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SWP272952(5)
E; 0 UVAL I L AVENUE NE / CO AL CREEK PARKWAY SE D RECONSTRUCTION PROJECT ® Drawing Index 12 Drawing Sheet Drawing Sheet PORT s s No. No. Drawing Title No. IN Drawing Title ANGELES VEREJ-.: IR-1 1 Index,Vicinity Map SD 17 66 Drainage Details-Sheet 4 V-1 2 Legend,Abreviations,General Notes SD-18 67 Drainage Details-Sheet 5 PROJECT •SQ-1 3 Summary of Quantities-Sheet 1 SD-19 68 Drainage Details-Sheet 6 TL SQ-2 4 Summaryof Quantities-Sheet 2 SD-20 69 Drainage Details-Sheet 7 LOCATION a o •SQ3 5 Summaryof Quantities-Sheet 3 SD-21 70 Drainage Laterals-Sheet e •SQ4 6 Summaryof Quantities-Sheet 4 SD 22 71 Dralna a Laterals-Sheet 2 •C-1 7 Borrow, quarry,stockpile,waste sites-and reclamation Ian-Sheet 1 SD-23 72 Drslna a Laterals-Sheet = so •C-2 8 Borrow,pit,quarry,stockpile,waste sites-and reclamation plan-Sheet 2 SD-24 73 Drainage Laterals-Sheet 4 R M RT EN C3 9 Roadway Sections-Sheet 1 SD-25 74 Drainage Laterals-Sheet 5 1In`} a C-4 10 Roadway Sections-Sheet 2 SD-25 75 Drainage Laterals-Sheet 6 C-5 11 Roadway Sections-Sheet 3 'IR-1 76 Irrigation Plan-Sheet 1 s •C$ 12 Stage Construction Plan-Sheet 1 •IR-2 77 Irrigation Plan-Sheet 2 SHELTON �. e •C-7 13 Stage Construction Plan-Sheet 2 •IR3 78 Irrigation Details-Sheet 1 0 TA I 'C$ r14Sta Construction Plan-Sheet 3 •IR-4 79 Irri ation Details-Sheet 2 �� •C-9Sta a Construction Plan-Sheet 4 'L-1 80 Landsca 'n Plan-Sheet 1 ABERDEEN10Demolition,Tempos Erosion and-Sedimentation Control Plan-Sheet 1 'L-2 81 Landscaping Plan-Sheet 2 OLY PIA 1 s G11Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 2 •L3 82 Landscaping Details-Sheet 1 C-12Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 3 'L4 83 Landscaping Details-Sheet 2 G13Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 4 P-1 84 Paving Plan-Sheet 1 a G74Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 5 P-2 85 Paving Plan-Sheet 2 CENTRALIA G15 21 Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 6 P3 86 Paving Plan-Sheet 3 CHEHALIS N G16 22 Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 7 P4 87 PavingPlan-Sheet 4 G17 23 Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 8 P-5 88 Paving Plan-Sheet 5 r G18 24 Demolition,Temporary Erosion and-Sedimentation Control Plan-Sheet 9 P$ 89 Pming Plan-Sheet 6 r G19 25 Not Used P-7 90 Paving Plan-Sheet 7 AREA MAP G-20 26 Temporary Erosion and Sedimentation Control Details P$ 91 Pming Plan-Sheet 8 'G21 27 Bill of material or quantity tabulation-Demolition,Erosion Control P� 92 Pavng Plan-Sheet 9 �a eee A N G22 28 Roadway Alignment-Plan and Profile-Sheet 1 P-10 93 Not Used NEWCASTLE KING COUNTY CITY OF I 29 Roadway Alignment-Plan and Profile-Sheet 2 P-11 sa Paving Details-Sheet 1 ® °°a XNEWCASTLE CITY LIMITS 9 x He SI i ®A 30 Roadwa All nment-Plan and Profile-Sheet 3 P-12 95 Pmi Details-Sheet 2avd A END PROJECT 31 Roadwa Ali nment-Plan and Profile-Sheet 4 P-13 96 PaAn Details-Sheet 3e A B STA 221+62 32 Roadwa Ali nment-Plan and Profile-Sheet 5 P-14 97 Pavi Details-Sheet 4N 33 Roadwa Ali nment-Plan and Profile-Sheet 6 P-15 98 Pavi Details-Sheet 5xE 31d A 34 Roadway Alignment-Plan and Profile-Sheet 7 •P-16 99 BIII of material or quantit tabulation-Paving 35 Roadway Alignment-Plan and Profile-Sheet 8 CH-1 100 Channelization Plan-Sheet 1 SEpPROJECT AREA 36 Roadway Alignment-Plan and Profile-Sheet 9 CH-2 101 Channelization Plan-Sheet 2 x 2ah A I e s _ VA A qfy 37 Not Used CH3 102 Channelization Plan-Sheet 3 p 38 Roadway Alignment-Supereleration CH 103 Channelization Plan-Sheet 4 xEnea KING COUNTY CITY OF � RENTON CITY LIMITS G33 � Intersection-Plan and Profile-Sheet 1 CH-5 104 Channelization Plan-Sheet 5 `^ RENTON ! xE rse A xE am' C-34 40 Intersection-Plan and Profile-Sheet 2 CH-6 105 Channelization Plan-Sheet 6 d fi ` C-35 41 Intersection-Plan and Profile-Sheet 3 CH-7 106 Channelization Plan-Sheet 7 1 SE Ieew A J 751h HE z+u a xr zah / C38 42 Intersection-Plan and Profile-Sheet 4 CH-8 107 Channelization Plan-Sheet 8 N 2/e 0 LU R a Iom A xE Me K 21U lees lx � G37 43 Intersection-Plan and Profile-Sheet 5 CH-9 108 Channelization Plan-Sheet 9 V HE M � ' '* <BE IDA ,2,, ° BEGIN PROJECT G38 44 Intersection-Plan and Profile-Sheet 6 CH-10 109 Not Used p as St �� n+/� �„ (1z1„ STA 179+00 G39 45 Driveway Plan and Profile-Sheet 1 CH-11 110 Sign Relocation Specifications , 21,1 C40 46 Driveway Plan-Sheet 2 CH-12 111 Sign Specifications Y O 9'h' ¢ I fl` I a xr Inn A C-41 47 DrivewayPlan-Sheet 3 CH-13 112 Sin Details-Sheet 1 s C-42 48 Driveway Plan-Sheet 4 CH-14 113 ISign Details-Sheet 2 6 O NE IA,q *❑ NE Lew G43 49 DrivewayPlan and Profile-Sheet 5 'CH-15 114 Sin Details-Sheet 3 �1 A 'SD-1 50 Drainage Structure Notes-Sheet 1 'CH-16 115 Bill of material or quantitytabulation-Channelization-Sheet 1 s$ 4` Y 5 ! •SD-2 51 Drainage Structure Notes-Sheet 2 *CH-17 116 Bill of material or quantity tabulation-Channelization-Sheet 2 'SD-3 52 Drainage Structure Notes-Sheet 3 'CH-18 117 Miscellaneous Details HE u A � bl SD4 53 Drainage Plan and Profile-Sheet 1 'TS-1 118 Traffic Signal Plan fj ®� SD-5 54 Drainage Plan and Profile-Sheet 2 'TS-2 119 Traffic Signal Details I[Iz O NE Ize A SD-6 55 Drainage Plan and Profile-Sheet 3 S-1 120 Retaining Wall Plans and Profiles-Sheet 1 ION K SD-7 Ri Drainage Plan and Profile-Sheet 4 S-2 121 Retaining Wall Plans and Profiles-Sheet 2 I$y)D ®a nw W lbw e a SD-857 Drainage Plan and Profile-Sheet 5 S3 122 RetainingWall Details SD-9 58 Drainage Plan and Profile-Sheet 6 S4 123 IRetaining Wall Plans and Profiles-Sheet 1 xE Ioe i a 4" �((ll�laa A SD 10 59 Drains a Plan and Profile-Sheet 7 S-5 124 Retaining Wall Plans and Profiles-Sheet 2 Ll +W A Ivx A SD-11 60 Drainage Plan and Profile-Sheet 8 'S$ 125 Retaining Wall Details Ti 0er xE rae a SD-12 61 Drainage Plan and Profile Sheet 9 TG1 126 Traffic Control Plan-Phase 1-Sheet 1 SD-13 62 Not Used xE ea a TC-2 127 Traffic Control Plan-Phase 1-Sheet 2 e® Qs F ,a a yw flee A SD 14 63 Drainage Details-Sheet 1 •TG3 128 Traffic Control Plan-Phase 1-Sheet 3 d SD-15 64 Drainage Details-Sheet 2 CS-1 129 Construction Sign Specifications-Sheet 1 VICINITY MAP 1000 0 1000 2000 SD-16 FK I Drain a Details-Sheet 3 CS-2 130 Construction Sign Specifications-Sheet 2 p 1"=1000 •CS3 131 Advance Signing Plan �4 o'x,��t scale feet Not Included In This Submittal t-16�qG� rgN 333o19THAVENUESOUTH `" °" A CITY OF DUVALL AVE NE 2/24/04 DES ROADWAY IMPROVEMENTS e,2 �,, _ FEDERAL WAY,WASHINGTON -� RENTON _ BERGER/ABAM 98003 2600 °"" H ' � _�I DATUM IEMp7,�' E x e I X E E e e I x e.VOICE:(206)•131-2300 °�tus Planning/Building/Public Works Dept. INDEX,VICINITY MAP IR-1 EXPIRES MNLCH-5,2DDA Ring� �, �.� FAX: (206y431-2250 NO REVISION BY DATE APPR ::;,;��` cup 1 67 31 >, LIST OF ABBREVIATIONS LEGEND C3 SYMBOL SYMBOL C3 A—N SIDEWALK ALIGNMENT DATA, SEE SHEET C-34 ABAN ABANDONED EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION BVCE BEGIN VERTICAL CURVE ELEVATION ❑ ■ CATCH BASIN/CURB INLET ❑PR POWER RISER BVCS BEGIN VERTICAL CURVE STATION CB CATCH BASIN ——sT— ——sT— STORM SEWER PIPE Oco SEWER CLEANOUT CMP CORRUGATED METAL PIPE ——�— EXISTING DRAIN CONC CONCRETE — — — — OUTERDUCT/CONDUIT 0 BOLLARD CORR CORRUGATED i SIGN POST D. I . DUCTILE IRON O • STORM SEWER MANHOLE ❑0 POWER TRANSFORMER DIA DIAMETER DROP DROP INLET 0SANITARY SEWER MANHOLE ©N TV RISER DWY DRIVEWAY O TELEPHONE MANHOLE EOP EDGE OF PAVEMENT ® WATER MANHOLE ID TV JUNCTION BOX EVCE END VERTICAL CURVE ELEVATION O MANHOLE (TYPE UNKNOWN) sv® SPRINKLER VALVE EVCS END VERTICAL CURVE STATION ® WATER METER GI GRATE INLET m WATER VALVE BUS BUS STOP SIGN I E INVERT -fir FIRE HYDRANT LF LINEAL FEET �O GAS METER LT LEFT > INVERT/CULVERT MH MANHOLE a TELEPHONE RISER mTJB TELEPHONE JUNCTION BOX NDCBU NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT a CABLE TV RISER CABLE TV VAULT NTS NOT TO SCALE S— SANITARY SEWER ® PVI POINT OF VERTICAL INTERSECTION —G— GAS LINE D STORM DRAINAGE VAULT RCP REINFORCED CONCRETE PIPE —P/T/c TELECOMMUNICATIONS BANK RT RIGHT TV CABLE TV VAULT S SLOPE —W— WATER LINE SSMH SANITARY SEWER MANHOLE —P— UNDERGROUND POWER —0 WATER BLOWOFF VALVE ST STORM SEWER -0 WOOD POLE STA STATION ¢ E STREET LIGHT ROCK WALL TELE TELEPHONE E DOWN GUY TV TELEVISION TRAFFIC SIGNAL LIGHT GUARD RAIL VC VERTICAL CURVE ROCK WALL P/r/ry AERIAL POWER LINE W/ TELEPHONE AND TV TREE, CONIFEROUS 0 POWER LINE 1.4 TREE, DECIDUOUS T TELEPHONE LINE ( SHRUB X FENCE LINE STREET ADDRESS NUMBER XXXXX (4TH AVENUE UNLESS BUILDING F--I OTHERWISE NOTED) 20--7 CONTOUR LINE (5' INTERVALS) — — — APPROX. RIGHT—OF—WAY 10--OZD ROCK FACING ""'%-1"'............—GENERAL NOTES: UNDERGROUND UTILITIES CONTOUR LINE (1' INTERVALS) + FOUND TACK IN LEAD C]stce STREET LIGHT CONTROL BOX I . FOR CATCH BASINS AND YARD DRAINS, STATION AND OFFSET REFER TO CENTER POINT OF GRATE. FOR MANHOLES, WATER DISTRICT 249,—8535 KING COUNTY m PM POWER METER v 1 STATION AND OFFSET REFER TO CENTER POINT OF MANHOLE. DALE CAP 206-24 p m PJB POWER JUNCTION BOX O 2. CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY WATER DISTRICT 20, KING COUNTY o MAILBOX O FOR RELOCATING POWER LINES, REMOVING LUMINARIES, AND THOMAS PARTANEN 425-637-3693 WATER SPIGOT 11.0 CONNECTING TO POWER VAULT. POWER LINES SHALL BE RELOCATED � SEATTLE PUBLIC UTILITIES, WATER SERVICES ❑Ice IRRIGATION CONTROL BOX PRIOR TO CURB, GUTTER, AND SIDEWALK INSTALLATION. LIONE LIONEL SUN 206-684-5800 ❑lcv IRRIGATION CONTROL VALVE 3. CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE COMPANY FOR ADJUSTING TELEPHONE RISERS AND MANHOLES TO GRADE. SOUTHWEST SURBURBAN SEWER DISTRICT aD��_ TRAFFIC SIGNAL POLE 206-244-9575 4. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR RELOCATION 0 TELEPHONE VAULT OF SIGNS OUTSIDE OF RIGHT—OF—WAY. CONTRACTOR SHALL SUBMIT PUGET SOUND ENERGY © POWER VAULT PLANS FOR RELOCATION TO ENGINEER FOR APPROVAL. JOE JAINGA 206-224-2120 ❑TSCB TRAFFIC SIGNAL CONTROL BOX 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING ALL WORK IS OVERHEAD UTILITIES ® FOUND MONUMENT AS NOTED DONE TO THE ALIGNMENTS, GRADES, AND ELEVATIONS CALLED FOR IN THE PLANS. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH PUGET SOUND ENERGY orR TELEPHONE RISER AS—BUILT SURVEY DATA FOR ALL ELEVATIONS. BEN BARNES 206-386-1733 Ehm TELEPHONE MARKER 6. CONTRACTOR SHALL COORDINATE WITH THE APPROPRITE WATER AT&T CABLE SERVICES POWER TRANSFORMER COMPANY FOR RELOCATING/ADJUSTING/RESETTING WATER METERS RICK KEARN 206-793-1241 ® MONITOR WELL FIRE HYDRANTS, VALVE BOXES AND VALVE MANHOLES. SEE THIS R.P.M. RAISED PAVEMENT MARKERS SHEET FOR NAMES AND PHONE NUMBERS. US WEST COMMINICATIONS KEN STONER 206-345-3399 GRATE INLET ® CATCH BASIN TYPE 2 �q 1 PIS �"" .., DUVALL AVE NE 2/24/04 33301 9TH AVENUE SOUTH ® .~ CITY OF DES ROADWAY IMPROVEMENTS 2921E : •`•`: i FEDERAL WAY,WASHINGTON -' F ENTON BERGER/ABAM 96003-2600 AMH lEp�py�' E x a i x e E x e I x e. i V I DATUM VOICE:(206)t31-2300 '�rvr5 Planning/Building/Public Works Dept. LEGEND,ABREVIATIONS,GENERAL NOTESU— \k EXPIRES MPRCH 1s,2i7D6 King� �, FAX: (206)'t31-7250 NO. REVISION BY DATE APPR ap ..z 2 �131 (L DUVALL AVENUE NE SLOPE NOTES c0 EASEMENT 0 U R/W 89,-0" TO 100'-0" R/W TYP. 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. OBI RIGHT—pF—WAY 2'-0" O I 2. SUPER ELEVATION VARIES FROM B STA 201+50 TO B STA 217+63. 0 6'-6" VARIES 11'-0" 12'-0" LEFT 11'-0" 11'-0" 5-0" 6'-6" SIDE— TURN LANE BIKE SIDE— 3. MINIMUM 10' CLEAR ZONE FROM EDGE OF TRAVELLED WAY WALK LANE WALK TO ROADSIDE OBSTACLES. RETAINING WALL LEGEND HEIGHT VARIES__ � 1 5 5 0.25' HMA CLASS 1/2" 1 4 3:1 SLOPE, MAX O 0.30' HMA CLASS 1" 2% 4 2% 2% 2% -4_ O 0.50' CSTC EXISTING GROUND—f 2 3 PROFILE GRADE O CEMENT CONCRETE CURB & GUTTER AND PIVOT POINT 8 O 0.33' CEMENT CONCRETE SIDEWALK DUVALL AVENUE NE/COAL CREEK PARKWAY SE - ROADWAY SECTION 0.30' HMA CLASS 1/2" SCALE: 1"=5' B STA 179+00 TO B STA 180+00 O7 0.35' HMA CLASS 1" O8 COMMON BORROW, DEPTH VARIES q�DUVALL AVENUE NE R/W 83'I 0" R/W RIGHT—OF—WAY 6'-6" 5'-0" 11'-0" 11'-0" 12'-0" LEFT 11'-0" 11'-0" 5'-0" 6'-6" 2'-0" SIDE— BIKE TURN LANE BIKE SIDE— WALK LANE LANE WALK 1 I 5 3:1 SLOPE, MAX 5 1 a 3:1 SLOPE, MAX 27 4 2% 2% _ 2% �1 _— ---- 2 3 PROFILE GRADE m EXISTING GROUND AND PIVOT POINT 8 DUVALL AVENUE NE/COAL CREEK PARKWAY SE - ROADWAY SECTION SCALE: 1"=5' B STA 1 80+00 TO B STA 201+50 O DUVALL AVENUE NE / COAL CREEK PARKWAY SE R/W 91'-6" R/W RIGHT—OF—WAY 1 6'-6" 5'-0" 11'-0" 11'—O" 12'-0" LEFT 11'—o" 11'-0" 5'-0" 6'-6" 2'-0" SIDE— BIKE TURN LANE BIKE SIDE— WALK LANE I LANE WALK 5 4 3:1 SLOPE, MAX 2% 5 67 MAX _ 3:1 SLOPE, MAX 4 6 6�%X MA `�— 2% / -------- ------ _ __ __ _ PROFILE GRADE `---- — 7 3 I AND PIVOT POINT -------------- 8 EXISTING GROUND DUVALL AVENUE NE/COAL CREEK PARKWAY SE - ROADWAY SECTION 5 0 5 10 SCALE: 1"=5' B STA 201+50 TO B STA 203+00 —5' .� 1'.PNIL 1 scale feet °y W& 33301 9TH AVENUE SOUTH °H°""` "" ��°" e© CITY OF DUVALL AVE NE d z/za/oa z,z �.►.. FEDERAL WAY,WASHINGTON N ES „a ROADWAY IMPROVEMENTS _ ' tt BERGER/ABAM 9003 zsao °" AMH RENTON " /LNA7, j f' E x 1 I x E E R 1 i x e.VOICE:(206)<131-2300 NA5 �==—� DATUM planning/Building/Public Works Dept. ROADWAY SECTIONSC �431 '' ."" FAX: (206)431-2250 xPiRES MARCH 11 MN King��� >` No. REVISION BY DATE APPR �LP �°a' SHEET 1 "`" 9 DUVALL AVENUE NE / COAL CREEK PARKWAY SE NOTES 0 R W VI R/W 82'-0" / 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. o RIGHT—OF—WAY r 2'-0' 0 2. SUPER ELEVATION VARIES FROM B STA 201+50 TO B STA 217+63. 5'-6" 5'-0" 11'-0" 11'-0" 12'-0" LEFT 11'-0" 11'-0" 5'-0' 6'-6' SIDE— BIKE TURN I LANE BIKE SIDE— 3. MINIMUM 10' CLEAR ZONE FROM EDGE OF TRAVELLED WAY WALK LANE LANE WALK TO ROADSIDE OBSTACLES. 5 4 3:1 SLOPE, MAX LEGEND 5 6% MAX Ol 0.25' HMA CLASS 1/2" 3:1 SLOPE, MAX 4 6 6% MAX ���� O2 0.30' HMA CLASS 1" 2% _ -------- — 3 0.50' CSTC ______ PROFILE GRADE ---------/ —— 7 3 AND PIVOT POINT 8 O4 CEMENT CONCRETE CURB & GUTTER EXISTING GROUND O 0.33' CEMENT CONCRETE SIDEWALK DUVALL AVENUE NE/COAL CREEK PARKWAY SE - ROADWAY SECTION 0 0.30' HMA CLASS 1/2" SCALE: 1"=5' B STA 203+00 TO B STA 208+00 B STA 208+70 TO B STA 210+08 7O 0.35' HMA CLASS 1" DUVALL AVENUE NE / COAL CREEK PARKWAY SE O COMMON BORROW, DEPTH VARIES R/W VARIES R/W RIGHT—,OF—WAY 2'-0" 5'-6" 5'-0" 11'-0" 11'-0" 12'-0" LEFT 11'-0" 11'-0" 5'-0" 6'-6" SIDE— BIKE TURN I LANE BIKE SIDE— HANDRAIL REQUIRED IF WALK LANE LANE WALK RETAINING WALL IS OVER 30" 5 4 _ 2% RETAINING WALL, 5 6% MA X HEIGHT VARIES 3:1 SLOPE, MAX 4 6 6` % MAX ����— Ali 2% --------- —————— /—_ PROFILE GRADE --_---- ----_/ 7-------- 7 3 AND PIVOT POINT EXISTING GROUND) DUVALL AVENUE NE/COAL CREEK PARKWAY SE - ROADWAY SECTION SCALE: 1"=5' B STA 208+00 TO B STA 208+70 (�COAL CREEK PARKWAY SE VARIES R/W RIGHTrOF—WAY 2'-0" \ I O \� 5'-6" 5'-0" 11'-0" 11'-0" CENTER LANE VARIES 11'—D" 11'-0" 5'-0" 6'-6" Q SIDE— BIKE 12'-0" TO 3'-0" BIKE SIDE— WALK. LANE LANE WALK RETAINING WALL, HEIGHT VARIES 5 2% 4 \ 6%MAX 6 \� 5 69 MAX 4 3:1 SLOPE, MAX — 2% 7 3 PROFILE GRADE — AND PIVOT POINT 8 EXISTING GROUND DUVALL AVENUE NE/COAL CREEK PARKWAY SE - ROADWAY SECTION SCALE: 1"=5' B STA 210+08 TO B STA 210+58 5 0 5 10 1"=5' L•PKt� scale feet oQ■,�y t 33301 9TH AVENUE SOUTH -DES " �'° et CITY OF ROADWAY IMPROVEMENTS °" OVEMENTS DUVALL AVE NE 2/2a/Oa �` o,.o '$� ,�`azig�� '���•' ,> FEDERAL WAY,WASHINGTON -� RENTON ^� q' SERGER/ABAM 98003-2600 AMH �� °1C"' DATUM lgypt, ' E N e,M E E e 1 , e c.VOICE:(206)•131-2300 N� ruuwvE Planning/Building/Public Works Dept. ROADWAY SECTIONS C-4 " E.,... FAX: (206)431-2250 Win, EXPIRES MARCH t4.2DV6 King Cotlitty N0. REVISION BY DATE APPR CEP SHEET 2 "' 10 131 L U COAL CREEK PARKWAY SE VARIES o RIGHT—OF-WAY_ NOTES 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. � 5'-6" 5'-0" 11'-0" 11'-0" 3'-0" 11'-0" 11'-0" 5'-0" 6'-6" SIDE— BIKE BIKE SIDE— 2. SUPER ELEVATION VARIES FROM B STA 201+50 TO B STA 217+63. RETAINING WALL, WALK LANE LANE WALK 3. MINIMUM 10' CLEAR ZONE FROM EDGE OF TRAVELLED WAY HEIGHT VARIES ����i �� TO ROADSIDE OBSTACLES. LEGEND \ O 2% 0.25' HMA CLASS 1/2" 5 4 \ \ g O 0.30' HMA CLASS 1" 6%MAX ��� 6 5 O3 0.50' CSTC 6%+ 4 _ 2% O4 CEMENT CONCRETE CURB & GUTTER � ______ 7 3:1 SLOPE, MAX_ _—____ O5 0.33' CEMENT CONCRETE SIDEWALK PROFILE GRADE — _ 6O 0.30' HMA CLASS 1/2" AND PIVOT POINT 7 O7 0.35' HMA CLASS 1" EXISTING GROUND 8 O8 COMMON BORROW, DEPTH VARIES COAL CREEK PARKWAY SE - ROADWAY SECTION O BLOCK TRAFFIC CURB TYPE "C"� SCALE: 1"=5' B STA 210+58 TO B STA 211+60 (SLOPE TO EX. GROUND) 14 B STA 211+60 TO B STA 214+20 (RETAINING WALL) M--i (�COAL CREEK PARKWAY SE VARIES 5'-6" 5'-0" 11'-0" 11'-0" 3'-0" 11'-0" 5'-0" 6'-6- SIDE— BIKE BIKE SIDE— WALK LANE I LANE WALK 5 2% _ 4 g \ 3:1 SLOPE, MAX 6!-�MAX 6 5 RETAINING WALL, O \�-------------- 6%_Mq� 4 2% HEIGHT VARIES 7 3 _f —'— PROFILE GRADE ____ _____ --------_--—___ AND PIVOT POINT _ EXISTING GROUND) 7_� COAL CREEK PARKWAY SE - ROADWAY SECTION SCALE: 1"=5' B STA 21 4+20 TO B STA 21 5+40 (RETAINING WALL) B STA 215+40 TO B STA 217+63 (SLOPE TO EX. GROUND) 5 0 5 10 1 P 1 —5 scale feet o� -. 33301 9TH AVENUE SOUTH ���, p DUVALL AVE NE 2/24/04 eazEz FEDERAL WAY,WASHINGTON —DES CITY OF • " " ROADWAY IMPROVEMENTS _ q� [ /mow. BERGER/ABAM 98003-2600 °^�'"AMH RENTON rRiAi.y ` E X 0 I X E E P E 1 x e.VOICE:(206)431-2300 °""'"'—� �AT�M ' , wtis Planning/Building/Public worms Dept. ROADWAY SECTIONS C-5 FAX: (206)431-2250 O�IRES MARCH 75,2DD6 gjng Cp h, NO. REVISION BY DATE APPR cLa �"`. ,a. SHEET 3 11 131 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST 6I U o GENERAL NOTES I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND PROFILE SHEETS FOR ROADWAY IMPROVEMENTS. 2. ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR. LIMITS OF ASPHALT AND CONCRETE PAVEMENT AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY I SF ; 1 DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND 4 I \y I i i Cj�l I o ( REMOVAL. I j i I \\\� 2 CHAINUNK I I I \ DEMOLITION NOTES REMOVE/DISPOSE OF CONCRETE CURB/CURB AND GUTTER / I• SF — —vry P I I �3 I I I I I \ O® REMOVE/DISPOSE OF CONCRETE SIDEWALK CHAINLINK W/ i'BARBED WE I \ " IP ' S 5 �� RY �' I I I I I �I I O REMOVE/DISPOSE OF CONCRETE DRIVEWAY ! I o 12 IP 9 SF ^I i3 I SF 3 I ~ I 11 9 / N O® REMOVE/DISPOSE OF EXISTING PAVEMENT + M O 5 REMOVE/DISPOSE OF EXISTING GRAVEL 00 We __—__ (TYPICAL) V N x xs—CHAINLINK I 3_ 4'CNAINLI�Y—K Q ©® PERFORM ASPHALT ROADWAY PLANING WITHIN � �_ �-••—�o __ ___�,___ -- �� -- — —>_j-�� OMITS AS SHADED to O7 REMOVE /DISPOSE OF TREES/SHRUBS e 88 REMOVE ROCK WALL z o+ I V L L E 1 0 18 0 N 'S5 "E 0.3 18 00 (= O REMOVE FENCE REMOVE � � 3 : SI OF E4P G U 10 REMOVE SIGN do POST [—'' n � I PLANSST, SALVAGE FOR RELOCATION, SEE SIGNING \ 1 12 ) X X REMOVE CULVERT PIPE eus sroP SH iER T 13 REMOVE STORM DRAIN STRUCTURE/PIPE - m o TE K 14 REMOVE STEEL POST 'N ORAW — OR WAY—__—_____—__—__—__—__—_ __— __ 12 2 1 P ii.lL,{..i lililli8p 15 —�— r '• 0 m REMOVE GUARDRAILo V1 — — _ P ss a a. Ho 9GN TEMP. EROSION NOTES sr cv '-AAA" ��._ OD 11 , °¢e 13 4 3 7 7 ATE POST ND O SEWER MANHOLE �1\ x t 13 2 12 7 P SWALE IP SWALE NO PARKIN SIGN RIM:gl2.A \ A3 \ I o �� Ip INLET PROTECTION O O J w I IP SF SF \ EA \ SF / SF I AyAJ1N5 � \ S I I STORY I ov� /1 / ' I I SF —tE—IE—TEMPORARY SILT FENCE ��\ 'wAN�ICr1PPE0 Vol/ \ BLDG. i \l IPANHING" 'ro; GF GRAVEL FILTER PLAN SCALE: 1"=20' BEGIN REMOVAL/DISPOSAL OF CONIC CURB AND GUTTER, CONIC SIDEWALK AND ROADWAY N PAVEMENT AT B STA 179+00. 34.47' RT r 20 0 20 40 1"=20' L p scale feet Qg aE KEY PLAN v. N 333019TH AVENUE SOUTH '»' A DUVALL AVE NE z/za/oa FEDERAL WAY, —DES � CITY OF ROADWAY IMPROVEMENTS ' O RENTON a�1 BE2GER/ABAM 98003-2600 A'"" r E N II 6 I M E E � 1 11 c.VOICE:(206)431-2300 iNAs Planning/Building/Public Works Dept. DEMOLITION,TEMPORARY EROSION AND C-1 Q FAX: (206)431-2250 . . w.En a E%PINES ,wxcH ts,zDDe zing�„�,Ly N0. REVISION BY DATE APPR �� SEDIMENTATION CONTROL PLAN-SHEET 1 1B 131 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST UI I Z I STORY WOOD HOUSE I pO 5 5 �G\�.\\\\\\\\\\\\\\\ I � SF / l\\yy,• 3 I SF a I / SF 7 ,Y, \ 9 ,\ I I _ 5 7 5 12 13 7 9 1 2 7 12 \ GENERAL NOTES rtr 3'CHAINLINK HOU E \ ¢ \ 9 12 9 12 12 +M' I x� I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND ij( — --- 4'CH NL/NK � � �_ � � x �—� �-+I,xe �—�—x1—■ ��'• x x Ix x —x � PROFILE SHEETS FOR ROADWAY IMPROVEMENTS . --- R L I 2. --__--_ 4' MAINLINK .1 __ -- T— -- -_—__ _ __—_ x __ _ __ __—________—__—__________—._--_—_--__—__—_____ . ---— ----_ ,� � ��- ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR LIMITS OF ASPHALT AND CONCRETE PAVEMENT _ AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY N DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND Ms - —s _-5--D s s_ f D_ + REMOVAL. 00 —1 — — 00 c— ABA ON 3" TER Aa X Q I R I I A V 7+I 9 00 18 98. 0 0 �- m \ m DEMOLITION NOTES 00 W Z o/ Z O REMOVE/DISPOSE OF CONCRETE CURB/CURB AND -i I W " GUTTER _ s 3: O® REMOVE/DISPOSE OF CONCRETE SIDEWALK _°/ 3O= REMOVE/DISPOSE OF CONCRETE DRIVEWAY acs \ Q _.� _\ 12 1'�'• 4 10 W _ __ ----- O® REMOVE/DISPOSE OF EXISTING PAVEMENT x—tx—x—x—r4-Ix—w—x )K sv c "•� 911.. I 7 CD ® REMOVE/DISPOSE OF EXISTING GRAVEL u: 1 3.5'WOOD 11 13 --� •J $F �I �-V SF ©® PERFORM ASPHALT ROADWAY PLANING WITHIN / WOOD 2 Z 1 —tl �\ LIMITS AS SHADED _j IP I G AFL = ' '1 \ \ I z J D REMOVE /DISPOSE OF TREES/SHRUBS 7 A/ DRIVEWAY \\� I 10 GRAVEL� O Ip � I DRIVEWAY 5�WOOD FENCE 8 REMOVE ROCK WALL 2 FUEL aL CAR (T) REMOVE FENCE SF 1 2 11 10 REMOVE SIGN k POST REMOVE SIGN h POST, SALVAGE FOR RELOCATION, 11D , ~� SEE SIGNING PLANS PLAN 12 X ( X REMOVE CULVERT PIPE 1 1M1 ' 13 REMOVE STORM DRAIN STRUCTURE/PIPE SCALE: 1"=20—0" 14 REMOVE STEEL POST 15 REMOVE GUARDRAIL V 1 TEMP. EROSION NOTES Ip INLET PROTECTION ,0 W SF —)K—)K—TEMPORARY SILT FENCE GF GRAVEL FILTER N r 20 0 20 40 Y 1"=20' 4 L p scale feet KEY PLAN yew. 33301 9TH AVENUE SOUTH "�"r—.71."' CITY OF : '� DUVALL AVE NE 2/24/04 DES � FEDERAL WAY,WASHINGTON -� RENTON ROADWAY IMPROVEMENTS _ BERGER/ABAM 96003-2600 AMH e x o I x e e a 6 1 x c.VOICE:(206)431-2300 NAS — Planning/Building/Public Works Dept. DEMOLITION,TEMPORARY EROSION AND � (— "� FAX: (206 31-2250 cxrulEs rmoxal s,zaae King�„r,ty ?:z: >' N0. REVISION BY DATE APPR �� '° �° � SEDIMENTATION CONTROL PLAN-SHEET 2 "� 17 i 31 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST z N U _ 0 I — — — — — - - - - - - - - -- GENERAL I ` NOTES I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND PROFILE SHEETS FOR ROADWAY IMPROVEMENTS. I 6'WOODx� 2. ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE FENCE CONTRACTOR. LIMITS OF ASPHALT AND CONCRETE PAVEMENT I I I AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND REMOVAL, 1 + 12 1SIF x I WOOD DECK IP wN \ 1 I DEMOLITION NOTES \ 2 12 13 9 12 11 I \ SF 12 13 12 2 O REMOVE/DISPOSE OF CONCRETE CURB/CURB AND C \ —1 GUTTER 6• P �,s I i IP REMOVE/DISPOSE OF CONCRETE SIDEWALK \13 `7 p` \�� REMOVE/DISPOSE O POSE OF CONCRETE DRIVEWAY — L_- F S --_ —�'V` _J /\° !� o I — —���. y— c e REMOVE/DISPOSE OF EXISTING PAVEMENT .__"-__ """JJ �Jc J O - - - - Z SU® REMOVE/DISPOSE OF EXISTING GRAVEL M S 5 5 5 SS 7 5 5 S 5 5 +, sr ss HMe I N ©® PERFORM ASPHALT ROADWAY PLANING WITHIN LIMITS AS SHADED ro � w BA! "f w R 19 0. w OU 2" AS I IN 4`x "C SE M I Q O REMOVE /DISPOSE OF TREES/SHRUBS 1 ~ 1 1 0 1 0 O 19 00 I L 9 I(~/j O REMOVE ROCK WALL m I m 0 _ m O9 REMOVE FENCE W O MO 2"AS AS ISK Z 10 REMOVE SIGN & POST W w W W w N REMOVE SIGN & POST. SALVAGE FOR RELOCATION, 10--( = D D D D D = 11 SEE SIGNING PLANS CHAINLI 6•WOOD 4' r 30N P T U � ' — I�• 12 X X X REMOVE CULVERT PIPE . .,. C ' 13 REMOVE STORM DRAIN STRUCTURE/PIPE 15 14 REMOVE STEEL POST cr .� Q/` ssmErr 6. Y COND Ii REMOVE GUARDRAIL _ 9 O 1 13 9 12 12 10 13 J 13 K 12 8 9 10 2 13 • I v l 1/ EAVE / IP 1 .5 1 RGEBA Q Ih , 4 CHAINLINK I CONCRETE Ip t— / 11 IP '1 o I NO CAP IP FOUND TEMP. EROSION NOTES ONE sroar � INLET PROTECTION O SF u \ \ HOUSE SFLy¢ BENT SOUTH I I 1 \\ \ 1 z 2 a 6•WOOD—``JIB Ilf a � I SF —�—�—TEMPORARY SILT FENCE; I \ I\ GARAGE I j\; GRAVEL FILTER it d\ I 12 a ' SEWER MANHOLE I ` \ 111Elam RIM-424.72 IE 6"PVC NW=418 161 III I IE 6"PVC S=418.29 IE 8"PVC E=4r8.1a I 111 I PLAN SCALE: 1"=20'—Y 20 0 20 40 m 1"=20' * scale feet KEY PLAN *:>�. <,w _ 7 DUVALL AVE NE 2/24/04 : " 33301 9TH AVENUE SOUTH °�°"""° ' �' CITY OF p�29E1E O ; FEDERAL WAY,wASH1NG7oN °� "d RENTON ROADWAY IMPROVEMENTS '�aCC ` :. �aemc BERGER/ABAM 98003-z6aoHDATUM X0i k E X a i x E E R 1 i x e.VOICE:(208)431-2300 '�14n5 Planning/Building/Public works Dept. DEMOLITION,TEMPORARY EROSION AND C-12 EXPIRES MARCH 15 mae King CourEty <a::a; ;>:"" FAX: (206)431-2250 NO. REVISION BY DATE APPR G, SEDIMENTATION CONTROL PLAN-SHEET 3 18-i31 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST (� 2 1 5 SF 9 7 7 B 9 4 10 SF 12 5 13 nip12 12 SF Z O I --------- -- --- --- --- ---- —-- 17t /y x "CINDER BLOCK I KEYSTONE 4"ROPE p RET WALL-10 x Mf-31E-31E 31E— —3R— n,, —A ME—A A I Y I CH GATE��< l— — _ ETy.STONE WA RE T. WA 0-�-,,,-- - GENERAL NOTES � � I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND _ =.�O PROFILE SHEETS FOR ROADWAY IMPROVEMENTS. `X_ IT L '-" — 2. ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE ' CONTRACTOR. LIMITS OF ASPHALT AND CONCRETE PAVEMENT ae ON wn UND 'B 55 K Ba DNE war AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY IN -x4" C. ON. 3 DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND • M ca W I REMOVAL. O NOS "E o ''9 1 1 0 0 F 0 8RA DI Z' (f) N 1 w I 2' DEMOLITIONB DEMOLITION NOTES Q w II.- CD REMOVE/DISPOSE OF CONCRETE CURB/CURB AND C s s P °r U) GUTTER m Ixo u IP N —�— \c` m O® REMOVE/DISPOSE OF CONCRETE SIDEWALK K 73 ( /a L11 Z 12 rcr N R z,-- o 93 1' 'y \ w�� 13 JP 12 / J O REMOVE/DISPOSE OF CONCRETE DRIVEWAY -1 IP � s P N F- -cuosswux• � I T o�_ / „� U ®® REMOVE/DISPOSE OF EXISTING PAVEMENT F— \\ •�� 5 I 12 IP w[s sEcuR. X-WALK SIGNAL 1P SF Q \ , 13 x 6'WOOD cL o\ I BAR E I 44 / ICCG O® REMOVE/DISPOSE OF EXISTING GRAVEL 4'x4"x7 WOO POST IP FOUND 5/8"REBAR SF FOUND 1/2"RE W/CAP B&H LS.0 11332" O •sa`�L5,WOOD 5 12 7 5 14 W/CAP LSM 29537 j� � / / BRICK PLANTER / I O® UMRTSAS SHADED T ROADWAY PLANING WITHIN VY(�J ATTA ED TO POLE &SIGN I 6'WOOD \ HOUSE NO.2018 \ V SUMMERWIND" I \ \ \ I \\\� CD REMOVE /DISPOSE OF TREES/SHRUBS 2 \�BRICK PLANTER 2 1 _ {{,, \ \ J ' 9O REMOVE ROCK WALL ' C/L 3 CONDUITS 5 11 \\\\\\\ I &SIGN o I\ 1 ' 3"P EAST / „�� \ I SUMMERWINO" REMOVE FENCE 2"T SOUTH 4'7V NORTH REMOVE SIGN & POST HOUSE NO.4 / 701 \ 3 I REMOVE SIGN & POST, SALVAGE FOR RELOCATION, W \ U I I 11 SEE SIGNING PLANS REMOVE CULVERT PIPE 0 u /ry �I 13 REMOVE STORM DRAIN STRUCTURE/PIPE 14 REMOVE STEEL POST Icv I I I 15 REMOVE GUARDRAIL V 1 TEMP. EROSION NOTES p PLAN O Ip INLET PROTECTION SCALE: 1"=20'-0" SF —)K—)K-TEMPORARY SILT FENCE GF GRAVEL FILTER N Y 20 0 20 40 1"=20' °v* Tr�T� scale feet KEY PLAN g 2/24/04 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE FEDERAL WAY,WASHINGTON °� RENTON ROADWAY IMPROVEMENTS _ BERGERIABAM 98003-2600 AMH ra.Epy IIr ,� E R a 1 R E E R,E I R c.VOICE:(206)431-2300 NA5 I.* -{ DATUM Planning/Building/Public works Dept. DEMOLITION,TEMPORARY EROSION AND C 3 •"-" FAX: (206)431-7250 EXPIRES rnrV;Cti>s,zaae King CA1�>'Lty NO. REVISION BY DATE APPR cLr ""`^ °�� SEDIMENTATION CONTROL PLAN-SHEET 4 ""' 19_i 31 _,�__�._n..r_.�.�mr_,,..n.•..•..��_._ r.,_.,___.n.i xnil r.rorv�n•nrol�xnnl w".._InrD rr,w._" c...i.., SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST U - Z O N ---- ---- $ \ /Q�� \ ten\P \ ----- n`P '� \HOUSE O I I \\ 4624 1 I I CON RE W r�.� GENERAL NOTES 10 9 7 SF i ( I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND FOUND r"IRON \\ / PROFILE SHEETS FOR ROADWAY IMPROVEMENTS. p'PE, 1. 5 1'UP —� HOUSE w \ j/ \\ SF 9631 \ J es '0 5 2. ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE 9 \ i �pEo I CONTRACTOR. LIMITS OF ASPHALT AND CONCRETE PAVEMENT I ,/ \\�\'JI -�- �\ J I copP'� AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY I \\ DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND cpi 3 8"HIGH ��- "� it \ REMOVAL. x CITY 0 NiON x O 5.8'WOOD M + 6 D / 11 '^ I I KI COU Y -__-__--_ _--__-__-__-__-__ S waas o Q I 12 tz 10 / 12 3 Sr.- r----- I `---__= -Woov-� i -- "i-------=-------^_' r `�_ DEMOLITION NOTES a �t�, REMOVE/DISPOSE OF CONCRETE CURB/CURB AND c. �'� 1O 12 � 11 --__ _�"f- f/) GUTTER m O® REMOVE/DISPOSE OF CONCRETE SIDEWALK - � —_ orccr owe eanr� LL1 __-__ — — .— I W Z I BAw ED ar J 3O REMOVE/DISPOSE OF CONCRETE DRIVEWAY = 19 D 19 00 A N o O1 0 0l V ®® REMOVE/DISPOSE OF EXISTING PAVEMENT F D 2 RA Of Q 9+ 89 Z� � CQC O5 ® REMOVE/DISPOSE OF EXISTING GRAVEL 1 ON. AS 1�' L ©® PERFORM ASPHALT ROADWAY PLANING WITHIN 0— LIMITS AS SHADED — p — '� �r—v �_n D REMOVE /DISPOSE OF TREES/SHRUBS —� �F ND 3""IR(7N PIP O REMOVE ROCK WALL QI a p k L— FO PK NAIL J,A �- W/ UG&TACK 1 —bra/ W/W SHER 953 "RO ET" 1 - s H — 12 13 _ IF, / I 12 W -R Es Lsp z 7" W 3x -� —f z ■ ■ xt—� Og REMOVE FENCE W D D RAVEL Dftl WAY / r , a 10 REMOVE SIGN dt POST r WC ONES LS6 29537" ONCRETE z \\\ \\ u I 11 REMOVE SIGN k POST. SALVAGE FOR RELOCATION, o w I I SF I I i SF SF I O SEE SIGNING PLANS II SF / , PATIO CAN Y CONc. WALK \\\ SF \\ \ REMOVE SFCULVERT PIPE BLDG.NO. 47 `I ao m777 I 1M1 R��\\ �� �e / I \ FOUND 5/8"REBAR I II 13 REMOVE STORM DRAIN STRUCTURE/PIPE FOUND 5/8"REBAR \ BLDG.NO.22 4 I W/CAP LS/29537 W/CAP"LSD 29537" , 7 9 7 9 UP 0.25 \ , it IP di) 12 DOWN 10 I 12 5 7 5 12 I� I 5 12 14 REMOVE STEEL POST �/� 15 REMOVE GUARDRAIL C 1 PAAN-20'-0" TEMP. EROSION NOTES 1p INLET PROTECTION SF —)K—W-TEMPORARY SILT FENCE GF GRAVEL FILTER N 20 0 20 40 r y.P 1"=20' � scale feet KEY PLAN 33301 9TH AVENUE SOUTH A CITY OF DUVALL AVE NE 2/za/oa O FEDERAL WAY,WASHINGTON oEs „n ROADWAY IMPROVEMENTS 87NLE ;,�" '`►,. ._;. P ENTON _ BERGER/ABAM 98003-2600 AM" I w« DATUM "' E x e I N E E R t I x c.VOICE:(206�31-2300 tu5 —� Planning/Building/Public Works Dept. DEMOLITION,TEMPORARY EROSION AND C-1 4 w,w. '01 EXPIRES AMACH 15,ZD06 King���, o'.Y .,x. FAX: (208k131-2250 NO. REVISION BY DATE APPR �� 'r""�'"°'a'� �� 20 131 SEDIMENTATION CONTROL PLAN-SHEET 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST -- Z U _I I N I \ O AS PHA L T i I GENERAL NOTES ORIVEWAY; I1 I I / I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND PROFILE SHEETS FOR ROADWAY IMPROVEMENTS. 2. ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR. LIMITS OF ASPHALT AND CONCRETE PAVEMENT ?•I �P 1 ' ; \ \ AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY 7 9 7 11 0 \\ ` DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND I;, III�I II ' \ REMOVAL. HOU E \ 1� w- A,HALT I I I J L w , 127 12 10 SF II' III � s OR/ WAY( NE l\ HOUSE Iill II' I 11 12 7 CG / ( S 7 I 12 CG, "-7 ` r —1 rvu TvO� x t... � ." . i . zWDOD....... ..._.. GRAVELIVEWA..Y CD ......... _ ..__..., .... .....CY i I ti :....... ....... ` .R W Y v WL _Z S x W �A O ^ W •• O _ , ........... r �I• r 7 7 SF 7 I I i Aq 12 - 13 IP 11 '•^7.... SF 10 �' 7 12 .. 5 SF 9 \ DEMOLITION NOTES i TEMP. EROSION NOTES z ' Ot REMOVE/DISPOSE OF CONCRETE CURB/CURB AND IP INLET PROTECTION o �� C✓ ��\ 1\�\� ��C\\\\\\\� \\\`���\\`\ I GUTTER !!,� \ \\C \\\\\O® REMOVE/DISPOSE OF CONCRETE SIDEWALK O II SF —RE—xa—TEMPORARY SILT FENCE C REMOVE/DISPOSE OF C NCRETE DRIVEWAY I DIRT DRIVEWAY �� \ GF GRAVEL FILTER ' 4 REMOVE/DISPOSE OF E}ISTING PAVEMENT O m i f. ® CLEARING & GRUBBING CG —LIMIT WITHOUT SILT FENCE OS ® REMOVE/DISPOSE OF 11STING GRAVEL \'. 6 ® PERFORM ASPHALT RO�IDWAY PLANING WITHIN GRAVEL' LIMITS AS SHADED II 1 ' � �I .DR/VEWAI' ' t O7 REMOVE /DISPOSE OF TREES/SHRU S © REMOVE ROCK WALL CD REMOVE FENCE ,i...,,....3."#.... ' GRAVEL DRIVEWAY 10 REMOVE SIGN & POSTREMOVE \ 11 SEE SIGNINGSIGN ST, SALVAGE FOR RELOCATION, PLAN 12 )( )( )(-REMOVE CULVERT PIPE SCALE: 1"=20'—O" CD REMOVE STORM DRAIN STRUCTURE/PIPE 14 REMOVE STEEL POST 15 REMOVE GUARDRAIL 20 0 20 40 1"=20' od scale feet KEY PLAN DUVALL AVE NE 2/24/04 33301 9TH AVENUE SOUTH '� � '• DES .,_ A "'- CITY OF ROADWAY IMPROVEMENTS FEDERAL WAY,WASHINGTON -� RENTON j ,�; BERGER/ABAM 98003-2600 ^MH DATUM Ipvw a�' VOICE:(206)431-2300 Das � Planning/Building/Public Works Dept. DEMOLITION,TEMPORARY EROSION AND C-1 5 ,. 1, EXPIRES WPCH-6,Z006 '? gig� h, ;<x�:;�" FAX: (206)431-2250 NO. REVISION BY DATE APPR SEDIMENTATION CONTROL PLAN-SHEET 6 '�' 21'131 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST GENERAL NOTES I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND PROFILE SHEETS FOR ROADWAY IMPROVEMENTS. UI 2. ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE CV CONTRACTOR. LIMITS OF ASPHALT AND CONCRETE PAVEMENT N O !\// / 7 7 7 CG 7 10 7 7 7 AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND REMOVAL, A ` r c=\__? \ , Az ED IL � \ � p � \ i cH � ' ��` - �� /+ FO 25• E` \ �mow 93' SF 9 10 12 5 10 15 11 SF 11 15 V1 PLAN DEMOLITION NOTES TEMP. EROSION NOTES p SCALE: 1"=20'—O" O REMOVE/DISPOSE OF CONCRETE CURB/CURB AND 1P INLET PROTECTION GUTTER O O® REMOVE/DISPOSE OF CONCRETE SIDEWALK O SF —)K—W—TEMPORARY SILT FENCE REMOVE/DISPOSE OF CONCRETE DRIVEWAY GF GRAVEL FILTER O4 ® REMOVE/DISPOSE OF EXISTING PAVEMENT CG —CLEARING & GRUBBING O5 ® REMOVE/DISPOSE OF EXISTING GRAVEL LIMIT WITHOUT SILT FENCE 0® PERFORM ASPHALT ROADWAY PLANING WITHIN LIMITS AS SHADED O REMOVE /DISPOSE OF TREES/SHRUBS N ( REMOVE ROCK WALL O REMOVE FENCE 10 REMOVE SIGN do POST REMOVE SIGN k POST, SALVAGE FOR RELOCATION, 11 D , SEE SIGNING PLANS 12 3(- ( X REMOVE CULVERT PIPE CD REMOVE STORM DRAIN STRUCTURE/PIPE 14 REMOVE STEEL POST 15 REMOVE GUARDRAIL 20 0 20 40 16 P. q scale feet KEY PLAN 7.., DUVALL AVE NE z/za/oa " yam. 33301 9TH AVENUE SOUTH CITY OF DES ROADWAY IMPROVEMENTS sale FEDERAL WAY,WASHINGTON RENTON _ f 1 jj BERGER/ABAM 98003-2600 AMH DATUM rWAL Ply' 'T% E N 1 I N E E N 1 I N c.VOICE:(206)431-2300 NA5 Planning/Building/Public works Dept. DEMOLITION,TEMPORARY EROSION AND C-1 6 FAX: (208)431-2250 NO. REVISION BY DATE APPR "`°'"'a' SEDIMENTATION CONTROL PLAN-SHEET 7 ""' zz i 31 E%Pd1E5 MARCH ts,ioae King County `'f:>'`' cl.a SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST GENERAL NOTES f� I. SEE ROADWAY SECTIONS SHEETS AND ROADWAY PLAN AND U 7 7 7 7 7 PROFILE SHEETS FOR ROADWAY IMPROVEMENTS. I 2. ASPHALT SAWCUT LOCATIONS SHALL BE DETERMINED BY THE N —�_� �'�� CONTRACTOR. LIMITS OF ASPHALT AND CONCRETE PAVEMENT p CC / '' __—� __ �J_i—� AND CURBS AND GUTTERS ARE APPROXIMATE. SEE DRIVEWAY DETAILS FOR ADDITIONAL PAVEMENT SAWCUTTING AND REMOVAL. C //p A/yr N 7 1 � - � /�/ 1�7 �� �5°r�/,/7S� � ` BGOCK WALLPO CITY ODUOTRAR M 2" „� / / "LS APB J SPls10 r� /� -� �/N/ �IS N" _•�%� � �'��� �!/1�N�� �"� 6 --` � `` "�-�-- � ��_ + ";77 } � 21 N �j CID Z 0 `► ' //ST ^0 ////����/ // /✓ _(/r"T�JD _ ' O.a - )fir A 032J059267 -A- 0 / / / / / / CITY OF RENTON 10 15 5 If, PLAN SCALE: 1"=20'-0" 15 tD SF V1 DEMOLITION NOTES TEMP. EROSION NOTES O1 REMOVE/DISPOSE OF CONCRETE CURB/CURB AND Ip CD® INLET PROTECTION GUTTER O REMOVE/DISPOSE OF CONCRETE SIDEWALK O SF —)K—)K-TEMPORARY SILT FENCE REMOVE/DISPOSE OF CONCRETE DRIVEWAY GF GRAVEL FILTER O4 ® REMOVE/DISPOSE OF EXISTING PAVEMENT CLEARING & GRUBBING CG - — d O® REMOVE/DISPOSE OF EXISTING GRAVEL LIMIT WITHOUT SILT FENCE ©FEEDPERFORM ASPHALT ROADWAY PLANING WITHIN LIMITS AS SHADED O REMOVE /DISPOSE OF TREES/SHRUBS N T�-��yy-T�y�-}�{ CD REMOVE ROCK WALL """" CD REMOVE FENCE t0 REMOVE SIGN & POST r REMOVE SIGN & POST, SALVAGE FOR RELOCATION, 11 SEE SIGNING PLANS 12 *-)( )( -REMOVE CULVERT PIPE 13 REMOVE STORM DRAIN STRUCTURE/PIPE 14 REMOVE STEEL POST Y 15 REMOVE GUARDRAIL 20 0 20 40 L P 1"=20' 4q of*�C scale feet KEY PLAN CS�eink 33301 9THAVENUESOUTH A r; CITY OF DUVALL AVE NE W /24/04 v�'"°"'"`.' FEDERAL WAY,WASHINGTON DES ROADWAY IMPROVEMENTS _ t 212 •�..'�"•4 �Y`;>. RENTON !q p�FTF 1 $4 O BEITGER/116AM 98D03-2600 H ''�� �� �� � II DATUM .,`. f E N I 1 N E E Al I M/.VOICE:(206}431-23D0 NAS Planning/Building/Public Works Dept. DEMOLITION,TEMPORARY EROSION AND C 7 FAX: (206pt31-2250 NO. REVISION BY DATE APPR """ °a' SEDIMENTATION CONTROL PLAN-SHEET S EXPIRES MMCH 15,2DD6 K1Ilg CO,XXEty CLP 23 1 31 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST l l trsti /�° 44 CG / aPyrr J ` p 1/`�J Pa y,1 P\ � � � VQ 0 e � � STA 18�+5 �� In a° aP AL ICREE<01 PA KWA Y �co j �1� �r �j x_ � P\� w w GU pa— //�� l z ( Lu / �I<' /�{.9`� / \ 14 15 11 I I {/�(�')/ j// /y / Z 1 �� u _ R .0 aF a(Y wC `\ \ {FA ` t / / 10 \ 12 po ,6P.�ai I ` , i , , , /� a 0// 5.2Y•. P T--p / / 1 I ► III I E� 77 16 mil \�� / / I ' I 5 8�— 7 B 17 8 7 DEMOLITION NOTES TEMP. EROSION NOTES 5 SF 9 16 O1 REMOVE/DISPOSE OF CONCRETE CURB/CURB AND 1P INLET PROTECTION (INTERIM—PRIOR TO COMPLETION OF GUTTER V) CITY OF NEWCASTLE PROJECT) O® REMOVE/DISPOSE OF CONCRETE SIDEWALK TEMPORARY SILT FENCE PLAN O= REMOVE/DISPOSE OF CONCRETE DRIVEWAY O SCALE: 1"=20' GF GRAVEL FILTER ®® REMOVE/DISPOSE OF EXISTING PAVEMENT CG CLEARING& GRUBBING CD® REMOVE/DISPOSE OF EXISTING GRAVEL LIMIT WITHOUT SILT FENCE O® PERFORM ASPHALT ROADWAY PLANING WITHIN LIMITS AS SHADED O7 REMOVE /DISPOSE OF TREES/SHRUBS CD REMOVE ROCK WALL O9 REMOVE FENCE N 10 REMOVE SIGN & POST it REMOVE SIGN & POST, SALVAGE FOR RELOCATION, SEE SIGNING PLANS 12 —REMOVE CULVERT PIPE 13 REMOVE STORM DRAIN STRUCTURE/PIPE 14 REMOVE STEEL POST ) CD REMOVE GUARDRAIL 76 REMOVE STRUCTURE Y 17 REMOVE STAIRS 1•PHr 1"=20' 20 0 20 40 " llo scale feet KEY PLAN "°�°��' CITY OF DUVALL AVE NE 2/24/04 333019THAVENUESOUTH ROADWAY IMPROVEMENTS lsz ' � O ,;="y f FEDERAL WAY,WASHINGTON _ FXNTON �xa> BERGER/ABAM 98003-2600 R AMH DATUM "" •� / +L E N R 1 N E E R E 1 R C. VOICE:(206)431 2300o � Planning/Building/Public Works Dept. DEMOLITION,TEMPORARY EROSION AND (— 8 xr1REs nnnxc s,zaa6 King County FAX: (206)431-2250 NO. REVISION BY DATE APPR CLF '� �`"°'a SEDIMENTATION CONTROL PLAN-SHEET 9 "� 24°"t 3t 0 N U N I FILTER FABRIC MATERIAL 60" WIDE ROLLS. p USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV GRATE� 5" MAX. TRIM GEOTEXTILE BURY BOTTOM OF FABRIC 2'—O„ MATERIAL IN 8" BY 12" TRENCH FRAME jA OVERFLOW BYPASS ° o.a 5'—O" ° GRATE d^ ° 2'-6" — 4 °4 SEDIMENT AND DEBRIS I RETRIEVAL SYSTEM I---6' MAX u u FILTER FABRIC MATERIAL 6" 2" BY 2" BY 14 GA. FILTERED WATER WIRE FABRIC OF EQUIV 2'-0" OVERFLOW BYPASS 0 PROVIDE 3/4" — 1.5" WASHED 5'-0" GRAVEL BACKFILL IN TRENCH AND 12" ° °� ON BOTH SIDES OF FILTER FENCE GEOTEXTILE FABRIC ON THE SURFACE g" MIN. ° °a 2" BY 4" WOOD POST l ALT: STEEL FENCE POSTS CROSS SECTION ISOMETRIC VIEW F--"1 BRUSH BARRIER DETAIL - PREFABRICATED SCALE: N.T.S. 2 BELOW INLET DEVICE SCALE: N.T.S. O NOTES: NOTES: 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION POND. 8-01.3(15). 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 3. THE BGID SHALL HAVE A BUILT—IN HIGH—FLOW RELIEF SYSTEM (OVERFLOW 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN BYPASS). THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED THE COLLECTED MATERIAL. GRAVEL. 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. L Pli� ! a�N 33301 9TH AVENUE SOUTH �► CITY OF DUVALL AVE NE 2/24/04 FEDERAL WAY,WASHINGTON DES =� RENTON ROADWAY IMPROVEMENTS zaete r $y BERGER/ABAM 98003-2600 a.. """" DATUM ." d,. E X 0 1 e E E e e 1 e c.VOICE:(206)431-2300 �>x,+c� Planning/Building/Public works Dept. TEMPORARY EROSION AND SEDIMENTATION CONTROL DETAILS C-20 Kin „; ^' FAX (206)431-2250 NO REVISION BY DATE APPR E)IPIRES MMCH 15.2006 8 � 26 131 i N SEC. 3 T. 23 N . R. 5E. W. M . z N U PROPERTY LINE, TYP 00 NI \ \\\� I I I I\IJ .a� DRIVEWAY i 4' '2 _ B SA181+42 PROPOSED ROW - � BACK OF 5 (33.50' ) 1SIDEWALK \ T Ia EXISTING ROW LLI I= ; I NOTE: ^ ' a I I 1 THORU DRIVEWAY PLANS SEE SHEETS C38 ING Co' BEGIN PRO \ \ 3C . __ — / ? = N 2. FOR INTERSECTION PLAN AND PROFILE SEE TION / « _ _ — — / ` — l — — — o, — — _ — — — — — M SHEETS C32 THRU C37. BEGIN CONSTRUCT B STA 179+00 ' / FACE OF ro FACE OF a0 CURB ?z ,ao+as, � UuNtj DUVALL AVE. NE �\ e oo N 0— 5 30 E + /.e' 00 182+00 No�'55'34"e O 410.35'_ 183+00 v 11I~ �'-� - - .771-.'7747.8 --i-- '- f - - - -'- - - BASIS OF BE�RI S 41 \ \ \ FACE F \ \ \ CURBJm- O Q — — — �\ ---, 1 -------- 71D�Rll — — — I LEGEND: BACK OF I/ EXISTING ROW \ SIDEWALK I �> --- O v I 1 _ �_ �,� — EXISTING RIGHT OF WAY LINE ISTING ROW I �� PROPOSED RIGHT OF WAY LINE DRIVEWAY � \ AYi ) — DRIVEWAY YPE 1 \b / TYPE 1 RIGHT OF WAY TAKE B STA 179+46.5 PLAN B STA 181+63 B STA 182+56 (33.50' RT) (33.50' RT) (33.50' RT) SLOPE EASEMENT SCALE: 1"=20'—O" DRAINAGE EASEMENT SIGHT EASEMENT h�--1 450 450 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ......... ......... ........ ....... ....... ... ........ :: ......... ..... ........ ......... ......... ......... :........ ......... . ........ ......... ......... . ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... 440 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ......... ......... ......... ......... ......... ......... .... ........ ......... ........: : ...... ......... ......... ......... ......... .... .. ......... ......... ......... ......... ......... ......... ......... ......... . 0 ......... ......... ......... ......... ......... ......... . ........ ......... . :o ......... ......... . 430 .... ......... ......... ......... ......... ......... .... { . ::::::::: ::::::::: ::::::::: ......... ......... ......... ......... ::::::: 430 ......... ......... ......... ......... .... n .. ......... ......... ......... ......... ......... ......... ......... ......... ......... . ..... ......... ....r .... .. ...... ......... ........ ......... ...... w ......... ......... .......: .......: ::::::::: .......: :::::::. vi .� ... B: STA:179+ O:BEGIN: ONSTRUC ON: ... ......... ......... ......... .. ...... ......... ......... ......... .. ......... ......... ......... ......... ....... .. ......... ........: ......... ......... ......... .. .... ......... ......... ......... ......... ......... 420 .... ......... .......M TCH..EXIS IN.G.ELEV TION..... ..... :: ::::::::: :::::.... ......... ........ G.GROUN ...... 0 80%::::: 420 ......... ......... ......... ......... ... ..... ......... ......... ......... .. ....... ......... ......... .. .... ......... ......... ......... ......... ......... ......... ......... ........ .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: :.......: :....... .... .. ...... ......... ......... ......... ......... ......... ........: :....... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ......... ......... ......... ......... ......... ......... ........: :. �I . ......... ........: . ........ ......... .. 390 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...::::: 390 179+00 180+00 181+00 182+00 183+00 10 0 10 20 1"=10, scale feet PROFILE 20 0 20 40 v�<�L P � scale feet KEY PLAN ae xary t SCALE: H: 1"=20'—O" V: 1"=10'—O" 1"=20' g � 33301 9TH AVENUE SOUTH z'" p } DUVALL AVE NE 2/24/04 CITY OF FEDERAL WAY,WASHINGTON DEso w ROADWAY IMPROVEMENTS 41, gERGER AgAM 98003-2600 .. AMHRENTON M°' �1 d. E"0 1 "E�. 1 x c.VOICE:(206)'431-2300 � a _ Planning/Building/Public Works Dept. ROADWAY ALIGNMENT — —LZ t 5tg: FAX: (206)431-2250 .".`. ExaiAEs wxcH ,2606 King�„E,ty ;;g:: NO. REVISION BY DATE APPR �� PLAN AND PROFILE SHEET 1 a� 28 137 co Cm IBA DR 'WAY SECS 3 T. 23 N . R. 5E. M.M. o I 18�10 I I \ STA i I PROPERTY ' LT 3 \ i LINE,PROPERTY TYP DRIVEWAY 33.50' LT) DRIVEWAY \\��\L\\\� TYPE 1TYPE 1 7 Q\ B STA 186+2 / ISTING ROWSINOTE: I B STA 183+63 2 / \ (33.50'(33.50' LT) KPROPOSED ROW BACK OF EX PROPOSED SIDEALK\ — _ 1. FOR DRIVEWAY PLANS SEE SHEETS C38 R ROW \ THRU C41. SIDEWALK xL _ / — / 2. FOR INTERSECTION PLAN AND PROFILE SEE e , SHEETS C32 THRU C37. O N _ FAQ�OF _/J Z ( �F',CE 0 o Ln O� + w CURB - - - vr - - - - - - - �� � C2 Q I D — DUVALL VE. NE ,•_� te3r98.97 i �'y1 186+00 187+00� 187+I0.2 J @a+00/� 185+00 N 04'55'30' _ _. __ F. _ _._.+—.- - - m ---1-- o \ -i + 7 L \ \ \ o i m W ! EXISTING _ FACE OF EXISTING W w Z I o IIIIIIIIII CURB ROW I Z J FACE OF I \ / FACE OF \ a 2 I D \ CURB _ CURB W / a \ _ _ a a w LEGEND: PROPOSED ROW— _ ,yh ———— EXISTING RIGHT OF WAY LINE R, 7 SIDEWALK— BACK OF I PROPOSED ROW I ?g I PROPOSED RIGHT OF WAY LINE _ �--- EXISTING i w l R OIWTING Z - -- I / I ROW E Z I I —� RIGHT OF WAY TAKE — — —_ DRIVEWAY - — 50' TYPE 1 PROPERTY 50'I I I B STA 185+04I i LINE, TYP I I SLOPE EASEMENT r t (33.50' RT) r--i DRAINAGE EASEMENT PLAN ~ SIGHT EASEMENT SCALE: 1"=20'-0" V1 ...... ...... ....... 50 ... ...'. 4 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ......... ......... ......... ......... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... . . ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......: :......:: :... . :: :::: 440 440 ........ ......... ........: .......: .......: .... ..: :.......: .......: .... ..: .......: :.......: ::. ....: :.......: ::......: :.......: :...:.:.: :........ ......... .... ............ ............. .............. ......... ......... ......... ......... ......... ......... .....:.......:.IS:.T...N.G.:.G..R. ..N.D.:.:.:.:.. :............... ............. ......... ....... .. ....... ........: :....: 30... .......: :.......: :......... . ....... .........430 ..... ......... ...... ... ....... . ......... 420 ::::::: ..... 20 .... . : ::::: ..... ......: ......... ......... ......... ......... ......... ......... ......... ......... :.......: ....:..: :.......: ........ ....... ..... ...... .. 10 ......... ......... ......... ......... ........: : ........ ......... ......... ......... ......... ......... ......... :.... . LNR ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... : 400 " ......... ......... ... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... . 184+00 185+00 186+00 187+00 10 0 10 20 1"=10' 390 390 scale feet a� 20 0 20 40 ��L•PH� 1"=20' scale feet KEY PLAN 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE �2/24/04 FEDERAL WAY,WASHINGTON �� ROADWAY IMPROVEMENTS _ gYlE �` �' O BERGER/ABAM �003-26ao �^"" DATUM �NTON Iq�Xy 41�' % E R/1 X E E R 1 I x ce VOICE:(206p131-2300 i+�s �- •* Planning/Building/Public works Dept. ROADWAY ALIGNMENT C-23 EXPIRES MV ll W,=6 King�„nh, FAX: (206)431-2250 N0. REVISION BY DATE APPR �� PLAN AND PROFILE-SHEET 2 '�' 29 131 SEC. 3 T. 23 N . R. 5E. W. M. Z DRIVEWAY N U PROpPPERTY 50 J TYPE 1 / WOOD DECK 0 I " B STA.191+03 INE TYP / BACK OF SIDEWALK W �� ------- --- -t- �� — — — — ---- EXISTING ROW O EXISTING ROW f\\\\ / � _•�•-- � �,p. � � � 1 PROPOSED ROW 1 NOTE: 1. FOR DRIVEWAY PLANS SEE SHEETS C38 THRU C41. / — CD 2. FOR INTERSECTION PLAN AND PROFILE SEE 0 �- o I co SHEETS C32 THRU C37. O) Q I qj FACE OF CURB / I 90+50.8I ' v m FACE OF CURB 1 Q m~ 189+00 1as+oo 1so 0o N 04'55'30" Eo _ DUVALL AVE. NE 192+00 j m W Z 1 N o I N FACE OF CURBoFACE N I Z CURB OF `� ` D l/ D CD v ' J 1 0 + + + + + + + + + + + + + + + 1� LEGEND: Cr BACK OF SIDEWALK \ \ „ �� t~i1� e� BACK OF PROP ROW PROPOSED ROW `s" SIDEWALK / SLOPE EASEMENT, TYP ` / EXISTING ROW ��R� �Ix _ ' ---- EXISTING RIGHT OF WAY LINE EXISTING ROW W o w ) I 1 PROPOSED RIGHT OF WAY LINE DRAINAGE DRIVEWAY ET WA �I Lu EASEMENT 8 STA 1192+23 \z a I RIGHT OF WAY TAKE f---� PROPERTY SLOPE EASEMENT r LINE, TYP r-i PLAN DRAINAGE EASEMENT SCALE: 1"=20'-O" SIGHT EASEMENT MM 450 450 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .....:... :.......: : ....... ..... ....... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .:::::::: : ....... ......... ......... ......::: : 440 ......... 440 77 ....... ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: .......: ....... .. ....... ......... PROP SED' . .. .... ...... 430 :::: ......... ......... ......... ......... ......... ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: GRADE ::::::::: ........ ....... ....... 30 4 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... :........ ......... ......... ......... ......... ......... ......... ......... . ....... ..... . ....... ......... ......... ...... -.. ....... . .... .... :EXISTING ::.:.... ....... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: ........: .......: :.......: .......: ......... . ......: :.......: :.......: 420 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .GROUND 420 .. ......... ......... ......... ........ ......... ......... ......... ......... ........ ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . .... ......... ......... ......... ......... ......... ......... ......... ......... ......... 400 .... ......... ......... ......... ......... ......... ......... ......... ......... ........ 400 ... ......... ......... ......... ......... ......... ........ ... ......... ......... ......... ........ ....... ......... ... . ....... ........: :........ ......... .. 188+00 189+00 190+00 191+00 192+00 10 0 10 20 -1 1"=10' r PROFILE 20 ale 0 20 feet40 'L.P SCALE: H: 1"=20'-O" V: i"=10'-O" 1 =20 scale feet KEY PLAN tp 33301 9TH AVENUE SOUTH oes °"` ""°°��°" A ,.} CITY OF DUVALL AVE NE 2/24/04 FEDERAL WAY,WASHINGTON _ ROADWAY IMPROVEMENTS BERGER/ABAM 9e003-2soo ,�,,, _ RENTON _ E x_e t x E Ee i x e.VOICE:(206h131-2300 � DATUM Planning/Building/Public Works De t. •o- E%FIRES MMMCfi 15,271a6 FAX: (206)431-2250 NASa ROADWAY ALIGNMENT C-24 Icing� ty .#ia`f N0. REVISION BY DATE APPR CEP PLAN AND PROFILE-SHEET 3 30 131 Lr) SEC. 3 T. 23 N . R. 5E. W.M. �DRIVEWAY T� 1 E C\j CL DRIVEWAY B STA PROPERTY 0 PROPERTY (L DRIVEWAY (33.50, LT) (TYPE 1) CD (33.50- LT) EXISTING ROW LINE, TYP—\ B STA 1 EXISTING ROW BACK OF PROPOSED ROW SIDEWALK (33.50 L — ———————————— ............ NOTE: ......... ...... .......... 1. FOR DRIVEWAY PLANS SEE SHEETS C38 .................... ...... ... ........ .............. ............ THRU C41. ... ............. ............ 0 ------- ........ .......... CD 2. FOR INTERSECTION PLAN AND PROFILE SEE CV) + c SHEETS C32 THRU C37 C . cli t + t r— .—......—------------------------------------------------------------- 0) FACE OF .... ........... ......... ........... CURB .......... 194+00 t95+Q0 196+00 197+ U) 2��93+00 N04�5'30"E.—.—.— 0 N 04-553 E� DUVALL AVE-..- ME oo —4�. ... ......1—. 0 ........ ........... 47.85 .. .... 195+20A2- !tt�— w F. I OF UJI r FACE OF�A .......... z LA .... ..... Ln (A z Ci 7 CURB C� CUR q it gR& LLI eY (14 +,A+ LEGEND: + + + + + + + + . :: 1 11 . —.' 111.1 U) + + + + + F ��'I BACK 0 BACK OF SIDEWALK SIDEWALK -T + + + -+ F-� . .. ..TRE RELOCATED C"AIZ ACMT Ow EXISTING BUS S % EASEMENT BUS STOP PROPOSED RIGHT OF WAY LINE P POSED ROW DRAINAGE PROPOSED ROW ...... EASEMENT RIGHT OF WAY TAKE RO RD DRAINAGE ———— EXISTING RIGHT OF WAY LINE EXISTING R DRAINAGE DRIVEWAY TYPE 1 PROPERTY DRIVEWAY SLOPE EASEMENT STA 193+09 LINE, TYP (TYPE 1) (33.50' RT) B STA 1RT)96+59 DRAINAGE EASEMENT PLAN (33.50- SCALE: 1"=20'—O" SIGHT EASEMENT 150.00' VC 450 1 450 ......... ........ N. .. ......... ..... ..... ...... J.'J ...... .... ..... ...... w w:00,::: .. ......... N 44D .. ........ ...... ......... . ...... . ....... ....... ... ......... ......0i. ......... ......... . ....... . ...... w w w w 440 ..... ...... ......... ... w: ......... ......> ......... ......W a...... . ........w ... .... .... ......... ... ..... .... .. ....... .... ......... .. ...... 'PRO 03E 'GRAD :: :::::: 430 ........ .. .. . ........ .. ......... D..... .........I I......... ........ . ....... . .. 430 ......... ......... . ..... . ....... ......... ... ..... ........ A .... ......... ......... . ....... . ......... ........ ............... .. ..... . ......—7 .. ...... . . w w w 7 7 ........ .. . ::::::::: .::: ::::::::: w ... ....... :::::::, 0.— 420 ... ......... ........ ......... .... ......... ......... .........a ....... . N..... . ...... 420 a .... ......... 410 ...... ..... ... ....... . ....... . ...... w w w:p a q ....... ....... ......... ... .. . .........I ......... . . ..... . ......... ......... ... .. ......... .... 410 ......... ... .. .. ......... ..... am am wa r .. w ......... ....... a w .... .... .... ......... ....... . .. 40D ..... ........ ... ... ......... ....... ........ ........ 400 .... ......... . .... ......... .. 390 . . . .. ... .......... ........ ....... ... .. ............ ....... ...... ............. .. ..—.. ...... ................. 390 193+00 194+00 195+00 196+00 197+00 111=101 10 0 10 20 16- PROFILE 20scale feet 0 20 40 SCALE: H: 1"=20'—O" V: 1"=10'—O" 1"=20 mlr� 'P scale feet KEY PLAN 33301 9TH AVENUE SOUTHKam 67, DUVALL AVE NE 2/24/04 A CITY OF zazEe � ,�.,,...—. ODES ROADWAY IMPROVEMENTS - FEDERAL WAY,WASHINGTON BEkGERIABA'M 98003-2600 AMH FENTON E N I I N E E V I I I-VOICE:(206)431-2300 Plonning/Building/Public Works Dept. a — NAS ROADWAY ALIGNMENT C-25 EXPIRES AWCH 15,206 FAX: (206)431-2250 NO. REVISION BY DATE APPR —GLP PLAN AND PROFILE-SHEET 4 31'i 31 Last S,—m 1b,Feb 2f 2005 of 11.27AAf bv Set— F*N 0.,12"IFAP#7-04-021C4001d101 C25 &d'. SEC. 3 T. 23 N . R. 5E. W.M. �p PROPERTY PROPERTY �--- U LINE, TYP LINE, TYP I I ) I NI RELOCATED — `:�, 0 30 I \ii ' �J L\\ ' STOP �O I \\ — \ \ EXISTING \ I \ROW I I BACK OF 1 B STA 198+38 f EXISTING � � � � I I SIDEWALK — (42.00'-LT) —" I — ROW /J Q\ w� 5 —_� BACK OF - ---bbb SIDEWALK _ clry " I KING COUNTY\ NOTE: / "T— a p Cr 1, ° �/ 1. FOR DRIVEWAY PLANS SEE SHEETS C38 THRU C41. N o . wl^ / — — — I _ _ _ — --___ - 2. FOR INTERSECTION PLAN AND PROFILE SEE chi-- - - - - - - � _- - - - - - — - - zi40� ��__- - - -� _ v- - - - - -- — � + ` - - - - — ._ � / - - __ —_ ,_ _ — _ - - - - - � SHEETS C32 THRU C37. — — _ FACE OF � _ _ a CURB i � _ � CURB N �I - \ 199+oo DUVALL AVE. NE N 04'55'30" E C, zoo+oo 201+00 -—- --�-- 2M.85 ' W U w W 4� 4 I I W I Z -� FACE OF �r - - U I- t)WQ Q W F+ R, �C� \ + \ 1+ + I LEGEND: + + + + + + + + + + + + ' '-i-n- BACK OF ' BACK F °PROPOS EXISTING I °�° � SIDEWALK �P�ROPOSED S —� � \\���\\� DRAINAGE I I i SIDEW LK , \\\ ROW ' \\ \\\ ROW �� DRIVEWAY \ D IVEWA �py� EASEMENT i - EXISTING RIGHT OF WAY LINE TYPE 1 ' I 4TY 1 1 PROPOSED RIGHT OF WAY LINE I B STA 200+65 I ' B S 201+ 6 DRIVEWAY DRAINAGE ' ' (33.50' RT) i (33.50' RT) l I I B SPE TA 1193+50 ! EASEMENT ! RIGHT OF WAY TAKE Fri (33.50' RT) SLOPE EASEMENT r PLAN DRAINAGE EASEMENT SCALE: 1"=20'-O" ~� SIGHT EASEMENT 450 450 !� .... ......... ......... ......... ........ ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: :.......: :.......: .... . ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......:: ....... ......... ......... ......... ......... .. ........ ......... ......... ......... ......... ......... ......... ......... ......... ........ ....... 430 :... ......... PROPOSE GRADE :::::::: 1 430 .... ......... ......... ......... ... ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ::....... .. ...... ..._..... ......... .. ...... ........ J -- --.-.- ----.--.- - ---.- --- -- >0. 5J::... ...... :::: \1 .... ......... ......... ... ......... ......... ......... . __ _ �... _ 420 .... ......... ......... ......... .......E ISTING::GR UND::..: :........ ......... 420 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ....... ........ ......... ......... ......... ......... ......... . ....... ......... .. ......... .. .... ......... .. .... ......... ......... ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ....... .. b U ..... : :.......: :.......: :..: .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: . . ......... ......... ......... ......... . 198-1-00 199+00 200+00 201+00 10 0 10 20 1"=10' r P PROFILE 20a1e 0 20 feet SCALE: H: 1"=z0'—O" V: 1"=10'—O" 1 —20 scale feet KEY PLAN L"° �3°" A CITY OF DUVALL AVE NE z/za/oa 33301 9TH AVENUE SOUTH _7` FEDERAL WAY,WASHINGTON b� , „u ROADWAY IMPROVEMENTS BERGER/ABAM 98003-2600 _,M„ RENTON "o-E X E I X c. VOICE:(206)131-2300 NAS x�iwX I Planning/Building/Public works Dept. ROADWAY ALIGNMENTC-26 FAX: (206ri31-7250 E%PIRES mr•Ra,>s,zaas King County N0. REVISION BY DATE APPR , ' � PLAN AND PROFILE-SHEET 5 "`" 32 i 31 a! i SEC. 3 T. 23 N . R. 5E. W. M . Z N °�� NOTE: Cl) 1 THRU R VEWAY PLANS SEE SHEETS C38 o 1. DRAINAGE \ EASEMENT \������� 2. FOR INTERSECTION PLAN AND PROFILE SEE EXISTING t �� SHEETS C32 THRU C37. ROW SIGHT EASEMENT \r ' PROPOSED ROW ry COUNr \�\��\ \ x 7 CURVE DATA /NG Cpu//ry u � PI STATION DELTA RADIUS LENGTH TANGENT Q. �= BACK OF SIDEWALK aY 207+21.77 62'58'56" 531.50' 584.25' 325.59' a) I + + Ali O o CV FACE 0 1 1 n FACE OF -` < CURB Np CURB i E,, / CO 202+0o U' m o a m - - 738T, A 202+86.54 1 - cam/ AVE, SEo w A 6i Z _ OAL CREEK 203+00 _ ARF FACE OFE) N 04'55'30" E 204+00 " \, __- V D 4 •8 _ o --_ 205i o \�}- ~ EXISTING w Q FACE OF \ + CURB y + + + • '- -� y J • + + +x + 1+ to y + + + + + + •+ •4- + P a. + + +e•+ + + + + + + + + _ + + + + + + i PROPOSED ROW + ++ ++ ++ ++ ++ ++ ++ + + + . + + " + tl+ + _+ —/-_+ °+ ++ ++ ++ + ++ + ++ + ++ + T RE 1WAY + + + + + I P�—� + + + + + + BACK OF B STA 206+23 1 I ' BACK OF SIDEWALK + + + I + ++ s4 ++ ++ + + + + + l SIDEWALK (33.50' RT) F°-1 i 0 PROPOSED DRAINAGE 2 r PROPERTY DRAINAGE w o~ti �� EASEMENT LINE, TYP I EASEMENT u ,, PROPERTY LINE, TYP LEGEND: PLAN SCALE: 1"=20'-0" ---- EXISTING RIGHT OF WAY LINE M PROPOSED RIGHT OF WAY LINE 450 450 RIGHT OF WAY TAKE ......................................................................................... .................................................................. O ::: .............. .............................. .............................................................................................................................................................................................................. . SLOPE EASEMENT .... . ......................... . ..... .......... p ..................................................................................................................................... 440 ::::::............................................................................................................................................................. 440 DRAINAGE EASEMENT ..................................................................... ..................................... N................................................................... SIGHT EASEMENT .................................................. ........................................................... ...................................... ............................. .......................................................................................... .. ................................................................... 430 430 ::::::::::::::::::::::::::::: W................................................................... ................................................................... PROPO ED:GRAD ::::::::.:::::::::::::::::.: d 75%............... ::: :::::::::: :::::::::::::::........... ::::::::::::::::: ::::::::::::::::..............-:: \ ................................................ ............ ................................................ ..................................................................... ..... ....................................... ................ ............................................................---..- - -__._................................ EXIS.:NG:GROU. D::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: _:= . :. . ........... ................................ ...................................................................................... i Ki ........................................................................................................................................................................................................................................... ........................................................................................................................................................................................................................................... 410 .................................................................................................................. \ ... ... ... ... ... .... .................................................... ....................................................................................................................................................................................... ............................................................................................................................................................ 390 ........................................................................................................................................................................................................................................... 390 202+00 203+00 204+00 205+00 206+00 1"=10' 10 0 10 20 scale feet PROFILE L P 20 0 20 40 �T SCALE: H: 1"=20'-O" V. 1"=10'-O" 1"=20' o" scale feet KEY PLAN 33301 9TH AVENUE SOUTH } "'°w°"m/'°" �► ,} DUVALL AVE NE 2/24/04 FEDERAL WAY,WASHINGTON p� CITY OF ROADWAY IMPROVEMENTS _ `^G I�OsoPe � ,�; BERGER/ABAM 98003-2600 RENTON �"'"" oATurn "' E N a 1 N E E R. I N c.VOICE:(2o6)t31-2300 � Planning/Building/Public Works Dept. ROADWAY ALIGNMENTC-27 �CHS�3 King CoEEnty ,.;J.y. :� FAX: (206)•131-2250 NO. REVISION BY DATE APPR sEr PLAN AND PROFILE-SHEET 6 �' 33 131 CO SEC. 3 T. 23 N . R. 5E. W. M. \ NOTE: C\IU 1. FOR DRIVEWAY PLANS SEE SHEETS C38 THRU C41. CY) / '2. FOR INTERSECTION PLAN AND PROFILE SEE PROPOSED ROW SEE SHEET C-39 SHEETS C32 THRU C37. / FOR CONTINUATION / BACK OF SIDEWALK OF WALL RETAINING WALL CURVE DATA SEE SHEET C-39 PROPOSED FOR DRIVEWAY ROW BACK OF SIDEWALK PI STATION I DELTA I RADIUS I LENGTH TANGENT x PLAN & PROFILE B STA XXXX 207+21.77 62'58'56" 531.50' 584.25' 325.59' BEGIN WALL 1 COS O a / x C9 B STX Xxxx 1 N x x WALL PIVQT-P-OtNT 1 Q �j W XISTING ROW FACE OF CURB >xoo0`K55�0" \ \ - 208+00 x X \ (C 38Ty o - / x x x X x \ �� DAB CREFk P V o SF 20g+ ` — -FREE OF MRB x x 209+00 �' 210 00 —BACK OF SI 66WALK � �—�1� � J LEGEND: 39.50 RT -� \ TA 208+70 L f ` // / EXISTING ROW M BEGI END PN WAi� \ END WALL o -LTA— / ———— EXISTING RIGHT OF WAY LINE t \ -PLAN / PROPOSED RIGHT OF WAY LINE SCALE: 1"=20'—O" RIGHT OF WAY TAKE 450 450 ........ ......... ......... ......... ......... ......... ......... ......... ....... SLOPE EASEMENT ......... ......... ......... ......... 500.OQ.. ..... + + DRAINAGE EASEMENT ......... ......... ......... ......... ......... ....... ......... ......::: :::::::.. ......... ......... ......... ......... ......... ......... ......... ......... ......... :.......: :. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... .. . SIGHT EASEMENT .... ......... ......... ......... ......... ......... ......... ......... ......... ........ ........4 ......... ..... ......... ......... ......... ......... ......... ........ ... .... ....... ....... .. ....... ..... . 430 ... .....:... ......... ......... .... ......... ...... ......... ......... ........ ......... ........: ....... .. ... ... ......... ......... ..... .....4. ...... PROPO ED:GRAD ::::::::: ::::::::: :........ ::::::::: ::::::::: ::::::::: :......:: :::::::: :::::: :::::::: 420 v:....: —�. . —_y. .... .... ...... . �. 4+1:....: T ...... ....... .. :........ ........: . ...... ......... ......... ......... ......... .EXISTI G:GROUN ::::::::: �.. . ......... ......... . =... ........ .. ......... ......... ..... .. ......... ......... ......... ......... ......... ......... ......... ......... . 400 00 ..... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... 207+00 208+00 209+00 210+00 211+00 10 0 10 20 1"=10' � PROFILE 20g1e 0 20 feet � SCALE: H: 1"=20'-O" V: 1"=10'-0" -20 KEY PLAN scale feet 33301 9TH AVENUE SOUTH > Nb � p DUVALL AVE NE 2/24/04 ' �.►.. rc'''``''rc FEDERAL WAY,WASHINGTON DES CITY OF ROADWAY IMPROVEMENTS BERGER/ABAM 98003-2600 AMH F ENTON "17r4•!AL ` ' E N B I N E E R R I N E.VOICE: 206 31-2•N � DATUM '� ' ( )4 NAs Planning/Building/Public works Dept. ROADWAY ALIGNMENT -28 EXPIRES MNt[H is.2aa6 King� �, FAX: (206)431-?250 N0. REVISION 6Y DATE APPR i...o.�� N�"'0Cp1p'a" PLAN AND PROFILE-SHEET 7 34 131 SEC. 3 T. 23 N . R. 5E. W.M. N UI u7 ch o PROPERTY B STA 213+87J)G— B STA 21.4+27.50 / LINE. TYP / 44.00 0 LT / B STA 215+50 / / 34.00 LT -� END WALL / PROPOSED ROW T EXISTING ROW B STA 212+69.32\\+ '.brr\'ENT 44.00 LT /�- J / / ° NTY I RETAINING WALL 1 PROPOSED ROW BACK OF SIDEWALK NOTE: DACE-OF-CURB ` —� 1. FOR DRIVEWAY PLANS SEE SHEETS C38 TTHRU C41. 214+11 — 1 2. FOR INTERSECTION PLAN AND PROFILE SEE SHEETS C32 THRU C37. ........__. _ Co / i / 2=_213 -�- / n u FACE/OR-CURB ;_....... m / a �1. m 212+00 _�- P /VE S��( 5 " �! 13gTN P PF P < / °' U LEGEND: W m ! Q j 687a9 m i EXISTING ROW=1 -- J � - - EXISTING RIGHT OF WAY LINE x• n B STA 215+40 k � N RETAINING WALL 35.00 RT PROPOSED RIGHT OF WAY LINE � u FACE OF CURB { END WALL RIGHT OF WAY TAKE F--� ° ✓ / PROPOSED ROW rn B STA 215+44.53 45.00 RT SLOPE EASEMENT 8 STA 212+21.89 /45 DRAINAGE EASEMENT .00 RT STA 1Y+60 EX TING ROW PLAN SIGHT EASEMENT ~ 35 RT SCALE: 1"=20'-O" /BEGIN WALL MM .... .... .:::::: ..................................................................................... ............................................................................................................................................ ..................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................... CURVE DATA O ......................................................................................................... \ .................................. .................................................................................................................................................................................................. ......................................................................................................................................................................................... PI STATION DELTA RADIUS LENGTH TANGENTO ::: . ... 17' ... ... .. ... ... ... .. ... . 400 216+91.73 62'04'S5" 527 571.02 317 PROPO ED:GRADE: ::::::::::::::::::::::::.:::::::::::::::::..:...................................................................................................... .... o, 390 ........................--- __ _ -- 5:449:::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::.....::::::::::::::::::::::dd 390 -- ....................... .................... ................... .... ....... E.X.J.S.7... IN -- . .. ................................................................ ............. ................. . ......... ..... .. . ..... ..... . . . . . .... .. ......... ......... ......... ......... ......... ......... ......... ......... :........ ..... .. ......... ......... ......... ......... ......... ......... ......... ........ .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .......: ....... ....... m.:m... .... ......... ......... ......... ......... ......... .. 