPROVEMENTS:PHASE 2 COI R. HOUGH 2707 Colby Avenue,Suite 900 & p j Planning/Building/Public works Dept. PLANTING SCHEDULE,ABBREVIATIONS,LEGEND LS3 - CERTIFICATE NO. 316 Everett Washington 48201 ` Nc. REVISION BY DATE APPR ,e 'u"'�01"0L PLANTING NOTES,&DETAIL �, ^ A-NNNNAA t. cl?CL CL .0 �- c; u; I .. IIT I_ PLANTING BED 6 OFFSET CANTING , FADS - IRr-LOCATED AT FRONT 0�11 I u ro LAWNEDGE) B( „ E 1N HI� -� . I Z O _.X 1 w — I FI.F S?9` ,1 L.-i �i g,:J.+-:.. f-�v-11 I I I I t/4 a . L In _� -�_':�-�_ �ms ----77=—' -,r-_- _i- -! _ - lLL I y ILL_. ... _...- ILL^ EWE ILL W ---- L'* _ ---- - _----- --- ----------------- - - J _ - - - - - - - - - - - - Q _ - - - _-- --- - - --__ --- -- - - _-- - - - 1E�A1NLKE__&_VALW_S__._ __ -- _- 1 1 4 3/4" T- 2" J — M, , _>3;� — I MAPLE VALLEY HIGHWAY (S — —JEc TO BOCATE 7.91 = PLANTING Mot- *� } " F- m - v- --- -aN�i.----- ---------....-----_..------. ------t-_-.-----------_.------------------------- ------------ ------------- -------------------------- - �- - l f'i5=S I S'L9-2 9 31 1 31' j : I IRRIGATION CONTROLLER. LOCATE AGAINST RAMP RETAINING WALL. IRRIGATION HEADS TO 32 61 FIELD VERIFY W/ ENG. RIGR ^� BE LOCATED AT BACK _-- --4=SLEEVE TO CONST. G OF CURB -- ---MAINLINE-&-V&NES_TO BE 2" MAINLINE 2 11" MAINUN l & VALVES TO `} --- i - LOCATED WITHIN PLANTING- NG AREA RF LOCATED WITHIN • -2_ 1 3/4" /4" ,' - - 1-�4„ 2" PLANTING _- - - - - - - - - - - - - - - - - - - __ - - 11G, ----------- ----- ---- - - -- - r ' -� t ---... - '',, ,_; 4"I _ _ '' _ _ __i___ _--�--�3 " ` �M o SEE SHEET LS6 FOR IRRIGATION o ,, -- -_ _ - y-- i i I _ + SCHEDULE, IRRIGATION NOTES, r DO -- �.X -;.. L _...�.._ ..'-- -- 1.. - ILL - ILi - �B _ SLEEVE & - - ' LEGEND & DETAIL L0 - 1-1/4" 4. 3/4" 1 c JUNCTION BOX - " 3 1-1 4 1" SEE SHEET LS3 FOR ------- tl----------_-- ------�-- ------ _ — — ====_=- - _ - _---- — c" = ABBREVIATIONS W - - - - - - - - -- - - - - - - - - - �-- - - �� -- -�-SLEEVE- l �t �7 � '3-` ---- Z (n A7 -- - - - - - -- — Z TO-SE-C6C ___..---- NLINE -...- MAI -.-_ - NE-- W THIS -_- - - 2" MAINLI � = - _.! 8 J WITHIN PLANTING_ rs+- - - Lj - 3 (� —J&PLE_VALLEY_ HIGHWAY (SR169) � c —a --- --- U ---- � 1517 -- .78I 75 --- -S.a-------_---_- __ IE Otfre50.6T ON JON/ ' _ ,Z•_- � r !!L ILL - rySD p� A- 1 ` �3 5 nnnm I yY~ t - SCALE e OEN5E BRU5r _% Bc1SV+- ! - 20 10 0 20 40 FEET s , vSTAM Of 0OON �� Pu AS sttoNm '"' CITY OF RENTON 11/03/05 AS��Eo Perteet Inc. JH s:''+ CITY OF MAPLE VALLEY HIGHWAY(SR169) LANDSCAPE ARCHITECT _ _ 7K R E N TO N � 425-252-77001 1-800.875.990C �„ohB.g, � DATUM IMPROVEMENTS:PHASE 2 COLEEN R. HOUGH 2707 Colby Avenue,Suite 900 Bawd wm ng j Planning/Building/Public Works Dept. LS4 CERTIFICATE NO. 318 Everett,Washington 98201 NO. REVISION BY DATE APPR IRRIGATION PLAN w A -NNNNAA F- F- F- F- y � O 0- w z co t 1 a cn ca 105v t ` SEE SHEET LS6 FOR IRRIGATION 2 7,79 THIS AAP-UNE TO BE LOCATE IcE 44,53 ; = SCHEDULE, IRRIGATION NOTES, C3 WITHINNTfffC—AR a s ®aa.ae `' - � = = _�^W __ _W LEGEND & DETAIL = IRRIGATION HEADS c6 ++7 I �.'' , t > T E LOCATED A IRRIGATION POINT OF RIS.� -��C 3�4 fy i . A,', ' \ , O W 2" `°""3 AT(BACK OF CURB LS9 CONNECTION � IfE Ee45.TaI } II o nm i� fE W.. ; - `'\ J 1 —_ — '— °, S" �D-- �' — SEE SHEET LS3 FOR ILL `T — FIB FI cz ' I Lij c J I _I _ !. :� _ .� I \ .� I, ! e•uan 1 / `(;9 3- ki`'a l\ i ABBREVIATIONS n G 1O -Ay' -r ^ y i , 1 00 _►I�AAIN-LINE-- —LO _N — - -_ - -- —.. PIPE SLEEVE & -- _ ` ',•\i .._ Q --UNCTION--BOX (~ a. EE SHEET IL4. W - __. LU _I LL) n 8I4M AM. ic - J sic IV4v �.J P'r RIM• A ILL SD g tl oLLvao NItl1U .4w- ,1 4959 L / 6 S 9 Q y@ U g4 5 3 s e 8 7 � n(� SCALE E U 20 10 0Er 20FE 40 p STATE OF St CITY OF RENTON 11/tu/os WASHNGTON Perteet Inc. �" � SHOWN CITY OF REGISTERED RENTON MAPLE VALLEY HIGHWAY(SR169) • LANDSCAPE ARCHITECT 425-252-7700 I 1-800-615-9900 ,, ,, —RL IMPROVEMENTS:PHASE 2 kB�kA Yee. �� DATUM planning/Building/Public Works Dept. LSS E COLEEN R. HOUGH 2707 Colby Avenue.Suite 900 —FLO CERTIFICATE N0. 318 Everett,Washington 98201 NO. REVISION BY DATE APPR ''" IRRIGATION PLAN c A—NNNNAA ~ IRRIGATION SCHEDULE IRRIGATION NOTES '- 00 1. THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION & 'j? ADDITIONAL HEADS MAY BE NEEDED DUE TO FIELD CONDITIONS. THESE D_ RAINBIRD 1800-SAM-PRS-8 SERIES POP-UP SPRAY HEADS 8' RADIUS _J��EYEL LOSSES ARE COMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MFR'S O_ E AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO FIT -— — - PIPE SLEEVES (CLASS 200 PVC) W/ SIZE - SEE CIVIL DRWG RATED G.P.M. FOR EACH NOZZLE. 0- LS7 o Q ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ IL4 FOR SLEEVE REQUIREMENTS. SHRUB AREAS. 1-1/2" 2. LOCATE QUICK COUPLING VALVE & AUTOMATIC CONTROL VALVES IN SHRUB/ LS7 LATERAL LINE (CLASS 200 PVC) W/ SIZE GROUNDCOVER AREAS AT POINT OF EASY ACCESS. ENG. TO REVIEW & APPROVE �[�h RADDIUSIUS AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO p 2" MAINLINE E RA 1800-SAM-PRS-10 SERIES POP-UP SPRAY HEADS 10' FINAL LOCATION OF ALL QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR LS7 We FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ LS7 - MAINLINE (SCHED. 40 PVC) TO INSTALLATION. SHRUB AREAS. m 3/4" MANUAL DRAIN VALVE. CHAMPION 20ORS-075 (3/4") 3•HEAD LOCATION MUST BE ADJUSTED IN THE FIELD TO COMPLY W/ EXIST'G SITE u, RAINBIRD 1800-SAM-PRS-12 SERIES POP-UP SPRAY HEADS 12' LS7 l7 DRAIN VALVE. PROVIDE OWNER W/ TWO (2) VALVE KEYS THEpENONS, PLANT MATERIALS & ANY OTHER ITEMS DEEMED APPROPRIATE BY s G. i r.0 E o c n RADIUS AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO FlT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ QUICK COUPLING VALVES- RAINBIRD 44LRC W/ 44K COUPLER w LS7 4qQ C 4.EXISTG STATIC P.S.I. AT IRRIGATION METER IS 58 P.S.I. INFORMATION PROVIDED SHRUB AREAS. 0 KEY SH-1 HOSE SWIVEL & 2049 clID KEY; PROVIDE OWNER BY CARL EINFELD, PERTEET ENG., RECEIVED ON 6 11 03. PRIOR TO INSTALLATION a RAINBIRD 1800-SAM-PRS-15 SERIES POP-UP SPRAY HEADS 15' LS7 yy/ TWO (2) SETS OF THE FOLLOWING:COUPLER KEYS OF IRRIGATION SYSTEM, CONTRACTOR SHALL FIELD VERIFY EXISTG P.S.I. NOTIFY RADIUS AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO G.P.M. HOSE SWIVELS ENG. OF ANY DISCREPANCIES BETWEEN THE DESIGN P.S.I. & EXISTG P.S.I. PRIOR LS7 q Q0 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ CIRCUIT NO. / VALVE SIZE LID KEYS TO PROCEEDING W/ WORK. = SHRUB AREAS. // 0 ^ RAINBIRD 1800-SAM-PRS-I5SST SERIES POP-UP SIDE STRIP SPRAY A 5. SYSTEM DESIGNED TO 30 P.S.I. (SPRAY HEADS). 2 HEAD AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO LS7 AUTOMATIC CONTROL VALVES W/ SIZE- RAINBIRD PEB SERIES 0 6.IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS W/ } LS7 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ B GENERAL CONTRACTOR. J SHRUB AREAS LS7 OO 1-1/2" HAMMOND GATE VALVE MODEL 667 OR APPROVED EQUAL 1 RAINBIRD 1800-SAM-PRS-I5EST SERIES POP-UP END STRIP SPRAY 7. DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT Q HEAD AT 30 P.S.I. PROVIDE & INSTALL APPROPRIATE ARC NOZZLE TO RAINBIRD ESP-12 SITE-S SERIES 12 STATION IRRIGATION MATERIALS, UTILITIES OR EXISTG CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR p Q CONTROLLER. CONTROLLER SHALL BE LOCATED PER PLAN. PROVIDE > LS7 FIT ANY SHAPE OF PLANTING AREA. 12" POP-UP IN GROUNDCOVER/ & INSTALL W/ CONC. FOOTING PER MFR'S RECOMMENDATIONS. LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CALL 1-800-424-5550 ULIJ SHRUB AREAS TWO (2) DAYS PRIOR TO DIGGING ON-SITE. CL < 8. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & LOCATED ON B 1-1/2" FEBCO 850Y BACKFLOW PREVENTER DIMENSIONED "AS-BUILT" DRAWING TO ALLOW FUTURE LOCATION & USE. LS7 PER CODE REQUIREMENTS 9. AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE ❑M 1-1/2" IRRIGATION WATER METER- SEE CIVIL DRAWINGS IRRIGATION SYSTEM. 10.CONTRACTOR SHALL DOCUMENT WORKING ORDER OF EXISTG IRRIGATION SYSTEM A IRRIGATION POINT OF CONNECTION PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LS6 RESTORING THE EXISTG IRRIGATION SYSTEM DAMAGED BY CONSTRUCTION TO ITS PRE-CONSTRUCTION CONDITION, PER SPECS. MANUAL DRAIN VALVE BACKFLOW PREVENTER 11. WHERE PIPE SIZES ARE NOT SHOWN ON THE PLAN, PIPE SHALL BE SIZED TO THE c QUICK COUPLER NEXT LARGEST PIPE SIZE SHOWN UPSTREAM ON THE PLAN. PVC MAINLINE, r1-1/2" METER 12.SEE SHEET LS3 FOR ABBREVIATIONS. i 1f1 + F SEE CIVIL DRWG'S.- -e-G-�- -o- -0 } `GATE VALVE IRRIGATION POINT OF LEGEND A CONNECTION (P.O.C.) DETAIL IDENTIFICATION NOT TO SCALE LS SHEET IDENTIFICATION 5 S 6q b II U 4 8 7 8 E g b I r STATE or "� ,o�nw, 1 i/03/05 WARNNGTON Perteet Inc. �� AS SHOWN ::n CITY OF CITY OF RE m � �` MAPLE VALLEY HIGHWAY(SR169) LANDSCAPE ARCHITECT az5-25z-noa I 1-sao-615-9900 " R EN TON Hoip1iBi1 "� DATUM IMPROVEMENTS:PHASE 2 COLEEN R. HOUGH 2707 Colby Avenue,Suite 900 FLB Planning/Building/Public Woks Dept. IRRIGATION SCHEDULE,IRRIGATION NOTES LS6 CERTIFICATE NO. 318 V Everett,Washington 98201 NO. REVISION BY DATE APPR IRRIGATION POINT OF CONNECTION DETAIL,LEGEND A-NNNNAA F- NOTE: U SHR" B/ 2" SHRUB/GROUNDCOVER AREAS CARSON VALVE BOX PROVIDE & INSTALL 4" DIA. DRAIN 2 2" SHRUB/ B/ NOTE: 2" GROUNDCOVER/SHRUB AREAS (n WITH LOCKING LID PIPE TO A 2'x2'x2' GRAVEL SUMP. AREAS REFER TO QUICK VALVE KEY HANDLE TO OR APPROVED EQUAL FINISH GRADE LOCATE SUMP APPROX. 3'-5' CLEAR TOP OF COUPLER RISER C_ DOWNHILL FROM POINT OF ASSEMBLY DETAIL VALVE BOX (10" ROUND) HARDSURFACE LL CONNECTION. ENG. TO REVIEW PIPE CARSON BOX W/ BOX 8Y 2" MIN. (PAVEMENT, WALLS, 0_ & SUMP LOCATIONS PRIOR TO LOCKING LID OR 12" MIN. ) INSTALLATION APPROVED EQUAL GNRADE FINISH CLEARANCE �C GRADE 1" CLEAR MANUAL SCHED. 80 NIPPLE SCHED. 80 PVC NIPPLE GATE VALVE SCHED. 80 UNION PVC LATERAL LINE 6 "O"O' O SUMP GRAVEL 3" MIN. DEPTH w _ SCHED. 80 0 1" DIA SCHED. 0000 0000 O) NIPPLE 80 PVC PIPE AT 0 0 0 0 n ao 18" LENGTH W QUICK COUPLING VALVE 'o C!) 90 I I I I VDLRAWING I I I I a U co 3 BOLT " / n n n SCHED. Z HOLES FOR U"' v gp a0 STAINLESS STEEL "U" BOLT 1/8" MINIMUM DEGTREE N °o°o°oo°o°o °°O o°o°o°c o00000000o PVC STOCK ANCHOR LOW ON VALVE SNUG TO FIT a0000000 0 0 0 0 0 0 0 0 0 0 SC00 0 000000000000 12 00o0o0c 0000000000 NIPPLE z SUPPORT VALVE BOX WITH FOUR (4) Q PVC ELL 0 o MIN o 0 o c o 0 0 o BRICKS TYP. 000 0 0 0 0 0 0 0 0 0 2" CLEARANCE SCHED. 40 PVC FEMALE TO °••°•°•°••°•• °• ° o o, 0 0 0 o LOCKING NUT & = o 0 0-0 0 0 0-0 0 0 0 0 ADAPTER BACKFLOW I I II III IIL SCHED. 80 PVC NIPPLE SCHED. 0 0 o a o 0 0 0 0 0 < o o SUMP PREVENTER WASHER TYP. °o o°o°o°o°o°o°o°o°o°o°c '0°0 SUPPORT VALVE BOX 80 00000 ° 000000 oo r — TO PVC CHED. 40 PVC TXT 90 °o�o�o�o�o�o°ogogogo°o°o°o°o� °o°o°o WITH FOUR (4) — 90 DEGREE SCHED. KNOCKOUTS IN BOX TO = PVC n0o0o000< ,o 0 0 ° MAINLINE FIT OVER PVC PIPE NIPPLE SCHED. 40 PVC 0000000 BRICKS TYP. RAVEL SUMP 4" MIN. 40 PVC SCHED. 80 PVC NIPPLE >" BUSHING AS REQUIRED DEPTH ANTI—ROTATION DEVICE SCHED. 40 PVC STREET ELL W SCHED. 80 PVC NIPPLE 2 C.F. GRAVELED REFER A MANUAL J SCHED. 40 PVC TEE OR ELL SUPPORT BOXES WITH FOUR (4) SUMP "V` DRAIN VALVE —j 1 C.F. SUMP GRAVEL. FILL TO METER BRICKS PER BOX TYP. ASSEMBLY DETAIL jPVC SUPPLY LINE BOTTOM OF BOX AS REQUIRED r— 4" DIA. PERFORATED DRAIN PIPE (SEE NOTE ABOVE) LLI CONTROL WIRES PVC MAINLINE SCHED. 40 PVC TEE OR ELL a R BACKFLOW PREVENTER ASSEMBLY (� QUICK COUPLING VALVE A AUTOMATIC VALVE ASSEMBLY-PVC �+ NOT TO SCALE NOT TO SCALE NOT TO SCALE FINISH GRADE FINISH GRADE "HEA —2" GROUNDCOVER/ SHRUB AREAS 2" SHRUB/GROUNDCOVER AREASWEATHERMATIC LOCKING LID OR :ti.r APPROVED EQUAL POP— FINISH"GRADE ONTINUOUS 2" BACKFILLADJUS " MATERIAL (SEE SPECS) MATERIAL MARLEX 90 MARLEX 90 DEGREE AROUND PIPE. TYPICAL BEDDING Ilr / STREET ELL EACH PIPE DEGREE L/ STREET ELL (_ ARLEX 90 DEGREE SCHED. 40 STREET ELL PVC LATERAL LINE PVC BUSHING SCHED. 80 PVC RISER SIZE REQUIRED PVC NIPPLE (2" DIA.) AS REQUIRED (8" MIN. LENGTH TRENCH COMPACTED BACKFILL PVC I ANGLE FROM HORIZONTAL POSITION) PVC TEE (2" DIA.) (EARTH FILL) SEE SPECS. LATERAL NOTE: LINE TRIPLE SWING JOINT RISER ASSEMBLY OPTION PVC LATERAL ALL MAIN AND/OR PVC MAINLINE LATERAL PIPE UNDER FINISH GRADE OR MAINLINE PAVEMENTS SHALL BE IRES FOR VALVES 2" GROUNDCOVER/SHRUB AREAS SLEEVED. SEE CIVIL TAPED TO PIPE DWG. IL4 FOR SLEEVE " REQUIREMENTS. OMPACT SUBGRADE 6" LONG PVC SCHED. 40 NIPPLE (2" DIA.) PVC TEE SCHED. 40 POP—UP SPRAY HEAD ADJUST TO FINISH GRADE PVC NIPPLE OR ELL PVC BUSHING 90 DEGREE ELL (2" DIA.) AS REQUIRED MAIN AND/OR LATERAL BARBED INSERT 90 MARLEX DEGREE STREET ELL FITTING SCHED. 40 PVC SCHED. 80 D PIPE TRENCH DETAIL STREET ELL I II PVC NIPPLE "a SWING PIPE OR FUNNY 2 C F. 90 DEGREE a NOT TO SCALE PIPE. 12" MIN. LENGTH SCHED. 40 PVC TEE OR ELL GRgVEL SCHED. 40 J+� 3 REQUIRED. SUMP L_J PVC ELL g ELL BARBED O OL'j:O) 0' SCHED. 80 PVC LATERAL LINE INSERT FITTING ) OPVC NIPPLE O 0OOMANUAL DRAIN VALVE Oo MIRAR 140 N WRAP/ COVER OVER STREET ELL OPENING SWING PIPE OR FUNNY PIPE JOINT ASSEMBLY OPTION OR APPROVED EQUAL SHRUB & GROUNDCOVER HEAD RISER ASSEMBLY (POP—UP) MANUAL DRAIN VALVE ASSEMBLY " S U NOT TO SCALE NOT TO SCALE "s $ fr w sw� Perteet Inc. �� AS SHOWN "" '"' CITY OF CITY OF RENTON " 11/03/05 LANDSCAPEIS EKEDARCK —� „� MAPLE VALLEY HIGHWAY(SR169) 425-252-770011-800.615-9900 HMO Reek � _ RENTON IMPROVEMENTS:PHASE 2 DATUM COLEEN R. HOUGH 2707 Colby Avenue,Suite 900 &Balm�• °®na I a".. 1 Planning/Building/Public Works Dept. LS7 CERTIFICATE NO. 318 Everett,Washington 98201 NC, REVISION BY DATE APPR `�""C0"1i0LY IRRIGATION DETAILS , A -NNNNAA CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: July 14, 2004 TO: Rob Lochmiller FROM: Ron Straka(x-7248) Chris Munter(x-7205) SUBJECT: Cedar River Park Access Improvements The Surface Water Utility has reviewed the Maple Valley Highway Hydraulics Report as it relates to the above project,dated October 2003,the Maple Valley Highway(Cedar River Parking) Drainage Memorandum,dated June 2004, and the Cedar River Park Access Improvement plans (90% submittal). The following are our review comments: Hydraulics Report The project proposes to utilize a water quality vault to treat at least 140% of the proposed pollution generating surfaces as required by the WSDOT Instruction Letter on ESA Stormwater Effects Guidance dated February 25, 2002. The project proposes to treat 50,700 square feet of proposed impervious surface tributary to the wet vault system. The 6-mo runoff volume for the total treatment area of 70,980 square feet (50,700 square feet of area plus the 140% increase per the Instructional Letter)is 6119 cubic feet. A 20'x 52' x 6.5' wet vault is proposed to provide the water quality treatment. The water quality treatment provided in the wet vault is 6,760 cubic feet and meets Code requirements. Storm water quantity control isn't required as the difference between existing and proposed 100- yr runoff flows is 0.09 cubic feet per second(cfs),which is less than the 0.1 cfs threshold mandated by the Instruction Letter. Although a downstream analysis wasn't specifically performed for the park system,we are not aware of any problems and a 0.09 cfs increase in flows is negligible and should not impact the downstream system. 90% Plan Set Dwg No. TS 1: 1. Add SR 169 STA 1539+78.18 =Cedar River Park Access STA 9+81.09 at the alignment intersection. 2. Add a construction note 4 to the CB at SR 169 STA 1540+20(26' RT). Dwg No. TS2: 1. Add a construction note 12 to the Temporary Construction Fencing from STA 11+00 to 12+20 RT. 2. The AP Sidewalk from STA 12+20 to 14+00 isn't outlined. 3. The north arrow needs to be rotated 90 degrees clockwise. It is not shown correctly on this Plan sheet. Dwg No. RS 1: 1. Clarify the stationing of the concrete and asphalt pavement sidewalks on the right side of detail Roadway Section B even though the AP is on the adjacent detail. 2. Add"See SHT S-l"to Construction Note 5. Dwg No. RP1: 1. Delete"Cedar River" at top center of existing grade profile. 2. Why is the profile on the drawing? Dwg No. RP2: 1. Add"End Fence"to notes at STA 13+82 (21.5' RT) Dwg No. DD 1: 1. A permanent wall,rather than a removable baffle,divides the water quality vault; therefore, a grated access panel should be added to both sides. 2. To maximize flow through and settling times,the inlet and outlet should ideally be constructed at opposing diagonal corners. 3. At the outlet, construct a Frop Tee structure inside the vault with an inlet that is at a minimum of 1' below the static water level in the wet vault. This is required to maximize water quality improvement and prevent overtopping of the vault if the inlet were to plug up. The bottom of the Frop Tee does not require any orifice,but a shear gate opening is needed at the outlet pipe invert elevation to allow for pipe cleaning. Dwg No. S-1: 1. Add sheet number 13 of 32 Dwg No. S-2: 1. Add sheet number 14 of 32 H:\File Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\SR-169 2 140 V\ParkAccessReviewMemo07O82004.doc\RStp 2. Should the wall drain at STA 12+19 be day lighted rather than tightlined to a storm system? 3. In the drawing title,change"Wall 2"to "Wall 1" Dwg No. S-3: 1. Add sheet number 15 of 32 2. In the drawing title,change"Wall 2"to"Wall 1" Dwg No.LS 1 thru LS6: 1. Label Sheet Number The project is located in Zone 1 of the Aquifer Protection area. The use of HDPE storm pipe as specified in the Aquifer Protection Ordinance is acceptable. Please make sure that the construction contract specifies the use of the airtight joints for HDPE storm pipe. The Municipal Code also requires the following: p. All storm and sanitary sewer manholes,catch basins, and inlets should be equipped with precast concrete bottom and sidewalls with rubber gasketed joints between sections, water-tight epoxy grout or other approved pipe entrances through walls, and approved waterproof coating of all interior floor and wall surfaces. Manholes,catch basins, and inlets should have no leakage when hydrostatically tested at atmospheric pressure. This should also be reflected in the specifications and plans, so the contractor and City are aware of additional costs. cc: Lys Hornsby H:\File Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\,SR-169 3 HOV\ParkAccessReviewMemo07082004.doc\RStp CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: August 14, 2003 TO: Robert Lochmiller FROM: Ron Straka(x7248) SUBJECT: Maple Valley Highway Improvements Near 1-405 and 140"'Ave SE 90% Design Review The following are my comments for the 90% Design Plans: GENERAL: 1. A final drainage report for the project will be needed that shows compliance with storm water code requirements and includes the sizing calculation for the proposed detention systems,water quality treatment facilities and storm water conveyance systems. A level-one,off-site analysis(at a minimum)is needed for the project that includes a description and figure of the downstream systems that will convey the runoff from the project area. The drainage report should address the drainage systems separately for the SR-169 and 140"'Way SE improvements and the SR-169 Maple Valley Highway at 1-405 Intersection improvements 2. The 90%plans will need to be revised to show the proposed detention facilities and associated details for both sections(14&Way SE& I-405 intersections)of the project. Maintenance access to and into the structures will need to be provided and shown on the plans. SR 169 & 1401h WAY SE INTERSECTION: 1. Possible utility conflict with the installation of CB's 3,5, 10, 11 and 12(STA 1430+00 to STA 1435+00)with signal and/or illumination conduits, which will need to be accounted for in the construction specifications and bid items. Relocation or working around them will need to be anticipated during the project construction. 2. The size of the existing storm system should be shown on the plans and verification that it has sufficient capacity to convey the runoff from the project area will need to be included in the project drainage report. It is recommended that the existing storm system profile be shown on the plans also. 3. It is unclear if curb is being installed along the north side of the highway between approximately STA 1432+00 and STA 1431+75. Curb is recommended for this section. t . Maple Valley Highway Improvements Near I-405 and 140"'Ave SE 90% Design Review August 14, 2003 Page 2of3 4. Verify that Wall 1 footing drain flows,which connects to the existing walls footing drain,flows to the Cedar River and does not have to be connected to the existing storm system in SR-169. 5. Plan S-2(STA 1433+50 to STA 1435+50) should also show that the existing Type 1 CB's are being replaced with Type 2-CB's (CB# 11 & 12). SR-169 &I-405 INTERSECTION: 1. Plan and profile plans need to be revised to show the proposed detention system that has been added to the project for the easterly and westerly sub-basins for the SR-169 & 1405 intersection portion of the project. The location of the detention facility shown on the conceptual plan for the easterly sub-basin is extremely close to the existing King County Metro 42"sanitary sewer inceptor. King County Metro may have requirements relating to separation distances between the existing sanitary sewer interceptor and the proposed detention vault. It appears that the profile for the upstream storm system will also have to be revised due to the addition of the vault. A profile needs to be provided for the storm system on the south side of SR-169 where the proposed detention system will be located in addition to the profile for the storm system on the north side of SR-169 that is shown on the plans. 2. The existing storm system size should be shown on the plans and verification that it has sufficient capacity to convey the runoff from the project area will need to be included in the project drainage report. The capacity of the existing system downstream of where the proposed storm system connects to the existing storm system for the easterly sub-basin is needed. Especially for the connection to the existing storm system crossing of SR-169 located at STA 1534+30 and downstream of the existing catch basin that the system connects located down stream of CB-107. The plans call to replace the existing catch basins that are located downstream of CB-107 and CB-105 to be replaced with anew Type 2 catch basin. However,the plans do not provide the invert elevations or information regarding the size of structure needed and it requires the contractor to verify invert elevation. The lack of design information and verification of invert elevations could result in design problems and change orders during construction,if the inverts are significantly different than what has been assumed for the design,especially for the existing CB located downstream of CB-107. Due to the number of pipes and the direction(angle) that they enter the structure, a larger catch basin may be needed(54"or 60"). 3. As a value engineering effort, was there any consideration to constructing a single new storm trunk line that picked up drainage from both sides of the street instead of using two parallel storm systems that run down the curb lines on each side of the street? The single trunk line would reduce the quantity of pipe and possibly the number of structures, or at least Type 2 catch basins,needed for the streets storm system. The downside would be that laterals would have to be excavated across the street, which would have traffic impacts. There may be other reasons for the design HAFile Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\SR-169 HOV\90%Storm Revmemo.doc\R1S\tb Maple Valley Highway Improvements Near 1-405 and 140"'Ave SE 90% Design Review August 14, 2003 Page 3 of 3 being as proposed such as conflicts with existing water lines of the King County Metro 42"sewer interceptor that would preclude the use of a single storm trunk line. , 4. STA 1540+00—The proposed storm line along the south side of SR-169 crosses buried power and telephone conduits. Need to verify that the proposed storm line between CB-117 &CB-113 does not a conflict with the existing power,gas and telephone lines. Either verify that the design does not conflict or anticipate relocating these utilities as part of the project. If you anticipate the need to relocate the facilities as part of the project,then a note should be added to the plans and possibly something added to the special provision. The contractor should be made aware of this need so that it could be accounted for in the project bid to avoid a change order request. 5. STA 1544+46, 38'LT—CB-121 appears to conflict with the King County Metro 42" sanitary sewer interceptor. I believe the King County Metro sewer line is significantly deep at this location and,therefore,there should not be a conflict,but please verify that this is true. 6. Drawing No. DD1 —show the size of the existing storm line that the Type 1 CB will connect to downstream of the proposed detention and water quality vault. If existing line is larger than a 12",pipe then a Type 2 CB may be needed. Vault section view will need to be revised to show control structure,orifice sizes and volume areas for sediment storage,water quality treatment volume and detention volume required for the project. If you have any questions,please see me. cc: Lys Hornsby HAFile Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(7'IP)\SR-169 HOV\90%Storm Revmemo.doc\RJS\tb CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 7, 2003 TO: Robert Lochmiller FROM: Ron Straka(x7248) Allen Quynn(x7247) SUBJECT: Maple Valley Highway Improvements Near I-405 and 140"'Ave SE 60% Design and Preliminary Hydraulic Summary Review The following are my comments for the 60% Design Plans and the Preliminary Hydraulic Summary dated December 2002: 1. The hydraulic report must include a map or drawing clearly showing all basin or sub basin boundaries as well as downstream drainage paths from the point of compliance to 1/4 mile downstream. The map should delineate existing and proposed impervious area(separate pollution generating from non-pollution generating) and offsite areas that will be treated in exchange for the areas to be bypassed for treatment. 2. Include a copy of portions the WSDOT Highway Runoff Manual that discuss the design standards for the proposed water quality facility and oil/water separator. 3. The design plans should include the existing water quality pond that will be used for the SR-169/14&project and show how the onsite drainage is connected to the pond. 4. The report must show that the downstream storm system for both projects is sufficiently sized to convey and contain the 25-year peak flow from the developed condition onsite and any upstream tributary area. 5. The design plans for the SR-169/14e Way Project does not include a storm drain profile. 6. The water quality vault detail should include a profile that shows dead storage elevation and 0.5 feet sedimentation storage. From the isometric detail shown on Sheet DD1,it's not clear how much dead storage volume is provided in the vault. 7. If the vault is designed per the 1998 King County SWDM,then an access grate is required. 8. The 1998 King County SWDM Section 6.6.2.2 requires that the Coalescing Plate Separator forebay length at a minimum be equal to 1/3 of the vault length(1/21,is recommended). From the detail on Sheet DD2,the length is much less than 1/3L. H:\Division.s\TRANSPORTAT\DESIGN.ENG\Rob\SR 169-Maple Valley Improvements\Reviews\60%Stormwater Review.doc\RJS\tb t 9. All proposed storm manholes and catch basins must be assigned a unique number, which can be cross-referenced between plan and profile. 10. Existing Type 1 catch basins,that will end up in the middle of new traffic lanes due to road widening, should be converted to a Type 2 catch basin structure with a round lid. The Type 1 catch basins lefts in driving lanes eventually fail due to traffic loads over time and become maintenance problems. 11. Show the sizes,elevations and type of the existing storm lines and structures that will be used as part of the project drainage system. Provide flow arrows on storm pipes where they enter a structure to help show the direction of flow in the storm system. 12. Sheet RP2&RP3—It appears that there is only on Type 1 catch basin collecting the runoff from the east bound lanes of SR 169 in the southwest corner of the intersection. There is approximately 600 linear feet half-street runoff draining from the west to the southwest corner of the intersection. Additional catch basins may be needed to intercept the runoff along the southwest curb line to provide for adequate runoff collection. 13. Sheet RP2-It is unclear how the southeast corner of the intersection drains. Please review to verify that there will not be standing water in the street in this corner of the intersection. 14. Sheet RP5—CB Type 1 at Sta. 1532+30, (29' LT)shows connecting to an existing 24"storm line and matching invert elevation. Please verify vertical location of the existing storm line. The proposed upstream storm system design is dependent upon the existing elevation of the storm line that the line is tying into at this point. 15. Provide storm system profile for proposed storm systems on the whole project. Show the location of other utility crossings on the storm system profile to verify that there are no utility conflicts. 16. Sheet RP5 &RP6—There may be a conflict with existing buried power(BP) at Sta. 1533+60 to Sta. 1535+00 on both sides of the street(LT&RT). 17. Sheet RP6—Consider relocating the existing CB at Sta. 1534+20 to the curb line on both sides of the street. You may be able to eliminate the need for so many other Type 1 CB's at this location. If these existing CB's are Type 1 catch basins,they will need to be changed to a Type 2 anyway if they are to remain in the new driving lane. 18. Sheet RP7—Waterline crossing of new storm line not shown in profile view between CB's at Sta. 1539+02(41'RT) and Sta. 1540+22(41 RT). 19. Sheet RP8—CB at Sta. 1544+49(38' RT)looks to be on top of an existing sewer line. Please verify that there is no utility conflict. 20. Sheet RP9—Type 1 catch basins located in the driving lanes of the street need to be changed to Type 2 catch basins. The storm system layout of on this sheet of how the two systems are tied together and connected to the vault should be reviewed to see if it can be designed in a way to eliminate some CB's. H:\Divisions\TRANSPOR.TAT\DESIGN.ENG\Rob\SR 169-Maple Valley Improvements\Reviews\60%Stormwater Review.doc\RJS\tb 21. Sheet RP9—Need to show the downstream system for the vault along with calculations. On the plans it is unclear as to where the vault and oil/water separator discharges. 22. Sheet RPl 1 —The Existing CB where the new storm system connects to the existing storm system on the Cedar River Park Parking may need to be changed to a new Type 2 CB due to the number of pipes currently entering and leaving the existing structure. 23. Type A Barrier and the Typical Section detail on Sheet S-10 and S-3 respectively, show an under drain. How will the under drain be connected to the storm system or will it be day lighted? It appears that it will be below the lower finished grade,so it must have to be connected to the storm system to allow for proper drainage. Where will the connection be made? If you have any questions,please see me or Allen Quynn. cc: Lys Homsby H:\Division.s\TRANSPOR.TAT\DESIGN.ENG\Rob\SR 169-Maple Valley Improvements\Reviews\60%,Stormwater Review.doc\PJS\tb CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 20, 2005 TO: Rob Lochmiller FROM: Allen Quynn Oz f �* SUBJECT: Maple Valley Highway Improvements—Phase 2 Project The Surface Water Utility Section has reviewed the 90% Design plans for the Maple Valley Highway Improvements—Phase 2 Project and has the following comments: 1. There is no profile for the storm system on the south side of the road. Sheets RP2, RP3 and RP4 show profiles only for the system on the northside of Maple Valley Highway. 2. An additional catch basin is needed at STA 1549 at the northeast corner of the intersection of Maple Valley Road and the on ramp to I-405 (see Sheet RP5 markup) 3. Remove the word "filter" and replace with "wet" in the naming of the wetvault on Sheet DD 1. 4. The sand filter detail on Sheet DD2 is missing an oil retaining baffle in the pre-settling cell. See design detail in the 2001 Western Washington Stormwater Manual (pg. 8-10). 5. There is no specification called out for the infiltration rate for the sand in the sand filter. The model assumes I7hr. The design sheet should the appropriate grain size for the sand which must match the modeled infiltration rate. If you have any questions or need additional information, please contact Allen Quynn at x-7247. cc: Ron Straka H:Tile Sys\SWP-Surface Water Projects\SWP 27-Transporation Projects(TIP)\Ivtaple Valley Highway Phase 2\90%storm review.doc RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT TRANSPORTATION SYSTEMS DIVISION DESIGN REVIEW Project: Maple Valley Highway Improvements Review Type: 90% Design Project Manager: Robert Lochmiller Phone#(425)430-7303 To: Attn: Date: Transportation Design Community Services Transportation Operations Fire Transportation Planning Police Storm Water Utility SPU Waste Water Utility Metro Water Utility Metro(KCDNR) Street Maintenance Puget Sound Energy Utility Maintenance Qwest Construction Inspection AT&T Cable Development Planning WSDOT Plan Review Boeing Planning and Technical Services Drainage District(DBM) Olympic Pipe Line PLEASE REVIEW AND RETURN THIS FORM WITH YOUR COMMENTS TO PROJECT MANAGER BY: December 16, 2005 Reviewer check appropriate space(s): No comment Reviewed by: AlC*,j Q v Xn i) See comments below Date Reviewed: See comments attached See comments on Plans Approved by: �� r� t�. See comments on Specs Date approved: Comments: ��ee 4 f 0�/ I l:division.s\TRANSPOR.TAT\DESICN.EN, 169-Mapk Valley Improvenenls\Phase 2\1)rugu k.,,,%.;,,'C -nmYnt page.DOC Technical Memorandum www.peTteet.com Perteet Civil and Transportation Consultants 2707 Colby Avenue, Suite 900, Everett,WA 98201 (425)252-7700 / FAX(425)339-6018 TO: Rob Lochmiller City of Renton FROM: Lisa Theriault, PE Carl Einfeld, PE DATE: November 11, 2005 rRE: Maple Valley Highway Phase 2 Water Quality Treatment Calculations The following technical memorandum serves to demonstrate the calculations done thus far in support of the Maple Valley Highway Phase 2 Drainage Design. This information will ultimately be presented in the form of a Technical Information Report during the next submittal of this project. Working towards this format, some of the sections and tables are included herein, but will be filled in and finalized during the next submittal. Some of the information included herein was obtained from the October 2003 Hydraulics Report, submitted for the Maple Valley Highway(SR 169 MP. 22.80). r J:\Trans_Design\21031 -Maple Valley Highway\DrainageThase 2-Drainage\TechMemo 10-05.doc Perteet, Inc. August, 2005 TABLE OF CONTENTS SECTION 1: PROJECT OVERVIEW.......................................................................... 1 SECTION 2: CONDITIONS AND REQUIREMENTS SUMMARY ........................ 