370 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ 70 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... .. .... ......... ......... ......... ......... ... ......... ......... ......... ......... ......... ......... ......... ......... ........ ....... ....... ...... ....... ....... ....... .. _ 3 ....... ....... ....... ...... ....... ....... ...... 360 3 .... ......... 60 212+00 213+00 214+00 215+00 350 350 10 0 10 20 1"=10' r PROFILE 20 scale feet 0 20 40 � y >,•uxt� SCALE: H: 1"=20'-O" V: 1"=10'-0'• 1 -20 scale feet KEY PLAN 33301 91H AVENUE SOUTH »a.a"". .7"' A } CITY OF DUVALL AVE NE 2/24/04 Z3212 ;' ; :'" FEDERAL WAY.WASHINGTON DES ROADWAY IMPROVEMENTS i ' 0 BERGER/ABAA4 98003-2600JI AMH ���_�._.� .� RENTON jy gF ' E N. N E E N. I N c.VOICE:(206)431-2300 NA5 ..�� DATUM Planning/Building/Public works Dept. ROADWAY ALIGNMENT C-Z9 f EXPIRES NwFCH S,PAD6 I(ing CoXXEFty FAX' (206}431-2250 NO. REVISION BY DATE APPR CEP seui �� 35 131 PLAN AND PROFILE-SHEET 8 CL ALIGNMENT SEC. 3 T. 23 N . R. 5 E. W. M./ END PROJECT SE 95TH WAY I B STA 220+01 UI Iz - rr REL�O0CATED DRIVEWAY (12.92' LT) M I I / END C(SNSTRUCTION I TO�TIE INTO EXISTING o / EXISTING ROW B STA 218+5O CO L CREEK PARKWAY Ln EXISTING ROW &k, FOG LINE D ' BACKK/0 / I aD SIDEWAL / i 8 EEK P STA: 219f50. 7 N COAL C .. . . ARKWAY ) .._. . h 219+oo 0 QN YFACE 4Fo z2o+oo CO ♦ ;+a� / ' / CURB / �- 542674 2 " 06 Z / - (L DRIVEWAY CCC NDD �� OD 1 PROPERTY LINE, TYP I BACK OF \ 3I NOTE: OPT SIDEWALK zl aj�\G 1. FOR DRIVEWAY PLANS SEE SHEETS C38 (a THRU C41. 2. FOR INTERSECTION PLAN AND PROFILE SEE / / \ (INTERIM - PRIOR TO COMPLETION SHEETS C32 THRU C37. E..� / x OF CITY OF NEWCASTLE PROJECT) / 3 PLAN CURVE DATA \ PROPOSED ROW SCALE: 1"=20'-O" PI STATION I DELTA RADIUS LENGTH TANGENT \ 216+91.73 62-04'55" 527' 571.00' 317.15' LEGEND: 390 390 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... ......... ......... ......... ......... ......... ... .. ......... ......... ......... ......... ......... ........ .... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ........ ....... ....... .. ::::::. ...:: . ...... ......... ......... ......... ......... ......... ......... ......... EXISTING RIGHT OF WAY LINE .... ......... ......... ........ ......... ......... ......... ......... ......... ......... ......... .... ..... ....... ......... ......... ......... ......... ........ ......... ...... ....... 380 .... 380 PROPOSED RIGHT OF WAY LINE .... ......... PROPO D:GRAD ::::::::: ::::::::: ::::::::: ......::: ::::::::: ......... ......::: ......... ......... ......... .... ........ ...... ......... ......... ......... ......... ......... ......... RIGHT OF WAY TAKE .. ...... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . .... ......... ......... ......... ......... ......... ......... ......... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ....... .. ...... ....... ....... ....... ........ 370 370 SLOPE EASEMENT . . .. . . .... ......... ......... .. ......... :....... ....... ....... ......... DRAINAGE EASEMENT ....... ......... ......... ......... ......... ......... ......... ........ . ........: .......: ........ .- .. ...... ...... �— ....... ......... ......... ......... ......... ......... ......... . SIGHT EASEMENT ........ 360 ....... ....... " N 350 ... ......... ......... ......... ......... ......... ......... ......... :.....:.: ...: :.......: :.......: : .... ....... ....... ....... ....... ....... 350 .. ....... ...... ... :: ...: :....... �XI TIPJG GR, UND ..... ....... _ .. ....... ........ . . _ 340 ..... .... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......:.: ......:.: :....... ....... ...... ........ 330 216+00 217+00 218+00 219+00 220+00 1"=10' 10 0 10 20 r L P� PROFILE 20 ale 0 20 feet40 a•*ter SCALE: H: 1"=20'-0" V: 1"=10'—O" 1 =20 scale feet KEY PLAN 33301 9TH AVENUE SOUTH w��" p DUVALL AVE NE z/za/oa p� ; ,�,,, !��, r' FEDERAL WAY,WASHINGTON oEs E,E >� CITY OF ROADWAY IMPROVEMENTS _ t BE/lGERIABAM RENTON saoo3-2sao �"�"" DATUM E N C 1 N E E N$ ' N c.VOICE:(206)'131-2300 ;,� .i Planning/Building/Public Works Dept. ROADWAY ALIGNMENT C�-30 FAX: (206)431-2250 E10'IRES MPRCH 15,2DU6 j(jng Co»ty �_�''����� NO. REVISION BY DATE APPR -GL, """"'"'n' PLAN AND PROFILE-SHEET 9 q"" 36°131 Lr=209.00 U2/6Lr 0.7Lr 0.3Lr NOTE: I z 69.67 146,30 62.70 C 1. FOR DRIVEWAY PLANS SEE SHEETS C38 O N 2/6Lr ro 00 THRU C41. ro a 69.67 `° 2. FOR INTERSECTION PLAN AND PROFILE SEE N + �+ SHEETS C32 THRU C37. W N N IL 00 + Fa- Fa- � N � to Z FULL SUPER 6% m N EAST EDGE OF TRAVELED WAY CENTER LINE 2% WEST EDGE OF TRAVELED WAY FULL SUPER 6% wI+ z z :IS MIN N I- � alto �2 m FOR PLAN AND PROFILE FOR PLAN AND PROFILE SEE SHEET C-25 SEE SHEET C-26 Lr=209.00 310.55 (> Lr=209') 0.31-r 0.7Lr 247.85 (> 0.7Lr) 0.31-r 62.70 146.30 62.70 M r 00 0 N (� 0 0 EO n M + a) a) M N N J N N Nuj Fa- I--- W (n N J to to to FULL SUPER 6% FULL SUPER 6% L, EAS EDGE OF TRAVELED WAY WEST EDGE OF TRAVELED WAY I [�� CENTER LINE F--- CENTER LINE ----- - - - - - --- - - - - - --- - --- FULL SUPER 6% OF TRAVELED WAY EAST EDGE OF TRAVELED WAY FULL SUPER 6% �gT EDGE w $ w wlS z z to o =1 w z: F�--1 MIN QIE- m FOR PLAN AND PROFILE FOR PLAN AND PROFILE SEE SHEET C-27 SEE SHEET C-28 O I I FULL SUPER 6% WEST EDGE OF END CONSTRUCTION TRAVELED WAY (MATCH EXISTING CENTER LINE 8 STA 218+50 FULL SUPER 6% TRAVEL DE WA 0 w rn z + =1� I QI< � m FOR PLAN AND PROFILE _ r- SEE SHEET C-29 40 0 40 80 �.P 1"=40' scale feet am ��• ' U gym. _ 33301 9TH AVENUE SOUTH x"� "' �► CITY OF DUVALL AVE NE 2/24/04 oES ROADWAY IMPROVEMENTS _ eaeie !� FEDERAL WAY,WASHINGTON RENTON ' BERGER/ABAM 98003-2600 AMH DATUM rQNAL 4r e 1 N E E R E 1 N E.VOICE:(206)431-2300 tus f *_� Planning/Building/Public Works Dept. ROADWAY ALIGNMENT -- ENC 32 DfPIRFS MARCH S,2006 .".'!' FAX: (206)431-2250 NO. REVISION BY DATE APPR �""` ` SUPERELEVATION —38-131 King County � SE 107th PLACE SE 107th STREET ' UI Q i J I I � m 1 n 0 Li I _ i - —— ———— ——— ——— — —— ——— - ` ' n 182+00 ——— ————— 183+00 °� I --F-- -� - - --i-- - 0 DUVALL AVE NE ---------- ' -- --- --' -- _ _-- DUVALL AVE NE iao+oo o tat+oo B STA 180+27.97= B STA 182+52.49= C STA 10+00 D STA 10+00 1 PLAN 20 0 20 40 2 PLAN zo o zo ao 1"=20' 1"=20' - SCALE: 1"=20' scale feet - SCALE: 1"=20' scale feet 4-40 25.00' VC 440 25.00' VC ......... .. .......... .....�..�. .... :.........: .... ... O :: w............. \ ............. ............. >..> ....... > ::::::::: EXIST GRO E ... ROUND. .:::::::::m::m: ::::::vq >v............. :::::::::: ... .......... 420 420 .... ........ ............... ........... =0P70SED . ........................ ........ ............... DE ROPOSED GF ADE ............... .... ........................ DATUM ELEV :::: ........................ DATUAf ELEV ............. ........................ 400.00 ......... 400.00 ........................ 9+00 9+50 10+00 9+50 10+00 10 0 10 20 10 0 10 20 PROFILE 1"=10' �a� PROFILE 1"=10' SCALE: H: 1"=20'-0" V: 1"=10'-D" scale feet \ / SCALE: H: 1"=20'-O" V: 1"=1 o'-0" scale feet 20 0 20 40 20 0 20 40 1"=20' 1"=20' scale feet scale feet op eeyyi llp n "" ��°" �► CITY OF DUVALL AVE NE 33301 2/24/04 r 9TH AVENUE SOUTH r� FEDERAL WAY,WASHINGTON �� „a ROADWAY IMPROVEMENTS p,Z ' RENTON BERGER/ABAM 98003-2600 °^ AMH tOrypy tlx' E x a 1 x E E x r x c.VOICE: ZO6 31-2300 ""—� ( )a N� Planning/Building/Public Woks Dept. INTERSECTION C-33 EXPIRES MMGRCH S,IDD6 King County FAX: (206)431-2250 NO. REVISION BY DATE APPR GEF PLAN AND PROFILE-SHEET 1 ""' 39 131 co NE 18th PLACE �� NE 18th CIRCLE U I NtI @4+00 A DUVALL AVE NE - ---- -- ---�— --------- � I II B STA 185+46.67= / F STA 10+00 i I I / 7183+918.97= I 7 E STA 10+00 DUVALL AVE NE I I —— ———— ———— 18 —— —_ 1�0 0 - - - 6+00 0 0 0 �I 1 PLAN20 0 20 40 22 P LA 1"=20' 1"=20' SCALE: 1"=20' scale feet SCALE: 1"=20' scale feet M�--1 25.00' VC 25.00' VC . 440 440 . ...... .. .. ......... ......... N l7.... .n..p..... :.. ...... ... ..Y.. .... N T:q::...... .... .. ... Y.I..M. ...... L] ...... ..... ......... ..17 ...... .�..^.................. .... ...+..0. ::: + N........... ++ W .... o..rn..... °..e. .... rn <............ V1 ......... .. ....... .:...................:. .... . W. .....:U W..... ....... ... ..... y. ,........................ ... U............. Q U................... m y ...45L mva ........... .... ......... ... ............ EXISTING GROUN :: PROPOSED R 4DE:..:4 :::: :=.3 :. ..... XI :GROUND::: PROD SEb rGRA01t ........................ ........................ .... . ........................ ........................ .... . ......... ...................... . DATUMELEV ........................ ........................ .... . DATUM ELEV ......... ........................ 400.00 .... . 400400 ......... ........................ ................ ...... 10+00 -10+50 11+00 9+50 10+00 PROFILE 10 0 10 20 10 0 10 20 3 1"=10' PROFILE ,"=,D' — SCALE: H: i"=20'-0" V: 1"=10'-0" scale feet I SCALE: H: 1"=20'-0" V: 1"=10'—D" scale feet 20 0 20 40 v 20 0 20 40 1"=20' 1"=20' y,p scale feet scale feet � R6 gN are.�m 33301 9TH AVENUE SOUTH A CITY OF DUVALL AVE NE �2/24/04 i%"" v•. >"'"' DFS ROADWAY IMPROVEMENTS _ zszlz ' ` <� ; FEDERAL WAY,WASHINGTON RENTON ty]7 BERGER/ABAM 98003-2600 "M" DATUM E R E I R E E A I R a VOICE:(206)431-2300 —NAS Planning/Building/Public Works Dept. INTERSECTION C-34 E—MRES M CH 15,2006 ICiilg� �. FAX: (206)431-2250 NO. REVISION BY DATE APPR �� �� 40'731 PLAN AND PROFILE SHEET 2 NE 19th STREET coo NE 18th STREET 0 H 9+50 STA,TA 9+50 C) -------------- ------- DUVALL AVE NE --- - - -- ------------ — 187+00-, =2 - O t91+O B STA 187+10.29= G STA 10+00 —————— —— ————— — DUVALL AVE NE A B STA 190+50.85= 20 0 20 40 H STA 10+00 H STA 10+50 PLAN 1"=20' SCALE: 1"=20' scale feetj PLAN 1"=20' 20 0 20 40 SCALE: 1"=20' scale feet 25.00' VC 25.00' VC 0 m 25.00' VC - 0 0+ ui 440 440 .......... 64 - .. :::: :6. �4..... ........ + ..... . . ...... ..... .. ............. P Gj: cl 0i > > .......... .......... EXIS.TING:G1?QUND': .......... ...... ........ .. ...... ............. ....... ....... > ...... .... ......... .... .......... .......... ..... . . .. 2;00% .... . . . .. . ..... ::mw:]r::ww::: -2.00% . ................3.92% . ....... T ... ........ 420 420 .... . I............ .......... I....I... ... .... .:...::.............::.. ... �r::::w::::: ................. ........... ... ........ ................ . ........... .... ............ ....... ......... ... PROP.0 3ED:GRADE ........... .. .... ........................ ... ::w:::::w:::w::::w::w.:: .......... .... ... .......... . . . . ..... ...... .... ..................... ....... ........... ... m: ........... ... ............ ........... ... m ::::.:::T:r:::w::::: ......... ... ........ .......I... ........................ DATUMELEV ......... . .................. .. ........................ 400.00 400.00 ......... ............. �q::w:w::w, .......... .... . ........:1 ....... ... .. .... ... ...... ............ ................. .............. . .... .... 10+00 10+50 9+50 10+00 10+50 11+00 10 0 10 20 10 0 10 20 PROFILE 1"=10' mm%�il PROFILE 111=101 — "Illmsw�il SCALE: H 1"=20'-0" V: 1"=10'-0" scale feet SCALE: H: 1"=20'-0" V: 1"=10'-0" scale feet 20 0 20 40 20 0 20 40 1"=20' 1 1"=20' scale feet scale feet DUVALL AVE NE 2/24/04 33301 9TH AVENUE SOUTH CITY OF FEDERAL WAY,WASHINGTON DES ROADWAY IMPROVEMENTS RENTON BERGERIABAM 98003-2600 AMH tENpy E N a I N E E'A..1 1 N c VOICE:(206)431-2300 —NAS Planning/Building/Public Works Dept. INTERSECTION C-35 rE-XPIRES MARCH 15,206 L11 FAX (206)431-2250 REVISION BY DATE APPR _j NO. —GLP PLAN AND PROFILE-SHEET 3 41 1 31 co (y) NE 21 st STREET NE 23rd STREET C-) C\I C) 195+00 g 196+00 - --- -----� — i————DUVALL—AV—ENE- 0 07 19970-0— i Olt 00 0 —————— ———— B STA 195+20.42= DUVALL AVE NE _too, J STA 10+00 ——————————————— STA 1�9 1�85 82�= K STA 10+00 0 ---- — — — — PLAN 20 0 20 40 2PLAN 2 0 20 40 1"=20' 1"=20' SCALE: 1"=20' scale feet SCALE: 1"=20' scale feet 25.00' VC 0 25.00' VC + �! N + co 440 0 N 440 Di q::::: w M :::::::.:::q: ..........:d Oi Aii: m m Lij . ...... .................... ... ...... ................. ................ F!.ROF0SED::GRAD.E::::::::: m > EXIS'nNG:GRQ11.Nl?:—v'::>: ...... a .... ............... ..... .......... a j a a a w a w a w a 667 :::w.— .... 2,OQ% 7771 &...L' C) 77: 77 wo 420 ..... 420 .... DATUM ELEV 400.00 EXIST IN GROUND4 m ....... PROPOSED:GRADE:::: .......... ...... ...... .......... ........ .............. .......... ..—... ........... ..... .. ........... . ........... DATUM ELE V ............ ........................ �ioo—00 ............. .......... . 10+00 10+50 11+00 11+50 9+00 9+50 10+00 10 0 10 20 1C) 0 10 20 PROFILE 111=101 PROFILE i"=io' mm!05mmw� SCALE: H: 1"=20'-0" V: 1"=10'—O" scale feet SCALE: H: 1"=20'—O" V: 1"=10'—O" scale feet 20 0 20 40 20 0 20 40 1"=20' 1"=20' scale feet scale feet 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE 2/24/04 -DES ROADWAY IMPROVEMENTS FEDERAL WAY,WASHINGTON 23212 t� Le R RENTON 1 BERGERIABAM 98003-2600 AMH N, E N 6 1 N E E R 8 1 N c VOICE:(206)431-2300 -NAS Planning/Building/Public Wori<s Dept. INTERSECTION —36 C EXPIRES MMCH 15,2Z'06 King Courtly FAX: (206)431-2250 NO. REVISION BY DATE APPR —ILI 31 PLAN AND PROFILE-SHEET 4 42 7777-1 cr) NE 24th STREET SE 100th STREET �— UI � I ————— o - zoa+oo I� \ B STA 202+86.51= L STA 10+00 I B STA 204+57.07= M STA 10+00 0 —— ———————— —203 ————— — — x 0 N 0 - - ---�-- - I-+00 - - - o o + m m m i ————————————— ———— 0 1 PLAN _ 20 0 20 40 PLAN 20 0 20 40 SCALE: 1"=20' 1"-20 SCALE: 1"=20' 1"=20' scale feet scale feet 25.00' VC 25.00' VC rM' 440 v>........ 440 I� m r w q....:7 01........�:.pp: : :. .... ...................::: .....: rt.....OY ..... .:T..a: ..... ..... .......... .... ......... ........ W....:. .�..�................... . .... ...... .. ........ ..:N .. ........... il 41 R.............'fN..... . . . ... vi w:::::: .:.E iSTING:GR0 N PRO OSED GRAD . .�' > w..W.. ................ O ....m m...... ........................ . ... .. :........ ..:'.ob% :...... Q ..... 2.00%-.... . 420 420 ..... ......::: EXISTING GROUND:::.:: :::::: ::: ::::: ::: ........................ ........................ . ....................... ........................ . .................. ........... ........................ ........................ . DATUMELEV ........................ ........................ ........... DATUM ELEV ........................ ........................ . 400.00 ........... 400.00 ........................ ........................ ......................... ........................ 9+00 9+50 10+00 10+50 11+00 10 0 10 20 10 0 10 20 PROFILE ,"=,o PROFILE SCALE: H: 1"=20'-0" V: 1 10'-0" scale feet — SCALE: H: 1"=20'-0" V: 1 11=10'-0" scale feet 20 0 20 40 20 0 20 40 1"=20' 1"=20' .A L PHIL scale feet scale feet V Qi N s..om r�"'""d. 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE z/2a/oa �i2 7� O " f FEDERAL WAY,WASHINGTON °� All R RENTON ROADWAY IMPROVEMENTS _ �,� � BERGER/ABAM 9e003-2600 "�'AMH DATUM�GNAL �' ' E x o I M E E P t i x e.VOICE:(206)431-2300 � Planning/Building/Public Works Dept. INTERSECTION Cx37 a ! FAX: (206)431-2250 NO. REVISION ev 0AT> APPR car PLAN AND PROFILE-SHEET 5 43°`131 SE 95th WAY 000 — o Q 0323059ASTEE 00 I O11 OF NE \ ' lP / Ql / 'I"0/ "� / • pN0 PLAN 20 0 20 40 SCALE: 1"=20' 1"=20' scale feet 25.00' VC M 380 .... .. w ........ . ........... ..........: .... ... .......... .... . ...... ..�. .... :: :. .::: :: .v.W..>. EXISTING:GR UND:. m..::::::...W. .......... ...._0.50.�::...---- ........... .........: 360 ———— ..... PROPOSE GRADE:::::::::::::::: ......................:. ........................ ........................ ........... ........................ ........................ ........................ ........... ........................DATUM ELEV ........................ ........................ ........... ........................ ........................ ........................ ........... ........................ ........................ ........................ ........... ........................ ........................ ........................ ........... ........................ ........ 340.00 ... ........................ ........... ........................ ........................ ........... 8+50 9+00 9+50 2 ,s 0 10 20 PROFILE SCALE: H: 1"=20'—O" V: 1"=10'—O" scale feet 20 0 20 40 1"=20' ¢. ILL.PF(� scale feet NDUVALL AVE NE 33301 9TH AVENUE SOUTH DES A ,r CITY OF ROADWAY IMPROVEMENTSz/za/oa zsztz i - '; FEDERAL WAY,WASHINGTON HER GER/ABAM 98003-2600 -AMN RENTONDATUM "° IqNAy EXO I XEERt 1 X C. ti� fr volcE:(206)431-2300 NASF Planning/Building/Public worms Deft. INTERSECTIONC-38 EXPIRES MPR[H 15,2DD6 King County FAX: (206)131-7150 NO. REVISION BY DATE APPR cEP """"®°'a' PLAN AND PROFILE-SHEET 6 �� 44�131 LO - i O CURVE DATA ` A • �f� / PI STATION DELTA RADIUS I LENGTH TANGENT 10+75.48 39'34'56' 35' 24.18' 12.59 ' 13+42.69 88.39'54" 50' 1 77.37' 48.85 1 +7 \ LEGEND: I ———— EXISTING RIGHT OF WAY LINE PROPOSED RIGHT OF WAY LINE ----� / / 4'.�,�/' 10 0 10 20 scale feet 20 0 20 40 1.4 =20' a \ \ / / / / / scale feet PLAN - RELOCATED DRIVEWAY SCALE: 1" = 20' (L COAL CREEK PARKWAY 440 440 ................................. ........................................................... ............................................................................................... ..................................................................................... Pl ................ `� \ .+............ .... ... ... ... N. .... .... ... .... ....... ... ................................................................................... O 430 ....................................................................................................................a N.............................................N m......................................................... 430 .. ..................................................... .. .... .... ...... ..... ... ...... .... .... N...... ...... ... .. .. . .................................................... ....... .. .... ...... ....... ...... .... ..... ....... ...... ...... .... ..... ...... ....... .... ...... ..... ....... ...... ..... .... ..... ...... .....I. .. ...... ................................................................ ....... ...... ...... ...... .... .. o.. ....... ...... ...... ...... ....... .. ...... ...... ...... ...... ...... .W >. ..... ........ ...... .... ...... ....... �' .o. .......:!.�..... ....... ...................................................................................................................... .W.::::::::::.....:::........:::......::::.....w ....................::::4 .�:..:......... ,..,�............... v ».....................�.. ... o,..n.............. ................................................................................................................:::::: ............................................... .......... ...............................................> ................ ........o..+. .. .... .............. ............................... 20 o:3ex................_.......................................................................................................m 420 .................................... _ — ....... .....-.—. ......- .... — -. — — —. ":: .. .... _ ........... ............ ....... - ....................... ... .. .. .. .... ........... 8 : ... ......... ..... ...................... ................ ................................................................................ .................................................................................................. ooz............... 410 410 ............................................................................................................................................................................................. .................................. ............ ... .... .... .. .... N ................................................................................. 400 ...................................................................................................... .............................. ................................................................................................................................................ l .................... .................................................................................................................... ....................... ... .... .. ... .... .. .... 3 390 90 rn �, N N N Oi Rd „j I(1 O in N 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 ° PROFILE - RELOCATED DRIVEWAY SCALE: H 1" = zo'—o", v 1" = 10'-0" KEY PLAN t.Pli� of d� 33301 9TH AVENUE SOUTH O1�"�"' r CITY OF DUVALL AVE NE �2/24/04 DES ROADWAY IMPROVEMENTS _ gzszix ' �- ` .. FEDERAL WAY,WASHINGTON -� RENTON I ,�ijj BERGER/ABAM 98003-2600 AMH DATUM "o- IGmL % E x a i x E E R 1 x c.VOICE:(206)'131-2300 N� Planning/building/Public Works Dept. DRIVEWAY PLAN AND PROFILE C-39 "Y>Y FAX: (206)431-2250 NO. REVISION BY DATE APPR SHEET 1 "�' °i EXPIRES MORCH 15,2DD6 KIIIg(,`pity 45 31'a_�< ':,�%'�"� cEP B-LINE I 8-LINE 182a MATCH EXIST C) I EL=419.50 DUVAL AVE NE EL=417.87 34.84 EL=417.75 J DUVAL A7 NE..... ............ ... C, 0. z 0 0 0-3 4 ... .........z DR WAY 4 MATCH 12tTlvz Y EXISTING EL= (n: ............ ........ ............ ... ....... .......... .';., ." ....... ............ .......1-1 .......... EL=417.8D EL=416.14 ...... ................ .......... EL=416.02 EL=447.9 2- - - - SAWCUT & MATCH -------- SAWCUT & MATCHI Ft fI EXIST EL=415.85 DUVAL AVE NE ;;EXIST EL=417.65 . ........... .......... �B-LINE ------------ Q STA 9+ 10.75 B STA 179+46.5 B STA 181 +41 .5 B STA 181 +63.5 N04*55'34"E C - 41 -35' B-LINE 1 S TOR Y 18-'4 00 DUVAL AVE N B-LINE WOOD HOL .--.i - E_Z___ Ln BASIS OF BEPRI GS MATCH EXIST MATCH EXIST - -------- EL=420.25 EL=419.25 11E NE EL=420.07 o EL--419.69 ------------ EL=419.91 EL=419.53 ........... - - - - - - - - - - - - - - - - - - - - 4 4 14 'rn)P1 WAY 4 \\ 1.............. ... ........... ........ ............. ............. . ..... .......... - - - - - - - - - - W( GATE POST AND ------------ MATCH.. 