1 SECTION 3: OFFSITE ANALYSIS..............................................................................2 STUDY AREA DEFINITION...........................................................................................................................2 EastBasin.............................................................................................................................................2 WestBasin.............................................................................................................................................2 RESOURCEREVIEW....................................................................................................................................2 ' DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS...............................................................2 MITIGATION OF EXISTING OR POTENTIAL PROBLEMS.................................................................................2 SECTION 4: FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 3 EXISTINGSITE HYDROLOGY.......................................................................................................................3 DEVELOPED SITE HYDROLOGY...................................................................................................................3 FLOW CONTROL AND WATER QUALITY SYSTEM........................................................................................3 SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND DESIGN.......................4 SECTION 6: SPECIAL REPORTS AND STUDIES...................................................4 SECTION 7: OTHER PERMITS ..................................................................................4 SECTION 8: CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (CSWPPP) ANALYSIS AND DESIGN..............................................................4 ESCPLAN ANALYSIS AND DESIGN.............................................................................................................4 STORMWATER POLLUTION PREVENTION AND SPILL(SWPPS)PLAN DESIGN............................................5 SECTION 9: BOND QUANTITIES, FACILITY SUMMARIES,AND DECLARATION OF CONVENANT............................................................................. 5 SECTION 10: OPERATIONS AND MAINTENANCE MANUAL ........................... 5 LIST OF APPENDICES APPENDIX A: RELATED REPORTS APPENDIX B: FIELD PHOTOGRAPHS APPENDIX C: HYDRAULIC CALCULATIONS APPENDIX D: PROJECT FIGURES APPENDIX E: BOND WORKSHEETS APPENDIX F: OPERATIONS & MAINTENANCE MANUAL APPENDIX G: CONSTRUCTION PLANS Maple Valley Highway Phase 2 Page 11 Perteet, Inc. March, 2005 Section 1 : Project Overview This memorandum provides the calculations for the proposed water quality facilities for the Maple Valley Highway Phase 2 project. The drainage standards have changed since the October 2003 Hydraulics Report was submitted for the Maple Valley Highway(SR 169 MP. 22.80). The previous report was based on the WSDOT"ESA Stormwater Effects Guidance Instructional Letter IL 4020.02". The project will now be designed in accordance with the WSDOT Highway Runoff Manual, 2004 (2004 HRM). Accordingto the 2004 HRM, the project has been exempted from the detention p J p requirement because the project directly discharges into the Cedar River; the project will require an Enhanced level of water quality treatment. Also, the City of Renton has special provisions that apply to this project because it falls within an Aquifer Protection Area. These provisions generally state that the facilities must be contained within ' underground vaults, with no surface treatment. In addition, it should be noted that there is an interim phase of the project that is currently ■; in the design phase that will encompass only a portion of the final project. However, these facilities have been designed for the built out condition. Section 2: Conditions and Requirements Summary rY Design Element Criteria Design Reference Drainage Review Full Drainage Plan KCSWDM Table 2.1.2.A, Procedures and Drainage Plan Submittals Drainage Plans Downstream Level 1 downstream analysis—define, map KCSWDM Section 1.2.2.1, Analysis study area, resource review, field inspection, Downstream Analysis description Flow Control Exempted due to direct discharge to the Cedar 2004 WSDOT Highway River Runoff Manual Water Quality Runoff from pollution—generating impervious 2004 WSDOT Highway surfaces—or equivalent area Runoff Manual; Design flows - preceding detention: flow rate 1998 City of Renton at or below which 91% of the runoff volume, as Development Regulations, estimated by an approved continuous runoff Title 4 model, will be treated Design volume: 91scpercentile, 24-hour runoff volume based on the long-term runoff record generated in the threshold discharge area of concern as predicted based on a 1-hour time step - using WWHM2 o surface treatment: vaults only Maple Valley Highway Phase 2 Page 1 Perteet, Inc. August, 2005 Design Element Criteria Design Reference Conveyance New pipe systems and new ditches/channels: KCSWDM Section 1.2.4.1, System for developed onsite and existing offsite, Conveyance Requirements contain minimum of 25-year peak flow without for New Systems overtopping—may overtop for higher events, as long as 100-year doesn't create or aggravate "severe flooding problem" Special provisions are required by the City of Renton for projects within an Aquifer Protection Area(APA). The I-405 segment lies within the Zone 1 APA and the 140rh Way SE segment lies just outside the Zone 2 APA. Stormwater facilities within the Zone 1 APA are required to be underground vaults and biofiltration is not permitted. Specific material is required for pipelines within the Zone 1 APA. Section 3: Offsite Analysis Study Area Definition The proposed roadway improvements at the I-405 segment lies within two drainage basins, the West Basin and the East Basin. The two basins are split by a high point in the highway. They both drain to the Cedar River(see Fig. 2 in the Appendix). East Basin The following analysis demonstrates the downstream system, located on the south side of the highway within the East Basin(see Fig. 2 in the Appendix). The downstream conveyance system consists of 725 LF of 24-inch diameter concrete pipe that discharges to the Cedar River approximately 400 LF from the project limits. West Basin The following analysis demonstrates the downstream system, located under SR 405 and then parallels Houser Way(see Fig. 2 in the Appendix). The downstream conveyance system consists of 735 LF of 30-inch diameter concrete pipe and increasing up to 42-inch diameter, that discharges to the Cedar River approximately 1800 LF from the project limits. ■ Resource Review Refer to Maple Valley Highway(SR 169 MP. 22.85 to 24.80) Hydraulics Report October, 2003. Drainage System Description and Problem Descriptions Refer to Maple Valley Highway(SR 169 MP. 22.85 to 24.80) Hydraulics Report October, 2003. iMitigation of Existing or Potential Problems Refer to Maple Valley Highway(SR 169 MP. 22.85 to 24.80) Hydraulics Report October, 2003. Maple Valley Highway Phase 2 Page 2 Perteet, Inc. August, 2005 Section 4: Flow Control and Water Quality Facility Analysis and Design Existing Site Hydrology The project area is split into two basins, the east and west basin (see attached figures). The two basins are split by a high point in the highway. They both drain to the Cedar River(see Fig. 2 in the Appendix). Developed Site Hydrology The proposed water quality facilities within each basin are sized to treat the runoff from basin areas that are equivalent in size to the amount of new pollution-generating impervious surface proposed to be created during the Maple Valley Highway Improvements. Because it is often impractical to keep separate the runoff of the new impervious areas from the runoff of the existing impervious areas, especially for road widening projects, it is proposed to provide stormwater treatment facilities to treat the runoff for an equivalent (flow and pollution characteristics) impervious area. The improvements will create 35,300 square feet of new impervious area(see Fig. 2 in the Appendix). The equivalent areas are shown in the attached figures. Flow Control and Water Quality System The proposed treatment facility design for Enhanced Treatment within each basin consists of a two-facility treatment trains: wet vault/ basic sand filter vault. Water quality design parameters were determined using WWHM2. Basic sand filters are designed to collect and treat a minimum of 91% of the mean annual runoff volume, respectively. (This design routine is part of the WWHM2 program.) Wet vaults are designed to contain the volume of the water quality event as dead storage. The dead storage in the wet vaults was sized based on the volume water quality event using WWHM2. The vaults will contain baffle walls to provide a longer flow path with a length to width ratio of at least 3:1 and will include an extra half foot for sediment storage. The following table summarizes these facilities. Supporting calculations and figures are attached. DRAINAGE INFORMATION East Basin West Basin Proposed Pollution-Generating 0.48 ac 0.36 ac Impervious Surface (PGIS) from design Equivalent Basin Area 0.50 ac 0.37 ac Water Quality Volume 0.596 ac ft 0.441 ac ft WATER QUALITY VAULTS: 1)aq Basic Sand Filter(sand area) 23'xl2'x4' 20'xI2'x4' Wet Vault 27'xI6'x6' 20'xl6'x6' Maple Valley Highway Phase 2 Page 3 Perteet, Inc. August, 2005 Section 5: Conveyance System Analysis and Design Per the 1998 King County Surface Water Design Manual, Section 1.2.4, existing offsite conveyance systems proposed to be used for direct discharge shall meet the same conveyance requirements specified for new systems, which states that new systems shall be designed with sufficient capacity to "convey and contain (at minimum) the 25-year peak flow...." Further conveyance design to be included in the next submittal. Section 6: Special Reports and Studies See Geotechnical Engineering Report, Maple Valley Highway(SR-169) HOV 140`h Way SE to SR-900, Renton Washington, March 2003. Groundwater was observed in the test borings in the proximity of the West vaults at the time of evaluation. Although it is recognized that these conditions can vary due to seasonal precipitation patterns, it has been determined that vault buoyancy should not be an issue. Section 7: Other Permits - To be included in the next submittal. Section 8: Construction Stormwater Pollution Prevention Plan (CSWPPP) Analysis and Design ESC Plan Analysis and Design The project consists of the installation of roadway improvements and the installation of stormwater vaults, constructed in relatively flat ground in medium erosive soils. The majority of the permanent cover will be provided by asphalt paving and concrete. Additional permanent erosion control will be provided by hydroseeding the limited number of disturbed unpaved areas. During construction, BMPs will be used to reduce erosion and sediment laden runoff, and to remove sediment from the runoff. BMPs proposed are listed below. • Silt fence will be placed on the project perimeter. The flat nature of the site will make silt fence an effective BMP for removing coarse to medium grained sediment. • Proprietary catch basin inserts will be placed in all new and existing catch basins 1 receiving runoff from the disturbed areas of the project. They will serve as the first line of defense for removing sediment from runoff water. • Existing vegetation will be preserved to the maximum extent possible. However, the construction activities may extend close to the edge of right of way, so the Maple Valley Highway Phase 2 Page 4 Perteet, Inc. August, 2005 total amount of vegetation preserved may be small. Preserving existing vegetation protects underlying soils from erosion and can remove sediment from runoff that runs across it. • Sweeping will be required daily. The nature of the project precludes the use of a standard rocked entrance. Vehicles leaving the site will track dirt on to the adjacent pavement, which will act as the construction entrance. This pavement will need to be cleaned regularly. • After the site is stabilized all storm facilities will be cleaned to prevent remaining sediments from leaving the site when the erosion control BMPs are removed. Due to the inclusion of adequate erosion control measures, as well as a net water quality benefit to the area as a result of this project, it is presumed that this project does not pose a negative degradation of critical areas and resources, such as downstream wetlands and fish-bearing streams. Stormwater Pollution Prevention and Spill (SWPPS) Plan Design To be included in the next submittal. Section 9: Bond Quantities, Facility Summaries, and Declaration of Convenant To be included in the next submittal. Section 10: Operations and Maintenance Manual To be included in the next submittal. Maple Valley Highway Phase 2 Page 5 Perteet, Inc. March, 2005 Appendices Appendix A: Related Reports Appendix B: Field Photographs Appendix C: Hydraulic Calculations Appendix D: Project Figures Appendix E: Bond Worksheet Appendix F. Operations & Maintenance Manual Appendix G: Construction Plans Maple Valley Highway Phase 2 Perteet, Inc. August, 2005 Appendix A: Related Reports Refer to: Ma le Valley Highway SR 169 MP. 22.85 to 24.80 Hydraulics Report, October 2003. Geotechnical Engineering Report, Maple Valley Highway(SR-169) HOV 140th Way SE to SR-900, Renton, Washington, March 2003 Maple Valley Highway Phase 2 Perteet, Inc. August, 2005 Appendix B: Field Photographs To be included in next submittal. Maple Valley Highway Phase 2 Perteet, Inc. August, 2005 Appendix C: Hydraulic Calculations Maple Valley Highway Phase 2 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 WESTERN WASHINGTON HYDROLOGY MODEL V2 PROJECT REPORT Project Name: East—Basic Site Address: City Report Date : 11/10/2005 Gage Seatac Data Start 1948 Data End 1998 Precip Scale: 1.00 PREDEVELOPED LAND USE Basin Basin 1 Flows To Point of Compliance Groundwater: No Land Use Acres IMPERVIOUS: 0 .5 DEVELOPED LAND USE Basin Basin 2 Flows To East Filter GroundWater: No Land Use Acres IMPERVIOUS: 0 .5 RCHRES (POND) INFORMATION Filter Name: East Filter Filter Flows to : Point of Compliance Hydraulic Conductivity (in/hr) : 1 Filter Material Depth: 1 Filter Material: Volume Filtered (acre ft) : 59. 39 Percent of Total Volume: 00 .00 Pond Rain / Evap is not activated. Dimensions Depth: 4ft. Bottom Length: 23ft/ Bottom Width 12ft. Side slope 1: 0 To 1 J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-1 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 East Basic Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Volume at Riser Head: 0.019 acre-ft. Discharge Structure Riser Height: 3 ft. Riser Diameter: 12 in. Pond Hydraulic Table Stage(ft) Area(acr) Volume(acr-ft) Dschrg(cfs) Infilt(cfs) 0.000 0.006 0.000 0.000 0.000 0.100 0.006 0.001 0.000 0.007 0.200 0.006 0.001 0.000 0.007 0.300 0.006 0.002 0.000 0.008 0.400 0.006 0.003 0.000 0.008 0.500 0.006 0.003 0.000 0.009 0.600 0.006 0.004 0.000 0.009 0.700 0.006 0.004 0.000 0.009 0.800 0.006 0.005 0.000 0.010 0.900 0.006 0.006 0.000 0.010 1.000 0.006 0.006 0.000 0.011 1.100 0.006 0.007 0.000 0.011 1.200 0.006 0.008 0.000 0.012 1.300 0.006 0.008 0.000 0.012 1.400 0.006 0.009 0.000 0.012 1.500 0.006 0.010 0.000 0.013 1.600 0.006 0.010 0.000 0.013 1.700 0.006 0.011 0.000 0.014 1.800 0.006 0.011 0.000 0.014 1.900 0.006 0.012 0.000 0.014 2.000 0.006 0.013 0.000 0.015 2.100 0.006 0.013 0.000 0.015 2.200 0.006 0.014 0.000 0.016 2.300 0.006 0.015 0.000 0.016 2.400 0.006 0.015 0.000 0.017 2.500 0.006 0.016 0.000 0.017 2 .600 0.006 0.016 0.000 0.017 2 .700 0.006 0.017 0.000 0.018 2 .800 0 .006 0.018 0.000 0.018 2 .900 0 .006 0.018 0.000 0.019 3 .000 0.006 0.019 0.000 0.019 3 .100 0 .006 0.020 0.308 0.020 3 .200 0 .006 0 .020 0.871 0.020 3 .300 0.006 0.021 1.600 0.020 3 .400 0.006 0.022 2.464 0.021 3 .500 0.006 0.022 3 .443 0.021 3 .600 0.006 0.023 4.526 0.022 3 .700 0.006 0 .023 5.704 0.022 3 .800 0.006 0.024 6.969 0.023 3 .900 0. 006 0.025 8.315 0.023 4.000 0.006 0.025 9.739 0.023 1 J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcs11-10-05.doc Page Calc-2 Perteet, Inc. Water Quality Calculations I Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 East-Basic ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(cfs) 2 year 0 .124876 5 year 0.151829 10 year 0 .169251 25 year 0.190987 50 year 0.207064 100 year 0.223098 ' Flow Frequency Return Periods for Developed Unmitigated Return Period Flow(cfs) 2 year 0 .124876 5 year 0 .151829 10 year 0 . 169251 25 year 0.190987 50 year 0.207064 100 year 0 .223098 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0 . 105674 5 year 0 . 140321 10 year 0 . 162223 25 year 0. 188905 1 50 year 0 .208161 100 year 0 .226955 Yearly Peaks for Predeveloped and Developed-Mitigated Year Predeveloped Developed 1949 0. 128 0. 130 1950 0. 182 0 . 172 1951 0.123 0 . 123 1952 0.112 0 . 093 1953 0.100 0 . 084 1954 0 .119 0 . 096 1955 0 .127 0. 113 1956 0.123 0.118 1957 0. 139 0 . 138 1958 0 . 127 0 . 087 1959 0 . 097 0 . 096 1960 0 .121 0 . 119 1961 0.106 0 .097 1962 0. 109 0 .066 1963 0. 104 0 .073 1964 0. 123 0 .058 1965 0. 110 0 . 081 1966 0. 109 0 . 106 1967 0. 164 0 . 161 1968 0. 186 0 . 131 J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-3 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 East-Basic 1969 0.099 0.097 1970 0.109 0.108 1971 0.107 0.101 1972 0.151 0.149 1973 0.100 0.083 1974 0.109 0.079 1975 0.144 0.138 1976 0.099 0.100 1977 0.128 0.067 1978 0.166 0.158 1979 0.164 0.075 1980 0.135 0.131 1981 0.150 0.150 1982 0.204 0.208 1983 0 .152 0.136 1914 0 .113 0.070 1985 0.108 0.109 1986 0.131 0.131 1987 0.189 0.134 1918 0 .091 0.073 1989 0 .114 0.0S1 1990 0.204 0.202 1991 0.192 0.190 1992 0.113 0.109 1993 0.078 0.065 1994 0.094 0.049 1995 0.117 0.089 1996 0.134 0.131 1997 0.130 0.127 1998 0.143 0 .103 Ranked Yearly Peaks for Predeveloped and Developed-Mitigated Rank Predeveloped Developed 1 0.2041 0.2022 2 0.1917 0.1900 3 0.1894 0.1720 4 0.1859 0.1609 5 0.1819 0.1583 6 0.1656 0.1503 7 0.1644 0.1492 8 0.1637 0.1383 9 0.1516 0.1375 10 0.1514 0.1364 1 11 0.1501 0.1336 12 0. 1436 0.1310 13 0.1427 0.1308 14 0.1390 0.1307 15 0.1346 0.1307 16 0.1342 0.1301 17 0. 1311 0.1267 18 0.1304 0.1228 19 0.1278 0.1192 J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-4 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 East-Basic 20 0.1277 0.1184 21 0.1274 0.1135 22 0.1265 0.1095 23 0.1231 0.1089 24 0.1230 0.1079 25 0.1229 0.1065 26 0.1205 0.1034 27 0.1188 0.1010 28 0.1166 0.0995 1 29 0.1144 0.0974 30 0.1135 0.0970 31 0.1130 0.0962 32 0.1116 0.0958 33 0.1102 0.0931 34 0.1093 0.0888 35 0.1093 0.0875 36 0.1092 0.0840 37 0.1091 0.0832 38 0.1065 0.0810 39 0.1066 0.0785 40 0.1057 0.0750 41 0.1035 0 .0733 42 0.1003 0 .0725 43 0.0995 0 .0701 44 0.0993 0 .0670 45 0.0988 0 .0659 46 0 .0972 0.0648 47 0.0936 0 .0579 48 0 .0912 0.0510 49 0.0782 0.0490 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass/Fail 0.0624 1178 547 46.0 Pass 0.0639 1099 512 46.0 Pass 0.0654 1018 484 47 . 0 Pass 0.0668 934 464 49.0 Pass 0.0683 863 443 51. 0 Pass 0.0697 804 417 51.0 Pass 0.0712 746 390 52 . 0 Pass 0.0727 696 361 51. 0 Pass 0.0741 644 342 53 .0 Pass 0.0756 602 323 53 . 0 Pass 0.0770 567 311 54 .0 Pass 0.0785 522 293 56.0 Pass 0.0800 481 271 56.0 Pass 0.0814 444 257 57.0 Pass 0.0829 420 240 57.0 Pass 0 .0844 395 229 57.0 Pass 0.0858 373 216 57.0 Pass 0.0873 336 203 60.0 Pass 0.0887 318 194 61.0 Pass J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI 1-10-05.doc Page Calc-5 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 East-Basic 0 .0902 292 180 61.0 Pass 0.0917 273 168 61.0 Pass 0.0931 246 156 63 .0 Pass 0.0946 232 146 62.0 Pass 0.0960 214 140 65 .0 Pass 0.0975 202 124 61.0 Pass 0.0990 190 118 62 .0 Pass 0.1004 182 112 61.0 Pass 0.1019 166 108 65.0 Pass 0.1033 158 101 63 .0 Pass 0.1048 144 95 65.0 Pass 0.1063 138 90 65.0 Pass 0.1077 129 85 65.0 Pass 0.1092 123 80 65.0 Pass 0.1106 107 74 69.0 Pass 0 .1121 101 71 70.0 Pass 0 .1136 96 66 68 .0 Pass 0 .1150 90 63 70 .0 Pass 0.1165 87 61 70.0 Pass 0.1110 82 57 69.0 Pass 0.1194 79 53 67.0 Pass 0.1209 72 52 72 .0 Pass 0.1223 65 51 78.0 Pass 0 .1238 61 47 77 .0 Pass 0.1253 57 46 80 .0 Pass 0.1267 52 42 80.0 Pass 0.1282 49 41 83 .0 Pass 0 .1296 45 39 86.0 Pass 0.1311 43 31 72 .0 Pass 0 .1326 40 29 72 .0 Pass 0 .1340 39 28 71.0 Pass 0 .1355 35 28 80 .0 Pass 0.1369 34 27 79.0 Pass 0.1384 33 24 72 .0 Pass 0 .1399 30 23 76.0 Pass 0 .1413 30 23 76.0 Pass 0 .1428 29 23 79.0 Pass 0.1442 27 23 85.0 Pass 0 .1457 26 22 84 .0 Pass 0.1472 26 22 84 .0 Pass 0.1486 24 21 87 .0 Pass 0 .1501 24 20 83 .0 Pass 0 .1516 21 16 76.0 Pass 0 .1530 19 14 73 .0 Pass ' 0 .1545 19 13 68.0 Pass 0.1559 19 13 68 .0 Pass 0.1574 17 13 76.0 Pass 0 .1589 17 12 70 .0 Pass 0 .1603 16 12 75 .0 Pass 0 .1618 16 10 62 .0 Pass 0 .1632 14 10 71. 0 Pass 0 .1647 12 10 83 .0 Pass 0.1662 10 9 90 . 0 Pass J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-6 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 East-Basic 0. 1676 10 9 90.0 Pass 0. 1691 10 8 10.0 Pass 0.1705 10 7 70.0 Pass 0.1720 10 7 70.0 Pass 0.1735 10 6 60.0 Pass 0.1749 10 6 60 .0 Pass 0.1764 10 5 50.0 Pass 0.1778 10 5 50 .0 Pass 0.1793 9 5 55.0 Pass 0.1808 9 4 44.0 Pass 0.1822 7 4 57.0 Pass 0.1837 7 4 57.0 Pass 0.1852 6 4 66.0 Pass 0.1866 4 4 100.0 Pass 0.1881 4 3 75.0 Pass 0.1895 3 3 100.0 Pass 0.1910 3 2 66.0 Pass 0. 1925 2 2 100.0 Pass 0.1939 2 2 100.0 Pass 0.1954 2 2 100.0 Pass 0. 1968 2 2 100.0 Pass 0.1983 2 2 100.0 Pass 0.1998 2 2 100.0 Pass 0.2012 2 2 100.0 Pass 0.2027 2 1 50 .0 Pass - 0.2041 1 1 100.0 Pass 0.2056 0 1 n/a Fail 0.2071 0 1 n/a Fail The development has an increase in flow durations from 1/2 predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 y year flow. Water Quality BMP Flow and Volume. _ G On-line facility volume: 0.0596 acre-feet On-line facility target flow: 0.0705 cfs. Adjusted for 15 min: 0.0797 cfs. Off-line facility target flow: 0.0404 cfs. Adjusted for 15 min: 0.0457 cfs. program and accompanying documentation as provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI 1-10-05.doc Page Calc-7 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 East Basic IN i Or E j Y W � E view Scenario. TOW A— a� + E _ M , r.M v s i E a� J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcs 11-10-05.doc Page Calc-8 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 WESTERN WASHINGTON HYDROLOGY MODEL V2 PROJECT REPORT Project Name: West—Basic Site Address: City Report Date 11/10/2005 Gage Seatac Data Start 1948 Data End 1998 Precip Scale: 1.00 PREDEVELOPED LAND USE Basin Basin 1 Flows To Point of Compliance 1 GroundWater: No Land Use Acres', IMPERVIOUS: 0 .45 DEVELOPED LAND USE Basin Basin 2 Flows To West Filter GroundWater: No Land Use Acres IMPERVIOUS: 0 .45 RCHRES (POND) INFORMATION Filter Name: West Filter Filter Flows to : Point of Compliae Hydraulic Conductivity (in/hr) : 17 Filter Material Depth: 1 Filter Material: Volume Filtered (acre ft) : 53 .34 Percent of Total Volume: 00 . 00 Pond Rain / Evap is not activated. Dimensions Depth: Oft. Bottom Length: 20 .5ft. J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-9 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 West-Basic Bottom Width 12ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Volume at Riser Head: 0. 017 acre-ft. Discharge Structure Riser Height: 3 ft. Riser Diameter: 12 in. tPond Hydraulic Table Stage(ft) Area(acr) Volume(acr-ft) Dschrg(cfs) Infilt(cfs) 0.000 0.006 0.000 0.000 0.000 0.100 0.006 0.001 0.000 0.006 0.200 0.006 0.001 0.000 0.006 0.300 0.006 0.002 0.000 0.007 0.400 0.006 0.002 0.000 0.007 0.500 0.006 0.003 0 .000 0.008 0.600 0.006 0.003 0.000 0.008 0.700 0.006 0.004 0.000 0.008 0.800 0.006 0.005 0 .000 0.009 0.900 0.006 0.005 0.000 0.009 1.000 0.006 0.006 0 .000 0 .009 1.100 0.006 0.006 0.000 0.010 1.200 0 .006 0.007 0.000 0.010 1.300 0.006 0.007 0.000 0.011 1.400 0.006 0.008 0.000 0.011 1.500 0.006 0.008 0.000 0.011 1.600 0.006 0.009 0.000 0.012 1.700 0 .006 0.010 0.000 0.012 1.800 0.006 0.010 0.000 0.013 1.900 0.006 0.011 0 .000 0.013 2 .000 0.006 0.011 0.000 0.013 2 .100 0.006 0.012 0.000 0.014 2 .200 0.006 0.012 0 .000 0.014 2.300 0.006 0.013 0.000 0.014 2 .400 0.006 0.014 0.000 0.015 2 .500 0.006 0.014 0.000 0.015 2.600 0.006 0.015 0.000 0.016 2 .700 0.006 0.015 0.000 0.016 2.800 0.006 0.016 0.000 0.016 2.900 0.006 0.016 0.000 0.017 3 .000 0.006 0.017 0 .000 0.017 3 .100 0.006 0.018 0.308 0.017 3.200 0.006 0.018 0.871 0.018 3 .300 0.006 0.019 1.600 0.018 3 .400 0.006 0.019 2 .464 0.019 3 .500 0.006 0.020 3.443 0.019 3 .600 0.006 0.020 4.526 0.019 3 .700 0.006 0.021 5.704 0.020 3 .800 0.006 0.021 6.969 0.020 3 .900 0.006 0.022 8.315 0.021 4.000 0.006 0.023 9.739 0.021 J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Cale-10 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 West-Basic ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(cfs) 2 year 0 .112388 5 year 0.136647 10 year 0 . 152326 25 year 0 . 171888 50 year 0 . 186358 100 year 0 .20,0788 Flow Frequency Return Periods for Developed Unmitigated Return Period Flow(cfs) 2 year 0 . 112388 5 year 0 . 136647 10 year 0 . 152326 25 year 0 . 171888 50 year 0 . 186358 100 year 0.200788 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0 . 095461 5 year 0 . 12651 10 year 0 . 146109 25 year 0 . 169961 50 year 0 .187159 100 year 0 .203935 Yearly Peaks for Predeveloped and Developed-Mitigated Year Predeveloped Developed 1949 0 . 115 0 .117 1950 0 . 164 0 .153 1951 0 .111 0.111 1952 0 .100 0.084 1953 0.090 0. 078 1954 0.107 0 . 087 1955 0. 115 0 . 102 1956 0. 111 0 . 107 1957 0 . 125 0 .124 1958 0 . 114 0.079 1959 0 .087 0. 087 1960 0 .108 0. 108 1961 0 . 095 0 . 088 1962 0. 098 0 . 059 1963 0. 093 0 . 066 1964 0. 111 0 .052 1965 0 .099 0 .073 1966 0 .098 0 . 096 1967 0 .148 0 . 145 J:ATrans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Cale-11 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 West-Basic 1968 0.167 0.120 1969 0.089 0.088 1970 0.098 0.097 1971 0.096 0 .091 1972 0.136 0 .134 1973 0.090 0.078 1974 0.098 0.074 1975 0.129 0 .125 1976 0 .089 0 .090 1977 0.115 0 .060 1978 0.149 0.143 1979 0.147 0.067 1980 0.121 0.118 1981 0.135 0.136 1982 0.184 0.187 1983 0.136 0.123 1984 0.102 0.063 1985 0.098 0.098 1986 0.118 0 .118 1987 0.170 0 .118 ' 1988 0.082 0.065 1989 0.103 0.046 1990 0.184 0.182 1991 0.173 0.171 1992 0.102 0.098 1993 0.070 0.058 1994 0.084 0.044 1995 0.105 0.080 1996 0.121 0.118 1997 0.117 0.114 1998 0.128 0.094 Ranked Yearly Peaks for Predeveloped and Developed-Mitigated Rank Predeveloped Developed 1 0.1837 0.1819 2 0.1725 0.1710 3 0.1704 0.1533 4 0.1673 0.1453 5 0 .1637 0.1428 6 0 .1491 0 .1355 7 0 .1479 0.1343 8 0.1473 0 .1251 9 0.1365 0.1241 10 0.1363 0.1228 11 0.1351 0.1205 12 0.1292 0.1180 13 0 .1284 0.1178 14 0.1251 0 .1176 15 0 .1212 0 .1176 16 0 .1208 0 .1171 17 0.1180 0 . 1144 18 0.1174 0 .1107 J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsl1-10-05.doc Page Calc-12 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 West_Basic 19 0.1150 0.1076 20 0.1149 0.1071 21 0.1147 0.1020 22 0.1139 0.0984 23 0.1108 0.0983 24 0.1107 0.0974 25 0.1106 0.0963 26 0.1085 0.0935 27 0.1070 0.0910 28 0.1049 0.0896 29 0.1030 0.0876 30 0.1021 0.0876 31 0.1017 0.0868 32 0.1004 0.0866 33 0.0992 0.0841 34 0.0984 0.0801 35 0.0983 0.0789 36 0.0983 0.0781 37 0.0982 0.0778 38 0.0976 0.0735 39 0.0959 0.0730 40 0.0951 0.0671 41 0.0932 0.0664 42 0.0902 0.0651 43 0.0896 0.0633 44 0.0894 0.0604 45 0.0889 0.0593 46 0.0874 0.0582 47 0.0843 0.0524 48 0.0820 0.0462 49 0.0704 0.0444 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass/Fail 0.0562 1178 552 46.0 Pass 0.0575 1099 522 47.0 Pass 0.0581 1017 487 47.0 Pass 0.0601 934 466 49.0 Pass 0.0615 863 446 51.0 Pass 0.0628 806 426 52 .0 Pass 0.0641 746 396 53 .0 Pass 0 .0654 696 370 53 .0 Pass 0.0667 644 352 54.0 Pass 0 .0680 602 328 54.0 Pass 0 .0693 567 313 55.0 Pass 0 .0707 522 302 57.0 Pass 0.0720 481 277 57.0 Pass 0.0733 444 261 58 .0 Pass 0.0746 420 244 58.0 Pass 0.0759 396 233 58 .0 Pass 0 .0772 373 222 59.0 Pass 0.0785 336 205 61.0 Pass J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-13 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 West-Basic 0 .0799 318 194 61. 0 Pass 0 .0812 292 178 60 . 0 Pass 0 .0825 273 170 62 . 0 Pass 0 .0838 246 159 64 . 0 Pass 0 .0851 232 153 65 . 0 Pass 0 .0864 214 141 65 . 0 Pass 0 .0877 202 124 61. 0 Pass 0 .0891 190 117 61. 0 Pass 0 .0904 182 111 60 . 0 Pass ' 0 .0917 166 109 65 . 0 Pass 0.0930 156 99 63 . 0 Pass 0.0943 144 95 65 . 0 Pass 0 .0956 138 92 66 . 0 Pass 0 .0970 129 86 66. 0 Pass 0 .0983 121 81 66. 0 Pass 0 .0996 107 74 69. 0 Pass 0.1009 102 70 68 . 0 Pass 0.1022 96 66 68 . 0 Pass 0.1035 90 64 71. 0 Pass 0. 1048 87 62 71.0 Pass 0 .1062 82 60 73 . 0 Pass 0 . 1075 79 54 68 . 0 Pass 0. 1088 72 52 72 . 0 Pass 0 . 1101 65 50 76 . 0 Pass 0.1114 61 47 77 . 0 Pass 0 .1127 57 46 80 . 0 Pass 0 .1140 52 43 82 . 0 Pass 0 . 1154 49 41 83 . 0 Pass 0 .1167 45 38 84 . 0 Pass 0 . 1180 43 31 72 . 0 Pass 0 .1193 40 30 75 . 0 Pass 0 .1206 39 28 71. 0 Pass 0 . 1219 35 28 80 . 0 Pass 0 . 1232 34 27 79. 0 Pass 0 . 1246 33 25 75 . 0 Pass 0 . 1259 30 23 76 . 0 Pass 0. 1272 30 23 76. 0 Pass 0 . 1285 29 23 79. 0 Pass 0 . 1298 27 23 85 . 0 Pass 0 . 1311 26 22 84 . 0 Pass 0 . 1325 26 22 84 . 0 Pass 0 . 1338 24 21 87 . 0 Pass 0 . 1351 24 20 83 . 0 Pass 0 . 1364 21 18 85 . 0 Pass 0 . 1377 19 17 89. 0 Pass 0 . 1390 19 14 73 . 0 Pass 0 . 1403 19 13 68 . 0 Pass 0 . 1417 17 13 76. 0 Pass 0 . 1430 17 12 70 . 0 Pass 0 . 1443 16 12 75 . 0 Pass 0 . 1456 16 10 62 . 0 Pass 0 . 1469 14 10 71. 0 Pass 0 . 1482 12 10 83 . 0 Pass J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-14 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 West-Basic 0. 1495 10 9 90.0 Pass 0.1509 10 9 90. 0 Pass 0.1522 10 7 70. 0 Pass 0.1535 10 6 60.0 Pass 0.1548 10 6 60.0 Pass 0,1561 10 6 60.0 Pass 0.1574 10 6 60.0 Pass 0.1587 10 5 50.0 Pass 0.1601 10 5 50.0 Pass 0.1614 9 5 55.0 Pass 0.1627 9 4 44.0 Pass 0.1640 7 4 57.0 Pass 0.1653 7 4 57.0 Pass 0.1666 6 4 66.0 Pass 0.1680 4 4 100.0 Pass 0.1693 4 3 75.0 Pass ' 0.1706 3 3 100.0 Pass 0.1719 3 2 66.0 Pass 0.1732 2 2 100.0 Pass 0.1745 2 2 100 .0 Pass 0.1758 2 2 100.0 Pass 0.1772 2 2 100 .0 Pass 0.1785 2 2 100 .0 Pass 0.1798 2 2 100 .0 Pass 0 .1811 2 2 100 .0 Pass 0.1824 2 1 50.0 Pass 0.1837 1 1 100.0 Pass 0.1850 0 1 n/a Fail 0.1864 0 1 n/a Fail The development has an increase in flow durations from 1/2 predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. Water Quality BMP Flow and Volume. On-line facility volume: 0.0441 acre-feet On-line facility target flow: 0.0522 cfs. Adjusted for 15 min: 0.059 cfs. Off-line facility target flow: 0.0299 cfs. Adjusted for 15 min: 0.0338 cfs. program and accompanying documentation as provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI 1-10-05.doc Page Calc-15 Perteet, Inc. Water Quality Calculations Maple Valley Highway, Phase 2 Lisa Theriault Project No. 21031 11/10/05 West Basic ........... .___. H � 6� ,t X , h x M WEOtt Ni s i v / z ^ y Um El 41 k E � v .. s, J:\Trans_Design\21031 - Maple Valley Highway\Drainage\Phase 2 - Drainage\DrainageCalcsI1-10-05.doc Page Calc-16 Perteet, Inc. August, 2005 Appendix D: Project Figures i r i 1 i Maple Valley Highway Phase 2 r-- N n D I o p0 I V' -e!� WEST BASIN B IN NEW PGIS EIS AREA = 16,008 SF 9'2 IN SPLIT EAST BASINNEW AREA = 20,950 SF { �� '• �Y, 0. Ae- �;\ EAST BASIN EXISTING IMPERV. •�♦ * \ AREA = 83,684 SF 1 Y \ s ♦ a folk j N 1�e T pr pstp, • IPA Est, LJO uFm'r 60) MAPLE VALLEY HIGHWAY ' '✓;\�:. :✓-- _/- j= J/- _-mil 1 ``... ,` �� l 1 PHASE 2 - 1-405 VICINITY SCALE OVERVIEW OF DRAINAGE BASINS 1 0 150' 300' FEET EQUIVALENT AREAS ORE R ijf .......__ - fr, i " I i --- __ .. � _...._. _..._..._ .;nit i ,I•F i \ M u .c ..... .. .. t •. \_..._....._. ...._...._._.......... , i •r » 1546+00 i 1547+00 I ( BASIN AR \\ P i 1548+o j EQUIVALENT B .A = 0. 45 AC _ 0 A,A LE VA(_(• 11s4s+oq E ': , r - ... ` 15 � S : + o f \ ,s r _ f • � f , �NO// , ...emu..,.. �— a Ir h i 1 l , I � I. >�ic—i�� .c_.—.__ --nv-_�.,n:u...,:r- 1' I_..•'�-- _••-.-. fs,+ _-`t f r ,�r~ .._ ._ :t!:•. I' tl 4 .�`.:<"` �\ y ,..� 1.�.'ff al � t � 1. �1 ,L �i tiZr'.7rt1 --4422 w MAPLE VALLEY HIGHWAY I PHASE 2 - 1-405 VICINITY iALE - WEST DRAINAGE BASIN — .a � - m. 4 0 40 80 i n .y�wrwlf FEET EQUIVALENT AREA 41 ' / F- U- iu + .i— __ r. wn7'F+^/7'1L� C{'�3 �diJ PF f � J _ ' l •� �� i � �� ..'. Cie Z/ (10 % 7-7 C T-1 LAYbO A L, I J1 ,Z\ 1F.-ON 1---4,41 15 6+ 777 1535+00 VALLF� ............ ............ LE EQUIVAL/E NT BA�1� AREA 5 0. 0 AC .......... ..._ .--_..._G_u_3l- 9�et�n18 rA L ORAVEL MAPLE VALLEY HIGHWAY PHASE 2 - 1-405 VICINITY SCALE EAST DRAINAGE BASIN 40 0 FEET 40' 80' EQUIVALENT AREA T1 On u RE Perteet, Inc. August, 2005 Appendix E: Bond Worksheets To be included in next submittal. Maple Valley Highway Phase 2 Perteet, Inc. August, 2005 Appendix F — Operations & Maintenance Manual To be completed in next submittal. PRELIMINARY Operation & Maintenance of Drainage Facilities Task Frequency Inspect Catch Basins, Remove &Dispose Annually of Debris Collected Inspection of Vaults Annually ' Vaults: As needed, at least when sediment Remove &Dispose of Debris Collected collected is over 1 ft. depth in the bottom. Inspect Sand Filter Every 6—months Clean out Debris Replace Sand Material in Sand Filter Annually 1 Maple Valley Highway Phase 2 Perteet, Inc. August, 2005 Appendix G — Construction Plans Maple Valley Highway Phase 2 ' T. 23 R. 5 W.M. FA STPUL 0169(19) � N., E., ~ \ CONSTRUCTION NOTES: ' \ k ¢ STA. 1532+30 (29.0'LT) CB-99 TYPE 1 O CONSTRUCT PARTIAL CEMENT CONCRETE APPROACH TYPE 4 ro G.E. 4.98 WITH PEDESTRIAN CURB. PER WSDOT STD. PLAN F-4. a- a' \ \ � � w I.I.G.E.E. 49.98 STA. 1534+00 (28.2'LT) \ ^L a CB-103 TYPE 2 48- DIA. W/ n °'"c \ ut a F- OPEN GRATE PER CRY STD. PLAN O3 REMOVE AND RELOCATE ROCK WALL AS DIRECTED BY THE D v! STA. 1532+30 35.01T ENGINEER INCLUDED IN PROPERTY RESTORATION \ ( ) G.E. 54.4E )• ' \ 0 CB-101 TYPE 2 48" DIA CUT'do RECONNECT IX. ? W/ SOLID LID PER CITY STD. PLAN 24" SD I.E. APPROX. O SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. z °a SPECS, FTE PRIOR TO 00 3 ADJUST UTILITY VAULT TO GRADE. 0 ASPHALT Q 0 wa t G.E. 55.70 CO O \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ a'aRarvG H- <0 z u,m m CUT & RECONNECT EX. 24" 6 ADJUST MANHOLE TO GRADE u6 6~_=F r i n g SO I.1- 46.60 (12-) PROP. R/W O w w o a.N + -- <0- I.E. 45.60ER POTHOLE EASEMENT -_ --t2 REMOVE FIRE HYDRANT AND INSTALL NEW FIRE HYDRANT w 0 w a�O ^a. N w TO C VERIFY PRIOR -�- 10 4 Q PER CITY STD. PLAN BR24. = TO CONSTRUCTION 1}•- z (D w w cv ~' 2 a 0 13 _ O ADJUST VALVE BOX TO GRADE SS mm m '�" r R/W 7 -- ------ --- --- -- -- F7 - ---- FILL o -�--SS SS SS _ _ FlL�=.