1. EL=i: SAW U MATC NO PARKING SIC �L=422 EXIST .45 EL 4420.64 3.5' 20.76 EXIST EL=EXI 6.50 L=416.80 DUVAL ........ EL=416.92 ....... B STA 1 8 5+0,�.5 - - - -- -- - -- - - 97 ---------- GRAVEL 1774 -- DRIVEWAY 49-00 LINE -B-LINE B STA 182+55.5 B STA 183+63.0 B STA 184+09.5 10 0 10 20 scale feet 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE 2/24/04 'w FEDERAL WAY,WASHINGTON DES PENTON ROADWAY IMPROVEMENTS - Z3212 BERGERIABAM 98003-2600 AMH 7- E N-.0 1 K E E R 8 1 m c-VOICE:(206)431-2300 Planning/Building/Public Works Dept. DRIVEWAY PM C-40 IMEXPIRES MARCH 15-Mbd FAX: (206)431-2250 NO. REVISION BY DATE APPR -'-� DATUM( SHEET I i 1 416 6131 SAWCUT & MATCH 192400 B-LINE EXIST EL=425.13 ^I \ MATCH EXIST EL=422.25- C:) a a Y_s}\�\d�-°..i��_-%�--��\�f�_.,..., X °o II Qi ° I SAWC1 IT &.MATCH DUVAL AVE NE EXIST El---'�21.85 ) iI II L�Ij: .......... w Lu MATCH IST W 4 1 STORY x EL=421 95 CON RETE x 0 REJE� EL=426.39 NC G EL=426.51 14OUSE RIVEWAY EL=425.60 EL=425.44 4 4 4 4 4 4 W V�L IR 1 4, 4 4 i 'obD 4 GRA 4 4 X x Ld . .............. .. .......7- EL=421.�9 . .... 421.84 6' WOOD x E 6 ...... ........ .......... .......... �LL .00K .... ............. EL=422.67 7� MATCH EXIST L I r951S' Ot Rl- 4 4 �\RE 4 4 ...... 50.B1 EL=426.23 DUVAL AVE NE DUVAL AVE NE DlJvAt AVL NL I-q 7. < ----------00 ---- ------- --18----- 191 T... ......-... 1868- Q0 0 m --VB-LINE ...\-B-LINE B-LINE Co .- B STA 186+26.0 B STA 186+74.0 B STA 191 +03.5 B STA 192+22.5 J W70L ........... 4�' 19--�4 vo WOOD RET. �WADLL 6-LINE B-LINE �x GRAVEL DRIVE WA Y ------ ... ......... x ........ ............ .......... .....DUVAL AVE NE ... DUVAL AVE NE ........... MATCH EXIST --------- --------- 7 EL=427.78 ---wxTCH EXIST KEYSTONE F-18 8 EL=427.50 RET. WALL EL=426.52 -) EL=42 - - - - - - - - - - - - - - - - - - EL=42 J ..'CfAINLIN-K GATE 6' WOOL EL=426.64 C) �y 7.......... ......... 4 6' 4 x 4 4 EL4�26.64 .......... EL=427.57 EL=427.29 7.1 ......... ...... EL=427.41 EL=427.13 ---------- .......... ............. DUVAL AVE NE I DUVAL AVE NE x MATCH EXIST I EL=425.50 -- ------ 7-N04'55'30"E 196400 B STA 196+59.0 MATH EXISTumi SAWCU & MATCH 4 / EXIST L=42 (o M L= 2 \-8-UNE B-LINE--'TO) E `7--------- B STA 193+09.25 B STA 193+50.0 B STA 195+79.0 10 0 10 20 scale feet 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE 2/24/04 DES ROADWAY IMPROVEMENTS ,2m-- , * /�* RENTON 23212 FEDERAL WAY,WASHINGTON BE0GERIABAM 98003-2600 ARCH E N I I N E E R.P I N c-VOICE:(206)431-2300 -NAS DATUM41 Planning/Building/Public Works Dept. DRIVEWAY PLAN [E�-MMCH�-5,2M FAX: (206)431-2250 NO. REVISION BY DATE APPIR �c;Lp • SHEET 3 47'i31 ......... B—LINE 201 B LINE 202 B LINE Gj I C\I —05-12�— —— — — — Li C) ,�COt VE-'NE C) DUVAL AVE NE DUVAL AVE NE (D .........DUVAL...A MATC EXIST EL=423.47 "EC EL=425.51 ————-- EL=42 — — — — — — 8 .... .... ........ .......... ........... .................—... ....... ........ ...... ....... .......... . ........... ....... ............. ........ ............. EL=425.50 ..... ............ . ............ ............ I ....... .......... ............. ........... ...... ...... EL 42534 -Ti Al 4 4 4' 4 4 RAVEL DRIVEWAY; 4 LLJ EL— 2 .23 i �.,. =426- ....... DUVAL A NE < (Y MA CH EXIST L A�� NE A MA E T�'� EXIST 4 551 1 4 E =4 55 (y) CC2,� EXIST By M L ---774------- 4 1 AWCUT & MATCH E zz EXIST4=423.62 EL 423.16 4 PATIO CANOPY CONC. WALK ————————— ——— ,I T ,Fp- BLDG. NO. 2214 EL=424.57 MA 197+00 TCH I T --'��B�LINEI II Q STA 197+ 13.0 B STA 198+ 16.75 B STA 200+65.0 B STA 201 +6 2.5 ...... ....... .............. -- EL=421.4 —421.57 LEGEND GRAVEL ASPHALT CONCRETE B STA 206+23.5 MATCH EXIST 111=101 10 0 10 20 .P EL=419.86 scale feet DUVALL AVE NE 2/24/04 33301 19TH AVENUE SOUTH CITY OF -bES Z� WASHINGTON ROADWAY IMPROVEMENTS 23212 FEDERAL WAY. PENTON gERGERIABAM 98003-2600 AMH I K F E VOICE:(206)431-2300 —NAS Planning/Building/Public Works Dept. DRIVEWAY PLAN C-42 FAX: (206)431-2250 NO. REVISION BY DATE APPR - SHEET4 48 1131 EXPIRES MPILCH 15,2006 1 GIP 0) o � ti D .06 Acb *02� I f z 03 \ \ l LEGEND: PVI STA = 14+74.95 PVI ELEV= 370.38 � M A.D. _ —2.5814 � y PLAN - RELOCATED DRIVEWAY ---- EXISTING RIGHT OF WAY LINE K = 3s.73a5 F + 100.00' VC + n d M + M LOW POINT ELEV= 346.89 SCALE: 1" = 20' PROPOSED RIGHT OF WAY LINE LOW POINT STA = 10+38.67 � iii i;i PVI STA = 10+44.50 C'i > > PVI ELEV= 346.71 m m w w 440 440 .............—A. ........................ ........................ ........................ ........................ ........................ ........................ .............. ................... .............. ........................ ........................ ........................ .... 2 a R ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ . ....... . ..... ............... ........ . ... . ...... ... .... ..... . 430 ............... ......... .......... 30 .........::.M Ol.....: :N.........::: ........: ........ ......... ......... ......... ......... ......... ... ..... ......... ......... ......... ......... ......... ......... .......... .... .. .............::......... .. .... .... .... ............+ ...... ........................ ........................ ....... ...... ......... .. ...... ......... .......... ......... .......... ........ 5000 . .............Ji .N..w................... .................. ......... ...6...... ...... ............. :::::: .�..v................... ........................ ................ ......... ........ 420 :::::::::::: > > w::W:::::::::::::::::: 420 m m::: :: ......... ........................ ........................ ..... ..... . .... ... ... ... ... ;z oz.000 .. .. .. .. . ... ... ..... 410 ................. ....................... .....:.::: 410 .. ..................... ..... .. ........ ......:.......... 400 ........... ........................ ................... .... ........................ ........................ ...... ................. .......................: :......... ......... ......... ......... 400 .......................: :.........:::.......... ........ ..... .... ........................ ........................ ........................ ........................ ..... ....... \ ................ ....... ........................ ......................I. ....................... ................. .................. 325.00 N p�p ai j N � 0.Pi'n �O OOn n n ^O M p M "m N �a O Tom-' M17 M M,.� M MM MM MM M M M MM M MM M MM MM MM MM MM M M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 PROFILE - RELOCATED DRIVEWAY _ 20 0 20 40 10 O 10 20 ` ,p SCALE: H 1" = 20'-0", V 1" = 10'-0" 1 —20 scale feet 1 =10 scale feet �' N KEY PLAN 33301 9TH AVENUE SOUTH m � CITY OF " �"' DUVALL AVE NE 2/24/04 MOOR � ;����, � _;,. .' FEDERAL WAY,WASHINGTON Da ROADWAY IMPROVEMENTS _ BERGER/ABAM 98003-zsa0 ".. """ DATUM RENTON rEru1 'j E I 0 1 R E E R E i I e.VOICE:(206pi31-2300 ,� � 9/ y/ P. DRIVEWAY PLAN AND PROFILE C-43 ' �. Plannin Buildin Public Works De t f FAX: (206)431-2250 SHEET 5 EXPIRES MPA[H 15,2UO6 **_; " N0. REVISION BY DATE APPR King County �:f:#..•^_"' c� � . 49-131 O o l vv I _ OFFSITE RUNOFF, � of 2 BX CB 9STA 1179+40 I — ' CONNECTS S I �I O NOTE. (29.44 LT) I EXISTING SYSTEM p r 51 - kp I SEE SHEET SD-14 U I GI HC1 TYPE 2 4)r- e lcA,, 4 I GI HC3, TYPE 2 I 'I 1. SEE SHEET SD-21. - — _ — — — _ FOR VAULT Q E3 — D1 DETAILS 1 a o STA 180+61 / B STA 182+00 ' t ` ` (30.75' LT) Y D( (30.75' LT) o 2. SEE SHEET SD-22. , a w 0- d I K - i NTYO V) `. °• D—_D_ —0— D D— D w.RD SD SD SD SD S SD _ —Pnm SD i N ----s s s s s s s --�s s s s yy s s cf) I� `� I� •'III �/�\ 1 DLVALL AVE. NE ]� 30Ra --�ns 00 --- - 180+00 - - 181+00 ----- 18 OD _�---v �l - -- 183+00 I�— �u/� (� 1 r NO ILU N 12"p, sa sa sa ��a'� 3 r L) I P -77' — — — — — — — — — — — _m ry —•P_ P CB10 IGI HC2, TYPE 2 GI HC4, TYPE (� EXSDMH2 ::7EX 1 1 B STA 182+43 2 B STA 179 =39 � B STA 180+61 I B STA 182+00 K (20.31' RT) I o (30.75' RT) o (30.75' RT) (19.97' RT) N I PLAN � TaY�e a Sc �� ("aZ(Qe 2� , �� 91", J to SCALE: 1"=20'-0" E "'� 1,W ` L� H—i t � r> 450 \ 450 ::::::: .: .: :::: ::":': ::: .: ::. ::::::. .... :. ::::::: :...: ::::::: .. .. . . ... . :.::... :. ....... ....... .... ......... ......... ......... ......... ......... ......... ......... ......... . ::..:.:.: :........ ........: :...:...: :.......: :.:.....: :::::.::: :::.::::: ::::::::: :.......: :.......: J al l [ O ........ ......... ......... ......... ......... ......... " ......... ......... ......... . .. ....... .... ... ... ....... .. .. ....... .. :::: b in: ::::::: .... :::..�.. .. ......: ::::::: :...... U ti111� ......... ......... ......... ......... ......... ......... ......... ....1t... ......T. d;tF:�. ......... .......:: ......... ....... ...:N: �........ ... ... .... .. ....... i 1. ! :..: :.......: :.......:. ..... ........ :...:: 9�4...: :....:::: :.::::..: :.... ......... ......... .. ......... ........: .:.:...:.:.:: :........... .... . ....... ........ ......... ........ .. .......... ........ 430430 .... .. . .... ........ ......... :II w� ......... ......... ......... . . EXI TING:GR UND:: ::: ::'` ::: .... F '' o ..�.y ......... ......... ......... ......... ...... .. ......fn' ......... .... ....... ....... ....... laF l..V IJ. ....... ... ....... ......... ......... ......... ::t^::::: gi.ii,iir.. ......... ......... ......... ........: :.......: :.:�m''?�--_. ...... ......... ... . .FIN SF::GRAD . ....... ..... :.:::. ....... . . ....... ......... . ....... ......... ...... ......... ......... ......... ......... ... N .... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... 410 .... ......... ......... ......... ......... ......... ......... ......... ......... .... 410 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ... ..... ......... ... ..... ......... ... ... 1.8. SCHEDULE J( _ .. .N V :c.T�:C: 1.2- SCHEDULE 'A::::: ......... ......... ::::::::: ::::::::: ::::::::: ::::::::. ......... ...... .. ::::::::: :::::: ........: ::::::::: ::::::::: ::::::::: ...:::::: ::::::::: ......... .... ..j .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....:... .... ...... .. ......... .. 400 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... :::::::: 400 . ......... ......... .....:::: ::::::::: ......... ......... ::::::::: ::::::::: .. ..... :::: :::: .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ...... ...... .. ........ ......... ......... ......... ......... ......... ......... ......... ......... ... . ..: :....:::: ....... .... . ......... ......... ......... ......... ......... ......... ......... :.......: :..:..... :..... ....... ....... ....... ....... ....... ... 179+00 180+00 181+00 182+00 183+00 10 0 10 20 � 1.,-10' r t! v scale o Pill SCALE:As,,ll PROFILE H 2o —o v: , '.o., 115 ��,r '• 4 wn` 1,•-20 20 0 ;�� 4 feet KEY PLAN A Nn�'�» DUVALL AVE NE z/za/oa „;.�^ � 33301 9TH AVENUE SOUTH A .r CITY OF zszi ►." ,;�' FEDERAL WAY,WASHINGTON DES ROADWAY IMPROVEMENTS BERGER/ABAM 98003-26M N»w AMH '�' RENTON �QYAL E N O 1 N E E A s I N o.VOICE: 206 31-2300 � DATUM ,w, ll ( W NAS Planning/Building/Public Works Deft. DRAINAGE PLAN AND PROFILE LSD-4 EXPIRES MMCH 15.2DDd King C,nunty FAX' (206)131-2250 NO. REVISION BY DATE APPR SHEET 1 53 6131 r ' Lo NL C/)i X V\h `1y EXISTING CB Lr) I y��,� I B30. A 186+502 1 I (59.91 18 j+89 M' LLJ (30.75' ) I I CONNECTS TO I O NOTE. GI HC5, TYPE 2 GI HC7, TYPE 2 EXISTING 1. SEE SHEET SD-21. ( B STA 183+50 i B STA 185+00 Ld 1 I SYSTEM 1 (30.75 LT) a� (30,75' LT) / � ; — — — — — — 2. SEE SHEET SD-22. GI HC11 TYPE 2 b s� B STA 188+18 1 ' 9D SD (30.75' LT) CD O II- -P/TM- p-P/I/N_ _PITIry- al 77 ^^' �L t !1 I Cl) S tl1 S-�J---S 5 5 S--I--S S 5 * ---5 -V�-S 5 5 \1I\' 11� 5 -, 5 5--'�-S OD W r W W �' W w--y-�M� /i-� W EW W W W OD r r w w w \\ r MH C21 Q�I ABANDONED 3"WATER ; DUVALL AVE. NE I 2 BST 18�+90 Cl) UI 44+00 - -3 - as Do - 1 - - 186+00 -\ -_ ts7. 0 - (20.1 R ) - m r --- o �� MH HC21A TYPE 2 1 w W I_- r W l W� w w •� W' W w�w <1 B STA 186+50 Z Z iz-Di W w �_ IL— \� .r (20.31'w RT w W W �z•D.L SI � JI/ O I E LU i T T T Q T T I-T-T i T I T rQ _ I I GI HC12, TYPE 2 P P — — — — — — — - - - —` 1� _ B STA 188+18 1 / / EX SDMH38 2 GI HCS TYPE 4 1 I '�1 (30.75' RT) \ w I� B STA 184+54 B STA 185+00 1 Ld - - ---- (20.53' RT) (30.75' RT) GI HC6 TYPE 2 / I GI HC10, TYPE I I" I ( STA 18T) 1 I I I I l 1 B STA 186+50 II I I I (30.75' RT) I dOILFCAP (30.75' RT) PLAN lrG!7'1 SCALE: 1"=20'-0" AANI (-(w,ir s r.Je viV01 450 v 1 .. ... ... :.::: :: ' 450 :: :.::: ::. ... .. ":'. :: . ......... . ........ ......... ......... ......... ......... ......... ......... ......... . ......... ... .. ... ....... .. .. ........... ......... . ......... :::: ..Ny M...... ......... ......... ......... ......... ......... .,n. ......... ......... ......... ......... ......... ......... ... ::n: ... ....... .. .... ....... ....... oo. �...... ......... ......... ......... ......... ......... ....... ..Cro�.o. ......... ......... ......... ......... ......... ......... ...: ..�. .... _. �.� a:..... ............... .................. ......... ......... ........:.: :::::: ::::o cN.II.11.II.. ......... ......... :......... ..... ... . .. . 44 0 l . ..,4 ,:n :: ... 0:: �:�:�^. . .. E ISTRO : ...: ..:: ......... :�.. .... ................ ......... �... . .o. ......... EXIST:PO R: ao. :::::: ::::: ::::::: :{ ..... ......... . 440 ......... ......... ......:°:II: 11J >` ::EXISTING::GR OND::::: T ... .. ........ ....... . Q.n .�. .�...... Q. V.Z.77. ....... Q. �. ......... .::.....: :..:.:.. 30 _.�.. ......... . N:o�::.: ..... .N:Q .... ... -... .. .. ....... ...... ....... ....... ....... .. m.,�Of w w...... :::: ::::::::: ::::::::: ::::::::: ::: 3 m'—ow:LL!:�' :::::::FI ISH GRAD m"'�: ::.::.:. ....... .:::: �....... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ...... ......... ....... : ......... .... .. ......... .... .... ......... ......... ......... ......... ......... ......... .I....... ......... ......... 20 ...... ......... ...... . ......... ........: :.......: :: 0 ::::::... ......... ........ :::::::: :: .0:75% ..... ....... 420 0.759: :::::::.. ......... ......... ..... N 0.75V ......... ...... .. ......... ......... ......... ......... ......... .....150 L.F....... .... .... ........: ......: :: ...... ...... ......: :::: ......150 LF:: :::: ::::::: ::::::::: :::::: :::::12" GHEDULE A:' ::::: ::::::::: ::......: :. .... 410 .. ......... ......... ......... ......... ....... .... ......... ......... .. . ......... ......... .. ......... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... 410 .... ......... ......... ......... ......... ......... ......... ......... ......... .. .... ......... ......... ......... ......... ......... ......... ......... ......... .. ......... ........: SCHEDULE :A::::::: ......... ......... ..... ..... ...... ......... ......... ......... ......... .... ....... ... ... ..... .. ........ ......... ......... ......... ..:... 400 ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ....... ...... .... 400 .:::::::: :::::.... ......... ..::::::: ::::::::: ::::::::: ::::::::: ::::::::: ......... ::::::::: ::::::::: ::::::::: :::...... ......... ::.....:: :. ....... ......... .. ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ......... ......... ......... ......... ......... ......... ........ 184+00 185+00 186+00 187+00 1" 390 , 0 10 20 =10' 390 scale feet L Pg PROFILE .I 20 0 20 40 �� oT wAyy�t SCALE: H: 1"=20'-O" V: 1"=10'-o S —'I\ 1"=20' scale feet KEY PLAN Io vG rgN r.rcm o� vf"" `ti•. ""`Y`'. 33301 9TH AVENUE SOUTH °" A DUVALL AVE NE 2/24/04 FEDERAL WAY,WASHINGTON oes CITY OF ROADWAY IMPROVEMENTS BERGER/s16AM RENTON 98008 2600 r.rW A"" DnTUM "�P �LNA7, O E R R 1 R E E R 1 1 R`VOICE:(206p131-2300 �� Planning/Building/Public Works Dept. DRAINAGE PLAN AND PROFILE SD-5 #;r2:' FAX: (206)431-2250 NO. REVISION BY DATE APPR NAS �u nr rm xPiRES MMC"u,zaa6 King��� �Lp SHEET 2 54'i 3t GI HC15, TYPE 2 1 EXISTING MH Z c0 1 B STA 191+05 B STA 192+14 OFFSITE RUNOFF o (30.75' LT) (59.00' LT) 0 W 1 BI STA 192+14 2 �' oNOTE: LID 1 GI HC13, TYPE 2 -- - (30.75' LT) ______—_ C) ( \B STA 189+50 a �� - I (30.75' LT) I i •� ` -D--D-- - ! 1. SEE SHEET SD-21. I TX Xt x( x( X( _ — — — — — — — 2. SEE SHEET SD-22. - - - - - - CD < s s-$--s o s s s s s s s I s�^, s Q� --5 5 s ,- , N My w r r w w w w r w w w r w w w w w ABANDONED 3'WATER EX SDMH3A Q I 2 B STA 189+99 I1-- (2 U i 0.64' RT) _ DUVALL AVE. NE 188+00 189+00 190+00 191+0 192+00 -�- LkY - - - - �� - + MH HC23, TYPE 2 - - -- MH HC24, TYPE 2 A —I- 1 m MH HC22, TYPE 2 y I I z rL d�� 2 B STA 189+50 w C " " vas k5 Aveti/�} 2 B STA 191+05 w 2 B STA 192+14 I w w w .'.71V�r w (20.52' RT) r w w w (1 14' RT) t2 D.I. w w (19.40'wRT) r r _J I w _D—_D__ _p——p —p_—p— —D— —°_—0r —D——D— I J —0——D -D- D SW —°r—— � _p—_D— _p__p— —\ r r r T r T U 7 ��{ � f'Vf T —0 CgI E 4 � I Q Q -- — — • — ^/r/^ r v m— Tom \ � i — — — — - - - - - -F K� /a x CONNECT TO EXISTING ; ` GI HC16, TYPE�L' 3 GI HC14, TYPE 2 r �+�/� '1 ° K 1 B STA 189+50 YARD DRAIN i ' � � B STA 191+05 1 (30.75' RT) �_i f V (30.75' RT) J;" I EX CB18 I W 1 GI HC18, TYPE zti 1 N;U / 2 B STA 190+66 I Z! 1 B S A 192+14 y/ wIQ I I(16.34' RT) i I I (30.75' RT) n Z-a � u PLAN SCALE: 1"=20'-0" F�1 450 450 . . ... ... . . .... ......... . ... ::::::::: :: :::EXIS G GROU N ....... ....... .... ,FINISH; RkDE..': ......: ... .. :' ....::: :..... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ........ ......... ......... ......... ......... .. . . ......... ......... ......... ......... ......... ........: :........ ......... ......... .. .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..-.... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... .... . . . . 420 .... ......... ......... ......... .. . ........ .... ......... ........ .... ......... ......... ......... ......... ..... .... ......... ......... ......... .... ......... ......... . .... ... .. .. .. ....... ..... 410 ..::: ._.. ... ....... ....... 410 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::....... ......... ......... ......... .. ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. . ...... ......... ......... ......... ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::.::...: :. .. .. ....... .. ... ... ....... 188+00 189+00 190+00 191+00 192+00 10 0 10 20 1"=10' Y PROFILE Sale feet 20 0 20 ao L•1'H� 1"=20' oe rAsy,L� SCALE: H: 1"=20'-0" V: 1"=10'-O" scale feet KEY PLAN ak g N . 33301 9TH AVENUE SOUTH "'°w°'"p/'°" n - DUVALL AVE NE wr2/24/04 �y••.;;�. --DES CITY OF ROADWAY IMPROVEMENTS _ z�2iz �� FFDFRAL WAY,WASHINGTON -� RENTON '^C1 0 � . BERGER/ABAM 98003-2600 aw«k AMH DATUM 2NAy 4 f" E x w I x E E P E i x C.VOICE:(206)431-2300 NAS r.*r+..w+.c� Planning/Building/Public Works Dent. DRAINAGE PLAN AND PROFILE SD-6 FAX (206)431-2250 s� EXPIRES IAPIta1 G.20D6 King County N0. RMSION BY DATE APPR �, SHEET 3 �� 55 131 <- z OFFSITE RUNOFF OFFSITE RUNOFF U) GI HC20, TYPE 2 II STA 193+66 _—__J L___ 30.75' LT o (----- --------- -- ---`,----{ I I I OBE_ I GI MC1, TYPE 2 MH MCF2, TYPE 2 'D——D@ ——D— —D —D— —D —D — ——D— STA 196+00 3 B STA 197+14 1. SEE SHEET SD-21. N , (30.72' LT) _ _ _ (41.5' LT) 2. SEE SHEET SD-23. 3. SEE SHEET SD-24. oI - BAv - 4 Q 4. SEE SHEET SD-25. Ep Is : s s s__. - -s-- E __ ----s s s : s s s s s s s s s s s s ('7 l P —" ABANDONED WATER w w w W w w w w ABANDON WATER w w w 0) Q cI 193+00 194+00 195+00 w 196 00 wlF- t---- - --+-- - -- - - --+---o Y---+-- - - - - --+-DUVALL E. NE1s oo-- U) Ed�-1 EXISTING CB �23 m Lll B STA 193+41 Z (21.00' RT) w t w J) w w w w w w w w w w w w w w w (> s s s s s s —s U LLJ LLI _ _ � ® _ _ _ _ _ _ _ one_ _ \� s GI HC19, TYPE 2 1 N 2 GI MC2, TYPE 2 B STA 193+41 `w� / B STA 196+00 CB MCF1, TYPE 1 }� (3D.75' RT) (30.75' RT) 14 B STA 194+77 I U •� (48.22' RT) rA \ I OFFSITE RUNOFF ® " I i a B BSMA 196+92 I l \ i 1 4` x (49.36' RT) PLAN SCALE: 1"=20'—O" H� m� 450 450 ........ ......... ......... ......... ......... ......... ......... ......... :..:...:: ::....... ... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ..::.:. ... .. .... ..... .. ......... .. .. ::: ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ... ....... .. ..... ....... ... .. ...: :.:....:: ....... ....... j$H ROUN .. ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .....:: :::: ::::::: ........ .. bb ....... ......... ......... ......... ......... ......... ......... ......... ......... ........ 430 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... -- _ -_. ......... :. - -- ------ --- --. ----- T._� _-------- .. ......... ......... ......... ..... :::. . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::::... ::::::::: ......... ::::..... ........ 420 ......... ......... ......... ......... :::: 20 . ..... a;00Y: ....... ....... ..... .... EXI NG GR ND:::::.: .... . . LF:..... ......... ......... ......... ...... ....... .. .. ....... ........ ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ....... ...... ....... ....... ....... ... 410 ......... ......... ......... ......... ......... ......... ......... ......... ......... .... 10 N u1L� ......... ......... ......... :. ...... .. ..... .. SCHEDUL E :4 ' ...... ......... ......... ......... ......... ......... ......... ......... ......... .... . ::.: ........ ......... .......:. ST 8" W TER. ........ ....... ....... ... .. .. ....... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... .......:: :.......: :......:: ........: :. ....E CS 400 ...... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... T 8 'S ... ... ..... .. ..... ....... ...... . ...... . 390 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..::::::: ::"::::: :::.. 193+00 194+00 195+00 196+00 197+00 390 10 0 10 20 1"=10' Y PROFILE sc❑le feet o nAyU t SCALE: H: 1"=20'—O" V: 1"=10'—O" 1"-20' 20 0 20 40 scole feet KEY PLAN g :.. o� 33301 9TH AVENUE SOUTH �`��+�'9..� � CITY OF �rz2 2a Oa j 21212 tl . FEDERAL WAY,WASHINGTON °p� ROADWAY IMPROVEMENTS / / `,CSCHAL�Yar YFj{�!��,yj BERGER/ABAM 98003-2600 °,,MH RENTON _ E N!1 N E E n E I N c.VOICE:(206)431-2300 �--� UAIUM 206 31-22W NAS Planning/Building/Public works Dept. DRAINAGE PLAN AND PROFILE S5-7 FAX' ExPIAES NJ4:cH t5,2DD6 t(jng C011nty ( NO. REVISION BY DATE APPR —';LP SHEET w 56'ist __,v_._...n..�_.z amc_.,,.¢u.e..ca_— ev.,___.n.1 omar.,ave.v_n,ol n,ml.