-- FlLL LL BP 10 REMOVE CHAINLINK FENCE AND GATE AS REQUIRED TO a } w _ '•:; •... '�'• © VAUNT CONSTRUCT B PROTECT IMPROVEMENTS. CSI BY STI PSE. DURING Q - ILL ILL ILL ILL '�:. "I :. CV -G G G 10,••• EXISTING 24" SO PIPE G G --G 13 CONSTRUCTION. --' BT to C3 ------ ------ _------- ---- --- � --g G _G ti -B'f--- ' SS SS G G --2i'S ST2 LF 8 Q }, BT BT 6f 4 SL=56.30E 1153 F--Z +00 1531+00 1532+00 -3 - - 1533+00 - _ - - w 3-1GENERAL NOTES: ' < MAPLE VALLEY HIGHWAY (SR169) Z Q 1. SEE ALIGNMENT PLAN FOR ALIGNMENT INFORMATION. J 4 CB-10 28• gr J Lu W 2 REMOVPAVEMED AS REQUIRED TON-r, CURB, GUTTER ACONSTRUMALK CTT THE BE d. 26' RT 28' ITT CS-100 -�- =LI..I IMPROVEMENTS AND AS SPECIFIED IN SPECIFICATION Q -__--- SECTION 2-02. - ---- -------- ------- --- ------ -------- ' w yT -- ----- #- - - _ w,�; `.:-••.. �_„W ~Q 3. S FOR SIGNAL ADJUSTMENTS AND .� �.. SEE SIGNAL PLAN '� IMPROVEMENT. �� orrcH 4. SEE SIGNING AND ILLUMINATION PLANS FOR SIGN AND �- - - - T - - - - - - il' arcH - - - --�- - - LUMINAIRE REMOVALS.ADJUSTMENTS AND IMPROVEMENT. ' DRAINAGE DITCH 5. DRAINAGE STRUCTURE OFFSETS SHOWN ARE TO CENTER OF TRANSITION PRONDE r -- --C- --- CUT OF STRUCTURE. POSITIVE DRAINAGE C - 1 d -� ~ 6. UNDERGROUND UTILITIES ARE KNOWN TO EXIST IN THE AREA TO NEW DITCH �� '_s L-BLit R/W DRAINAGE DITCH PER OF CONSTRUCTION. THE LOCATIONS OF EXISTING UTILITIES OT C� I SECTION A SHEEP R51 � SHOWN ON THE PLANS ARE APPROXIMATE AND DO NOT RECONSTRUCT ,o REPRESENT ALL UTILITIES IN THE AREA IT IS THE EXISTING DITCH +w RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY EASEMENT +a OWNERS FOR LOCATIONS AND TO NOTIFY THE ENGINEER n~ PROMPTLY OF ANY CONFLICT.THE ONE CALL NUMBER FOR J z UNDERGROUND UTILITIES IS 1-800-424-5555. 7. CENTERUNE PROFILE ELEVATIONS SHOWN AT 25' INTERVALS. I 65 100 o 65 0 00 =v; +� + A 1533+7 (29.0' ITT) w 60 GB 1 2+90 (29. ' RT) B-102 TYPE 1 <A In 60 e EXISTING GRADE LE 12 -' 5.52 �- PROPOSED GRADE E 50.58 - - LE 5 .12 Q -0.317 -- ---- 55 LL1 Z_ 50 12" SD 90 LF SL 0.607. J 50 EX. " WATER U - I 12" SD 18 LF I- SL=8.287 Q 55.85 55.76 55 7 5.59 55.51 55.44 55 8 5.28 55.20 55.13 55. TOC LEFT MED LEFT SCALE 55.92 55.85 55 5.69 55.61 55.54 55 5.38 55.30 55.23 55.15 MCL ED RIGHT 55.56 55.77 55 5.59 1 55.51 1 55.44 55.36 P5.28 55.20 1 55.13 55. 0 TOC RIGHT 20 10 0 FEET 20 40 1530+00 1531+00 1532+00 1533+00 1534+00 J. E/Ncc� �0 90% SUBMITTAL - CITY OF RENTON 1D-24-05 o R 24043 �� irc -• 1'-�' CITY OF MAPLE VALLEY HIGHWAY(SR169) crsreP �� Perteet- °""` RENTON '�/qy�L ENG rs IMPROVEMENTS:PHASE 2 .zszsz-nooiraoo-ersesoa DATUM im,c,p,, CdE � T Planning/Building/Public Works Dept RP1 IXPIRES: 11 2s E ,� ��, NO. REVISION BY DATE APPR - PLAN AND PROFILE 14 A-NNNNAA L STA 1534+64 (26.2'LT) - T. 2 3 N., R. 5 E., W.M. FA STPUL 0169(19) !F- CB-107 TYPE 2 48" DIA OPEN GRATE PER CITY STD. pyN LOCATION TO BE Si 1536+08 (29.0'LT) ~ SEE SPECS. VERIFIED BY ENGI �-- 21 GB-108 TYPE 2-48" DIA. \ STA 1537+55 (29.0'LT) CONSTRUCTION NOTES: G.E. 55.66 CONSTRUCT AlRATE PER CITY 6 E. 46.80 (W,SE) ONLY \ STD. PLAN SEE SPECS. 15 7 15 CB-111 TYPE 1 Oj ADJUST CATCH BASIN TO GRADE. � I.E. 47.26 (NW) CB-141 \ ,,7�.��,y \\\\\\\\\\\\ \ \ P G.E. 55.75 12"y 22 LF 1Z" SD 22 LF i O.S5SX SEEy�� I. v''a l J EASEMENT V I.E 51_36_ - -10'707. CB-140 I.E�9.00 (SE) �\ _ 4 SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. STA. 1534+42 .2'L SEE SHT. DD 33 4 \ BUILDING _�- - ----� - -- FILL O 19 �__.�_ FILL FILL Flu. FILL OO ADJUST MANHOLE TO GRADE - 19 EXISTING FILL - \ 10 PROP. R/W 9 O7 REMOVE FIRE HYDRANT AND INSTALL NEW FIRE HYDRANT PER GATE CITY STD. PLAN Ell -. O O REMOVE CONCRETE RETAINING WALL AND STEEL HANDRAIL 19 < 4 •• O 10 REMOVE CHAINUNK FENCE AND GATE AS REQUIRED TO BP .-r..... • y. .'•. ^ \ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ 12' SD 147 SL=0.60. + CONSTRUCT IMPROVEMENTS. ' z 00 Q _ __ - ,� ILL IL E 12" SO 147 LF SL=O. X R a 14 MAINTAIN h PROTECT EXISTING STORM PIPE r- r + G (35 T G ILL Li 15 REMOVE BUILDING. w Ir G �2 a 5�15' �r RIS R TO BE REMOVED REMOVE � M SS Bi 4 BT BT ,u�4T------8T 1 + BT BT U 17 REMOVE IRRIGATION BOX. W LC) 19 1536+00:1 _ _ _ - - - ' < r _ 0 -- Z 19 ABANDON/REMOVE STORM DRAIN. 20 -- Q Ur 8 - - - f535+9 -- ------ --�� -- -----------------------1- --------------------- (n = Z 00 - -� LT 6 �- 12" SO BO LF MAPLE VALLEY HIGHWAY (SR169J W Q ® REMOVE CATCH BASIN. 12"SO -I 21 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 4 10 Q N 7' LT a o 19 Z 0 WITH PEDESTRIAN CURB, PER WSDOT STO. PLAN F-4. SEE _ W CB-147 -J LtJ DRAWING NO DWI FOR DRIVEWAY PROFILE. (Pg. RP-61 >" Z CB-148 23 CB-112 =Lill ® REMOVE EXISTING GATE LLI -' Ca 5 CB-109 4 41' RT- CB-142 'w• CONNECT EXISTING STORM J w-J CB-104 33' RT 30' B - -- ----- ---- PRIOR TO CONSTRUCTION DRAIN TO CATCH BASIN. VERIFY IE U © LpJ= - ------ ---- - ----- Q --rs -- ------- ------ r ® REMOVE BOLLARD. U ■ SD SD 3D ILL! ~ rep FlLL - W © TD CONSTRUCT TYPE 1 IMPACT ATTENUATOR PER WSDOT S . PLAN FILL _ _ C-12. FOR CANTILEVER SIGN STRUCTURE NO. 1 SEE SHEET IL1 C LL SD SC SD .. p S FOR LOCATION. L FILL 14 14 ;7. MAINTAIN EXISTING O REPLACE EXISTING CB WITH TYPE 2 C8 48" DIA W/ SOLID ' CB-106 19 14 Ao DITCH LOCKING LED TO GRADE PER CITY Si PLAN, SEE SPECS. 9 CEI-149 21 STA 1537+20 14 O 60" DIA. TYPE 2 CATCH BASIN. 13 STA 1534+86 - STA. 1535+17 (49.7'LT) R/W ® EAST SAND FILTER, SEE SHEET DD2. HORIZONTAL VAULT F ❑ 21 CB TYPE 2 48" DIA ❑ LOCATIONS SHOWN ARE INSIDE CORNER OF WALL ' CONNECT TO 1 W SOLID UD EXISTING CB < 12" SO 105 LF G.E. 55.20 H ® EAST STORM VAULT SEE SHEET DDT. HORIZONTAL VAULT MATC EXISTING SL=4R APPROX. LE- MATCH EXISTING LOCATIONS SHOWN ARE INSIDE CORNER OF WALL DITCH na REPLACE EXISTING 12" W/NEW 12" 27LF SD O INSTALL ELASTOMERIC BEARING PAD AT THE DIRECTION OF THE u�a AT EXISTING SLOPE do ELEVATION ENGINEER. ao ' �z STA 1534+ (31.3 f2T� I`` STA 1�34+61 (36.�' RT) � I � GENERAL NOTES: CB-104 E 2 48" D f CB-148 TYPE 2 48" DIA I G.E. 54.43 G.E. 54.49 ! ( I SEE SHEET RP1 ' I.E. 49.09 STA 1534-18 (34.2' R) I.E. MATCH EXIST=48.98 CB-147 E 2 72" CA (SE250' V.C. ' Q U G.E.E 54. 65 4 L SHT 002 I ( I I 65 + I.E. NE 47.35 I o I I + STA II1534+35 (341.0' RT) STA 1535+ 1 (41.0' RT) i + 0 C8-p05 60" DIA E 2 p CB-54 E 1 60 G.E bbbbtUD IX. 16' TER LINE G.E.G.E 54.92 I STA 1536+ 1 41.0 R o W S UD UD FIELD VERIFY DEPTH Ln I.E. 51.48 �n ( ST 1537+55 41.0' RT) - CB-142 TYPE 1 _1 i 60 I.E. 7.59 E,W a PRIOR TO�CIDNSTRUCTI N ( �.id ,i, I 55.53 Q 4 Nan G.�. E I.E 1.80 (N) I-ii n I.E. 51.95 I{ ( I.E1 52.40 Q P OPOSED G E p IXIiC GRADE f I 5 i �- 1 SO DI 6 55 S 3.33% a w 0.3 7. 0.44% I - -- ---- ----- W 55 . t. J I 12" SD 94 LF SL 0.50% 1 12" SDI 94 IF Si -50R 1T� SD 85 LF SL=0.84x J 50 - - -- --- IX. WATER NE I I = 50 UTZ•sa - I U SL�8789, WAA RUNE POTH LE7#1015W i Q Q ON /22/03 MAINTAIN 12 VERTICAL TOP OF PIPE=51 4-4 12" SO 15 LF I SL=1.605 WATER LINE j $TA 1534+3f (41.0' RT) EI-106 TYP 1 .E. 54.34 ' TOC LEFT 55 5 55 13 55.20 55.28 5135 55.43 55.52 55.60 5569 55.79 55.89 55.99 5609 56.20 56.31 56.42 56. 3 TOG LEFT SCALE MED LEFT MED LEFT CL 55 15 55 23 55.30 55.38 55 45 55,53 55.62 55.70 5579 55.89 55.99 56.09 56 19 56.30 56.41 56.52 56. 3 CL MED RIGHT MED RIGHT TOC RIGHT 55 0 54 95 54.96 55.04 55,1 55.19 55.28 55.36 55 45 I55.55 55.65 55.75 55 85 55.96 56.07 56.18 56. 9 TOC RIGHT 20 10 0 FEET 20 40 1534+00 1535+00 1536+00 1537+00 1538+00 90% SUBMITTAL w 1"�� w° �% s CITY OF CITY OF RENTON 10-2 -05 o R 24043 Co mill MAPLE VALLEY HIGHWAY(SR169) Fff�CIST -G�� Perteet rt �.. ra w RENTON IMPROVEMENTS:PHASE2 �zszsz-Wool iaoo-sisssoo I DATUM EXPIRES: 11 25 2�oicoey�w.,",Si- aIE I � Planning/Building/Public Works Dept. GRP2 ' e..nn.w�. sem' NO. REVISION BY PLAN AND PROFILE 15" A-NNNNAA T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) EXISTING ABANDONED �I STA 1539+23 (30' LT) SANITARY SEWER ' 30' LT CONSTRUCTION NOTES: (n END CEMENT GONG. BEGrA A SIDBEGE 6 EXTRUDED CURB BPCURB ANO GUTTER - 1 { SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. STA 1538+65 48.5'LT-50.5•L END CEMENT CONIC. SIDEWALK MATSTINGd SIDEWALK A.P. MATCH EXISTING1540+42 (29.0' ADJUST MANHOLETO GRADESTA 1538+54 48.5'LT-50.5'L STA. 1539+02 (29.0'L17 o 17 TYPE 1 \\\\\\ STA. 541+62 (29.0'L1) 19 TYPE 1 O REMOVE FIRE HYDRANT AND INSTALL NEW FIRE HYDRANT PER SIDEWALK A.P. CB-113 TYPE 1 ut � 56.74 G.E. 56.40 In ' 53.03 �� 53.811 CRY STD. PLAN BR24. PROP. R/W 4 I.E. 52.24 STA 154 +45 3 "L 1E 10 ' EASEMENT I i G ARDRAII ELEVATION SHEET S-5 ...........�, .... ... ...X.. © ADJUST VALVE BOX TO GRADE. --_ a BUILDING R/W - O REMOVE CONCRETE RETAINING WALL AND STEEL HANDRAIL -- REMOVE REMOVE CHAINLINK FENCE AND GATE AS REQUIRED TO PROPANE G 17 X 29 CONSTRUCT IMPROVEMENTS. TANK 7 '�' IITilG �' ' .. - ErE sl0 O VAULTS TO BE RELOCATED BY PSE PO PER W500T STD. i A 0+ 5 40' L ew 12 O .4_.. .,. l'.. '. u7 '"4.:n a'.: ...•.•• '"<• SS 9 SS SS O 18 INSTALL TYPE 1 GUARDRAIL WITH 11' POST, P w STA 3 32' L o. -0 PLAN C-1. SEE DETAIL SHEET XX. N 10 !! PROP 10 ` 1 132 LF G 12 (�J 17 REMOVE IRRIGATION BOX. ' a Q 9 G Sir .60X I AP 8 I P In O' 19 ABANDON/REMOVE STORM DRAIN. ILL ILL 8 9 ® REMOVE CATCH BASIN. BTU-87 _ - - _ - Q Z CONNECT EXISTING STORM DRAIN TO CATCH BASIN. VERIFY IE Z Q '- - - - - - - - _ _� - - --� ------ - ----- -� - -- - PRIOR TO CONSTRUCTION. --------- ------ -� ______ - (n -- _ } Q -- MAPLE VALLEY HIGHWAY (SR169) 1 `�� -------------- ----- -- -- Q ©4 CONSTRUCT RAISED TRAFFIC ISLAND PER DETAIL D ON DWG 4 IZT LLI CH6. L'� Lli ti 12* SO DI 4 7' RT� 4 f! Z Q © CONSTRUCT CEMENT GONG. SIDEWALK RAMP TYPE 1B, PER J Q Z 70 LF SL-0.50X Q J 1fi -1 L1J WSDOT STD. Pt1W F-3a. LIJ ^. -- 40' ITT PROTECT AND MAINTAIN EXISTING RETAINING WALL DURING W LLJ_ �/ C -11 ; Q CB-116 --- CB-143 V W W (n a CONSTRUCTION. 1 1 W J �U CB-120 -- �----- ------ ---- -- --- ----- -�---- - ----- -- ------ ----- ® UTILITY RISER TO BE RELOCATED (BY US WEST). Q - ----- Q •' •. •. '... io'.m'�- - 'IT. I O REPLACE EXISTING C8 WITH TYPE 2 CB 48" DIA. W/ SOLID LOCKING LID TO GRADE PER CITY STD. PLAN, SEE SPECS. ' FILL Fl 33 CB-150 ® REMOVE EXISTING WALKWAY AS DIRECTED BY THE ENGINEER. STA 1539+30 .5'RT SIDEWALK A.P. PROTECT AND DAYLIGHT EXISTING F NG DRAIN ® INSTALL ELASfOMERIC BEARING PAD AT THE DIRECTION OF THE MAINTAIN EXISTING B STA 1539+33 52.5' MAINTAIN EXISTING ENGINEER. ' - DITCH ----- ---- - -- SIDEWALK A.P-__-___ ____ GUARDRAIL ___ G�54 24 1 52 G.E 54.24 I.E 51.79 --- DEN' STA 1538+67 48. RT-50.5 STA 1539+50 48.5'RT-52.5• MAINTAIN IX T --_----- SIDEWALK A.P. SIDEWALK A.P. DITCH ! _-____-__ �' ' EA'D 15K A_P 48.5•RI-50.5• R�" GENERAL NOTES: SIDEWAIJ<A.P. MAPLE VALLEY HIGHWAY SR 169 SEE SHEET RP7 SR 169 STA 1539+78.88 CEDAR RIVER PARK STA 10+00 i O O 65 � + 65 + STA 1541 F62 (41.0' ) 00 STA 1 8+47.62 (46.4'RT) STA 539+50 (41 0' RT) STA 154C 42 (41.0' CB-120 E t N n WATERLINE POTHOLE1014 4 CB-t 6 TYPE i CB-1443 rYPE 1 STA 1538+ (41.0' RT7 ON 5 2 03 G.E. 6.49 G.E. 56.8 G.E. 57.3 I.E. 55.27 60 CB-114 E 7 TOP 0 PIPE=52.7 I_E 5 .03 I.E 54.a4 PRO ED GRADE 60 Q I.E. 53.12 ISTING GRACE Q e I- 0.44X I- N 55 Lli _ - ----- ---- - ----- --- ---- ----- ---- ---- ----- --- ---- Z 12� SD 716 Lf SL .83X fl n nl 170 SL=0.7oX LIJ 55 Z 50 = STA 1539+86. 43.8' = 50 f- T JOLE Ob 5/22/03 1-- Q EX. 16 WATER LINE TOP OF PIPE= 3.33 Q FIELD RIFY DEPTH 1. -51.83 PRIOR 10 CONSTRUCTION a TOC LEFT 5653 56.64 56.75 56.86 5697 57.08 54.17 57.20 5725 57.30 57.39 57.51 57 62 57.73 57.84 57.95 58. 8 TOG LEFT MED LEFT 58.03 58.14 58.25 58 6 58.47 58.58 58.69 58. 0 MED LEFT SCALE 5663 56.74 56.85 56.96 5707 57AS 57.29 57.40 5751 57.63 57.74 57.85 576 58.07 58.18 58.29 58. CL MED RIGHT 58.03 58.14 58.25 58 6 58.47 58.59 58.71 58.14 MED RIGHT TOC RIGHT 5629 56.40 56.51 56.62 5673 56.84 56.95 57.06 5717 57.29 57.40 57.51 57 62 57.73 57.84 57.95 58. 6 TOC RIGHT 1538+00 1539+00 1540+00 1541+00 1542+00 Zo 10 o FEET 20 40 J.Eip 90% SUBMITTAL "° "' � CITY OF CITY OF RENTON 1G-24-05 o R s.a3 o we 1. 20• _ MAPLE VALLEY HIGHWAY(SR169) W gfs G'STEP �1 Perteet �.. � R RENTON � DATUM IMPROVEMENTS:PHASE 2 L ECG szsz-1TOOI,AOOB1bA940 u 1 Planning/Building/Public Works Dept. RP3 ' EXPIRES: 11 25 _ „�°rN.a,;.B,,,; , N0. REVISION BY DATE APPR � L"`"�' PLAN AND PROFILE �" 18 A-NNNNAA ' T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) h e S mm I 40 U J F V � � CONSTRUCTION NOTES: v! o J Z M r 0 0 of M J ~ JU U N[Uj W 4 SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. d n m o o r ,"Zm oY ( ) O9 REMOVE CONCRETE RETAINING WALL AND STEEL HANDRAIL d m mw w o ,041¢ CB 21 TYPE 38.0'LT a. PARKING �+`1 N w W y° GB-121 TYPE 1 a n CONSTRUCT PLANTER 16 INSTALL GUARDRAIL � w a U a � +•• G.E 57.18 STA 1546+00 (38.0'LT) ASPHALT 3 ,(, ,(, n O U o SEE LANDSCAPE PLANS z '" a I.E. 53.68 LS i AND LS2 CB-123 TYPE 1 ¢ 2 Q o G.E. 55.30 19 ABANDON/REMOVE STORM DRAIN. 4 �i w G w w m a m m N mti- o WALL PLAN AND Ci w �\ I.E. 51.80 ® REMOVE CATCH BASIN. R/W ELEVATION SHEET 5-6. cN ------ I ©4 CONSTRUCT RAISED TRAFFIC ISLAND PER DETAIL D ON DWG ------- ------ ----------- ., _ © PROTECT AND MAINTAIN EXISTING RETAINING WALL DURING " 4.' s ' SS.4. ..SS CONSTRUCTION. z CO ____________ .. .. _ .. ... .. so p SS SS Q ® UTILITY VAULT TO BE RELOCATED (BY X). w J9 INSTALL 20" DIA. STEEL SLEEVE AROUND WATER LINE o � O STA 1542+65 (33' LT) 41 42 12' SO 151 LF SL-1.25% +' O ' a WALL 1 16 V R=3• 9 _ (0 L0 EXTENDING FROM 7 FEET BEYOND WALL 1 TO 7 FEET Q �,N�. SEE WALL PLAN AND STA 1542+65 (33' LT) �f"a BEYOND FUTURE EXTENSION OF WALL 2. af Lc) ILL IL ILL ILL ILL O INSTALL BEAM GUARDRAIL NON-FLARED TERMINAL, PER _ .I WSDOT STD. PLAN C-4c. C7 Q 1545+00 154 Z 41 INSTALL TEMPORARY CONCRETE BARRIER FROM STA 1542+68 = 10:1 FLARE RATE. Z~ -__ - _ - - I- - - - - T- - - - - - - - - C-12 TYPE 1 IMPACT ATTENUAT TM PER WSDOT STD. PLAN } �� - _ (30'LT) T (39'LT) WI of ---- -- ------ ---------- - Q 4© INSTALL OR P -------------------- ------------------- w Qw MAPLE VALLEY HIGHWAY (SR169) 6' RT ------------------ W -I of 4' RT V6' RT 4 Z �Z J J W W LLJI W a NU w 4 W W 40 RT CB-122 HN GENERAL NOTES: Q ~ ------ ---- - Q SEE SHEET RPt ---------------------- ----------------- 20 R PINING HALL __ W W. 27 STA 1543+77 2'cap 12 cup ,J ' BEGIN TAPER 42 RT R/W 19 NSE TREES DENSE BRUSH -------------- DENSE BRUSH 70 460, V.C. I I o 70 o O p g I I + + (° 65 N +m 65 N t1D LO �t Q 60 Q » PROP SEC) GRADE a w U) 60 e I -' 17. Ld -L-- -- I ---- - --- I Z ---- ---- - ---- 55 z ----- - ---- ---- ----- ---- ---- ----- J 55 i12 SO 151 LF sL=1.35% U 50 C) Q 50 a I STA 544+50 (45 7' RT) CB-1 2 TYPE 1 3 I G.E. i7.00 I.E 53.50 TOC LEFT 5806 58.16 58.24 58.28 5825 I58.26 58.21 58.13 58 02 57.87 57.69 57.46 57.20 56.91 56.59 I 56.23 55. 4 TOC LEFT MED LEFT 5880 58.90 58.97 59.02 59 2 59.00 58.95 58.87 58 6 58.61 58.43 58.20 57�97 57.65 57.33 56.97 56. 8 MED LEFT SCALE I`s CL 58 40 5&50 58.58 58.62 5862 58.60 58.54 58.45 58 32 58.16 57.97 57.74 578 57.1956.87 56.51 56. 2 CLD RIGHT MED RIGHT 58 4 58.94 59.02 59.06 59 06 59.04 58.98 58.89I 58 76 58.60 57.53 57.28 570 57.68 f 56.33 55.95 55. 4 TOC RIGHT TOC RIGHT 8506 158.16 58.24 58.28 58128 58.26 58.20 58.10 57 95 57 76 wmmiim 1542+00 1543+00 1544+00 1545+00 1546+00 20 10 D FEET 20 40 90% SUBMITTAL CITY OF CITY OF RENTON 10-24-05 9 z4043 irc MAPLE VALLEY HIGHWAY SR169 REG a�° ` Perteet- RENTON �fs��NAL cE """`ra IMPROVEMENTS:PHASE 2 4zszsz-noo�l4ao.als-esoa �� DATUM zrm cony Auervs sw.sa CIE Planning/Building/Public Works Dept. RP4 EXPIRES: 11 25 E .WeeKn M.1 NO. REVISION BY DATE APPR PLAN AND PROFILE 17' W A-NNNNAA ^/� MAPLE VALLEY HIGHWAY SR 169 FA STPUL 0169(19) T. 5 E.1 W.' .n � PROTECT R STA 1549+38.31- F- cr c TESTING I-405 RAMP STA 273+18.78 ~ rev -1 U " U 1�11281548+75 TYPE ;43.65'LT) ® 13 �� - CONSTRUCTION NOTES: (� w z N o E. 50.06 w S .•"'u r v 0 as v O L .56 W 13 r u� O1 ADJUST CATCH BASIN TO GRADE rn r- STA 1547+49 (40.5'LT) STA 1548+40 fO z w WALL 2 CB-127 TYPE 1 m.- r co r O4 SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. +z w END CEMENT CONC. cz n �o w w w o w SEE WALL PLAN AND G.E. 2.31 in m *:1 2 �a � TRAFFIC CURB (55'LT) �� w W my _ w z PROFILE SHEET S-7. I.E. 48.81 m S ADJUST UTILITY VAULT TO GRADE c� SEE DETAIL ENO WALL 3 12 0 CONSTRUCT PLANTER a- o DRAWING RD2 w 8 w _ O ADJUST MANHOLE TO GRADE ' SEE LANDSCAPE d a m m 4 O ADJUST VALVE BOX TO GRADE PUN Ls2 ° Q 43 1 � TELEM Fl -- --------� - -- - ---- ---------- - • - 11 CONSTRUCT CEMENT GONG. SIDEWALK RAMP TYPE 2A, PER !• ----rf --- - ----- :. '. - ' ' - SI Q WSDOT STD. PLAN F-38. O ` a t t S1G 29 + 12 VAULTS TO BE RELOCATED BY PSE. .. to. �� .-- E O(D 13 MAINTAIN AND PROTECT EXISTING TREES DURING z CO :• 8T N T"�--- L0 CL CONSTRUCTION w O 11 19 8T 12" 9 J'f 2' D "0 LF SL=1.99X BT r -----N --- 12^ 10 REMOVE EXISTING TRAFFIC ISLAND. �•' ILL s---U` 19 ABANDON/REMOVE STORM DRAIN. ' a �' (0 1 12'a� -- -� STA 154 +12 (2-5-RT) 19 Q Z Q Q-� -- 1 12" SO 47 LF S 0 13' SD 36 LF CB-130 E 1 29' LT F--_ ® REMOVE CATCH BASIN. G.E. 50.3 20 Ln _ 18' LT 5 =2.00% I.E. 47. LL.I Q 21 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 4 CD Q SEE +00 _ - - 1547+00 - - - 154 +00 - - mrs 1549+0 - - Z VA14GG NO DW1 FOR DRIVEW PEDESTRIAN CURB. PER AY PROFILE.(Pg RP 6). ---- I ,�B J ©4 CONSTRUCT RAISED TRAFFIC ISLAND PER DETAIL D ON DWG _- I W CH6. J Lii .I L8. RT MAP 3 SIG U © CONSTRUCT RAISED ISLAND PER DETAIL E ON DWG CH3. Q Q Z 4 13. RT S T ©8 CONSTRUCT RAISED ISLAND PER DETAIL F ON DWG CH3. W Ll-�J STA 15 +75 (3.5-RT) " SD 39 LF 5 18 ® REMOVE EXISTING WOOD WALL .J W= O CB-126 CB-129 TYPE 1 B_ 1 L40.60X W (n U 16 G. . 50 6 N 43' Ri 42' CB 132 O RELOCATE lJT1UlY VAULT/RISER (BY OTHERS). Q F-- 12' SO 6 LF SL=1. % 48' RT 1.1- 46,8 50' RT Q CB- 4 ■ Sn ® REMOVE BOLLARD. ---41---- C8-125 ■ �� © CONNECT WALL DRAINS TO EXISTING CATCH BASIN. ---- T ---- _ AUL A 9+93---- ----------�� LOCATIO SD SHOWN SEE CORNER OF WALL V . ..•� .. ILL ILL IL 1 (75- R>) WEST STM 1 SEE SHEET DO1. SO SO�_ am I - A 1549+74 � O LOCATIONS SHOWNTARE INSIDE CORNEROONTAL OFZWALL VAULT ' N 12• D l 11 19 8 S I C8-� 0 i O CONSTRUCT MAINTENANCE ACCESS ROAD. SEE DETAIL SHEET 1 ; 4 1 ��\ \ n n OlLf A21ER A 1550+17 \\STA 1547+04 \ 1 SEPARATO a7 76. RT) 1 21 O 1 END TAPER (RT) \\ I 1549+6 44 ' END CEMENT CONC. CURB. \ I(1 .5'RT) GUTTER AND EXISTING \ I ■ j�-FOR HEFT DNOT SHOWN MATCH PLANING NG \\ i ° SEE BEGIN PUWING BITUMINOUS PAVEMENT 1154 1� ^ SD 549+75.5--------4° S�-- (104.55' -------____-' GENERAL NOTES: V.C. 400' V.C. SEE SHEET RP1 ' 0 o 0 wSTA 1548+75 ( 2.0' RT) 0 + STA 1546 01 (53.2' Ro r CB 131 TYPE 2 48' DIA. O 60 (.0 CB-124 E 1 STA 1547 3 51.0' W SOLID LOCK G VD + 60 E I.E. 51 46 Y C8-126 E 2 48' IA LE 46.04 o Q �' " + STA 1549+74 ( 1.7' RI) LC) G E 53. � w �I.E. 49.36 + CB 132 TYPE 2 48' DIA 11) ROPOSED GtADE BURIED TE PHONE h P WER �,ra W SOLID LOCKI 4G UD a- 55 55 Q FIELD RI DEPTH PRI R e --- --------_ TO CONSTR CTION n I.E 43.75 Q - -- - w PIPE HAVE Ld ----- WATER GHT JOINTS (n 50 Z 12 SD 102 LF --------- -2.11X -0.76X EX. 16" WATER LINE z = EX. LINE FIELD IC DEPTH 12' SO J PRIOR CONSTRU ON (� FIELD &RIFY DEPTIII STA 1547 03 (56.6' f T) , SEWER LIE 12' 55 LF = 45 45 f- PRIOR TO CONSTRUCTION CB-125 E 1 D 9 X- U Q I.E. 52 P IOR TO CONSTRUCTION- n � I. 49.42 FIELD VERIFY DEPTH Q EX. 24'WATER LINE PRIOR TO CONSTRUCTION FIELD VERIFY DEPTH MAINTAIN 12'VERTICAL SEPARATION FROM TOC LEFT 55 4 55.41 54.95 54.45 5391 53.38 52.87 52.38 51 1 51.47 51.04 50.64 f5O49.81 49.42 49.04 49. 2 SCALE MED LEFT 56 8CL 56 12 55.69 55.24 54.74 54 53.70 53.21 52.73 52 8 51.84 51.43 51.04 50.32 49.99 49.68 49. 9 MED RIGHT 55 1 20 10 0 FEES20TOC RIGHT 55 4 55.09 54.62 54.11 53 53.12 52.73 52.22 51 2 51.58 51.34 50.90 50.91 50.85 50.68 50. 0 1546+00 1 00 1548+00 1549+00 1550+00 J. EpyF� �a 90% SUBMITTAL CITY OF CITY OF RENTON 10-24-05 is�c MAPLEVALLEY R1 _ RENTON EY (S 69) `�'� ��` Perteet rc `e IMPROVEMENTS:PHASE 2 l Eat' anasz-nooi+aoo-e a-esa �� DATUM Planning/Building/Public Works Dept WE RPS EXPIRES: 11 25 NO. REVISION BY DATE APPR PLAN AND PROFILE 18 a I' � A-NNNNAA ' 1, T. 23 N., R. 5 E., W.M. FA STPUL 0169(19) STA 74+04 v Q� END CEMENT CONC. CURB AND GUTTER (14' RT) 17 CONSTRUCTION NOTES: ' co END 8:1 TAPER (10' RT) / - co BEGING PLANING BITUMINOUS PAVEMENT W Oi ADJUST CATCH BASIN TO GRADE. li BEGIN OVERLAY 21 12- SAWCUT AND REMOVE OR PULVERIZE EXISTING PAVEMENT. a STA 74+20 11 1 \� o END PLANING BITUMINOUS PAVEMENT 4j i Z , O ADJUST VALVE BOX TO GRADE. BEGIN FULL DEPTH PAVING pQ Q Q ^ ^ CONSTRUCT CEMENT CONC. SIDEWALK RAMP TYPE 2A PER j a H Z ® Z WSDOT STD. PLAN F-38. v UN O D O O iB REMOVE EXISTING TRAFFIC ISLAND. o z m m 4 n a? �v z m 18 ABANDON/REMOVE STORM DRAIN. + 21 REMOVE AND RESET EXISTING CONC. BARRIER INCLUDING aO 8 33 ST mma WW 3- O O TERMINAL SECTION AS REQUIRED TO CONSTRUCT z 0 v v m. IMPROVEMENTS. r w O 3 BT W W Z " °' did tl ® S° © PR N TO�XISTINCONSTRUCTION.OCO ORM DRAIN TO CATCH BASIN. VERIFY IE ' Q h 19 - T- �-- ©6 CONSTRUCT RAISED ISLAND PER DETAIL F ON DWG CH3. 31 P 31 CONSTRUCT CEMENT CONC. SIDEWALK RAMP TYPE 4B PER 8T 50 WSDOT STD. PLAN F-3CE. ''�.,,l!A^7 SD O REPLACE EXISTING CB WITH TYPE 2 CO 48" DIA. W/ SOLID_ v! 7� I .1515t\ LOCKING UD TO GRADE PER CITY STD. PLAN, SEE SPECS. Br ST — ' j �2 155 +00 - - S° 1553 p0 Lu �� 26 - 1552+00 J Q 43' RTIL - a 18LE �'v-I-�' µiIGHWgY \SR1 G9/ S° GENERAL NOTES: ' 1 C -14.1 ) I SEE SHEET RP1 41' RT i I T / SEE SHEET 001--/ 0 L/ oiL T BT BT —B ILL 01 T I S SD— ILL OFF RAMP FOR N.B. I-405 TO E8. SR-169 CURB RETURN ELEVATIONS TOP OF CURB A=5714'07" PC STA 74+50.00 4.00'RT 48.99 R=83J' 1 4 48.69 T- 41.04' 1 2 48.37 L-55.17' 3 4 48.23 I E.O.C. STA 73+87.00 4.00'RT 48.44 i O O 1 60 + 1 400' V.C. i I 60 I E O + 55 I I ! I I I 55 Q CB-144 ---- SEE DWI. D07 50 waw i I I 50 Z i .74 E 7- —) _ 45 = ! PROPOSED G E Zo I ( I i — -- --- — --- 45 EXISTNG GRADE u I I I <i�3 ITOC LEFT MOD LEFT 49 2 49.17 48.87 1 48.52 4&27 I , I I ! SCALE 4. CL 49 9 49.12 4-8.88 48.65I 4%45 MOC RIGHT 50 60 50.30 50.12 49.77 4�.53 ! I ! 20 ED RIGHT 10 D FEET 20 40 1550+00 1551+00 1552+00 1553+00 1554+00 o J.wE//yF�`O 90% SUBMITTAL `"" 1•_�• •w,- IMPROVEMENTS:PHASE 2 CITY OF RENTON io-24-05 R 2/0416� �� irc CITY OF MAPLE VALLEY HIGHWAY(SR169) _ isrEa CN\\ Perteet,. � �„ RENTON f MAL C 425-252-7-1 iaoosis aeao I---� DATUM nw cosy�«,»,sir.000 Planning/Building/Public Works Dept. RP6 EXPIRES: 11 25 ewrea w•r: 9azo+ NO. REVISION BY DATE APPR PLAN AND PROFILE 19 A-NNNN A ' 12' SO 5 LF SL=0.50X FA STPUL 0169(19) f- SEE RP2 FOR VAULT - LOCATION 12" SD 5 LF SL=0.50X C ;44LT) B 141 TYPE STORM VAULT & SAND FILTER ELEVATION TABLE 12" SO 10 LF SL=0.50 SEE RP2 FOR VAULT IC.E. 51.03 A 8 C E F G H I J K L AI N ' (n LOCATION STA 1534+83 (43.4'LT) � EAST VAULT 27' 16' 6' 55.40 44.50 1 51.00 1 27' 12' 1 50.97 50.97 49.10 51.00 46.97 54.70 11 CB-140 TYPE 2-48' DIA. ACCESS ACCESS d G.E. 53.00 PANEL PANEL WEST VAULT 20' 16 6' 49.15 40.96 47.46 25' 12' 47.43 47.43 45.57 47.47 43.43 48.75 I.E 46.92 -- - NOTES: m 1. VAULT TO BE CONSTRUCTED PER PLANS AND SPECIFICATIONS PROVIDED BY 'UTILITY ' VAULT COMPANY FOR 3 SIDED BOX SYSTEM TYPE STORM VAULT OR EQUAL STORM 2. ALL ACCESS MHS GRATES do LIOS SHALL BE DESIGNED FOR H-20 LOADING. VAULT / ■ ND FILTER 27'x16' 3. SEE DRAWING DD2 FOR SAND FILTER DETAIL VAULT a. 27'x12' 4. GROUT ACCESSES TO BE FLUSH WITH PROPOSED GRADE. w I- m � A z CD a. '$ o v" 4'-0• INSIDE LENGTH r v' .a Q 'v '°a MIN SEE PLAN FOR INLET 10'-0" it w � a ' a .g ° a LOCATIONS TOP SECTION 4 s ii ILL SD SO SD Q> n ILL -- ILL ILL --- ------- -- ------ ------ _ --r•1---------- CLEAR ACCESS CLEAR ACCESS -1-�- NOTE: SOUTH WALLS OF VAULT WILL BE G.E. 55.50 INLET FLOW I I o w (� EXPOSED. GRADE TO COVER AS z ' I = MUCH AS PRACTICAL EAST SAND FILTER AND STORM VAULT i -DIVIDER WALL �a } SCALE 1"=10" 24" OIA. CLEAR ACCESS I I W 12" STORM " 3 J ORIFICE PIPE I < m o Q II z > II LU STA. 1550+26 (51'RT) J CB-14-4 TYPE 2-48' DA. - II W VANED CRATE G.E. APPROX. ------S 7 77' ADJUST TO GRADE SHALLOW INLET II -, I.E. 43.54 SEE SHEET DD2 W 10'-0" SEE WELD CONNECTION DETAIL k14-0 SD 6 LF SL=O.SOX BASE SECTION PLAN VIEW SEE PLAN FOR OUTLET ' 8" SO 22 LF SL=0.50X PAN S C CCESS W\ LOCATION FU- .E.L493 OVE NO. 24 X 4 CASTINGS EX 24" CLEAR ACCESS 5' To" GRATED c4 RISERS AS REQUIRED o ACCESS PANNEL ' J' SAND FILTER GALVANIZED STEEL LADDER -I - - ---- 25AULT'x12' (2 PLACES) APPROX. G.E.= 'D" 12' SO 44 LF SL=0.50% STORM FILTER I.E. EL- "F" IE EL="F� VAULT ' 20'x 16' - . 12" SD 20 LF �O c,. SL=0.50% STA. 15 1 (97'RT) DEAD STORAGE - TYPE 2-60 DIA. DEPTH C" 1JOZOCKING LID .E. 48.10 R=25' CLEAR ACCESS I.E. MATCH EX. (E,W) gD G.E 47. I.E. 43.32 (N,S,SW) ATER SEARATOR 12" SO =O.SOX BOTTOM EL='E' S DRAWING OD2 41 " SO 10 LF SL-3.70% 8 SO 12" SO 11 SL=0S509. FILL W/ NON-SHRINK GROUT SECTION A-A TOP SURFACE (BASE AND TOP) FILL W/ NON-SHRINK GROUT o EXTERIOR FACE 1:4 �o 0� SfA 1550+14 (110' / EXISTING CB TYPE KU I.E 44.95 W FIELD VERIFY 24" SO 64 LF SL=1.70X 4 N MATCH IXIST1 11 DECK JOINT VERTICAL WALL JOINT \ STA. 1550+25 (110'RT) TYPICAL BETWEEN TOP SECTIONS TYPICAL BETWEEN WALLS CB-146 TYP ATCH EXISTING 2-48" DIA. k FLAT SLAB BASE SECTIONS W SOOD LOCKING LID I. (APSgOX. 4217) G.E. 50.40 5" X 7" I.E. 43.26 (S,W) INTERIOR SURFACE 3/E" WELD CUSTOMER TO FIELD WELD I.E. 44.53 (E) i'-0" SIDES PLATE TOP SURFACE (BASE AND TOP) i / ,po 6 ENDS FILL W/ NON-SHRINK GROUT n PRECAST FOOTING 3'X2"X 3/8" y OR SLAB WELD ANGLE WEST SAND FILTER AND STORM VAULT a" LONG FILL W/ NON-SHRINK GROUT SCALE. 1"-10 FOOTING KEYWAY WELD CONNECTION TYPICAL BETWEEN TOP SECTIONS �. E�NF STORM VAULT FLAT SLAB BASE SECTIONS Fro 90% SUBMITTAL N.T.S. w CITY OF CITY OF RENTON 10-24-W o R 24043 o irC � MAPLE VALLEY HIGHWAY(SR169) �ss�oMGISTEG Perteet M RENTON L t IMPROVEMENTS:PHASE a� DATUM EXPIRES: 11 25 nmcoer".< ,sw m r rt , Planning/Building/Public Works Dept �iDD1 E"'etl'w"� oi 9°�°' NO. REVISION BY DATE APPR ,..,oe DRAINAGE DETAILS -��` A-NNNN- A ' FA STPUL 0169(19) I— 15' I— I— a ACCESS MANHOLE ' ,� 6'-8"Top Section IZ W DER IL UVCo 2-332P, Galvanized �'+ `r0 Dh`'ry Diamond Plate Cover 2" CSBC 72" DIA TYPE 2 / 6" QUARRY SPALLS �r CATCH BASIN \ (2"-4" SIZE) o � <i GEOTEXTILE FABRIC rn so Ex 24"SD MAINTENANCE ACCESS ROAD '' ' ' ' ' VL. N.T.S. A o w � y iiiiii <o BRICK OR CONCRETE = TYPE A ONLY SO THAT 3/4" Dia. Lift Insert INLET IS FULLY PLAN VIEW 4 Places In Top Section SHALLOW INLET FRAME AND VANED SUPPORTED ' = n GRATE SEE SHEET OD03 72 DIA TYPE 2 CB STA 1534+18 G.E. 49.10 1 1/2' Diu. Lift Hole Hold-Down } SCALE 1"=3' ? 1 Each Side, 2 Sides For Coalescing Media W TOP ELEVATION J LEVELING BRICK a Q 24" DIA CLEAR ACCESS REMOVABLE VX10' ' VENTILATION GRATE. _ 8" OUTLET PIPE ' t J OUTLET INLET I.E. I.E. �I k o Inlet Pipe Q I With Sampling Tee blithOutlet Pipe Sampling Tee ----------- ---_ ---- I I SLOPE �- By Others a D 9 TO DRAIN o By Others o;a I 3 FLOW FROM `o STORM PIPE CONNECTION TO N CATCH BASIN i—, I r a VAULT GROUT BOTT Z 4 -------- ----------- x _ COMPACTED BACKFlLL INSTALLATION OM All PRECAST CONCRETE CSTC _ VAULT SECTION A—A ° Sediment Weir Coalescing Media it Retaining Baffle "G" INSIDE LENGTH SECTION A—A NO. 24 X 4 CASTINGS A OUTLET PIPE PLAN VIEW 24" CLEAR ACCESS RISERS AS REQUIRED 5'xI O' GRATED ACCESS PANEL —I'I�. STRUCTURAL NOTES: INFORMATION NEEDED: GALVANIZED STEEL LADDER APPROX. EL= "N" _ _ I 1. Concrete: 28 Day Compressive Strength f'c= 4500 psi Top Of Separator Elevation: 48.50 (2 PLACES) e L II 2. Rebar. ASTM A-615 Grade 60 Inlet Pipe Size: 8" ' =I1 II 3. Mesh: ASTM A-185 Grade 65 Inlet Pipe Elevation: 47.51 4. Design: ACI-318-02 Building Code Outlet Pipe Size- 12' -I1 II ASTM C-857 "Minimum Structural Design Outlet Pipe Elevation: 47.51 0 o i Loading For Underground Precast Concrete Utility Structures" BASIC DESIGN INFORMATION: EL- "L" m ,� 5. Loads: H-20 Truck Wheel w/ 307. Impact Per AASHiO INFLUENT CHARACTERISTICS: BRICK OR CONCRETE oil Specific Gravity: 0.88 TYPE A ONLY Operating Temperature: 50' 8" CLEANOUT WITH WATER iv � GENERAL NOTES: P 9 Pe TIGHT CAP �I 1. All Baffles and Weirs To Be Precast Concrete Influent Oil Concentration: 100 ppm • EL- "J" I.E. K" _ 2. Static Water Depth = 4'-0" can oil DroplRet Size: 130 Microns ise Rate 3. Contractor to: 0.33 Supply and Install All Piping & Smmpling Tees Designed mPer Washington State Department Of Ecology 12" UP ALL 1 5 CLEANII 11 Grout In All Pipes 100% AROUND BASE� - o ._ - Fill With Clean Water Prior To "Start-Up" Of System FLOW EFFLUENT COLLECTED OF VAULT III `II COMPACTED BACKRLL Verify All BLockout Sizes and Locations RATE QUALITY SIZE 110 GPM 10 m 60 Micron OUTLET M. i I I 1 I 1 pv Projected Plate Area 444 Sq/ft Maximum Process Flow = 555 GPM 6" �IIII-1iI-1I IC-II' -,�iIIF-1I-IC—I1=1II�It I—I —III 1—I—I GEOTEXTILE 1 �'~ V-8" 1 11�I =1I � _II " DEPTH WASHED GRAVEL LEVEL SPREADER A UTILITY VAULT COMPANY 8' DRAIN PIPE NOTE: P.O.Box 588 Auburr,WA 98071-0558 s WASHED GRAVEL NOTE:SEE DRAWING D01 FOR INSTALL SHALLOW INLET WITHOUT PROFILE EUEVATION TABLE PLAN VIEW LEVELING BRICK WHERE NECESSARY. AaxmVIA/ram. at/%—OM CA/0—dW,AZ/F.M—,rw Q60—CPS VAULT OIL WATER—CPS VAULT OIL WATER SEPARATOR SAND FILTER DETAIL SHALLOW INLET DETAIL N.T.S. ' N.T.S. N.T.S. J. E/iyr, s �� Fro 90% SUBMITTAL N.Ta " "° .: CITY OF CITY OF RENTON 10-24-•05 90 qf2�3�o RIC MAPLE VALLEY HIGHWAY(SR169) ass/�Ai EE�G�� Perteet K �.. �° RENTON IMPROVEMENTS:PHASE 2 .zsna-noo i iaoo-e+s-eaoo � � DATUM EXPIRES: 11 25 �'°rLObr�11v1°SVXa90D Ci Planning/Building/Public Works Dept. Ewr°e,WMngfon 9B301 NO. REVISION BY DATE APPR DRAINAGE DETAILS aFII:23 6 A-NNNNAAl 1 FA STPUL 0169(19) li? A B a ^�^ 3' $• 5 N LL U `J IIuJ' dill 4z CD � F r-- w o ' EMBOSSED a QB B ON GRATE M I � I W � N N � J J A A W a Q Y I I D 'toll a u � 2. n 1• 1—4' 2" 1 6- N 4" 1'-5 3/4" 3/8• SECTION A-A 3 3/9" 3/4" SECTION A-A � 3• 3" RAD l CENTER 1/8' IUS 1 1/2" 1 1/2" 2• 5" V-3 3/4" 5• PCC R=1/g• n 2'-1 3/4' R-2• R=2" PIr g SECTION B-B N N b OQ 0. SHALLOW INLET FRAME T- . 9/16" 11/16" I 5/5" I 1 1/2" I 1• I 3/8" N.T.S. T. � 4 VANED DETAIL END DETAIL SHALLOW INLET VANED GRATE N.T.S. 90% SUBMITTAL N.T.S. "•" a"' .�: CITY OF CITY OF RENTON 0-24-05I leiPerteet K "` RENTON MAPLE VALLEYHIGHWAY(SR169) �auz- 1111-1s-vsoo DATUM —DD3 RENAL 1/ „VL Planning/Building/Public works Dept. IMPROVEMENTS:PHASE 2 EXPIRES: 11 25 P0'Gv°'v�•en".sw.saoCJE ��' e.."n.w 9esm NO- REVISION BY DATE APPR +^� DRAINAGE DETAILS. a.et 2M a. A-NNNN A r • Technical Memorandum RECEIVED V,�y cnect.com Perteet Civil and Transportation Consultants 2707 Colby Avenue, Suite 900, Everett,WA 98201 SEP 2 12005 (425)252-7700 / FAX(425)339-6018 CITY OF RENTON UTILITY SYST S TO: City of enton FROM: Perteet, Inc. Lisa Theriault, PE DATE: September 16,2005 RE: Maple Valley Highway—SR 169/I-405 Area Water Quality Treatment Options This memorandum provides the calculations for the proposed tgnJ�QT4!3�water quality facility alternatives. The drainage standards have changed since the October 2003 Hydraulics Report was submitted for the Maple Valley Highway(SR 169 MP. 22.80). The previous report was based on the WSDOT"ESA Stormwater Effects Guidance Instructional Letter IL 4020.02". The project will now be designed in accordance with the WSDOT Highway Runoff Manual, 2004 (2004 HRM). According to the 2004 HRM, the project has been exempted from the detention requirement because the project directly discharges into the Cedar River. However, this project will require Mom" an Enhanced level of water quality treatment. Also, the City of Renton has special-provision—' that apply to this project because it falls within an Aquifer Protection Ard�a._These provisions generally state that the facilities must be contained within underground vaults, with no surface treatment. v:> N0 M V-�- ►� - In addition, it should be noted that there is an interim phase of the project that is currently in the design phase that will encompass only a portion of the final project. However, these facilities have been designed for the built out condition. The project area is split into two basins, the east and west basin (see attached figure). The proposed water quality facility alternatives within each basin are sized to treat the runoff from basin areas that are equivalent in size to the amount of new pollution-generating impervious surface proposed to be created during the Maple Valley Highway Improvements. These equivalent areas are shown in the attached figures. JATrans_Design\21031 -Maple Valley Highway\Drainage\Phase 2-Drainage\TechMemo9-15-05.doc Yi The proposed treatment facility design consists of four alternatives for Enhanced Treatment within each basin: a large sand filter vault, or one of three two-facility treatment trains: wet vault/ basic sand filter vault, wet vault/media filter, and basic sand filter/media filter. V bltb_ Water quality design parameters were determined using WWHM2. Basic and large sand filters are designed to collect and treat a minimum of 91% and 95% of the mean annual runoff volume, respectively. (This design routine is part of the WWHM2 program.) Wet vaults are designed to contain the volume of the water quality event as dead storage. Media filter sizes are determined based on the water quality flow, using a 15 minute time step. The following table summarizes these alternatives. Supporting calculations and figures are attached. DRAINAGE INFORMATION East Basin West Basin Proposed Pollution- 0.48 ac 0.36 ac Generating Impervious Surface (PGIS) from design Equivalent Basin Area 0.50 ac 0.37 ac Water Quality Volume 0.596 ac ft 0.441 ac ft Water Quality Flow 0.797 cfs 0.522 cfs WATER QUALITY ALTS: Large Sand Filter 29'xI2'x4' 26'x12'x4' Basic Sand Filter 23'x12'x4' 20'x12'x4' Wet Vault 27'x16'x6' 20'xl6'x6' Media Filter 5 cartridges 4 cartridges *Offline large sand filter 36'x15'x4' 40'xIO'x4' *The large sand filter size was calculated on-line and off-line. When located off-line, any runoff above the water quality event is routed away from the filter. Therefore, the filter is to be designed to collect and treat 100% of its inflow. This greatly increases the size of the filter. Along with the installation of the flow splitter, this alternatives becomes much more expensive, without any benefit. For this reason,this alternative has been dropped. J:\Trans_Design\21031 -Maple Valley Highway\Drainage\Phase 2-Drainage\TechMemo9-15-05.doc D • D % p CO ��g� • � U WEST BASIN ; EIS B I N� R NEW PGIS 9,2 AREA = 16,008 SF v ASIN SPLIT AN ♦ \ EAST BASIN Q NEW PGIS ., Q AREA = 20,950 SF EAST BASIN j •' �"'�o \\;• EXISTING IMPERV. +�� \ AREA = 83,684 SF Y� 1 i ' 1 � i I 3 0 o � U t i o• �t i lr y O_v i r MAPLE VALLEY HIGHWAY ; PHASE 2 - I-405 VICINITY OVERVIEW OF DRAINAGE BASINS �� - EQUIVALENT AREAS WESTERN WASHINGTON HYDROLOGY MODEL V2 PROJECT REPORT Project Name: East_NoSplit Site Address: City Report Date : 9/9/2005 Gage Seatac Data Start 1948 Data End 1998 Precip Scale: 1.00 PREDEVELOPED LAND USE Basin Basin 1 Flows To Point of Compliance GroundWater: No Land Use Acres IMPERVIOUS: 0.5 DEVELOPED LAND USE Basin Basin 2 Flows To East Filter GroundWater: No Land Use Acres IMPERVIOUS: 0.5 RCHRES (POND) INFORMATION Filter Name: East Filter Filter Flows to : Point of Compliance Hydraulic Conductivity (in/hr) : 1 Filter Material Depth: 1 Filter Material: Volume Filtered (acre ft) : 61.85 Percent of Total Volume: 00.00 Pond Rain / Evap is not activated. Dimensions Depth: 4ft. Bottom Length: 29ft. Bottom Width 12ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 1 1 Side slope 4: 0 To 1 Volume at Riser Head: 0.024 acre-ft. Discharge Structure Riser Height: 3 ft. Riser Diameter: 12 in. Pond Hydraulic Table Stage(ft) Area(acr) Volume(acr-ft) Dschrg(cfs) Infilt(cfs) 0.000 0.008 0.000 0.000 0.000 0.100 0.008 0.001 0.000 0.009 0.200 0 .008 0.002 0.000 0.009 0.300 0 .008 0.002 0.000 0.010 0.400 0 .008 0.003 0.000 0 .010 0.500 0.008 0.004 0.000 0.011 0.600 0.008 0.005 0.000 0.011 0.700 0.008 0.006 0.000 0.012 0.800 0 .008 0.006 0.000 0.012 0. 