�.l�cmo,�. e✓_., CONNECTS TO p EXISTING SYSTEM Z MH MCFS, TYPE 2 2 OFFSITE RUNOFF 0 2 B STA 199 _60 MH MCF6, TYPE 2 (42.50' LT) STA 200+09 (42.50' LT) L0 ` I GI MC7 TYPE 2 GI MC9, TYPE 2 I I ONOTE: I / GI MC3, TYPE 2 GI MC6, TYPE 2 STA 200+32 B STA 201+47 STA 197+50 B STA 199+33 30.75' LT (30.75' LT) I (30.75' LT) ���I11 2. SEE SHEET SD-24. — - - - - - - - -I- - - - - - - _ l.Ci \ _ _ _ _ _ \1 CITY OF RENTON "F- KING COUNTY J� �t 3. SEE SHEET SD-25, SD SD SD / D _ SD SD SD s ,�—s s s •s—�s s s � SD SD I � fh Wiro 3 + Z.Z + ti NABANDONED WATER IQ U) 198+00 I— 199+0o VALL AVE. NE I +00 201+00 N m W J "D.I. w�----w w w w w l--w w ' r w w—�g—w w w—p w w w w w a Y w r w i J =I — II! U —P/f — _per— — P/I - rr — --0/r/,�- - --P - --P/f/IY— — —v/r/!Y- -- - - /�/IM_ —� — /I/N �/w—w� ,i(31 {GI MC4, TYPE'- 11 'Gae-B STA 197+50 / B 9 ®(30.75' RT) ,( GI TA TYPE�-200 (30.75' RT) 32OFFSITE RUNOFF 3 CB MCF7, TYPE ,2E 1 B STA 201+12 GI MC10, TYPE?3 PLAN (45.25' RT) f S '� B STA 201+47 1 (48.00' RT) c (30.75' RT) E--� SCALE: t"=20'-0" ry,F jdi9 �u�il�s IF 450 450 o.... .... .... ......... ... ..... ......... ......... ......... .... ...... .. .. .... .... .... CV�:::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::.:::: �:0::::: :::::.:: ::::::: u}Q. :: .::: -. .... ...0 .. ......... ......... ......... ......... ......... ....... ... ...... ...... ....... ....... .... .. .. ......... ......... .. N_.. ..M..-. ....�::::: .. .... ::X) ..�: C.4 ......... ......... ::::::::: ::::::::: ::::::::: ::::::::: ' [V:CV..... .:::::::: .::::: ::::::: .yry:: n.T N Ol .. ::: ....... ...... h OW ' .... .. 440 .... .. .I .... ......... ::... 40 ...... ......... ......... ......... .. �. .... ....... a, .� . ........: :....... o . ,�.. . ......... ......... .. .... .: .. .. .... ......... ........ ....... ......... ......... .. n..... ......... ..... ... ... ....: - . . ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: f6.. If w.z..... ......... .....:... ......... .:Q^ II: lii z::::: v7:lj v)lil :N ;:::: FINISH:GR DE...::: �in� .::::: in ' ... .. ..... ::::� o.. . ... — :41�!:::. .. .......E 5.... Gil UN6...:: :::::::.. ......... — r1— 1a ul.:..: :. x9i fi?lii:...: :......- ::: ::..': = M lei w c2 w. Iz :...: :.....:.: m: IX: __ ... .::C9 a.__ , .. ... .... .... ......... ......... ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..... ... .... ......... ......... ......... ::::::... ......... ......... ......... ..... ... ......... .-....... ......... ......... ......... ......... ......... .... ----- --- -----.... .. .... ..-.. ....... .. ::::::. - - -- n -.. -- -- ------ -._ d -.--- ---- -- —.—.—. -- — ._. .. ...... .... — — ........: :.. 420 .... p :: ... . 420 ......... ....... :.. .... ...:...1 LF::::: ::::::::: ......... .....::: ::::::: ::::::::: ::::::::: ::::::::: ::::::::: :... :. ::::::: :::9 N :::: 410 .::: ::.::::12' SCIiEbll E:A:::::: :::::.... ::::::::: ....... ::......: ::::::::: ::::::::: ::::::::: ::::::::: :: :: :::1:8" SCHEDUL :A...:::: ........ 10 .... ... ..... ......... ......... ......... ......... .....:183 �F::::::: ......... ......... ......... ......... ......... .::" $F3: LF':..::: 115: F:.::::.: 4 ....EXI T:PQV9ER ::::::::: ::::::::: ::::::::: ::::::1.2" SCHEDULE A::::::: ::::::::: ::::::::: ::::::::: ::::::1:2„ SCHEDULE :q::::::: ::::12" CHEDULE A:::::::: :: ::: : . ... ... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ..... .. 400 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ::::..: .... .. 00 ..... ......... ......... ......... ......... ......... ......... ......... ......... .. ... .. ... . :..::...: :. 390 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ..I...... :: 390 10 0 10 20 198+00 199+00 200+00 201+00 1"=10, Y PROFILE scale 0 20 feet v�M1 o T� SCALE: H: 1"=20'—O" V: 1"=10'-0" 1"=20' scale feet KEY PLAN g _ ' ? 33301 9TH AVENUE SOUTH xb aS%w, +'""" " A CITY OF DUVALL AVE NE z/za/oa (• ,,' i FFDFRAI WAY,WASHINGTON DES , ROADWAY IMPROVEMENTS _ s BERGER/ABAM 98003-2600 AMH RENTON Igxgy � E x a x e e x e x c.VOICE:(206)431-2300 om� I .,,,,,� � FAX: (206}431-2250 Ntis Planning/Building/Public works Dept. DRAINAGE PLAN AND PROFILE SD-8 EIfPIAES NJRCH K.2006 King County NO. REVISION BY DATE APPR ib.a '�"""�'"a` SHEET 5 57 6131 o' CONNECTS TO I QI 0, 3 EXISTING SYSTEM o W, GI MC14 TYPE 2 \ 2 CB MCF9, TYPE 2 cu K DI MCF10 TYPE 2 B STA 203+81 GI MC18, TYPE 2 NOTE: Lr)o B STA 202+59 "— " B STA 203+04 2 (30.75' LT) B STA 206+11 \ O (45.33' LT) En (73.17' LT) _ CB MCF13, TYPE 2 (31.75' LT) \ 1. SEE SHEET SD-23. 1 GI MCtt, TYPE 2 �\ B STA 203+81 2 B S A 202+42 et DI MCF11 TYPE 2 2 (30.75' LT) CB MCF16, TYPE 2 \ 2. SEE SHEET SD-26. 1 B STA 203+07 2 (30.75' LT) B STA 205+93 (45.46' LT) �L oIl, (46.09' LT) / , ' 3. SEE SHEET SD-25. aycc R r �_,� Q1 �� GI MCl6, TYPE 2 Sr. rr — - *_- FFSITE RUNOFF Q c, STA 204+67 c9 \! ale (30.75' LT) N 1 f -- -SD SO C0 202+00 GI MC13 TYPE 2 \ Co B STA 203+41 p6+oo \Z —�_��_ AVE SEo (30.75' LT) CB MC17, TYPE 1 W _ 0 203+00 B STA 205+13 Z ---F GI MC15, TYPE 2 --- " J��" "_ �- B STA 204+22 (31.75' LT) (30.75' LT) 205+00 1 1 GI MC12, TYPE 2 B STA 202+42 I I (30.75' RT) _ o OFFSITE RUNOFF CB MCF15 TYPE 2 3 CB MCF12, TYPE 2I '\ B STA 205+88 3 B STA 203+14 3 CB MCF14, TYPE 2 (49.97' RT) (� (45.66' RT)03 I B STA 204+34 (47.83' RT) PLAN SCALE: 1"=20'-0" W 450 450 ........................................................................................................................................................................................................................................... ................................ ............................M N.:................................................................�N.........dN....:1.0.0a.0. � ........ rv..:p:O ............. W:. ..Tt:.:.:.:.:.:.:.:.:.n ............. :::::::::: M �".:fMA. .:...:....::....:....:::::::::::::: + � :::: . a + ao .......... , o ...9 N4 � ....................................... ... . 440440 Q .. .J�. .... ...... ...... .,��. .. ...... "N d ....................� ..lM�^....... .. ..i.Y�...... M....... ..........�.. ... /1........................... ./1 :::::: . t/i w .............�.Q "th....... - ........ to Z.......::.� n :cil.z:.......... a:,n z.........:::::: d I{"n,::::::.............................� N:...r.......�M.. N: ...........�1 1��............. 'n Il' ::::��"n II ..... n.1 II ti - W W....... .......................- -W W .....- -W'4•P ..... - -W W.......... - .E�. - rh- 4r..................................... .' M- 430 ....................Cxm a �.......:::: ca:m: �:�:. .......c9:m: Of: :i?oa..Iz �: �: :� :::::::::::c2:m: cr: :J ..................................... .m: rz: :::::. ........... 430 ........................................... ................... .......................................... ...................... ................................................ ........................ .......................................... ....... ......................... ...................... EXIS.IN G:GROUND:::::::: ...... ................................................ ........................ .................. .......................................... ...................... ................................................ ........................ ......................................... ..... ................... .......................................... ...................... ................................................ ........................ ............... ................... .......................................... ...................... ................................................ ........................ ........................................................... . ........ ...................... ................................................ ........................ 420 -- -................. ....... .. _... .... . 0:40%:: 1:.00a :: ..... ..................... ..................... .... ............................ . .. 777� t.0 9 .. .. . 2.oD%... 410 .................................................................. ................... ..................... ....................................................................................................................................... .......................................... .............. ::::::::::::::.::95:LF:::::::::::::::: g.25:L F.:::::::::::::::::::::::::::::40:1F :::::: : .:40 1F.:::::::::::::...40: q::::::]8" SCFIED I E:A::::::::::::::::::::::18.:SCHEDULE:A::::::::18":SCH DULE:A::::::18" S EDULb:A::::::::18 SCHEDUL.:A:::::::::: 18":S HEDULE:":::: 18" cHEDULE: 4:.:::::::::::::::: J .............18.:SCHED IIC� .................................U-:A:....................................................................................................UE:A:......................................................................................... ..................................................................................... ............................................................................................................................................. 400 ............................................................................................................ 390 ........................................................................................................................................................................................................................................... 390 ........................................................................................................................................................................................................................................... 10 0 10 20 202+00 203+00 204+00 205+00 206+00 1"=10' r PROFILE scale feet 0 20 0 20 4 y.PF(7 SCALE: H: 1"=20'-0" V: 1"=10'-0" 1"=20' scale feet KEY PLAN `: "° ." CITY OF DUVALL AVE NE 2/2a/oa 33301 9TH AVENUE SOUTH � A ,.� DES ROADWAY IMPROVEMENTS FEDERAL WAY,WASHINGTON -� P ENTON ^� 1 BERGERIABAM 98003-2600 AMH �� DATUM 'w 0"° �QdAL� 0 E N N 1 N E E R.E i x t.VOICE:(206y431-2300 aws Planning/Building/Public Worts Dept. DRAINAGE PLAN AND PROFILE S7D-9 t' ' r SHEET 6 "a' sfi°`i3i E%PIKES Ar1WlCH 15,7DD6 j{jng('g7yEEly �,3..ti'%"fix• FAX: (206)<131-2250 NO. REVISION BY DATE APPR �� 0 0 Cl)I oNOTE: 0 / CB MC19 TYPE 2 1 1. SEE SHEET SD-25, SD-26. / B STA 207+07 / (31.75' LT) CB MC23 TYPE 2 1 2. SEE SHEET SD-26. CB MCF17, TYPE CB MC21, TYPE 2 B STA 207+ 2 2 39 B STA 209+01 B STA 210+82 (46.18' LT) (31.75' LT) (28.5' LT) � CB MC22, TYPE 2 p B STA 209+84 — \ CB MC20, TYPE 2 (31.75' LT) ry/ \ B STA 208+04 — — — — o A,: �/ (31.75' LT) + C v/ \ W err 1Z __ J �— OFFSITE — /� RUNOFF -� -- _-----------------�- �r �r so 1 CB MCF18. TYPE 2 8 STA 207+35 (46.34' RT) CONNECT TO — EXISTING OUTFALL CB MCF19 TYPE 2 2 B STA 208+23 PLAN (48.44' RT) EXISTING SCALE: 1"=20'-O" CULVERT 450 450 .......................................................................................................................................................................................................................................... ............. .. .............. .................... .... ........ ...... .......................................................................................................................................................................................................................................... 440 ....................... ..m ... ....M.....::::::'::::::::::'::::... .... ........:...........:..................:....:................:. ..M .......... ...... .. ....................... ..�.Iq . ..... ...... N N. .:::: .:.: .: ..d,. ... . .. .91:::: ...... ... ..� .................... N p .....................................a...00.0 0.00.......................................... ..�..�:::........................ .m............................................................... .................... :: 00, ....................................... !b p.O.....................................:.�.. ...; iA:: ::.•. .. ... .. .. .. ..... . ... ..p.. .................... pp.,d. ......................................0::O,d.:d:::::::::::::::::::::::::::::::::::::.:0.. tO.tD d.....:::::::::::::::::::::::n.. m: ::::::::..:::::::::: :::::::::::::::::::::::::::.:::N:: .................... :�N:': ::::::::::::::::::::::::::::::::::::.:.00 H N. .......:............. r.Q...... •}.. .................... ..........................................................+.. ... . 430 .................. ._, .11.11....................................:O �. .II.II.....................::::::::::::::::::rn.. o: 11:::::::::......:::::::::::::0.' Eo:::�I:::...........................................................-. rn...il: 430 �.._. .. ......... ...�....................................�.xl.. �.II.. N. �.II E*I r�II. ..................U. .Y) II.N 3................................:::�V Q LO 11 N.a.....................................N...•. •. .... :::::...................::::.......:::......::::......::::fV:.:-� H-: w ::................................. d .................... ... ............................................ ':.':.:::::::::::'::":.'::::'::::::::::::: :t-:. 11.9..::......_._... : n II .0..:. ... .. ... .. .. ...... � g:E:I ial: ::::::::::::::::::::::: M W LJ....... .................................................... .... K N15H :GRA E...............Eb �.........EXISTIN.G. ROUND: ....u>. :.:. ."`0�:.•., -- ..................V. E.——.................................... f11 ——....... ...... .................m..: �.L,1 W...................... m...M Ls1.........................................................JD...N .............. ... -...................................................... ..............................�.m . �._-....................... �.m �..._..........................................................�.m . �..._ 4 420 ....................... ............................................................ ................................... ............................. ...... ..................................................................... ...... 20 ...... :... ::: :: ::: ..... ..... - N ... r: .. ..... ...... -�: 410 ...................... ^-L _ .:.........::::. ... ,_-:.........:..:::..:.... �:�::..... : 410 ... .:.:.::.:..:.:.:.:.:.:.:.::.:..::.:.:..:. ... ............................ .... ....................................... ........ ::::::............ .:.: .............. . ...... . . . a.sa.18 SCHEULE:A:::::::::::::::::::::18' SCHEDU ER '::::::::::: ' ...... .. . :... ................ : : .... 400 :: ::.... . .......................... .:.:.:.:.:.:.:..::.�:..:...,:..:...,:...�...:.'......:..:...:....:...:.... ..................... —400 ................................................................................. ............. .91 LF:::::::::::::::::::::::::::::::..::::.:::::: .. ....... . 2.509_..................... tg SCHEDUL.:q :::::::::::::::::..91:t' :.... : ::::: .:::::— .......................................... .........................................................................................................................................18":SCHEDU A::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::: ................................................................................... :: ::::: :::::: ":::: :::: .: :..... ... ..390 ... .... 390 :: .... .... ..... ........ . 207+00 208+00 209+00 210+00 142.25 LF 211+00 1"=10' 10 0 10 20 r Y PROFILE 18" SCHEDULE A 71.25 LF 20 ale 0 20 feet 0 L•PHI SCALE: H: 1"=20'-O" V: 1"=10'-O" 18" SCHEDULE A 1"=20' �'� oe* LL� scale feet KEY PLAN 33301 9TH AVENUE SOUTH @ CITY OF-- "�' °" n �- DUVALL AVE NE 2/24/04 ,P�lsz ,�.,°�►,,,, `�, r � RENTON FEDERAL.WAY,WASHINGTON DES �� ROADWAY IMPROVEMENTS ^� BERGERIA&W 98003-2600 AMHWAL DATUM ENIINEER^x i x c.VOICE:(206)431-2300 NAs ..�,.. 1 Planning/Building/Public Works Dept. DRAINAGE PLAN AND PROFILE SD-10 : C%PIPES MPRCH S FAX (206)431 2250 ,2Dbd 1(jng(]p (�r "'�;�.i`�''� N0. RFVI SION BY DATE APPR 6LP SHEET 7� 59 131 r 0 Cf)I 0 co 0 am OF RENTON KING COUNTY 1 — tt/,�� co .} -� Xzu N EO �U CB MC27 TYPE 2 J B STA 215+32 Q — CB MC25, TYPE 2 (27.5' RT) / B STA 213+02 CB MC26, TYPE 2 i (27.5' RT) B STA 213+96 PLAN i CB MC24, TYPE 2 B STA 211+64 i' (27.25' RT) M� .. )-i-1 ! : ....N .:::.......................................n.................... .................. N................................................................. w................................................................. ....�...........................................�.................... ... ...... ...... .... .... ...... ..N........... ...... ....... ..n.:.................... ........ ........ .... .... ...... .... .... + P'J....... .: ORJ<M::... ........................................ ........ a5................................................. .F.... ............................................................... ............. T/1 ........... .. .�O.M. .........�F� 410 .......... N..M. N N M:II H:::::.:::.::::::::':.::::::':::::'::::::::::::::::::::::: :lD M:II:F:::::::::::::::::::.::::::::::::::^N..I7:IIj :::: ::::::::::::::. ..........:N:......111- ...... 410 :N .4 N.._. ....N' ...........0¢`n.l4 Z=:::::.::::::::::::::::::::::::::::::::::.::::::: Q .14 ::.::::::::::::: :::::::::::::::: ::::::::: :':ID �I:Z: ::::::::::::::::::::::::::::::....0 Q(r1.If 2�:::::::::::::::::::: ::::::: F- .........................................................�r ,... 0............................................................�. .N ..-.0................................ ..�.�N..-0.................... h^ ....:::::::::::::::::::::::::::::::::::::::::::::::::::::::::: to ':•':•::....:::::::::::::::::::::::::::::::::::::::::::::::::::::... ::•::•:::::::::::::::::::::::::::::::::: ':•:::::::::::::::::::: ...........m..N_t,iw m.. -ww .... m.. .4-I....... m..N-WW....... O ........... ::::::::::::::::::::::::::::::::::::�m..�=:-:::::::::::::::::::::::::.::::::::::::.::::::::::::::::.: ::v: �:�.�.......::::::..:::::::::::::::::::v an o 400' ...................... ....................................................................... 400 ...... ................EXIS_NG:GROU.D::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::: ::::::::::........... :::: :...................................................................... ......................................................................................................... ....................................................................... ........................ ....................................................................... -- ....................................................................... ............................. 390— ........ ......... ......... ......... ......... ...... 390 .. .. - _ _ ..... ip .... .. ...... -._._._. 2.'75% ' ....... .. ....... ..... ....... .. ........ ......... :138;25:L ::::::::: ........ ... ......... ... 380 :::: ::::::::. 71.25:L:F. ::::::::: ......... .1.8..SCH DULE.-A.. ......... ......... 80 ....... ......... ... ..... ......... ......... 2 3 1.8"'.SCIiE ULE.A..'.. .......'.'.'.'.'....-75%:: ......... ...... . ... ...... ......... . .I-0-- L� -- 138:5fI. E.'.'.'.'. .'..'..'.'.'.'.'..'.. .. ... :18'::SC EDULE:A: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::' 2:25%;: :. LLI.IiID77 370 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ 70 3 ... SB.75:L U ..... ........ ......... ......... ......... ..... ....... ......... ....::::: ::1:8,,:SC EDULE:A: ....... .... ......... ......... ......... ......... ......... ......... ......... ......... . ....... ......... ......... ......... ......... ......... ......... ......... ......... 360 360 212+00 213+00 214+00 215+00 123.50 LF 24" SCHEDULE A-/ 350 350 10 0 10 20 1"=10' PROFILE scale feet y L•p SCALE: H: 1"=20'-O" V: 1'=10'-O" 2F 0 20 40 scale feet KEY PLAN 2/24/04 33301 9TH AVENUE SOUTH "' © CITY OF DUVALL AVE NE _ FEDERAL WAY,WASHINGTON —DES IMPROVEMENTS Es ROADWAY BERGER/ABAM 96003-2600 "AMH DATUM RENTON rQ•!A].v E X 1 1 X E E R . Y I I X CVOICE:(206)431-2300 i+ns a of lrrc Planning/Building/Public works Dept. DRAINAGE PLAN AND PROFILE FAX: (206)431-2250 EXPIRES MMCH 15,206 j(jpg cp�ry z'�a"� ND. REVISION BY DATE APPR GL, SHEET 8 �' 60 6131 cti I END PROJECT LIMITS p / B STA 220+01 Cf)I > = END CONSTRUCTION LIMITS c0 OFFSITE FLOWS B STA 218+50 O —°irn"— —•im-- rim— �, q — � Lu FOG LINE / ' I C AL CR EK OARKWA Y 219+00 � +— p 00 --� 220+00 c / 11 C X , ° KIN D J Eli, 1 �- _•- � ,, 1'� I �¢ \ x + 1 POND B18 POND B1A CB MC29, TYPE 2 B STA 217+53 BIRDCAGE / I (27.25' RT) OUTFALL TO C[�, I ' PLAN BE DETERMINED CB MC28, TYPE 2 \ i I OUTFALL TO FFORAPON , DIETILS SEE ~ B STA 216+76 \ POND B1 SEE SHEET SD-15 (27.25' RT) I SHEET SD-15 M w Ln 400 .... ......... ......... ......... .....to� ........ ......... ......... ........ 400 ..... tl M.... ......... ........ ,n O ... co ......... ......... ......... .. 390 .... ..... .......N. ......... ......... ......... 1.4 .... ......... ......... ......... ......... ......... ........ ....... 390 .N .:::::::: ::::::::: ::::::::: :M.N:II:. ......... ......... ......... ......... ......... ......... ......... ::::::: :::::: ::::::: ::::::: :: .... ......... ......... ......... ......... �.� ......... ......... ......... ......... ......... .. ...... .. .... ......... ......... .,—.... ......... ......... ......... ......... ....... ......... ......... ......... ......... . 380 ..... ..... .. ..... --_ _ ...... ......... ......... ......... ......... ......... ......... ........ ......... ........ 380 ......... ......... ......... ......... ......... ......... ....... ......... ......... .. .. ... ... ... ...... .. ......... ......... ......... ......... ..... ... .... . - �`. _.. .. ....... ......... ... . 370 .... ......... ......... ......... ......... ....... -._._. 370 _.. ...... ... .. ....... ....... ..... ... ....... ........ ......... ......... ......... ......... ......... ......... ......... ........ -- . 1 3.50 LF: :::::::: _. .:::::::: ::::::... XISTING GROUND::: :::::::: N �Trrm ::SCHEO LE:A:. .... u1t® ......... .......:: :........ ......:.. ......... _ 360 .... ......... ......... ......... - 360 ........ ......... ......... 73 LE: ......... ......... __ ......... ......... ......... ......... ......... ......... :. . ...: : 12::SC EDULE::A ::::::::: ......... ......... ......... ......... ......... ......... :....... .. ....... ..... ..... ....... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. 350 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... ... 350 ....... 340 340 10 0 10 20 216+00 217+00 218+00 219+00 220+00 1"=10' r PROFILE scale feet Y'.PRE SCALE: H: 1"=20'—O" V: 1"=10'—O" 1 —20 20 0 20 40 oQ W ldo " scale feet KEY PLAN v °' erg n " 33WI 9TH AVENUE SOUTH � A DUVALL AVE NE z/za/oa ' CITY OF FEDERAL WAY,wASHINGTONDES ROADWAY IMPROVEMENTS (fell RENTON BERGER/ARAM 98003-2600 AMNQiAL DATUM E x e I N E E e e i x�.VOICE:(208ri31-2300 � Planning/Building/Public Works Dept. DRAINAGE PLAN AND PROFILE SD-12 EXPIRES MARCH 15,206 King CoUi�ty FAX' (206)431-2250 NO. REVISION BY DATE APPR GLP SHEET 9 61 131 �/l/l////� I I NOTES: 1. ALL CONCRETE POST BASES SHALL BE 10" MINIMUM DIAMETER. C91 N I � Iv ICI z 2. ALL POSTS SHALL BE SPACED AT 10' MAXIMUM I o I > ! I INTERVALS UNLESS OTHERWISE DIRECTED BY THE' I � I ; Q I I 3. TOP OR BOTTOM TENSION WIRES SHALL BE PLACED i I SAND FILTER VAULT — I 3 1/2" WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE. 43x2Ox8 DETENTION VAULT QUALITY WATER I 4. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT 150x2Ox8 QUA HARDWARE DESIGN OR POST SELECTION OF ANY 100% DETENTION a— — — — — — — — — — — — F -3` PARTICULAR FENCE TYPE. 1 1 4" 1 5/8" - - jid Id 3 i I Y I �, _ FABRIC LOOPS ' I — �—"—" 00 01 N p � s I .. ...................:...::..::: '::..... . ._....... ........ I M SD 0 ` I FABRIC LOOPS Y N' Lj 0 A I END. CORNER AND PULL POST RAIL AND BRACE FENCE LINE RADIUS LINE POST FLOW RESTRICTOR l I I 3 DETAIL — CHAIN LINK FENCE 0flt4l' SCALE: N.T.S. �`� LINE POST v I / 5 P /� I t BRACE POST BRACE POST f• I } //tj� END. GATE OR CORNER POST TWISTED AND BARBED SELVAGE PULL POST BRACE POST j BRACE RAIL x CHAIN LINK TENSION WIRE E RAIL BRACE RAIL a m O FABRIC BAND STRETCHER VAULT D 1 [TENSION WARE c' BAR H SCALE: 1"=20' PROVIDE REMOVEABLE I TWISTED AND BARBED PANELS OVER THE EXISTING �/ U t�\ � tt N SELVAGE ENTIRE SAND AREA GROUND V` � �___ �,� 5\ c 3 DETAIL — CHAIN LINK FENCE o x.sr xv,1'�7n9 b F 6 �1� — SCALE: N.T.S. Q ° DETENTION OPTIONAL TOP HINGE 14' OR 20'(180- SWING STRETCHER � 1 _ BAR p _ W DESIGN WSa� CHAIN LINK FABRIC aiVLJ � FABRIC> TRUSS w w I REMOVEABLE ' lv � k yv BAND Q S i BAFFLE1 AVG. +p 1 SEDIMENT BOTTOM SLOPE BOTTOM HINGE x 1 Y 2" ROUND SECTION ` ` STORAGE i (180' SWING) a x 'e 3' — TYPES 1 & 3 PRE—SETTLING CELL INLET (RECOMMENDED) v� 2" ROUND SECTION 12" ROUND SECTIO d. 2' — TYPES 4 & 6 BOTTOM SLOPE70.5-2.0% 0.5-2.0% TOWARD NOTES: TOWARD INLET BOTTOM SLOPE 0.5-2.0% 1. FENCE FABRIC SHALL BE SECURED TO GATE TOWARD OUTLET FRAMES WITH KNUCKLED SELVAGE ALONG TOP EDGE FOR TYPES 4 & 6 CHAIN LINK FENCE INSTALLATIONS. 2 DETAIL — VAULT D1 DETAIL — CHAIN LINK GATE 2. MINIMUM POST LENGTH: SCALE: N.T.S. SCALE: N.T.S. TYPES 1 & 3 8'— 8" L•PK! TYPES 4 & 6 5'— 6" "" 33901 sTH AVENUE SOUTH CITY OF DUVALL AVE NE—DES ROADWAY IMPROVEMENTS 2/24/04 �fasT�° FEDERAL WAY,WASHINGTON HR RENTON 60 _ BERGER/ABAM so3-2600 AMH as w� oATurn E R a I R E ERE i R o.VOICE:(206)431-23U0 -- Planning/Building/Public works Dept. DRAINAGE DETAILS S6-1 4 5, •""'•' ?::�,. FAX: (206)431-2250 NAS EffiO MMCH 15 2DD6 '»; E%'IVY NO. REVISION BY DATE APPR SHEET 1 King County aP �� 63 6131 e/, ,\ � EXISTING ROW -a i • FOG LINE lllrl co ��- 01 218+00 - _ 219+oo POND B1-B (WQ) B 1.50 - TOP EL = 346.0 0+00 Pi / —r� TLE I x a / KING,O„N7Y, I / / I EMERGENCY OVERFLOW �/ I I I / / I I RELOCATED DRIVEWAY VERTICAL WALLS I / I I ' I A I I \ BIRD CAGE / I OUTFALL TO BE DETERMINED B 1 / 5' WIDE BERM f -•- -. _ .� TOP EL = 343.00 [� POND 61-A (DET) I BOP EL = 3 . 5 \ TOP EL = 35353.25 I � 0 I POND B1-B ( \ BOT EL = 335.00 TOP EL = 346.00 PONDS POND B1A DE 99,108 CU-Ff POND B 1 A 4,411 CU-FT #6NV� POND B1 B MU) 17,037 CU-FT- Zaka�tp w..om yy w+,, 33301 9TH AVENUE SOUTH "�"�"' A CITY OF DUVALL AVE NE z/za/oa i! , FEDERAL WAY,WASHINGTON DES ROADWAY IMPROVEMENTS BERGER/ABAM 98003-2600 RENTON 4VA1• '<4 E It a I N E E P t 1 x c VOICE:(206)431-230D �- � DATUM Planning/Building/Public Works De t SD-15 FAX: (206y431-2250 NASP DRAINAGE DETAILS EXPIRES MARCH 15,2DIM King� �, NO. REVISION BY DATE APPR SHEET 2 64 131 co EXISTING GROUND cn Ld CD c:) TOP OF WALL +353.25, TYP PARK 2 TYP ....... .... ACCESS ROAD DETENTION 352.0 5 '0 CLJ— LO VWQ +344.0 x -- —- --———— ——————————---------- -----———---—- co < 0 2 TYP 1.25' 0.65' WQ STORAGE I E OUT 1 SEDIMENT +342.0 STORAGE 33.25 LF 12" DIA rA`\ SECTION DETENTION POND & WQ POND 0.50% SLOPE SD—1-9 SCALE: NITS PROPOSED SIDEWALK EXISTING GROUND FINISHED GROUND 1.4 .......... DETENTION +352.0 a 2 TYP L———————————— \-1.25' 0.65' WQ DETAIL STORAGE FOR DETAIL ON FLOW CONTROL STRUCTURE, SEE(� SD-17 SECTION DETENTION POND C) S SCALE: NTS 11.0 PARK ACCESS ROAD LL VWQ +344.D OD < UQ VARIES 2 TYP ff) CELL #2 #1 1' SEDIMENT MAX DEPTH CELL VARIES STORAGE 2.50 FT GRAVEL BERMY (:E) SECTION WATER QUALITY POND R—� SCALE: NITS 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE 2/24/04 -DES ROADWAY IMPROVEMENTS FEDERAL WAY,WASHINGTON A :7 !,R RENTON gERGERIABAM 98003-2600 AMH E N 4 1 N E E Rl VOICE:(206)431-2300 NAS Planning/Building/Public Works Dept. DRAINAGE DETAILS SD-161 FAX: (206)431-2250 NO. REVISION BY DATE APPR 31 7EPIRES MARCH Is 7MA SHEET 3 LP 65 r` CIRCUMFERENTIAL 0 LENGTH=4—0 U7 �I o. z_ 0 A POND s W.S. ELEV DESIGN 352.00 FRAME/GRATE FOR CONTROLLED POND OVERFLOW. PROVIDE VERTICAL BARS IN FRAME ® 4"OC PLAN-FLOW CONTROL STRUCTURE r2--� DETAIL-FRAME/GRATE SCALE: SCALE: FLOW CONTROL STRUCTURE NOTES: (t' ?, 1. REFER TO WSDOT STD PLAN B-3 AND ASSOCIATED PLAN NOTE 1 FOR VERTICAL PIPE SUPPORT(S). CONTROL STRUCTURE 2. REFER TO WSDOT STD PLAN B-3 AND ASSOCIATED PLAN OVERFLOW INLET FRAME AND SOLID NOTES 4, 7, 8, AND 9 FOR SHEAR GATE. SEE NOTE 10 6'-0" 3. REFER TO WSDOT STD PLAN B-3 AND ASSOCIATED PLAN PIPE SUPPORT NOTE 7 FOR LIFT HANDLE. SEE NOTE 1 4. REFER TO WSDOT STD PLAN B-3 AND ASSOCIATED PLAN EMERGENCY OVERFLOW WS io ORIFICE ELBOW NOTE 1, 2, 3 AND 5 FOR VERTICAL EL = 353.75 DESIGN WS SEE NOTE 5, TYP RESTRICTOR/SEPARATOR PIPE. 3 3 EL 352.00 5. REFER TO ORIFICE ELBOW DETAILS SHOWN ON WSDOT STD �1 1� RESTRICTOR PLATE WITH 1.75" ORIFICE PLAN B-3. OVERFLOW WS CUT ROUND AND SMOOTH EL = 353.25 6. PIPE SIZES AND SLOPES PER PLANS. \/ 1'-0" THICK RIP R RESTRICTOR PLATE WITH 1.00" ORIFICE 7. OUTLET CAPACITY: 100 YEAR, 24 HR STORM EVENT. DESIGN WQ WS — \"Z / BEGINNING N I SL4D CUT ROUND AND SMOOTH EL = 352.25 FACE OF POND SLO 8. METAL PARTS: CORROSION RESISTANT. GALVANIZED PARTS RESTRICTOR PLATE TO HAVE ASPHALT TREATMENT 1 PER WSDOT STD SPEC. 1~1 WITH 0.50" ORIFICE FILTER FABRIC BELOW STANDARD GALV CUT ROUND AND SMOOTH 9• METAL OUTLET PIPE CONNECTS TO REINFORCED CONCRETE RIP RAP, TYP STEEL PIPE. OUTLET PIPE TO HAVE SMOOTH OD EQUAL TO LADDER/STEPS LIFT HANDLE CONCRETE PIPE ID LESS 1/4". SHEAR GATE, SEE NOTE 3 10. FRAME AND LID PER WSDOT STD PLAN B-25. �3� EMERGENCY OVERFLOW SPILLWAY POND 131 (DIET) - E. i�. -� 8"0 MIN 1,00' - SCALE: N.T.S SEE NOTE 2 MIN IE=342.00 \ OUTLET PIPE �TO WATER QUALITY POND SEE NOTE 9 O e 1 z 18"0 RESTRICTOR/SEPARATOR 12" RCP iv �e PIPE SEE NOTE 4 SEE PLAN FO o RESTRICTOR PLATE WITH 1.00" ORIFICE PIPE IE of CUT ROUND AND 6'-0" 1'-0' SMOOTH PARK ACCESS MIN - ROAD 48"0 WSDOT o j$a CATCH EL=346.25 Wo�_�0, a�°2S"°25a BASNTYPE IIMODIFIED EMERGENCY OVERFLOW WS AS SHOWN 1p EL = 345.50 BASE COURSE 10 1 OVERFLOW WS \ \� SECTION-FLOW GRAVEL ACCESS ROAD CONTROL STRUCTURE POND B1 � 1 DESIGN WQ WS p SCALE: i iry/t�(�' EL = 344.00 EMERGENCY OVERFLOW SPILLWAY POND B1 (WQ) SCALE: N.T.S � L•*Xt� DUVALL AVE NE �ti�ov 'labi,�lA 33301 9TH AVENUE SOUTH oes - ROADWAY IMPROVEMENTS° �-�- CITY OF z�2a�oa z°z�z �.►..\ e"' FEDERAL WAY,WASHINGTON UNTON �� � AffR R/ABAM 98003-2600 AMH QJAI DATUM Pla—n ing/Building/Public Works Dept. DRAINAGE DETAILS SD.e —17VOICE 206H31230 NA5 E XPIRES A4 04>s,2a06 H-...; FAX: (206kt31-2250 NO. REVISION BY DATE APPR SHEET 4 King� h ctiP ww. 66 6131 NOTES NOTES: 1. AS AN ACCEPTABLE ALTERNATE TO REBAR, WIRE MESH CATCH BASIN FRAME AND 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER VANED GRATE OR MANHOLE W FOOT MAY BE USED. WIRE MESH SHALL NOT BE PLACED IN RING AND COVER 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO �I KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT BE HANDHOLD FACILITATE CLEANING. GREATER THAN 20". KNOCKOUTS a o a 3. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR FRAME AND VANED GRATE 2. SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" e 01) RECTANGULAR ADJUSTMENT CAST INTO ADJUSTMENT SECTION. MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE FC SECTION OR CIRCULAR KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER ADJUSTMENT SECTION 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR FLAT SLAB TOP 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE D 30., IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. a a KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE z IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE PIPE INVERT SHALL o z WITH STD. SPEC. 9-04.3. 48", 54", 60", 5 S� 3. BE 5'. FRAME AND GRATE MAY BE INSTALLED WITH I 72", 84" OR 96" CATCH BASIN DIMENSIONS FLANGE DOWN OR CAST INTO n MORTAR (TYP.) MINIMUM BASE REINFORCING STEEL 0 CATCH WALL BASE MAXIMUM DISTANCE 2 6" OR 12" in ft IN EACH DIRECTION 4. ADJUSTMENT SECTION. THE PRECAST BASE SECTION MAY � BASIN THICKNESS HICKNESS KNOCKOUT BETWEEN HAVE A ROUNDED FLOOR AND THE WALLS STEPS OR_< DIAMETER SIZE INTEGRAL SEPARATE LADDER KNOCKOUTS 5. MAY BE SLOPED AT A RATE OF 1:24 OR STEEPER. 48" 4" 6" 36" 8" 0.15 0.23 ONE #3 BAR HOOP FOR 6" OPENING SHALL BE MEASURED AT THE TOP OF THE 54" 4.5" 8" 42" 8" 0.19 0.19 TWO #3 BAR HOOPS FOR 12" PRECAST BASE SECTION. } 60" 5" 8" 48" 8" 0.25 0.25 RECTANGULAR ADJUSTMENT SECTION 6. OPENING SHALL BE MEASURED AT THE TOP OF THE ~ 72" 6" 8" 60 12" 0,24 0.35 PRECAST BASE SECTION. 84" 8" 12" 72" 12" 0.29 0.39 6 �F 2 1" MIN Tx REINFORCING STEEL 96" 8" 12" 84" 12" 0.29 039 FPIPE ALLOWANCES MORTAR FILqLET = 2.5" MAX t2„ PIPE MATERIAL MAXIMUM NS DE -� PIPE ALLOWANCES DIAMETER �� PIPE MATERIAL W MAX INSIDE DIAMETER CATCH SOLID PROFILE REINFORCED OR 12" BASIN CONCRETE ALL CPSSP WALL WALL d PLAIN CONCRETE SEPARATE BASE INTEGRAL BASE METAL #3 BAR EACH CAST IN PLACE PRECAST WITH RISER DIA 1 PVC 2 PVC a CORNER 18" MIN z ALL METAL PIPE 15' 48" 24" 30" 24" 27" 30" CPSSP + 12" GRAVEL BACKFILL FOR "0" RING 54" 30" 36 30" 27" 36" (STD. SPEC. 9-05.20) PIPE ZONE BEDDING a SOLID WALL PVC 15" 60" 36" 42" 36" 36" 48" #3 BAR HOOP (STD. SPEC. 9-05.12(1)) 72" 42" 54" 42" 36" 48'. PROFILE WALL PVC 15" �tO 84" 54" 60" 54" 36" 48" SEPARATE BASE 96" 60" 72" 60" 36" 48" (STD. SPEC. 9-05.12(2)) PRECAST *CORRUGATED POLYETHYLENE D CORRUGATED POLYETHYLENE STORM SEWER PIPE (Std. Spec. 9-05.20) PRECAST BASE SECTION STORM SEWER PIPE 2 CATCH BASIN - TYPE 2 (Std. Spec. 9-05.12(1)) 3 Std. Spec. 9-05.12 2)) SCALE: NTS CATCH BASIN - TYPE q I 3/4" DIA. SMOOTH BARS 15' TYP (SEE NOTE 1) m - SCALE: NTS EQUALLY SPACED (4" O.C. MAX) NOTES: HOOK CLAMPS (4) PLACES EVENLY SPACED 12" MIN 1, DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. L.B. L A SEE DETAIL BELOW r/+, FOR DIFFERENT DIA L.B.'S ADJUST DIMENSIONS TO V1 MAINTAIN 45'ANGLE ON "VERTICAL" BARS AND 7" O.C. MAX. SPACING OF BARS AROUND LOWER STEEL AND. �� C o i-4 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS PROVIDE MAINT. ACCESS BY WELDINGC) / P7GALVANIZED. PLAN (4) CROSS BARS TO (4) VERTICAL B10,G \ 0) AS SHOWN. HINGE UPPER ENDS WITH N 3. THIS DEBRIS BARRIER IS ALSO ECOMMENDED FOR USE SCALE: N.T.S. FLANGES/BOLT AND PROVIDE LOCKING ON THE INLET TO ROADWAY ROSS-CULVERTS WITH HIGH MECHANISM (WITH PADLOCK) ON LOWER POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 LOWER STEEL BAND 3/4" END. LOCATE LADDER STEPS DIRECTLY STEP STREAMS). THICK X 4" WIDE FORMED BELOW 45' TO FIT IN GROOVE OF 3/4" THICK X 4" WIDE LONG SMOOTH BARS 34" C.B. RISER < WELDED TO UPPER AND LOWER BANDS (24 / BARS EVENLY SPACED SEE NOTE 1.) 0D SMOOTH UPPER STEEL BAND / - - VERTICAL X 4" WIDE BARS -{ �24" SEE NOTE 1 6" HOOK CLAMP C.B RISER TYPE 2 CB ANCHORED TO C.B. RISER GALV. STEPS ONE #3 BAR HOOP m STD. NOTE: DETAIL - HOOK CLAMP 4" � 12 AS AN ACCEPTABLE ALTERNATE SCALE: N.T.S. 5" TO REBAR, WIRE HAVING TYPICAL ORIENTATION A MINIMUM AREA OF 0.12 FOR ACCESS AND STEPS CIRCULAR ADJUSTMENT SECTION PREFABRICATED LADDER SQUARE INCHES PER FOOT MAY SECTION A-A BE USED FOR ADJUSTMENT 3 DETAILS - MISC MANHOLES CATCH BASIN SECTIONS. 4 DETAIL - OVERFLOW STRUCTURE SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS cs�< 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE 2/24/D+ FEDERAL WAY,WASHINGTON -DES ROADWAY IMPROVEMENTS p$,E RENTON BERGER/ABAM 96003-2600 AMH DATUM IENpL ,,i� EN 6 I x E E x E i x c.VOICE:(206)<137-2300 Planning/Building/Public Works Dept. DRAINAGE DETAILS SD-1 8 .Qa< EXPIRES MORCH 75,TDD6 King CouxEty FAX: (206)431-2250 NO REVISION BY DATE APPR GL "`'°""a' SHEET 5 67 131 a) 4" Unit 1 14" NOTES Q MIN Units J and K MIN Unit H � as required � 4' MIN #3 Units J and K 1. ANGLES SHALL BE SET SO THAT EACH BEARING BAR OR �I 4" as required MIN 4" 4" REFABRICATED GRATE SHALL HAVE FULL BEARING ON O N� //3///����\� MIN 6 #3 MIN #3 MIN EVEN WITH THEHGRATESHED SURFACE OF CONCRETE SHALL BE 26 �, �I�vll �26' ��J /�� ��� 2. TOP OF INLET GRATE SHALL BE PLACED AT GROUND 1 I "I 0 #3 /�/ \�\ i Q N� /// � LEVEL TO PRESENT AN UNOBSTRUCTED DITCH OR MEDIAN 5 #3 / N 5 #3 // 2„ �� �g �� SECTION. iv \ \ �� (" 26 �11 � Imo`--�1 3. ALL EXPOSED CONCRETE EDGES SHALL BE FINISHED WITH a _� '� w #3 o #3 #3 A %%129" RADIUS EDGER TOOL. 5„ 3 3 \I 5• 2„ c° 5" #3 5" MIN # MIN 4. PIPES MAY ENTER THROUGH THE KNOCKOUTS ON ANY o MIN 54' MIN 37" SIDE AT ANY REASONABLE ANGLE, PROVIDED THE OUTSIDE 4" 4" 4" 4" Pickup 6 #3 1 #3 # Q #3 � OF THE PIPE CAN BE CONTAINED BETWEEN TWO OPPOSITE N MIN N MIS MIN #3 MIN hole N WALLS. r 3 'I SYt _ _ a 5. THE FLOW LINE OF THE OUTLET PIPE SHALL BE 18" MIN r N� � �� MINIMUM ABOVE THE INSIDE BOTTOM OF THE INLET �— N3 v 3 # I L Three spaces) STRUCTURE. ITa \ Four spaces at at approximatel N 1 q3 4 #3 N 6. THE GRADE LINE OF THE TOP INSIDE OF ANY INLET PIPE 2" a roximatel 127�t" 2" 2" 2" 514" SHALL ENTER AT A POINT NO LOWER THAN THE GRADE 1 J MIN MIN 5' I 26„ 5Y" LINE OF THE TOP INSIDE OF THE OUTLET PIPE. I Three spaces I " 5 MIN MIN 2" I I Four spaces at I`I 2" at approximately MIN 54 MIN " 7. UNIT H AND OPTIONAL EXTENSION UNITS J AND K SHALL approximately 12 " 2" " 2" SIDE END BE GROUTED IN PLACE TO THE SATISFACTION OF THE •• �� " ENGINEER. MIN 54•, MIN 5�4" 6" 514" SECTIONS MIN MIN (0"e Plece 9°ee) B. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE BASIN HAS BEEN PLACED. SIDE END SECTIONS (Two Piece Base) , DETAIL - GRATE INLET TYPE 2 — SCALE: N.T.S. A 24" MIN A A 10 3 1/2"xt/2"x22 1/4"E Ditch T / DITCH LINE B STEEL PLATE, TYP B M B--cj PLAN — SCALE: 1/2"=V-0" DIKE INSTALLATION FOR PREFERRED SLOPE SCALE: N.T.S. (SEE CONTRACTRO FOR BACKSLOPE DETAILS 42" NOMINAL NOTES: 2" O MIN—' N I . ANGLES SHALL BE SET SO THAT EACH BEARING BAR ON THE GRATE SHALL HAVE 2 FULL SEATING ON BOTH ENDS. THE FINISHED TOP OF CONCRETE SHALL BE EVEN WITH TOE GRATE SURFACE. 34 1/4" 34'aIp 2. TOP OF-INLET SHALL BE PLACED AT GROUND LEVEL TO PRESENT AN UNOBSTRUCTED n°`kpol DITCH OR MEDIAN SECTION. 6 3. BEVEL OR ROUND EXPOSED CONCRETE EDGES 2" MIN 4. PIPES MAY ENTER THROUGH THE KNOCKOUTS AT ANY REASONABLE ANGLE PROVIDED MIN 6 MIN THE OUTSIDE OF THE PIPE CAN BE CONTAINED WITHIN THE KNOCKOUT PROVIDED. 5. THE GRADE LINE OF THE LOWEST INLET PIPE SHALL ENTER THE STRUCTURE AT 39" AN ELEVATION EQUAL TO OR HIGHER THAN THE GRADE LINE OF THE OUTLET 3 1/2"xt/2"x22 1/4" PIPE. STEEL PLATE, TYP 6. PRECAST INLET SHALL BE MARKED WITH MANUFACTURER'S IDENTIFICATION SECTION A—A SECTION B-B INSIDE THE STRUCTURE IN SOME READILY ACCESSIBLE LOCATION. SCALE: N.T.S SCALE: N.T.S 7. INSIDE WALL TAPER FOR FORM REMOVAL SHALL NOT RESULT IN ANY WALL SECTION THINNER THAN 6" EXCEPT IN PIPE KNOCKOUT AREAS, 7 4%3"x!/2"xl " STEEL 8, AMOUNT, TYPE AND GRADE OF REINFORCING STEEL IS THE RESPONSIBILITY OF (TYP) 1/4" PLATEK WELD THE MANUFACTURER, THE MANUFACTURER IS RESPONSIBLE FOR THE STRUCTURE 1/4" 12" 1/4•, 4"x3"x1/2"x35 1/4" TO AN UNTIL FINAL ACCEPTANCE IN PLACE WITH ALL REQUIRED KNOCKOUTS REMOVED. LLL STEEL ANGLE 1/2"x1/4" 18 —� 1"—+lam STEEL ANGLE OR 36" 1 ,/2"-.I� 1/2" DIA x 4" STUD 3 DETAIL - DROP INLET GRATES 2 PLAN ELEVATION END VIEW 2 DETAIL - DROP INLET TYPE 1 — SCALE: 1"-1'-O" SCALE: N o* tl� SCALE: N.T.S SCALE: N.T.S — SCALE: AS NOTED x� DUVALL AVE NE v�< rgu 33301 9TH AVENUE SOUTH —DES A ' CITY OF ROADWAY IMPROVEMENTS �2/24/04 FEDERAL WAY,WASHINGTON d RENTON BERGER/ABAM 98003-2600 °., AMH DATUM Igypy 6F' r, r W e W E I n$ i W c.VOICE:(206)431-2300 NAS � MM Planning/Building/Public Works Dept. DRAINAGE DETAILS S6-19 •.�°'•"""'f FAX: (206)431-2250 « � EXPIRES MARCH 15,7— ,tag� �, NO. REVISION BY DATE APPR GLP SHEET 6 68'131 29 1/4" _ N 8 LEVELING PADS c) 2" x 1 1/8" x 1/8" cf) L 0) 7771 o - 5/8" x - 11 NC, TYP, SEE NOTE 2--�, _ M� � in A \b B in 3 o N N N W 2 < Z � Y O Z 0 O ROTATED INSTALLATION SEE SLOT DETAIL & NOTE 2 3 P LA N_ SCALE: N.T.S. 2 PLAN_ SECTION PLAN SCALE: N.T.S. SCALE: N.T.S E SCALE: N.T.S. 46 3/4" 21" 24 1/4" 7 EQUAL SPACES -� _DIRECTION OF FLOW p /� 1 5/8'. MAX \ 5/8" - 11 NC, TYP ~� (SEE NOTE 2)� A SECTION SECTION �-/ SCALE: N.T.S. - SCALE: N.T.S. / O 4 PLAN E SECT10 SCALE: N.T.S. SCALE: N.T.S, ^ 42 1/4" Fl 2 1/4" - N RECESSED ALLEN 7/8" N HEAD CAP SCREW 1/8 (SEE NOTE 2) � � 3/4"� WE] Ij) 1 1 4" -�'f- l 1/2" f•=-� SOLID OVER N D SECTION - SCALE: N.T.S. GRATE OR \\\ I l I NOTES Q \ ;Dl/ � 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20"x24" GRATES OR COVERS AS SHOWN ON \ STANDARD PLANS B-2, B-2B, B-2C AND B-2D. FRAME 2. WHEN BOLT DOWN GRATES OR COVERS ARE SPECIFIED IN THE CONTRACT, PROVIDE TWO \\ \ HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. TAP H LOCATION OF O LE O BOLT OWN HOLES V N D CAP SCREW. VARIES AMONG DIFFERENT 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. BOLT DOWN DETAIL 5 DETAIL SLOT DETAIL SCALE: N.T.S. of lhlsy "GO 33301 9TH AVENUE SOUTH �,,,m: "w CITY OF DUVALL AVE NE 2/ 4/04 DESK ROADWAY IMPROVEMENTS 23212 -` FEDERAL WAY,WASHINGTON -� RENTON _ BERGER/ABAM 98003-2600 "M" t E N R 1 N E E`R E I N c-VOICE:(206)431-2300 —NAS Planning/Building/Public Works Deft. DRAINAGE DETAILS SD-ZO E%PIPES MORCH 8,IDDd King� � uh.t£x$n' FAX: (206)131-2250 NO. REVISION BY DATE APPR ` SHEET 69 131 N 450 450 ......... ......... ......... ......... ......... ......... ......... ........ ......... ......... ......... ......... ......... O ... ......... ......... ......... ......... ......... ......... O d...... ......... ......... .. 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•M8 'alp scale feet "'z ? 33301 9TH AVENUE SOUTH "°" "' CITY OF DUVALL AVE NE 2/24/04 .: .: O :. % ��-`'' FEDERAL WAY,WASHINGTON , DES -� RENTON ROADWAY IMPROVEMENTS °°°°" ffli ER/4B4M 96003-2600 .H!aunt E M e I N E E A.1 VOICE:(206)431-2300 ,E,�AS DATUM Planning/Building/Public Works Dept. DRAINAGE LATERALS SD-26 k r'' A FAX: (206)131-2250 E%PiAES MPRCH 15,ZaUs Kjng County N0. REVISION BY DATE APPR SHEET 6 75 6731 \ \ \\ ;SEC. 3 T. 23 N . R. 5E. W. M. co _ vvvvvv``\ \ \ I I II \\ \ \ \\\\ I \ tom"\\ I J, c c0`'U\i \� �\ \\cn \ `1 LEGEND: Ki N GRAVEL `\\\ CONCRETE \ \\\\ \ \\\0 'DUV\ \\\\ \\ \�\\ \`\ \\\ \` \ \\\ \ \ ieoa t7s \ \\ \ \ YJ\Q49'30."\E\ t\o\ co HMA HMABEGIN PROJECT M�1 BEGIN CONSTRUCTION B STA 179+00 \\\ �\\\\ \\\\ \\\\ \\\��\\\\���\\\ \\;\��\\\\ \\\\ \\\\�\\\\\�\\\\\ \\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ 10 + 1 NOTES: PROPOSED ( O O 1 ROW, TYP I 1. FOR HMA DEPTH SEE ROADWAY p O O ( I ���� � ��� I SECTIONS SHEET C-3 THRU C-6. Ill III�� I 1 I PLAN d SCALE: 1"=20'-0" N C 10 0 10 20 scale feet ��L•Pfj� "=20' 20 0 20 40 scale feet KEY PLAN C7 a cP o� a� 33301 9TH AVENUE SOUTH "" "�"' e CITY OF DUVALL AVE NE 2/24/0a i 11'. t DES ROADWAY IMPROVEMENTS nxxmc �•y�LxEtY � �► ` FEDERAL WAY,WASHINGTON 7K RENTON BERGER/ABAM 96003-2600 AMH � DAruM IOpr�,1t2�' ` ENGINEERS i NC.VOICE:(206)431-2300 � '�Hns �., � �• Plonning/Building/Public Works Dept. PAVING PLAN P-1 FAX: (206)431-2250 EXPIRES MPRtH S,2DD3 Ring County NO. REVISION BY DATE APPR - SHEET 1 r 64 I N CD LO SECS 3 T. 23 N. R. 5E. W.M. \\\ \\\\\ Z 00 ILL— — —L — - - - — J " o \\ \ \ \ \ F °"1: 1 \ \ \ \\ \\ \ \ \ \ \ \ \\ \\\ \\ \\ \ \ \ \ \ \\ \ o o \\ \\ ` \ \ \ \\ `\\\ `\\ \ `\\ \ ` \\ \ ` \\\ `\\ \ \\ ` \ \ \ \ \ \ \\ \ ` \\ \\\ \ \ `\\ \ ` \\ \ ` \ \\ ` \\\ \ \ ` \ \\ \\\ 03 + I \ \\ \ \\ ` \\\ \� `\\\\ \ \\\ � \ \\ \ \ \ \ \ \\��\ \ \� �\ \\ \\\ \ \ \ �\ \\\\ \ \�\\\\ \ \\\\\ \ \ \ \\ \ \ \\\ \ \ \\\ \\ \ \ �\ \ \ \ � \\\ �\\ \ \ �\\\\ \ ti LEGEND: Cf)01) 00 GRAVEL 5+00L\y�C6_+�� W W \ \`\\\ \\\\ \ \\\\ \ \ \I\\ \\\ \ \ \\\ \\ \ ' \\ \ \ \\\\\ \ \\\\\ \ \ ` \\ \ \\\\ \ \\ \\ \\ \ \\ \\\ \ \\ \\\ \\\ \\\ \ \ \\\\ \ \\\\ \ \ \\\ I \\\\\ `\ \ \\ `\\\\ \\\ ` \ \I \ \ \ \ \ \\ \\ \ \ \ \ \ \\ \ \ \\ \ \ \\ \ \\ HMA =F \\ \ \ \\\�\\\ \ \�\�\\•\�: \\ \ \\\\ \`\\ \ \\\\ \\\\\\ \ \ \\\ \\ \\\\ \\ \\ \ \ \\\ \ \ \ \ \ \ \\ \ \ \\ \ \\ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I HMA 25, PROPOSED I I 1 \ r \ \ ROW, TYP I z I i l NOTES: F--� 1. FOR HMA DEPTH SEE ROADWAY I I i I I SECTIONS SHEET C-3 THRU C-6. PLAN �+ SCALE: 1"=20'-0" F•il O d N C 10 0 10 20 scale feet L p 20 0 20 40 v�R ltN 1 —20 scale feet KEY PLAN �+w"°1 `,�^�• 33301 9TH AVENUE SOUTH w DUVALL AVE NE z/za/oa n CITY OF — 23212 '• !