900 0 .008 0.007 0.000 0.013 1.000 0 .008 0.008 0 .000 0.013 1.100 0 .008 0.009 0.000 0.014 1.200 0.008 0.010 0.000 0.015 1.300 0. 008 0.010 0.000 0.015 1.400 0. 008 0.011 0 .000 0.016 1.500 0.008 0.012 0 .000 0.016 1.600 0 .008 0.013 0.000 0.017 1.700 0 .008 0.014 0.000 0.017 1. 800 0 .008 0.014 0.000 0.018 1.900 0.008 0.015 0.000 0.018 2 .000 0.008 0.016 0.000 0.019 2 .100 0.008 0.017 0.000 0.019 2.200 0.008 0.018 0.000 0.020 2.300 0.008 0.018 0.000 0.020 2 .400 0.008 0.019 0.000 0.021 2.500 0.008 0.020 0.000 0.021 2.600 0.008 0.021 0.000 0.022 2 .700 0.008 0.022 0.000 0.023 2 .800 0 .008 0.022 0.000 0 .023 2 .900 0 .008 0.023 0.000 0.024 3 .000 0 .008 0.024 0.000 0.024 3 .100 0.008 0.025 0.308 0.025 3 .200 0.008 0.026 0 .871 0.025 3.300 0. 008 0.026 1.600 0.026 3 .400 0.008 0.027 2 .464 0.026 3 .500 0 . 008 0.028 3 .443 0.027 3 .600 0 . 008 0.029 4 .526 0.027 3.700 0 .008 0.030 5 .704 0.028 3 . 800 0 .008 0.030 6.969 0.028 3 . 900 0 .008 0.031 8.315 0.029 4 .000 0 .008 0.032 9.739 0.030 1 ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(cfs) 2 year 0.124876 5 year 0.151829 10 year 0.169251 25 year 0.190987 50 year 0.207064 100 year 0.223098 Flow Frequency Return Periods for Developed Unmitigated Return Period Flow(cfs) 2 year 0.124876 5 year 0.151829 10 year 0.169251 25 year 0.190987 50 year 0.207064 100 year 0.223098 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0.100016 5 year 0.13824 10 year 0.157417 25 year 0.176095 50 year 0.186857 100 year 0.19554 Yearly Peaks for Predeveloped and Developed-Mitigated Year Predeveloped Developed 1949 0.128 0. 122 1950 0.182 0. 141 1951 0.123 0 . 123 1952 0.112 0.090 1953 0.100 0. 063 1954 0.119 0 .050 1955 0.127 0 . 117 1956 0.123 0 . 109 1957 0.139 0 . 134 1958 0.127 0.086 1959 0.097 0.098 1960 0.121 0.118 1961 0.106 0.078 1962 0.109 0. 058 1963 0.104 0.071 1964 0 .123 0.058 1965 0.110 0. 080 1966 0.109 0. 056 1967 0.164 0.148 1968 0.186 0 . 079 1969 0.099 0 .098 1970 0.109 0. 109 1971 0.107 0. 101 1972 0.151 0. 145 1973 0.100 0.079 ♦ r r 1 r 1974 0.109 0.054 1975 0.144 0.136 1976 0.099 0.100 1977 0.128 0.054 1978 0.166 0 .146 1979 0.164 0.058 1980 0.135 0.131 1981 0.150 0.137 1982 0.204 0.201 1983 0.152 0.129 1984 0.113 0.063 1985 0.108 0.105 1986 0.131 0.130 1987 0.189 0.155 1988 0.091 0.071 1989 0.114 0.022 1990 0.204 0.205 1991 0.192 0.190 1992 0.113 0.103 1993 0.078 0.066 1994 0.094 0.021 1995 0.117 0.085 1996 0.134 0.130 1997 0.130 0.099 1998 0.143 0.085 Ranked Yearly Peaks for Predeveloped and Developed-Mitigated Rank Predeveloped Developed 1 0.2041 0.2006 2 0.1917 0.1900 3 0.1894 0.1552 4 0.1859 0. 1477 5 0.1819 0.1462 6 0.1656 0.1452 7 0 .1644 0.1411 8 0.1637 0.1372 9 0.1516 0.1365 10 0.1514 0.1342 11 0.1501 0. 1308 12 0.1436 0.1303 13 0 .1427 0.1299 14 0.1390 0.1294 15 0.1346 0.1232 16 0.1342 0.1217 17 0.1311 0.1179 18 0.1304 0.1171 19 0 .1278 0. 1092 20 0 .1277 0. 1089 21 0.1274 0.1053 22 0.1265 0.1029 23 0.1231 0.1006 24 0.1230 0.1003 25 0.1229 0 .0987 26 0 .1205 0.0985 27 0.1188 0.0983 28 0.1166 0.0899 29 0.1144 0.0857 30 0.1135 0.0850 31 0.1130 0.0846 32 0.1116 0.0796 33 0.1102 0.0794 34 0.1093 0.0787 35 0.1093 0.0780 36 0.1092 0 .0714 37 0.1091 0.0713 38 0.1085 0 .0655 39 0.1066 0.0634 40 0. 1057 0.0634 41 0.1035 0.0582 42 0.1003 0.0579 43 0.0995 0.0575 44 0.0993 0.0557 45 0.0988 0.0544 46 0.0972 0.0539 47 0.0936 0.0501 48 0 .0912 0.0219 49 0 .0782 0 .0215 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass/Fail 0.0624 1178 389 33 .0 Pass 0.0639 1099 366 33 .0 Pass 0.0654 1018 356 34.0 Pass 0.0668 934 336 35.0 Pass 0.0683 863 323 37.0 Pass 0.0697 804 311 38.0 Pass 0.0712 746 298 39.0 Pass 0.0727 696 277 39.0 Pass 0.0741 644 264 40.0 Pass 0.0756 602 247 41.0 Pass 0.0770 567 239 42.0 Pass 0.0785 522 228 43.0 Pass 0.0800 481 214 44.0 Pass 0.0814 444 202 45.0 Pass 0.0829 420 189 45.0 Pass 0.0844 395 183 46.0 Pass 0.0858 373 165 44 .0 Pass 0.0873 336 158 47.0 Pass 0.0887 318 151 47.0 Pass 0.0902 292 141 48.0 Pass 0.0917 273 133 48.0 Pass 0.0931 246 123 50.0 Pass 0.0946 232 119 51.0 Pass 0.0960 214 114 53 .0 Pass 0.0975 202 106 52 .0 Pass 0.0990 190 98 51.0 Pass 0.1004 182 93 51.0 Pass 0.1019 166 89 53 .0 Pass 0.1033 158 84 53 .0 Pass 0.1048 144 81 56.0 Pass 0.1063 138 75 54.0 Pass 0.1077 129 69 53.0 Pass 0.1092 123 66 53.0 Pass 0.1106 107 64 59.0 Pass 0.1121 101 59 58.0 Pass 0.1136 96 57 59.0 Pass 0.1150 90 55 61.0 Pass 0.1165 87 55 63.0 Pass 0.1180 82 Si 62.0 Pass 0.1194 79 49 62.0 Pass 0.1209 72 45 62.0 Pass 0.1223 65 42 64.0 Pass 0.1238 61 38 62.0 Pass 0.1253 57 38 66.0 Pass 0.1267 52 37 71.0 Pass 0.1282 49 36 73.0 Pass 0.1296 45 34 75.0 Pass 0.1311 43 30 69.0 Pass 0.1326 40 29 72.0 Pass 0.1340 39 28 71.0 Pass 0.1355 35 27 77.0 Pass 0.1369 34 24 70.0 Pass 0.1384 33 22 66.0 Pass 0.1399 30 22 73.0 Pass 0.1413 30 19 63 .0 Pass 0.1428 29 18 62 .0 Pass 0.1442 27 18 66.0 Pass 0.1457 26 16 61.0 Pass 0.1472 26 12 46.0 Pass 0.1486 24 11 45.0 Pass 0.1501 24 11 45.0 Pass 0.1516 21 11 52.0 Pass 0.1530 19 10 52.0 Pass 0.1545 19 9 47.0 Pass 0.1559 19 8 42 .0 Pass 0.1574 17 8 47.0 Pass 0.1589 17 8 47.0 Pass 0.1603 16 8 50.0 Pass 0.1618 16 8 50.0 Pass 0.1632 14 8 57.0 Pass 0.1647 12 8 66.0 Pass 0.1662 10 6 60.0 Pass 0.1676 10 6 60.0 Pass 0.1691 10 6 60.0 Pass 0.1705 10 6 60.0 Pass 0.1720 10 6 60.0 Pass 0.1735 10 6 60.0 Pass 0.1749 10 6 60.0 Pass 0.1764 10 6 60.0 Pass 0.1778 10 6 60.0 Pass 0.1793 9 5 55.0 Pass 0.1808 9 4 44 .0 Pass 0.1822 7 4 57.0 Pass 0.1837 7 4 57.0 Pass 0.1852 6 4 66.0 Pass 0.1866 4 3 75.0 Pass 0. 1881 4 3 75.0 Pass 0.1895 3 3 100.0 Pass 0.1910 3 2 66.0 Pass 0.1925 2 2 100.0 Pass 0.1939 2 2 100.0 Pass 0.1954 2 2 100.0 Pass 0.1968 2 2 100.0 Pass 0.1983 2 2 100.0 Pass 0.1998 2 2 100.0 Pass 0.2012 2 1 50.0 Pass 0.2027 2 1 50.0 Pass 0.2041 1 1 100.0 Pass 0.2056 0 0 100.0 Pass 0.2071 0 0 .0 Pass Water Quality BMP Flow and Volume. On-line facility volume: 0.0596 acre-feet on-line facility target flow: 0.0705 cfs. Adjusted for 15 min: 0.0797 cfs. Off-line facility target flow: 0.0404 cfs. Adjusted for 15 min: 0.0457 cfs. program and accompanying documentation as provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. File Edit View Help s.a►: TIPS ]F Scenario Editor Schematic Filtration Facility:. Basin Fitter Name ast Filter -� M '®a g Pond flows To: Nl Spfitter �r Extender Bottom Elevation:C�It Dimensions Rjser l UYeir filtration SSD Table Filter riltration Nw, POC Hydraulic Conductivity(inituk Filter Material Depth(ft): E1.5 View Scenario: Total Acres: Filter Material Name(optionalt F Volume Calculations for Filtration facilities Total Volume from filter(acre ft) 61.646 0.5 Total Runoff volume from Riser(acre ft) F 03.e07 Total Volume(acre ft) F 65,053 Percentage Filtered: 95.07 y ' WESTERN WASHINGTON HYDROLOGY MODEL V2 PROJECT REPORT Project Name: East—Basic SAA-Df) CILV L Site Address: City - Report Date : 9/9/2005 Gage Seatac Data Start 1948 Data End 1998 Precip Scale: 1.00 PREDEVELOPED LAND USE Basin Basin 1 Flows To Point of Compliance GroundWater: No Land Use Acres IMPERVIOUS: 0.5 DEVELOPED LAND USE Basin Basin 2 Flows To East Filter GroundWater: No Land Use Acres IMPERVIOUS: 0.5 RCHRES (POND) INFORMATION Filter Name: East Filter Filter Flows to : Point of Compliance Hydraulic Conductivity (in/hr) : 1 Filter Material Depth: 1 Filter Material: Volume Filtered (acre ft) : 59.39 Percent of Total Volume: 00.00 Pond Rain / Evap is not activated. Dimensions Depth: 4ft. Bottom Length: 23ft. Bottom Width 12ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 r Side slope 4: 0 To 1 Volume at Riser Head: 0.019 acre-ft. Discharge Structure Riser Height: 3 ft. Riser Diameter: 12 in. Pond Hydraulic Table Stage(ft) Area(acr) Volume(acr-ft) Dschrg(cfs) Infilt(cfs) 0.000 0.006 0.000 0.000 0.000 0.100 0.006 0.001 0.000 0.007 0.200 0.006 0.001 0.000 0 .007 0.300 0.006 0.002 0.000 0 .008 0.400 0.006 0.003 0.000 0 .008 0.500 0.006 0.003 0.000 0 .009 0.600 0.006 0.004 0.000 0 .009 0.700 0.006 0.004 0.000 0.009 0.800 0.006 0.005 0.000 0.010 0.900 0 .006 0.006 0.000 0 .010 1.000 0.006 0.006 0.000 0 .011 1.100 0.006 0.007 0.000 0.011 1.200 0.006 0.008 0.000 0.012 1.300 0.006 0.008 0.000 0 .012 1.400 0.006 0.009 0.000 0 .012 1.500 0.006 0.010 0.000 0.013 1.600 0.006 0.010 0.000 0.013 1.700 0.006 0.011 0.000 0.014 1.800 0.006 0.011 0.000 0.014 1.900 0.006 0.012 0.000 0.014 2.000 0.006 0.013 0.000 0.015 2.100 0.006 0.013 0.000 0.015 2.200 0.006 0.014 0.000 0 .016 2 .300 0.006 0.015 0.000 0.016 2 .400 0.006 0.015 0.000 0.017 2 .500 0.006 0.016 0.000 0.017 2.600 0.006 0.016 0.000 0 .017 2.700 0.006 0.017 0.000 0 .018 2.800 0.006 0.018 0.000 0.018 2.900 0.006 0.018 0.000 0.019 3.000 0.006 0.019 0.000 0.019 3 .100 0.006 0.020 0.308 0.020 3.200 0.006 0.020 0.871 0.020 3 .300 0.006 0.021 1.600 0. 020 3.400 0.006 0.022 2.464 0.021 3.500 0.006 0.022 3 .443 0.021 3 .600 0.006 0.023 4 .526 0. 022 3 .700 0.006 0.023 5.704 0. 022 3.800 0.006 0.024 6.969 0.023 3.900 0.006 0.025 8.315 0 .023 4 .000 0. 006 0.025 9.739 0. 023 ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(cfs) r Y 2 year 0.124876 5 year 0.151829 10 year 0.169251 25 year 0.190987 50 year 0.207064 100 year 0.223098 Flow Frequency Return Periods for Developed Unmitigated Return Period Flow(cfs) 2 year 0.124876 5 year 0.151829 10 year 0.169251 25 year 0.190987 50 year 0.207064 100 year 0.223098 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0.105674 5 year 0.140321 10 year 0.162223 25 year 0.188905 50 year 0.208161 100 year 0.226955 Yearly Peaks for Predeveloped and Developed-Mitigated Year Predeveloped Developed 1949 0.128 0.130 1950 0.182 0.172 1951 0.123 0.123 1952 0. 112 0.093 1953 0.100 0.084 1954 0.119 0.096 1955 0.127 0.113 1956 0.123 0.118 1957 0.139 0.138 1958 0.127 0.087 1959 0.097 0.096 1960 0.121 0.119 1961 0.106 0.097 1962 0.109 0.066 1963 0.104 0.073 1964 0.123 0.058 1965 0.110 0.081 1966 0.109 0.106 1967 0.164 0.161 1968 0.186 0.131 1969 0.099 0.097 1970 0.109 0.108 1971 0.107 0.101 1972 0.151 0.149 1973 0.100 0.083 1974 0.109 0.079 1975 0.144 0.138 1976 0.099 0 .100 1977 0.128 0.067 1978 0.166 0.158 1979 0.164 0.075 1980 0.135 0.131 1981 0.150 0.150 1982 0.204 0.208 1983 0.152 0.136 1984 0.113 0.070 1985 0.108 0.109 1986 0.131 0.131 1987 0.189 0.134 1988 0.091 0.073 1989 0.114 0.051 1990 0.204 0.202 1991 0.192 0.190 1992 0.113 0.109 1993 0.078 0.065 1994 0.094 0.049 1995 0.117 0.089 1996 0.134 0.131 1997 0.130 0.127 1998 0.143 0.103 Ranked Yearly Peaks for Predeveloped and Developed-Mitigated Rank Predeveloped Developed 1 0.2041 0.2022 2 0. 1917 0.1900 3 0.1894 0.1720 4 0.1859 0.1609 5 0.1819 0.1583 6 0. 1656 0.1503 7 0.1644 0.1492 8 0.1637 0.1383 9 0. 1516 0.1375 10 0.1514 0.1364 11 0. 1501 0.1336 12 0. 1436 0.1310 13 0. 1427 0.1308 14 0.1390 0.1307 15 0. 1346 0.1307 16 0.1342 0.1301 17 0. 1311 0.1267 18 0.1304 0.1228 19 0. 1278 0.1192 20 0.1277 0.1184 21 0.1274 0.1135 22 0. 1265 0.1095 23 0. 1231 0.1089 24 0.1230 0.1079 25 0.1229 0.1065 26 0.1205 0.1034 27 0.1188 0.1010 28 0. 1166 0.0995 29 0.1144 0.0974 30 0.1135 0.0970 31 0.1130 0.0962 32 0.1116 0.0958 33 0.1102 0.0931 34 0.1093 0.0888 35 0.1093 0.0875 36 0.1092 0.0840 37 0 .1091 0.0832 38 0.1085 0.0810 39 0.1066 0.0785 40 0.1057 0.0750 41 0 .1035 0.0733 42 0.1003 0.0725 43 0.0995 0.0701 44 0 .0993 0.0670 45 0 .0988 0.0659 46 0.0972 0.0648 47 0.0936 0.0579 48 0 .0912 0.0510 49 0.0782 0.0490 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass/Fail 0.0624 1178 547 46.0 Pass 0.0639 1099 512 46.0 Pass 0.0654 1018 484 47.0 Pass 0.0668 934 464 49.0 Pass 0.0683 863 443 51.0 Pass 0.0697 804 417 51.0 Pass 0.0712 746 390 52.0 Pass 0.0727 696 361 51.0 Pass 0.0741 644 342 53.0 Pass 0.0756 602 323 53.0 Pass 0.0770 567 311 54.0 Pass 0.0785 522 293 56.0 Pass 0.0800 481 271 56.0 Pass 0.0814 444 257 57.0 Pass 0.0829 420 240 57.0 Pass 0.0844 395 229 57.0 Pass 0.0858 373 216 57.0 Pass 0.0873 336 203 60.0 Pass 0.0887 318 194 61.0 Pass 0.0902 292 180 61.0 Pass 0.0917 273 168 61.0 Pass 0.0931 246 156 63 .0 Pass 0.0946 232 146 62.0 Pass 0.0960 214 140 65.0 Pass 0.0975 202 124 61.0 Pass 0.0990 190 118 62.0 Pass 0.1004 182 112 61.0 Pass 0. 1019 166 108 65.0 Pass 0. 1033 158 101 63.0 Pass 0. 1048 144 95 65.0 Pass 0. 1063 138 90 65.0 Pass 0.1077 129 85 65.0 Pass 0. 1092 123 80 65.0 Pass 0.1106 107 74 69.0 Pass 0.1121 101 71 70.0 Pass 0.1136 96 66 68.0 Pass 63 70.0 Pass 0.1150 90 0.1165 87 61 70.0 pass 0.1180 82 57 69.0 Pass pass 0.1194 79 53 67 .0 52 72 .0 Pass 0.1209 72 0.1223 65 51 78.0 pass 47 77 .0 Pass 0.1238 61 0.1253 57 46 80 .0 pass 0 Pass 42 80. 0.1267 52 Pass 0.1282 49 41 83 .0 39 86.0 Pass 0.1296 45 pass 0.1311 43 31 72.0 0.1326 40 29 72 .0 Pass 0.1340 39 28 71.0 pass 28 80.0 Pass 0.1355 35 0.1369 34 27 79.0 pass 24 72 .0 Pass 0.1384 33 pass 0.1399 30 23 76.0 23 76.0 Pass 0.1413 30 pass 0.1428 29 23 79.0 0 Pass 23 85. 0.1442 27 pass 0.1457 26 22 84.0 0 Pass 22 84 . 0.1472 26 0.1486 24 21 87.0 pass 0 Pass 20 83 . 0.1501 24 0.1516 21 16 76.0 pass 0.1530 19 14 73 .0 Pass 0.1545 19 13 68 .0 pass 13 68.0 Pass 0.1559 19 pass 0.1574 17 13 76.0 12 70.0 Pass 0.1589 17 0.1603 16 12 75.0 Pass 10 62.0 Pass 0 .1618 16 0.1632 14 10 71.0 pass 0 Pass 10 83. 0 .1647 12 0.1662 10 9 90.0 pass Pass 0 .1676 10 9 90.0 pass 0.1691 10 8 80.0 7 70.0 Pass 0 .1705 10 0.1720 10 7 70.0 pass 0 Pass 6 60. 0.1735 10 pass 0.1749 10 6 60 .0 0 Pass 5 50 . 0.1764 10 0.1778 10 5 50 .0 pass 0 Pass 5 55 . 0.1793 9 0.1808 9 4 44 .0 pass 4 57 .0 Pass 0.1822 7 0.1837 7 4 57 .0 pass 4 66.0 Pass 0.1852 6 0.1866 4 4 100 .0 pass 3 75.0 Pass 0.1881 4 0.1895 3 3 100.0 pass 2 66.0 Pass 0.1910 3 0.1925 2 2 100.0 pass 0.1939 2 2 100 .0 Pass 0.1954 2 2 100.0 Pass 0.1968 2 2 100.0 Pass 0.1983 2 2 100.0 Pass 0.1998 2 2 100.0 Pass 0.2012 2 2 100.0 Pass 0.2027 2 1 50.0 Pass 0.2041 1 1 100.0 Pass 0.2056 0 1 n/a Fail 0.2071 0 1 n/a Fail The development has an increase in flow durations from 1/2 predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. Water Quality BMP Flow and Volume. I ! /- - Gc� On-line facility volume: 0.0596 acre-feet = Z 5 [G -7� ( On-line facility target flow: 0.0705 cfs. _ '—2C, ��^ � Adjusted for 15 min: 0.0797 cfs. ---);--�� Off-line facility target flow: 0.0404 cfs. Adjusted for 15 min: 0.0457 cfs. program and accompanying documentation as provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. _ ❑ X - 111 III Fle Edit View Help Tr ![1 Scer�ano Editor Schematic iitration iFacifitY ® Basin Filter Nampa ast Fitter T � and I®1 Rows To: - rl f= er Nw, Bottom Elevation: Dmrensians Riser!Weir F ltltmqMTa,11e Filter Filtration ® POC Hydraulic Conductivity(in/hr):Filter Material Depth(ftxView Scenario: ToiaiAcres: Fier Material Name(optronai) Volume Calculations fafi#ration fac0.5 Total Volurn®hom filter(acre ft) 0.5 Total Runoff volume from Riser(acre It)Total Volume(acre ft)Percentage filtered: 9 .3E1 y LL& i I l B 1R DING �� f j 1 f�•� t� ! i � •t rEL 0'9lDR7G :- A PC GATE — y� R a +� � rNa ...ter r ,.... �... _ s cnTE —?vt�z++nss 153 +00 ,xLtass 153 +00 77 I S tS 31 aL 1 z�c-nro rcz e� — Lxzrn wows ❑ ❑ I ol sonb ez'ss-nw ❑ cw.vEL GRWEL GRarE� MAPLE VALLEY HIGHWAY PHASE 2 — I-405 VICINITY EAST DRAINAGE BASIN EQUIVALENT .AREA i a ADVANTAGES DISADVANTAGES ALT 1 -LARGE SAND FILTER Single facility High maintenance frequency of sand filter TOTAL $97,940 High quality treatment i BUILDING H729 M H 7 3 U S S�Y r.� — �A 23 BIM= 54. 2_ / L 1 �_ .. // - _�IE _ F l 1,re a a BM 1 41 ._ ._. _.__. o 4 4 ------ v _ - i 1 ,53 01 NbNSS 0 MAPLE VALLEY HIGHWAY � L53t+ 0 PHASE 2 — I-405 VICINITY EAST DRAINAGE BASIN � WATER QUALITY BMP ALT #1 LARGE SAND FILTER — k ADVANTAGES DISADVANTAGES High quality treatment Annual replacement of media filters-$200/filter ALT 2-SAND FILTER/MEDIA FILTER TRAIN $100,280 Second lowest intial cost High maintenance frequency of sand filter TOTAL - - BUILDING P�1 = 5�-. 2 3� RIM = 5 4. 2 6 __ _.___.._ .__.__. ____.____._____-_— ----_.___._-____________-- _____. I N� z3',4'L` X `� � Frc..—r�..�,1, � I 4 t p -.i 4.. -- o V • r 15 + o0 - H!\!S S MAPLE VALLEY IGHW 153 + 00PHASE 2 — I-405 CINIT EAST DRAINAGE BASI WATER QUALITY BMP AL # SAND FILTER / MEDIA FILTER I ADVANTAGES DISADVANTAGES ALT 3-WET VAULT SAND FILTER TRAIN Vault provides pre-treatment Highest initial cost TOTAL $149,780 Largest footprint High maintenance frequency of sand filter, but lower than other sand filter options 'n'u' l L D I N -------------- S S'I'V'l H 7 2 9 RIM= 54. 26 Z 7777- IE= ?'?? E-T VAO GAT E ------------- I 'K 1(0 1K& SA' 2,7 (,TER. 4 BM '1 §41 4 4 10 4 '4 --------- 4 --------- 13 11 0 155 3 + 00 MAPLE VALLEY HIGHWAY PHASE 2 - 1-405 VICINITY 3 0 EAST DRAINAGE BASIN WET VAULT/SAND FILTER TRAIN ---------- V Y7 17'7 ADVANTAGES DISADVANTAGES ALT*'WET VAULT/MEDIA FILTER TRAIN Lowest initial cost ^mnux|replacementof media filters-$2uom|te, /u/aL $88,500 Vault provides pre-treatment BUILDING 23 1A) \XM\ IFIL MAPLE VALLEY HIGHWAY PHASE 2 - 1-405 VICINITY 153 + 100 WATER QUALITY BMP ALT #3 WET VAULT / MEDIA FILTER TRAIN r WESTERN WASHINGTON HYDROLOGY MODEL V2 PROJECT REPORT Project Name: West_NoSplit Site Address: City Gage Seatac Data Start 1948 Data End 1998 Precip Scale: 1.00 PREDEVELOPED LAND USE Basin Basin 1 Flows To Point of Compliance GroundWater: No Land Use Acres IMPERVIOUS: 0.42 DEVELOPED LAND USE Basin Basin 2 Flows To West Filter GroundWater: No Land Use Acres IMPERVIOUS: 0.42 RCHRES (POND) INFORMATION Filter Name: West Filter Filter Flows to : Point of Compliance Hydraulic Conductivity (in/hr) : 1 Filter Material Depth: 1 Filter Material: Volume Filtered (acre ft) : 52 .10 Percent of Total Volume: 00.00 Pond Rain / Evap is not activated. Dimensions Depth: Oft. Bottom Length: 26ft. Bottom Width 11.5ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Volume at Riser Head: 0.021 acre-ft. Discharge Structure Riser Height: 3 ft. Riser Diameter: 12 in. Pond Hydraulic Table Stage(ft) Area(acr) volume(acr-ft) Dschrg(cfs) Infilt(cfs) 0.000 0.007 0.000 0.000 0.000 0.100 0.007 0.001 0.000 0.007 0.200 0.007 0.001 0.000 0.008 0.300 0.007 0.002 0.000 0.008 0.400 0.007 0.003 0.000 0.009 0.500 0.007 0.003 0.000 0.009 0.600 0.007 0.004 0.000 0.010 0.700 0.007 0.005 0.000 0.010 0.800 0.007 0.005 0.000 0.011 0.900 0.007 0.006 0.000 0.011 1.000 0.007 0.007 0.000 0.012 1.100 0.007 0.008 0.000 0.012 1.200 0.007 0.008 0.000 0.012 1.300 0.007 0.009 0.000 0.013 1.400 0.007 0.010 0.000 0.013 1.500 0.007 0.010 0.000 0.014 1.600 0.007 0.011 0.000 0.014 1.700 0.007 0.012 0.000 0.015 1.800 0.007 0.012 0.000 0.015 1.900 0.007 0.013 0.000 0.016 2.000 0.007 0.014 0.000 0.016 2 .100 0.007 0.014 0.000 0.017 2 .200 0.007 0.015 0.000 0.017 2.300 0.007 0.016 0.000 0.018 2 .400 0.007 0.016 0.000 0.018 2 .500 0.007 0.017 0.000 0.018 2 .600 0.007 0.018 0.000 0.019 2 .700 0.007 0.019 0.000 0.019 2 . 800 0.007 0.019 0.000 0.020 2 .900 0.007 0.020 0.000 0.020 3 .000 0.007 0.021 0.000 0.021 3 .100 0.007 0.021 0.308 0.021 3.200 0.007 0.022 0.871 0.022 3.300 0.007 0.023 1.600 0.022 3.400 0.007 0.023 2 .464 0.023 3 .500 0.007 0.024 3 .443 0.023 3 .600 0.007 0.025 4 .526 0.024 3 .700 0.007 0.025 5.704 0.024 3 .800 0.007 0.026 6.969 0.024 3 .900 0.007 0.027 8.315 0.025 4 .000 0.007 0.027 9.739 0.025 ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(cfs) 2 year 0.104895 r i 5 year 0.127537 10 year 0.142171 25 year 0.160429 50 year 0.173934 100 year 0.187402 Flow Frequency Return Periods for Developed Unmitigated Return Period Flow(cfs) 2 year 0.104895 5 year 0.127537 10 year 0.142171 25 year 0.160429 50 year 0.173934 100 year 0.187402 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0.081755 5 year 0.114978 10 year 0.132445 25 year 0.150168 50 year 0.1608 100 year 0.169667 Yearly Peaks for Predeveloped and Developed-Mitigated Year Predeveloped Developed 1949 0.107 0.098 1950 0.153 0. 113 1951 0.103 0.104 1952 0.094 0.069 1953 0.084 0.053 1954 0.100 0.040 1955 0.107 0.098 1956 0 .103 0.092 1957 0.117 0.114 1958 0.106 0.072 1959 0 .082 0.083 1960 0.101 0.100 1961 0.089 0.066 1962 0.092 0.042 1963 0.087 0.058 1964 0 .103 0.048 1965 0.093 0.066 1966 0.092 0.041 1967 0.138 0.118 1968 0.156 0.065 1969 0.083 0.083 1970 0.092 0.092 1971 0.090 0.085 1972 0. 127 0.122 1973 0.084 0.065 1974 0.092 0.041 1975 0.121 0.111 1976 0.083 0.084 1977 0. 107 0.042 1978 0.139 0.118 1979 0.137 0.043 1980 0.113 0.109 1981 0.126 0.109 1982 0. 172 0.168 1983 0. 127 0.109 1984 0. 095 0.053 1985 0.091 0.087 1986 0. 110 0.110 1987 0.159 0.131 1988 0.077 0.060 1989 0.096 0.018 1990 0. 171 0.171 1991 0. 161 0.159 1992 0. 095 0.086 1993 0. 066 0.054 1994 0.079 0.018 1995 0. 098 0.072 1996 0. 113 0.110 1997 0. 110 0.083 1998 0.120 0.071 Ranked Yearly Peaks for Predeveloped and Developed-Mitigated Rank Predeveloped Developed 1 0.1714 0.1683 2 0.1610 0.1593 3 0.1591 0.1312 4 0.1562 0.1220 5 0.1528 0.1183 6 0.1391 0.1181 7 0.1381 0.1139 8 0.1375 0.1132 9 0.1274 0.1106 10 0.1272 0.1100 11 0.1261 0.1100 12 0.1206 0.1094 13 0.1198 0.1089 14 0.1168 0.1087 15 0.1131 0.1041 16 0.1127 0.0998 17 0.1101 0.0981 18 0.1096 0.0976 19 0.1074 0.0918 20 0.1072 0.0917 21 0.1070 0.0875 22 0.1063 0.0859 23 0.1034 0.0845 24 0.1033 0.0837 25 0.1032 0.0832 26 0.1013 0.0831 27 0.0998 0.0828 28 0.0979 0.0722 29 0.0961 0.0715 30 0.0953 0.0706 31 0.0949 0.0694 32 0.0937 0.0660 33 0.0926 0.0657 s y ' 34 0.0918 0.0652 35 0.0918 0.0650 36 0.0917 0.0603 37 0.0917 0.0581 38 0.0911 0.0542 39 0.0895 0.0531 40 0.0888 0. 0528 41 0.0869 0.0481 42 0.0842 0.0427 43 0.0836 0.0421 44 0.0834 0.0418 45 0.0830 0.0411 46 0.0816 0.0410 47 0.0787 0. 0400 48 0.0766 0.0184 49 0.0657 0.0181 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass/Fail 0.0524 1178 383 32 .0 Pass 0.0537 1099 360 32 .0 Pass 0.0549 1017 346 34 .0 Pass 0.0561 934 329 35.0 Pass 0.0574 863 314 36.0 Pass 0.0586 804 305 37.0 Pass 0.0598 746 292 39.0 Pass 0.0610 696 274 39.0 Pass 0.0623 644 265 41.0 Pass 0.0635 602 248 41.0 Pass 0.0647 567 235 41.0 Pass 0.0659 522 219 41.0 Pass 0.0672 481 210 43 .0 Pass 0.0684 443 198 44 .0 Pass 0.0696 420 184 43 .0 Pass 0.0709 396 174 43.0 Pass 0.0721 373 159 42 .0 Pass 0.0733 336 151 44 .0 Pass 0.0745 318 144 45. 0 Pass 0.0758 292 138 47. 0 Pass 0.0770 272 128 47.0 Pass 0.0782 246 120 48.0 Pass 0.0794 232 116 50.0 Pass 0.0807 214 114 53.0 Pass 0.0819 202 106 52.0 Pass 0.0831 190 98 51.0 Pass 0.0844 182 91 50.0 Pass 0.0856 166 85 51.0 Pass 0.0868 156 83 53 .0 Pass 0.0880 144 77 53 .0 Pass 0.0893 138 70 50.0 Pass 0.0905 129 66 51.0 Pass 0.0917 121 63 52.0 Pass 0.0929 107 61 57.0 Pass 0.0942 101 58 57.0 Pass 0.0954 96 57 59.0 Pass 0.0966 90 54 60.0 Pass 0.0979 87 52 59.0 Pass 0.0991 82 48 58 .0 Pass 0.1003 79 45 56.0 Pass 0.1015 72 45 62.0 Pass 0.1028 65 42 64 .0 Pass 0.1040 61 40 65.0 Pass 0.1052 57 39 68.0 Pass 0.1064 52 37 71. 0 Pass 0.1077 49 36 73. 0 Pass 0.1089 45 33 73.0 Pass 0.1101 43 28 65.0 Pass 0.1114 40 26 65.0 Pass 0.1126 39 26 66.0 Pass 0.1138 35 23 65.0 Pass 0. 1150 34 22 64.0 Pass 0.1163 33 21 63.0 Pass 0.1175 30 20 66.0 Pass 0. 1187 30 16 53.0 Pass 0.1199 29 15 51.0 Pass 0. 1212 27 14 51.0 Pass 0. 1224 26 13 50.0 Pass 0.1236 26 13 50.0 Pass 0.1248 24 11 45.0 Pass 0.1261 24 11 45.0 Pass 0.1273 21 11 52.0 Pass 0.1285 19 10 52 .0 Pass 0 .1298 19 9 47.0 Pass 0. 1310 19 9 47.0 Pass 0.1322 17 8 47.0 Pass 0.1334 17 8 47.0 Pass 0.1347 16 8 50.0 Pass 0.1359 16 8 50.0 Pass 0.1371 14 8 57.0 Pass 0.1383 12 8 66.0 Pass 0.1396 10 8 80.0 Pass 0. 1408 10 6 60.0 Pass 0.1420 10 6 60.0 Pass 0. 1433 10 6 60.0 Pass 0. 1445 10 6 60.0 Pass 0.1457 10 6 60.0 Pass 0. 1469 10 6 60.0 Pass 0. 1482 10 6 60.0 Pass 0. 1494 10 5 50.0 Pass 0. 1506 9 5 55.0 Pass 0. 1518 9 5 55. 0 Pass 0. 1531 7 4 57.0 Pass 0.1543 7 4 57.0 Pass 0. 1555 6 4 66.0 Pass 0. 1568 4 3 75.0 Pass 0.1580 4 3 75.0 Pass 0.1592 3 3 100.0 Pass 0. 1604 3 2 66.0 Pass 0.1617 2 2 100.0 Pass 0.1629 2 2 100.0 Pass 0.1641 2 2 100.0 Pass 0.1653 2 2 100.0 Pass 0. 1666 2 2 100.0 Pass 0 . 1678 2 2 100.0 Pass 0.1690 2 1 50.0 Pass 0. 1703 2 1 50.0 Pass 0 . 1715 2 1 50.0 Pass 0.1727 0 0 50.0 Pass 0 . 1739 0 0 .0 Pass Water Quality BMP Flow and volume. On-line facility volume: 0.0441 acre-feet On-line facility target flow: 0.0522 cfs. Adjusted for 15 min: 0.059 cfs. Off-line facility target flow: 0.0299 cfs. Adjusted for 15 min: 0.0338 cfs. program and accompanying documentation as provided 'as-is, without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. x Ede Y OVI . �_�_ - c � Scenario Editor, °3 Nration Facility x Basin Fitter Name est Filter — <406 M 'ond Flows To: OR4 �$pGtter Extender Bottom Elevation:u ft Dirn"sim I fuser t Weir Fihration SSD Table Filter lFiftration . �f rJ Hydraulic Conductivity a POC (rn�'hrl: 1 Filter Material Depth(ft� 1.5 Yew SCehariM-11, Total Acres: Fier Material Name(optionalr 1 �t 0.41 _ 0,42 Volume Calculations for filtration facilities 0.42 Total Volume from filter(acre ftj 52.058 Total Runoff volume from Fuser(acre ft) F 02.545 Total Volume(acre ft) 54.643 Percentage filtered: ` 95.34 WESTERN WASHINGTON HYDROLOGY MODEL V2 PROJECT REPORT Project Name: West—Basic Site Address: City Report Date : 9/9/2005 Gage Seatac Data Start 1948 Data End 1998 Precip Scale: 1.00 PREDEVELOPED LAND USE Basin Basin 1 Flows To Point of Compliance GroundWater: No Land Use Acres IMPERVIOUS: 0.42 DEVELOPED LAND USE Basin Basin 2 Flows To West Filter GroundWater: No Land Use Acres IMPERVIOUS: 0.42 RCHRES (POND) INFORMATION Filter Name: West Filter Filter Flows to : Point of Compliance Hydraulic Conductivity (in/hr) : 1 Filter Material Depth: 1 Filter Material: Volume Filtered (acre ft) : 49.80 Percent of Total Volume: 00. 00 Pond Rain / Evap is not activated. Dimensions Depth: Oft. Bottom Length: 20ft. Bottom Width 11.5ft. Side slope 1: 0 To 1 Side slope 2: 0 To 1 Side slope 3: 0 To 1 Side slope 4: 0 To 1 Volume at Riser Head: 0. 016 acre-ft. Discharge Structure Riser Height: 3 ft. Riser Diameter: 12 in. Pond Hydraulic Table _ Stage(ft) Area(acr) Volume(acr-ft) Dschr (cfs) Infilt(cfs) 0.000 0.005 0.000 0.000 0.000 0.100 0.005 0.001 0.000 0.006 0.200 0.005 0.001 0.000 0.006 0.300 0.005 0.002 0.000 0.006 0.400 0.005 0.002 0.000 0.007 0.500 0.005 0.003 0.000 0.007 0.600 0.005 0.003 0.000 0.007 0.700 0.005 0.004 0.000 0.008 0.800 0.005 0.004 0.000 0.008 0.900 0.005 0.005 0.000 0.009 1.000 0.005 0.005 0.000 0.009 1. 100 0.005 0.006 0.000 0.009 1.200 0.005 0.006 0.000 0.010 1.300 0.005 0.007 0.000 0.010 1.400 0.005 0.007 0.000 0.010 1.500 0.005 0.008 0.000 0.011 1.600 0.005 0.008 0.000 0.011 1.700 0.005 0.009 0.000 0.011 1. 800 0.005 0.010 0.000 0.012 1.900 0.005 0.010 0.000 0.012 2.000 0.005 0. 011 0.000 0.012 2. 100 0.005 0.011 0.000 0.013 2.200 0.005 0.012 0.000 0.013 2.300 0.005 0.012 0.000 0.013 2.400 0.005 0.013 0.000 0.014 2.500 0.005 0.013 0.000 0.014 2.600 0.005 0.014 0.000 0.015 2.700 0.005 0.014 0.000 0.015 2. 800 0.005 0.015 0.000 0.015 2. 900 0.005 0.015 0.000 0.016 3. 000 0.005 0.016 0.000 0.016 3.100 0.005 0.016 0.308 0.016 3.200 0.005 0.017 0.871 0.017 3.300 0.005 0.017 1.600 0.017 3 .400 0.005 0.018 2.464 0.017 3.500 0.005 0.018 3.443 0.018 3.600 0.005 0.019 4.526 0.018 3.700 0.005 0.020 5.704 0.018 3.800 0.005 0.020 6.969 0.019 3.900 0.005 0.021 8.315 0.019 4.000 0.005 0.021 9.739 0.020 ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(cfs) 2 year 0.104895 5 year 0.127537 10 year 0.142171 25 year 0.160429 50 year 0.173934 100 year 0.187402 Flow Frequency Return Periods for Developed Unmitigated Return Period Flow(cfs) 2 year 0.104895 5 year 0.127537 10 year 0.142171 25 year 0.160429 50 year 0.173934 100 year 0.187402 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0.089115 5 year 0.11813 10 year 0.136449 25 year 0.158747 50 year 0.174826 100 year 0.19051 Yearly Peaks for Predeveloped and Developed-Mitigated Year Predeveloped Developed 1949 0. 107 0.109 1950 0.153 0.144 1951 0.103 0.103 1952 0.094 0.078 1953 0.084 0.073 1954 0.100 0.081 1955 0.107 0.095 1956 0.103 0.100 1957 0.117 0.116 1958 0.106 0.074 1959 0.082 0.081 1960 0.101 0.100 1961 0.089 0.082 1962 0.092 0.055 1963 0.087 0.062 1964 0.103 0.049 1965 0.093 0.068 1966 0 .092 0.090 1967 0.138 0.136 1968 0.156 0.112 1969 0.083 0.082 1970 0.092 0.091 1971 0.090 0.085 1972 0.127 0.125 1973 0.084 0.072 1974 0.092 0.068 1975 0.121 0.117 1976 0.083 0.084 1977 0.107 0.056 1978 0.139 0.133 1979 0. 137 0.063 1980 0.113 0.110 1981 0.126 0.126 1982 0.172 0.175 1983 0.127 0.115 1984 0.095 0.059 1985 0.091 0.092 1986 0.110 0. 110 1987 0.159 0. 110 1988 0.077 0.061 1989 0.096 0.043 1990 0.171 0.170 1991 0.161 0.160 1992 0.095 0.092 1993 0.066 0.054 1994 0.079 0.041 1995 0.098 0.075 1996 0.113 0.110 1997 0.110 0.107 1998 0. 120 0.087 Ranked Yearly Peaks for Predeveloped and Developed-Mitigated Rank Predeveloped Developed 1 0.1714 0.1699 2 0.1610 0.1597 3 0.1591 0.1437 4 0.1562 0. 1357 5 0.1528 0.1333 6 0.1391 0.1264 7 0.1381 0.1255 8 0.1375 0.1170 9 0.1274 0.1159 10 0.1272 0.1145 11 0.1261 0.1124 12 0.1206 0. 1102 13 0.1198 0. 1100 14 0.1168 0.1100 15 0.1131 0.1098 16 0.1127 0.1091 17 0.1101 0.1068 18 0.1096 0. 1033 19 0.1074 0. 1005 20 0.1072 0.1001 21 0.1070 0.0953 22 0.1063 0.0919 23 0.1034 0.0917 24 0.1033 0.0909 25 0.1032 0.0899 26 0.1013 0.0874 27 0.0998 0.0850 28 0.0979 0.0836 29 0.0961 0.0819 30 0.0953 0.0817 31 0.0949 0.0810 32 0.0937 0.0809 c 33 0.0926 0.0785 34 0.0918 0.0748 35 0.0918 0.0738 36 0.0917 0.0727 37 0.0917 0.0724 38 0.0911 0.0683 39 0.0895 0.0682 40 0.0888 0.0627 41 0.0869 0.0620 42 0.0842 0.0608 43 0.0836 0.0590 44 0.0834 0.0564 45 0.0830 0.0554 46 0.0816 0.0543 47 0.0787 0.0489 48 0.0766 0.0432 49 0.0657 0.0414 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass/Fail 0.0524 1178 552 46.0 Pass 0.0537 1099 523 47.0 Pass 0.0549 1017 489 48. 0 Pass 0.0561 934 466 49. 0 Pass 0.0574 863 448 51.0 Pass 0.0586 804 424 52 .0 Pass 0.0598 746 394 52 .0 Pass 0.0610 696 370 53 .0 Pass 0.0623 644 353 54.0 Pass 0.0635 602 327 54 .0 Pass 0.0647 567 313 55.0 Pass 0.0659 522 298 57.0 Pass 0. 0672 481 278 57.0 Pass 0.0684 443 260 58.0 Pass 0.0696 420 244 58. 0 Pass 0.0709 396 233 58.0 Pass 0.0721 373 223 59.0 Pass 0.0733 336 206 61.0 Pass 0.0745 318 194 61. 0 Pass 0. 0758 292 178 60. 0 Pass 0. 0770 272 169 62 . 0 Pass 0.0782 246 159 64 .0 Pass 0.0794 232 153 65. 0 Pass 0 .0807 214 140 65. 0 Pass 0. 0819 202 125 61.0 Pass 0. 0831 190 118 62 . 0 Pass 0. 0844 182 111 60.0 Pass 0.0856 166 108 65.0 Pass 0.0868 156 100 64 . 0 Pass 0 .0880 144 95 65. 0 Pass 0.0893 138 92 66.0 Pass 0. 0905 129 86 66.0 Pass 0. 0917 121 81 66.0 Pass 0.0929 107 74 69.0 Pass 0.0942 101 70 69.0 Pass 0. 0954 96 66 68. 0 Pass Y r � l a 0.0966 90 64 71.0 Pass 0. 0979 87 62 71.0 Pass 0.0991 82 60 73.0 Pass 0. 1003 79 54 68.0 Pass 0.1015 72 52 72.0 Pass 0.1028 65 50 76.0 Pass 0 .1040 61 47 77.0 Pass 0.1052 57 46 80.0 Pass 0. 1064 52 43 82.0 Pass 0.1077 49 41 83.0 Pass 0.1089 45 39 86.0 Pass 0.1101 43 31 72. 0 Pass 0.1114 40 30 75.0 Pass 0.1126 39 28 71.0 Pass 0.1138 35 28 80.0 Pass 0.1150 34 27 79.0 Pass 0.1163 33 25 75.0 Pass 0. 1175 30 23 76.0 Pass 0.1187 30 23 76.0 Pass 0. 1199 29 23 79.0 Pass 0.1212 27 23 85.0 Pass 0. 1224 26 22 84.0 Pass 0. 1236 26 22 84.0 Pass 0. 1248 24 21 87.0 Pass 0 . 1261 24 20 83 .0 Pass 0.1273 21 18 85. 0 Pass 0. 1285 19 17 89.0 Pass 0.1298 19 14 73.0 Pass 0. 1310 19 13 68. 0 Pass 0. 1322 17 13 76.0 Pass 0.1334 17 12 70.0 Pass 0.1347 16 12 75.0 Pass 0. 1359 16 11 68.0 Pass 0. 1371 14 10 71.0 Pass 0. 1383 12 10 83 .0 Pass 0. 1396 10 9 90.0 Pass 0.1408 10 8 80.0 Pass 0.1420 10 8 80.0 Pass 0. 1433 10 7 70.0 Pass 0.1445 10 6 60.0 Pass 0.1457 10 6 60. 0 Pass 0. 1469 10 6 60.0 Pass 0. 1482 10 5 50.0 Pass 0.1494 10 5 50.0 Pass 0. 1506 9 5 55.0 Pass 0. 1518 9 4 44.0 Pass 0 .1531 7 4 57.0 Pass 0. 1543 7 4 57.0 Pass 0. 1555 6 4 66.0 Pass 0 .1568 4 4 100.0 Pass 0. 1580 4 3 75.0 Pass 0. 1592 3 3 100.0 Pass 0.1604 3 2 66.0 Pass 0. 1617 2 2 100.0 Pass 0. 1629 2 2 100. 0 Pass 0.1641 2 2 100.0 Pass k � r � 1 7 r 0.1653 2 2 100.0 Pass 0.1666 2 2 100.0 Pass 0.1678 2 2 100.0 Pass 0.1690 2 2 100.0 Pass 0.1703 2 1 50.0 Pass 0.1715 2 1 50.0 Pass 0.1727 0 1 n/a Fail 0.1739 0 1 n/a Fail The development has an increase in flow durations from 1/2 predeveloped 2 year flow to the 2 year flow or more than a 10% increase from the 2 year to the 50 year flow. Water Quality BMP Flow and Volume. On-line facility volume: 0.0441 acre-feet On-line facility target flow: 0.0522 cfs. Adjusted for 15 min: 0.059 cfs. Off-line facility target flow: 0.0299 cfs. Adjusted for 15 min: 0.0338 cfs. program and accompanying documentation as provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and/or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. Ego-, Edit YkM H -> : . �� - Tips Scenario Editor Schematic riftration Facirrty Benin Filter Name lNest Filter —^-] :ON - Pond Flows To: a $r Ektendei Bottom Elevation:®ft Mb lt�foas Riser l Weir Fittratirn 5SD Table `= Filter FWMM r POC Hydraulic Conductivity(rn/hr): 1 Filter Material Depth(ftk 7.5 View Scenario Total Acres: Feet Material Name(optimalt 0.42 0.42 Volume Calculations for filtration facilities 0,42 Total Volume from filter(acre ft) Ed9.736 Total Runoff volume from Riser(acre ft) 04.845 Total Volume(acre ft) 1 54.643 Percentage filtered 73 D a O • TE is OS-nia 17 Cs+ LS6ZN/55 T LEYNk 1 P� 6ES 13 RCP CES I17 ?7�RCP t O• ,q ` M �55 k00 154 +00 i 154 + 15 +00 I 1 55 +00 V` 12'CYP 8,m t 1 SSY;;J7p, S� 1 ypr f 1 I CMSS 18 f •tL•HnV ��•... _ 'RCP Ie'RCP ISSYn J7C1 fR!u.69.IC - tS1w'g1E 7G a� 3 tyis•D • a tS-mld B 5 strrµ O u •7 (�' £ .< D< { 1 r < .22 • i , w 495 17 Y52.21 iEE. OS TSE- 558 MAPLE VALLEY HIG WAY PHASE 2 - I-405 VICI TY WEST DRAINAGE BA STEP ! o EQUIVALENT AREA r C � ADVANTAGES DISADVANTAGES ALT 1 -LARGE SAND FILTER Single facility High maintenance frequency of sand filter TOTAL $101,060 High quality treatment a_ ez o I -3�3 nio Oro SN G RA, SE RCP �;•_1 18" RCP MAPLE VALLEY HIGHWAY PHASE 2 - I-405 VICINITY 7 WEST DRAINAGE BASIN WATER QUALITY BMP ALT #1 = I C B 325 -- LARGE SAND FILTER r ALT 2-SAND FILTER!MEDIA FILTER TRAIN ADVANTAGES DISADVANTAGES High quality treatment Annual replacement of media filters-$200/filter TOTAL $97,550 Second lowest intial cost High maintenance frequency of sand filter v vx/)( L v 3Nn Noy3ani n'd a I , , , GRq B�USN SE 8" RCP 18 RCP L � Zt MAPLE VALLEY HIGHWAY PHASE 2 - I-405 VICINITY CB 325 WEST DRAINAGE BASIN RIM - 47.fl WATER QUALITY BMP ALT #2 I E N -4 3.8 4 � SAND FILTER / MEDIA FILTER TRAIN IF S-4 .22 ALT 4-WET VAULT MEDIA FILTER TRAIN ADVANTAGES DISADVANTAGES TOTAL Lowest initial cost Annual replacement of media filters-$200/fifter $78,920 Vault Provides pre-treatment 71 Jo�in �,O"v30_ d .11 � � �1�0 l / ' ............................ G RA S/ - RCP RCP T MAPLE VALLEY HIGHWAY PHASE 2 - 1-405 VICINITY WEST DRAINAGE BASIN B 325 WATER QUALITY BMP ALT #3 r-11 I k A A -7 f\ WET VAULT / MEDIA FILTER TRAIN '1' L____ ADVANTAGES DISADVANTAGES ALT 3-WET VAULT/SAND FILTER TRAIN Vault provides pre-treatment Highest initial cost TOTAL $118,960 Largest footprint High maintenance frequency of sand filter, - V but lower than other sand filter options / I .41 t 18" RCP ' - 18" RCP MAPLE VALLEY HIGHWAY PHASE 2 - I-405 VICINITY t C B 325 WEST DRAINAGE BASIN RIM= 47. WET VAULT/SAND FILTER TRAIN IE N- 43.84