` =• i FEDERAL WAY,WASHINGTON oEs ROADWAY IMPROVEMENTS �' ttFF BERGER/ABAM 98003-2600 ""°AMH ItENTON TONAL �.0. E X 0 I E E E 2 E I M C.VOICE: 208 31-2300 � DATUM SSSSSS ( )4 � Planning/Building/Public Works Dept. PAVING PLAN �P-2 FAX: (206)431-2250 ""' 85'731 EXPIRES MARCH 15,2006 K121g CpllTlty N0. REVISION BY DATE APPR NAS L1F"�1001�' SHEET 2 co 0 SEC. 3 T. 23 N . R. 5E. W. M . CO i L\\" 1 � LEGEND: GRAVEL CONCRETE Ld HIVIA \ \�\ \ \ \ +• PROPOSED ROW, TYP I I HMA — — — — — — — — — L — — — — — — — — -t — — — — — — — -- -- \\ \\ \\ \\ \ \ \ \ \ \ \ \\\ \ \\\ \ \\ \ \ \ \ \\ \ \ \\\\\ \\\\\ \\\\\ \ \ \\\ `\ \ \ O \ \ \\ �CID \\ \\ \ \\ \ \ \\ \ \ NOTES: ` �-\ \ ` < \� }� \ \ tO \�7,8 \\\ \ � \\ \ T\ \ �\ \\ Z \ \\ \ \\� �\ \\ 1�\ tt �m 1. FOR HMA DEPTH SEE ROADWAY SECTIONS SHEET C-3 THRU C-6. E...i LLJ \\ � O Ld I \ Z CL J +T j N PLAN SCALE: 1"=20'-0" ` 10 0 10 20 scale feet scale feet KEY PLAN 33301 9TH AVENUE SOUTH NOA " "°per"' % CITY OF DUVALL AVE NE z/za/oa FEDERAL WAY,WASHINGTON DES "" ROADWAY IMPROVEMENTS •y 292 E * .;.; -� RENTON BERGER/ABAM 98003-2600 °" nMH r¢anl E x 1 1 x E E R 1 1 x e.VOICE: 206 31-2300 DATUM Z "ss ( )4 Planning/Building/Public Works Dept. PAVING PLAN wP—J E%PIRES MPRCH 75,2Da6 King��h, FAX: (206)r131-2250 NO. REVISION BY DATE APPR �� SHEET 3 1. ' 88 137 SEC. 3 T. 23 N . R. 5E. W.M.CD Z CID I I 0 I ' - - - - - - - - - - - - - - - - - - - - - - - - - - -°- - - - - - - - - - - - LEGEND: \� \ \ \ \ \ \\ \ k\ \�\�•\�- c;1a—+ iL �\y9\+ o\ y_�\; cn GRAVEL LLI \ \\ \\\\ \\\\\ \\\ \\ \\\ \\ \\\ \ \ \ \\ \ \\ \\ \ \ \ \ \ \ \ \ \ C \ ;IZ O CONCRETE HMA g ` ` \ `\ \ \ \ \• \ \\ \ \ \ \ \ \\\ Q HMA E% PROPOSED \\ ' ROW, TYP NOTES: 1. FOR HMA DEPTH SEE ROADWAY o i SECTIONS SHEET C 3 THRU C 6. H 0 PLAN O SCALE: 1"=20'—O" d� N 10 0 10 20 !9 scale feet A L,p� 20 0 20 40 1"=20' scale feet KEY PLAN ` 33301 9TH AVENUE SOUTH �°�•• DUVALL AVE NE 2/24/04 6 CITY OF FEDERAL WAY,WASHINGTON DES RENTON ROADWAY IMPROVEMENTS BERGER/ABAM 98003-2600 °�°^°AM �GRAL�' .< E N 9 1 N E E R e 1 N e.VOICE:(206)431-2300 �� DATUM 5 Planning/Building/Public Works Dept. PAVING PLAN P-4 EZPIREs Ma ces u,ma6 King� h, FAX: (206)431-2250 NO. REVISION BY DATE APPR cEP "` • SHEET 4 87'131 0 ------------------- ---- SEC. 3 T. 23 N . R. 5E. W. M. co 100 1 \\ I \\\ \\\ \\ \ \ \ 1 LEGEND: ,\ ° CITY OF RENTON _ ' ® GRAVEL - - — — — — - - __ -- \\\�_ \\\\ — I KING COUNTY — — CONCRETE \\\\ � \ HMA o O0)++ HMA \ \ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\\ \ \ \ \ \ \\ \ \ \\\\ \ \\ \ \\\\ \ \ \ \ \\ O 'N\04553� ° E \ \ eDO* \ \\ � �C�F ��\�`12w+DQ - � W U�\\\\ \\\\ NOTES: F� rF 1. FOR HMA DEPTH SEE ROADWAY V — — — — — — — SECTIONS SHEET C-3 THRU C-6. E- - - - - - - - - - , + — — — — — — — \ �� �2 , h }t e I I \\ \\ I I PROPOSED F-1 ROW, TYP ; � , 1�\\\�\\�\\\ '}+•� 1 �\\\�-�\\\� I 0 PLAN SCALE: 1"=20'-O" N 10 0 10 20 scale feet 20 0 20 40 L* 1"=20' scale feet KEY PLAN ': 33301 9TH AVENUE SOUTH " "' A CITY OF DUVALL AVE NE 2/24/0a FEDERAL WAY,WASHINGTON o� Ra ROADWAY IMPROVEMENTS _ Y9ElY '; BERGER/ABAM s8003-2600 A.. .owQo DATUM RENTON TENpy E R!1 M E E R. 1 X C.VOICE: 206 31-2300 ( �4 ius Plonning/Building/Public Works Dept. PAVING PLAN P-5 EIIPIPES MARtN S.Zna6 Ring� �, FAX: (206}431-2250 N0. REVISION BY DATE APPR �� SHEET 5 �' 88-131 0 co SEC. 3 T. 23 N . R. 5E. W. M. 0-1 DID I I i I \ O Z\\� 0104 , LEGEND: 1 R/25' ® GRAVEL z� --'—' ry OF RENT K/NG COUNTY CONCRETE \ UY p _ � � � '/ ny HMA CY - - - - - - - - \<Z� \ HMA m 21 � - • 5' ° o NOTES: � . 1. FOR HMA DEPTH SEE ROADWAY SECTIONS SHEET C-3 THRU C-6. VI I I I � I I I I N I � PLAN SCALE: 1"=20'—O" 10 0 10 20 r scale feet P 20 0 20 40 ��•�1•*Xtl� ° "8yt N 1 —20 scale feet KEY PLAN g °„, 2/24/04 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE"° i'°° n eaeie +!� FEDERAL WAY,WASHINGTON DES ROADWAY IMPROVEMENTS _ ' BERGER/ABAM 96003-2600 0 Vim"AMH RENTON RIVAL � E R.1 R E E R.E 1 R e.VOICE:(206)131-2300 i � { DATUM Planning/Building/Public Works Dept. PAVING PLAN uv.�wn-6 �!n,✓.+,�'. FAX: (206)431-2250 E%PMES NuVtCH 15,2DD6 gjng COilTity >s:„; sz' NO. REVISION BY DATE APPR CLP SHEET 6 89 i 31 SEC. 3 T. 23 N . R. 5E. W. M. O /o LEGEND: / 1 1 GRAVEL CONCRETE \ V 1 HMA HMA ro - - — — — — — � CD ' >x - UJI J � 53 = \ � C / \ 1 NOTES: 1. FOR HMA DEPTH SEE ROADWAY PLAN :PROPOSED SECTIONS SHEET C-3 THRU C-6M SCALE: i"=20'-0" ROW, TYP h+y V1 O 0 N 10 0 10 20 scale feet � 1PHI� 20 0 20 40 "`�c�LN scale feet KEY PLAN v ""w 33301 9TH AVENUE SOUTH "°'�°° n DUVALL AVE NE �2/24/04 FEDERAL WAY,WASHINGTON DES "°@°° CITY OF ROADWAY IMPROVEMENTS RENTON BERGER/ABAM 98003-2600 'AMH TA1, ' E x a i x e s n i x c. DATUM - � VOICE:(206)'131-23DO i�As �—r Planning/eullding/Public Works Dept. PAVING PLAN P-7 ExviaEs naxcH ,11as King��h FAX: (206)131-2250 NO. REVISION BY DATE APPR cEr � �' 90 131 SHEET 7 00 SEC. 3 T. 23 N . R. 5E. W. M . _CITY OF RENTON tl -`- KING COUNTY _ o LEGEND: GRAVEL O1 - - �� CONCRETE 26 HMA 1-3 Z Q S HMA CD J� C PROPOSED Q — ROW, TYP ° l NOTES: 1. FOR HMA DEPTH SEE' ROADWAY SECTIONS SHEET C-3 THRU C-6. / PLAN �--a SCALE: 1"=20'-0" m l/1 O N 10 0 10 20 r 1"=10' scale feet 20 0 20 40 �4't o** llp 1 —20 scale feet IT KEY PLAN DUVALL AVE NE 33301 9TH AVENUE SOUTH -DES n ► CITY OF ROADWAY IMPROVEMENTS 2/24/04 �N�arz FEDERAL WAY,WASHINGTON -� RENTON BERGER/ABAM 98003-2600 AMH DATUM s VOICE:(208)431-2300 nu�.wc Planning/Building/Public Works Dept. PAVING PLAN P-8 Tq.Ipy E N 0 1 N E E 0 0 1 N C. xuE xM FAX: (208)431-2250 Ntis EXPINES MPItcH 75,2GG6 gjng� �. N0. REVISION BY DATE APPR r SHEET 8 �' 91 131 SEC. 3 T. 23 N . R. 5E. W. M. CY)o I END PROJECT B STA 220+01 N� I/ > ND CON TRUCTION I (12.92' LT) o B STA 218+50 ,�?5 - - - - - — — — — — — — — — — �� - - - --add / ( foG LME I COAL CR EK PARI<WA Y 18+ --------+219+00 LEGEND: 220+00 ® GRAVEL CONCRETE �\ Y I/A XEIDUNTE. . I HMA HMA (P I i / I NOTES: 1. FOR HMA DEPTH SEE ROADWAY / I (INTERIM — PRIOR TO COMPLETION SECTIONS SHEET C-3 THRU C-6. OF CITY OF NEWCASTLE PROJECT)\ \ I PLAN SCALE: 1"=20'—O" V1 O N 10 0 10 20 scale feet L P 20 0 20 40 scale feet KEY PLAN $ ""'�'"°" AM CITY OF DUVALL AVE NE 2/24/04 33301 9TH AVENUE SOUTH ter@ °""seeie �►` FEDERAL WAY,WASHINGTON DES .0 ROADWAY IMPROVEMENTS _ BERGER/ABAM 98�3 2600 AMH RENTON rQPAL�' E He I N E E R. I x c.VOICE:(206)131-2300 ivAs � DATUM punning/Building/Public Works Dept. PAVING PLAN9P-9 " FAX: (206)431-2250 E%PIIES MNCCH-6,2DDe [(jng County .„�nri'=, NO. REVISION BY DATE APPR �� s"".cmlo.nr SHEET 9 � 92 131 I d CEMENT CONCRETE 4' - 0" MIN. 6' - 0" MIN. CO BID ITEM INCLUDES SIDEWALK RAMPS PEDESTRIAN CURB, RAMP - 6'-0" VARIES-14' MIN. SEE CONTRACT 6'-0" SEE D VARIES LANDING 2' 0" -14 0 TO 6" TOP OF TOP OF ROADWAY 2% ROADWAY LE CONCRETE 3/8" EXPANSION IAN CURB, CEMENT CONCRETE o (@ JOINT, TYP �4 CEMENT CONCRETE DEPRESSED CEMENT SIDEWALK DETECTABLE WARNING CEMENT RAMP CONCRETE CURB & PATTERN, SEE 2 DEPRESSED CEMENT CONCRETE GUTTER (SEE NOTE 3) CONCRETE CURB & SIDEWALK -14 GUTTER (SEE NOTE 3) o 0 4DEPRESSED G SECTION SECTION _ SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" RAMP WITH 12H:1V SLOPE, TYP g CEMENT CONCRETE DETECTABLE WARNING CURB & GUTTER PATTERN, TYP SEE NOTE 3 O PLAN — CEMENT CONCRETE DRIVEWAY sr. z I SCALE: 1/4"=1'-0" 3/8" EXPANSION ENTRANCE TYPE 1 JOINT, TYP SEE D -13 MIN. iq 6'-0" VARIES-14' MIN. 6'-0" RAMP (SEE CONTRACT) RAMP CEMENT CONCRETE \� PEDESTRIAN CURB, TYP �p 5 2 PLAN — SIDEWALK RAMP TYPE 1 A TYPE 1 — ISOMETRIC VIEW CEMENT CONCRETE 3/8" EXPANSION JOINT, TYP O SIDEWALK SEE D - SCALE: 3/4"=1'-0" SCALE: NTS -13 A SECTION SCALE: 1/4"=1'-0" NOTES: 1. WHEN THE DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT, SEE WITH 3/8" JOINT FILLER ALONG THE DRIVEWAY 13 CENTERLINE. 6'-0" DEPRESSED 2. CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CEMENT CONCRETE CENTERLINE AS REQUIRED AT 15' MAXIMUMGSACING 1/2" R, TYP CURB & GUTTER WHEN DRIVEWAY WIDTHS EXCEED 30'. SEE VARIES SEE NOTE 3 3. DEPRESSED CEM NT CONCRETE CURB AND GUTTER DRIVEWAY SHOWN, SEE 14 4. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION 3/8" EXPANSION JOINT, TYP BOXES OR OTHER OBSTRUCTIONS IN FRONT OF DRIVEWAY ENTRANCES. B SECTION SCALE: 1/4"=1'-0" P O��Rika a�N ;:::;:... _ a """"�°°' CITY OF DUVALL AVE NE 2/24/04 > ""'"`_ 33301 9TH AVENUE SOUTH n ,p 3BIE ; s"'� FEDERAL WAY,WASHINGTON oes ROADWAY IMPROVEMENTS gERG�ARAM 98003-2600 AMH `"■ RENTON i d• e x x I x¢�) x VOICE: 206 31-2300 =� DATUM ( )4 'gas Planning/Building/Public Works Dept. PAVING DETAILS P-1 1 EMPIRES-MARCH 15,2DD6 King Co�lty FAX: (206)431-2250 NO. REVISION BY DATE APPR GEP 9O1ELpO°a`' SHEET 1 9"` 94 131 N d RADIUS POINT OF L0 CURB RETURN 0) O Rq0 NOTES: 1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION SFF (qrC BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP ACCESS AREAS. co�TR cRa P lqJ 2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. CEMENT CONCRETE 3. DEPRESSED CEMENT CONCRETE CURB AND GUTTER PEDES IAN CURB, SHOWN, SEE B SEE 3/8" EXPANSION -14 4. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1V. JOINT, SEE D -13 6'-O" RAMP o a _I w V) N X LANDING Y DETECTABLE WARNING DISTANCE PATTERN, SEE FROM P.C. 2 -14 PLAN - SIDWALK RAMP TYPE 4A SCALE: 1/2"=1'-O" V1 RADIUS (AT CURB FACE) X Y p 0 20 FEET 6'-1 3/4" 2'-7 1/4" 3/8" EXPANSION JOINT, TYP 6'-0" 30 FEET 7'-11 3/4" 4'-8 1/4" RAMP CEMENT CONCRETE 2' - 0" 40 FEET 9'-5 1/4" 6'-5" SIDEWALK TOP OF a LANDING ROADWAY 50 FEET 10'-8 3/4" 7'-11 1/4" a; I 60 FEET 11'-10 1/4" 9'-3 1/2" DETECTABLE WARNING 70 FEET 12'-10 3/4" 10'-6 3/4" a ° PATTERN, SEE 2 DEPRESSED CEMENT -14 CONCRETE CURB & 80 FEET 13'-10 1/2" 11'-8 3/4" GUTTER (SEE NOTE 3) 90 FEET 14'-9 1/4" 12'-9 3/4" ISOMETRIC VIEW A SECTION 100 FEET 15-7 1/2" 13'-10 1/4"' SCALE: NTS - SCALE: 1/2"=1'-O" INTERMEDIATE RADII CAN BE INTERPOLATED � a� 333019TH AVENUE SOUTH �> p DUVALL AVE NE a 2/24/04 FEDERAL WAY,WASHINGTON DES CITY OF BERGER/gBAM saoa3zsa0 H FENTON ROADWAY IMPROVEMENTS E R a 1 N E E R It I R a.VOICE:(206)'131-2300 �—� DnTUM � ' r. NASPlanning/Building/Public Works Dept. PAVING DETAILS P— 2 ::r�'` FAX: (206�31-2250 ` 95�131 EXPIRES MAR[H 75.2DaG ICltlg���, N0. REVISION BY DATE APPR cLP SHEET 2 c� I rn 5 1/2" 1" GROOMED FINISH ^ MATCH TOP OF ROADWAY R--1/2- ROADWAY/O SLOPE 4" WIDE, SMOOTH N v \ TROWELED PERIMETER p p p c p 15'o 5_Or G r TOP OF ROADWAY _ \\,:. VARIES B SECTION — CEMENT CONCRETE CURB & GUTTER /ON CEMENT CONCRETE CURB - SCALE: 1 1/2"=1'-0" (CURB AND GUTTER SHOWN) 5 E \\� ---- NOT INCLUDED IN BID ITEM \ CONTRACTION JOINT IN SIDEWALK ONLY, SEE(a s�o F� Z --1/8" TO 1/4" EXPANSION JOINT IN BOTH CURB AND SIDEWALK, SEED C� 1 DETAIL — JOINT AND FINISH 3/8" To F '� P-1 SCALE: NTS G SECTION — CONTRACTION JOINT SCALE: 3"=1'—O" V 1 O VARIES (SEE CONTRACT) SIDEWALK MAY BE ADJACENT O TO A WALL (SEE DETAIL) SIDEWALK CURB NOT VARIES - 6' - 0" MIN. INCLUDED 3/8" SLOPE ROUNDING (SEE CONTRACT) WHEN SPECIFIED IN BID ITEM IN CONTRACT 1/2" R, TYP 2% 27 TOP OF ROADWAY PREMOLDED 3/8" TO JOINT FILLER 1/2" R. CEMENT CONCRETE 1/4" PREMOLDED SIDEWALK JOINT FILLER CEMENT CONCRETE D SECTION — EXPANSION JOINT CURB AND GUTTER SEE P-11 SCALE: 3"=1'-0" A SECTION — CEMENT CONCRETE SIDEWALK SCALE: 1/2"=1'-0" . �' o�rAyb tr.0 DUVALL AVE NE 2/24/04 JJ►►�� 33301 9TH AVENUE SOUTH r► CITY OF %�►` FEDERAL WAY,WASHINGTON oes RENTON ROADWAY IMPROVEMENTS _ �I zEs r.• 98003-2600 AMH I BERGER/ABAM �QJAL�' �'� E x a I x E E R^4 I x c.VOICE:(206)431-2300 —NAS ZTwc.� Planning/Building/Public works Dept. PAVING DETAILS �..P 3 F) ;:.��r" FAX: (206)'131-2250 N0. REVISION BY DATE APPR SHEET 3 E%PINES MARCH S,2DD6 King County CLP >.ra 96 131 r` I rn 0 2'-8" SLOPE GUTTER PAN FACE OF CURB DOWN TO FRAME 5 1/2" AND GRATE 6 1/2 VARIES FROM 6" TO 0, CEMENT CONCRETE MAINTAIN 1H:6V SLOPE 3/8" PREMOLDED A CURB AND GUTTER R=1/2" R=1" 5" LEVEL VARIES ON SIDE OF CURB JOINT FILLER - 1 R=1" MATCH TOP OF �_ D �g ROADWAY R=1/2" ROADWAY R=1/2" TOP OF SLOPE ROADWAY Eo � E e R=1/2„ o— °° R=5, N R=S, / o t4 � VARIES w~ c ° RECESS � ¢iv °°` n " ADJUSTMENT SECTION o 1/2 D R=5' R=5' (NOT INCLUDED FLUSH WITH GUTTER 1' - 6" 4'-8 1/4" 4'-8 1/4" IN BID ITEM) CATCH BASIN OR INLET PAN AT SIDEWALK (NOT INCLUDED RAMP ENTRANCE IN BID ITEM) GUTTER PAN CATCH BASIN FRAME AND GRATE (NOT INCLUDED IN BID ITEM) PLAN - CATCH BASIN GUTTER PAN A SECTION SECTION - CEMENT SCALE: 1/2"=1'-O" - SCALE: 1 1/2"=1'-0" CONCRETE CURB & GUTTER -1 SCALE: 1 1/2"=1'-0" AJ H MR'ASHALL BE YELLOW, IN COMPLIANCE R-1 1/2 1/2" R• 1" RCEMENT CONCRETEWITH STD. SPEC. 8-14.3(3) R=2 3 4" 6 SIDEWALK OR DETECTABLE WARNING PATTERN AREA R-4 / TRANSVERSE RIB ° ASPHALT CONCRETEPASSAGEWAYR=3 mA #3 REBAR TYP i ° °MIN. MAX. 2 3/4' r� r ? 4A 1 5/8" 2 3/8" - u' 1/4" PREMOLDED JOINT FILLEROB 5/8" 1 1/2" B CONCRETE JS SIDEWAACENT LK) CEMENT PLAN 00 C 7/16" 3/4" D 7/8" 1 7/16 �► C- r 11 1/4" (LAYOUT DISTANCE) 1 3/4" SECTION - CEMENT CONCRETE PEDESTRIAN CURB SCALE: 1 1/2"=1'-O" ••JI !I_ `ELEVATION DETAIL - TRUNCATED DOMES DETECTABLE WARNING PATTERN rc-`� SECTION - TYPE C CURB -1 SCALE: 1/2"=1'-0" - SCALE: 3"=1'-0" L.Pt oy 33301 9TH AVENUE SOUTH " M°""�"' A CITY OF DUVALL AVE NE 2/24/04 FEDERAL WAY,WASHINGTON of ROADWAY IMPROVEMENTS -2600 ` tt BERGER/46AM 98003 �,H P ENTON t. VOICE: 206 31-2300 M.lgypy 6�' E N 0 1 N E E A I N C. ` DATUM "R ll ( )4 � Planning/Building/Public Works Dept. PAVING DETAILS P-14 Kin Coun FAX: (206)431-2250 . E1:PNtES nnaccH 15,Z006 g ty N0. REVISION BY DATE APPR -GLP SHEET 4 97'131 LO I RADIUS POINT OF SIDEWALK RAMP 00 AND CURB RETURN O RAMP CENTERLINE \ NOTES: B 1 1. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER OBSTRUCTIONS IN FRONT OF RAMP \ 3/8" EXPANSION ACCESS AREAS. JOINT, TYP SEE 0 1 2. DETECTABLE WARNING PATTERNS MAY BE CREATED BY \ ANY METHOD THAT WILL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHOWN. THE CEMENT CONCRETE DETECTABLE WARNING PATTERN AREA SHALL BE PEDESTRIAN CURB, �`, 2, YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) TYP SEE i DETECTABLE WARNING D14 �� O1 ��PATTERN, SEE 2 °° 3. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H:1 V. .'.: �4 4 � q \ a 4 a , � SEE CONTRACT FOR CURB RETURN RADIUS m h�l PLAN - SIDWALK RAMP TYPE 2A ISOMETRIC VIEW r� SCALE: 1/2"=1'—O" SCALE: NTS V 1 O VARIES VARIES 6" 6'-0" MIN. 3'-0" TO "A" 2'-6" TO "C" TYPE 2A — TYPE 28 LANDING -10 2'-0" /+ VARIES 6'-0" TO "B" I VARIES 6'-0" TO "B" FLUSH TOP OF RAMP RAMP ROADWAY / 2%- 1 1 6" 6"1 DEPRESSED CEMENT CEMENT CONCRETE CEMENT CONCRETE CURB & 3/8" EXPANSION PEDESTRIAN CURB CONCRETE GUTTER, SEEgg JOINT, TYP LANDING SIDEWALK 14 DETECTABLE WARNING PATTERN, TYP A SECTION B SECTION SCALE: 1/2"=1'—O" — SCALE: L.CA P11� me x.Eyy �Go �y,,. " 33301 9TH AVENUE SOUTH o� CITY OF ROADWAY IMPROVEMENTS DUVALL AVE NE 2/zajoa 23212 t FEDERAL WAY,WASHINGTON -� RENTON BERGER/ABAM 98003-2600 AMH E N a 1 N E E N 1 N c.VOICE:(206)431-2300 NAS .*"nf li w�cw�c Plonning/Building/Public Works Dept. PAVING DETAILS P—q 1 5 ❑(FIRES AMRCH S.2DU6 FAX: (206k131-2250 NO. REVISION BY DATE APPR King County cEr MC0�6 SHEET 5 �' 98`r;31 p Z LEGEND VI I 1 I { EXISTING SIGN & POST C3 I I I 4 PROPOSED SIGN & POST PROPOSED SIGN INSTALLATION NOTE I SIGN RELOCATION NOTE B STA 1 0+15 139 X B ST 180+24 SIGN REMOVAL NOTE I' S LT " I 139.Q LT r--- `---' i I STOP BAR43.5' LT I B STA 180+14 \ RIGHT ARROW I B STA 180+23 p - LEFT ARROW I R1-1 I B STA 180+29 XXX 43.5' LT I' STOP xxx ; -U2ENTON 1-601 R� 5 — — SE 107TH PL xxx "Q 5 TECHNICAL XXX ?S 1 �ti \\ DUVALL AVE NE XXX I i -J �ti XXX XXX XXX XXX OLLEGE XXX M2-1 XXX SE 107TH ST I o — — — _ — R2-1 D11-1 W20-901 j XXX DEAD END N • �__ _ °:KIT G CO NTY� � • ° CT OF NTON — — — - _- -- - — — — - — — — — Q W I F— B STA 179+39 XXX o B STA 180+62 U) BEGIN STRIPING R7-9 BEGIN STRIPING m B STA 179+77 STA 18b+2d °o { IB STA 182+83 UJI Z B—LINE BIKE SYMBOL 43.5 LT `z DUVALL AVE. NE B STA 1s2+10 BEGIN STRIPING B STA 179+85 PIKE,SYM�QL .,.,. . . . . . . . . . .... . .i J 179 oo END TRIPING iao+oo o I tat+oo taz+Do 1a3+DO 0Vol () r r r r r r r r r r r r r r r r r r r r r r r r r .•.•.•.•. . . . . . . .•.•.•.•. •:•.•. .•.•. BEGIN PROJECT B STA 179- - B STA 180+6 B STA 182+41 Q BEGIN CONSTR C110N TWLT ARROWS END STRIPING TWLT ARROWS B STA 179+00 B STA 179+00 B STA 179+80 B STA 179+80 8 STA 182+10 M BEGIN STRIPING BEGIN STRIPING ADJUST STRIPING BIKE SYMBOL w ® s 1 V1 0 B STA 179+91 R7-9 I XXX XXX Q O BIK SYMBOL R2-1 R3-9B O O \\\'\\\\\\\\ �\� XX D11-1 011lll�"'"lll� PLAN d SCALE: 1"=20' N 111= 20 0 20 40 � 1"=20' P scale feet KEY PLAN p °" "�°" CITY OF DUVALL AVE NE z/za/oa 33301 9TH AVENUE SOUTH :�w 0 _ FEDERAL WAY,WASHINGTON oes .0 RENTON ROADWAY IMPROVEMENTS BERGER/ABAM 98003-zs00 °" AMN s IQ•lAl. j. E R 0 1 R E E R e x c.VOICE:(206)131-2300 NAs I --� DATUM planning/Building/Public Works Dept. CHANNELIZATION PLANGCiXH— '""`'� FAX: (206)431-2250 EZPIRES MARCH 15,IDDfi gang County N0. REVISION BY DATE APPR Gar �"`�' SHEET 1 �100�131 N G LEGEND UI i I LL EXISTING SIGN & POST �\�64 PROPOSED SIGN & POST \yX I XX PROPOSED SIGN INSTALLATION NOTE I I \\\\\\\\\\\\\ 1\\\ I I I I I I I R3X 96 0 SIGN RELOCATION NOTE 1 R3-96 25 \ I I I X i SIGN REMOVAL NOTE B STA 185+17 R� Ei' XXX END STRIPING 3' f ° I— 0 _ B STA 187+37 N M I 2 BIKE SYMBOL co + B STA 185+79 00 B STA 185+09 B STA 187+42 - 1 B—LINE BIKE SYMBOL BEGIN STRIPING DUVALL AVE. NE TWLT ARROWS I Q • . . . . �a+oo . . . 18,0.0. . _.�. .� o iss+T ---. . . .. . . . ......... . . . .. • 'isi+0og'. . . . _I - --- --�-- 1. . . �___ ._.-._.-_�_ ,r,-_ Z�•. . . . . . . . . . . . . . . . . . . . . . . .•:•` . . . . . . . . . . 8'STA 184+92. . �. . . . . . . . . . . . . . . . . . . \XX D VALL AVE NE I W B STA 186+75 8 STA 187+53 Z TWLT ARROWS END STRIPING XXX N 18TH ST BEGIN STRIPING IJ JI . . . . . . . . . . . . =I B STA 183+51 I B STA 184+43 B STA 184+51 B STA 186+67 X B STA 187+60 1= END STRIPING BEGIN STRIPING IKE SYMBOL BIKE SYMBOL ST P BIKE SYMBOL U Q I an t— Q • Ma a I \ a — — — — — — — -- —;D3-1 — — — a XXX F ��E�TING ROW XXX R2-1 — — — — i XXX N �rr�y - p~p I 2s R7X 9 PROPOSED RO I XX D11-1 R3-96 L—i I 2 --- XXX STOP z XXX ----- �`-- XXX NE 18TH PL I DEAD END I II D3-101 �I PLAN SCALE: 1"=20'-0" O d N mu 20 0 20 40 1"=20' scale feet KEY PLAN 33301 9TH AVENUE SOUTH � DUVALL AVE NE �z/za/oa z,Z,Z ! FEDERAL WAY,WASHINGTON DES CITY OF ROADWAY IMPROVEMENTS _ 2 BERGER/ABAM 98003-2600 °^ AMH FENTON rQ'1A1, ,�,,1--��-�/ ENGINEER 0 I R E E R �� _� DATUM ?SZ VOICE:(206)131-2300 Das w w+c 1 Planning/Building/Public works Dept. CHANNELIZATIONPLAN (H—Z FAX: (206)131-2250 [%PIKES MMtcH S.2DD! 1(jng Catty NO. REVISION BY DATE APPR GLP SHEET 2 101�131 o Z B STA 190+38 B STA 190+50 = 151.88 LT 151.88 LT LEGEND NI I I � \ ` _ � j p ( � EXISTING SIGN & POST C9 4 PROPOSED SIGN & POST __ I XX PROPOSED SIGN INSTALLATION NOTE - — - \ SIGN RELOCATION NOTE SIGN REMOVAL NOTE I I I SI + B STA 190+48 TURN ARROW STOP BAR 51.88 LT I I [\ w000 DECk NE 19TH ST XXX I I\ STOP XXX --fir- XXX KE R7 R2-1 XXX - — — I D11-1 -725 m R=25 I I /R3-9EB XXX -g R 'T - rn _ Z — — — — — — — B STA 190+4 51.88 LT B STA 190+55 w o B STA 189+98 B STA 190+OS 51.88' LT B STA 191+44 I(+O + BIKE SYMBOL ND STRIPING ti . . . . . . . . . . . END STRIPING B STA STRIPING • • • • • • • , • . . . . . . N a0 - BEGIN STRIPING I ` B STA 189+58 B STA 189+94 `^] Q TURN ARROW TURN ARROW B-LINE Q ..,.r.,.r r E , r . , . . „ r r , r . r . E E , , , , , , R. . . . . . . . . - . .•.•.•.•.•.•.•.•.•.•.•. .•�•�•�•. . STOP BAR , . as+oo so+o s,+oo' ,s2+oo ' r � o ALL AVE NE_ , . • � cn m .r<,.., r_.,. r+'-T r r---- I - .__—�.-. STOP BAR . . ,, a a a a a a,a a a a a a a ,+ ,a a a a a a a a a,,, 1 !i a a a �a I m L11 B STA 191+03 B STA 189+50 B STA 190+03 B STA 190+OS I BIKE SYMBOL I Z [� Z BEGIN STRIPING BIKE SYMBOL END STRIPING l J . . . . . . . . . . . . . . . . . . . B STA 190+95 J =I B STA 190+11 BEGIN STRIPING STA 191+07 B STA 191+38 R3-98 XXX U END STRIPING i STOP BAR TURN ARROW TURN ARROW Q cn �ii I .90.86 RT Q % a W i ( OD / MERGE E X=X [— R2-1 "D VALL " LEFT X XXX ^NE 20 L PRI ATE' I / I \ D11- Ex:XJ O FIELD / B STA 190+48 N U j VERIFY 50.86 RT I - B STA 19 \\�� / 50.86 RT \ XXX NE 19TH ST Z XXX TOP d RIGHANE B STA 190+54 MUST TURN TURN ARROW RIGHT I +t B STA 190+49 92. 55 RT - : l -------- — ------- - I B STA 190+60 91.80 RT �F----------------- I B STA 190+63 - B STA 190+73 183.87 RT� PLAN : 182.28 RT 20 D 20 40 SCALE: 1"=20'-0" 1"=20' scale feet KEY PLAN °R� Tg N oM 33301 9TH AVENUE SOUTH A RENTON } CITY OF DUVALL AVE NE �rz2/24/04 FEDERAL WAY,WASHINGTONDES DATUM & ROADWAY IMPROVEMENTS BERGER/ABAM 98003-2600 ""'"'AMH tgxpy 4t' \; j, O E x o x E E R l x c VOICE: 206 31-2300 s ( )4 NAs Planning/Building/Public Works Dept. CHANNELIZATION PLAN CH-3 FAX: (206)431-2250 EXPIRES MABdi 15.75 King County ND. REVISION BY DATE APPR GLP �'" " SHEET 3 102�131 O Z LEGEND MI ��t�\\\ I EXISTING SIGN & POST XXX I PROTtI o __R2_1_ OUR AQUIFER XXX I PROPOSED SIGN & POST ------------- ------- XXX "NE 21ST ST" XXX R7-9 XXX I XX PROPOSED SIGN INSTALLATION NOTE XXX TA SYMBOLD11-1 BUS "DUVALL AVE" XXX 'A - - - - - - — — L - - X SIGN RELOCATION NOTE n -1 ( X SIGN REMOVAL NOTE 'i I n. B STA 194+56 STA B STA 196 BIKE SYMBOL BIKE SYMBOL . . •196+28.0 B-LINE I . . . . . . TWLT ARROWS 193+00 1s4+00 isa+oo g .196+00 ' DUVALL AVER IVE 1s7+oo tD = h . . . .h I . . . . (h •\\h h • • •h\h h . . .h 4 L h • • h h h h . . . h h h • • • .h .h . .h h t•. • . •h h h h . . • ••••.h h . • . .\h h h . . . . ♦ . . . h h h •h h h h h\ .h• %% ••I I 1 • 1 I I' ll I 1 1 1 1 1 . . .� N 1 v1 B STA 193+78 B STA 194+80 h B STA 195+66 ►� O) I BEGIN STRIPING O TWLT ARROWS END STRIPING P�Q SYMBOL la-I B STA 193+53. . . I STOP BAR I Q B STA 195+17 �XX� B STA 195+74 IH 7 BIKE SYMBOL 50.72 RT I 50.72 RT BIKE SYMBOL Lu Z IZ J I n XXX P7 Fg�RIFY 1N J _ _ R7-9 _ _ _ _ _ _ EJ "2018 2024 2030 PRIVATE DRIVE"I � �\ 74 XX STOP XXX F- I "DUVALL AVE" �\ - ZI BUS STOP XXX R1-6A I SPEED 25 MPH B T RT5+29 I II B STA 195+24 - B STA 5+35�\\�� TURN ARROW I I TURN AR OW \ B STA 195+20 STA 195+32 125.72 RT 125.72 RT PLAN SCALE: 1"=20'-0" N 20 0 20 40 1"=20' scale feet . �N KEY PLAN Nn s'�11 DUVALL AVE NE z/za/oa 33301 FEDERAL AVENUE SOUTH oes n131 CITY OF ROADWAY IMPROVEMENTS _ FEDERAL WAY,WASHINGTON 7K P ENTON ` BERGER/ABAM 98003-2600 AMH DATUM �GNAL E N 1 1 N E E R 1 i N c.VOICE:(206)431-2300 —NAS Planning/Building/Public Works Dept. CHANNELIZATION PLAN . CH-4 ' s!4'. FAX: (206)431-2250 EXPIRES MARCH 15.2DD6 King 0•q �, tl: e� N0. REVISION BY DATE APPR cRr 'd""�On6Y SHEET 4 1036131 p z B STA 199+76 B STA 199+85 LEGEND = 118.50 LT 118.50 LT UI ------ EXISTING SIGN & POST O 711 I PROPOSED SIGN & POST BUS STO♦ XXX -LINE i XX PROPOSED SIGN INSTALLATION NOTE i \ I SIGN RELOCATION NOTE _ I i-X-� SIGN REMOVAL NOTE _ e XXX NE 2 3 R D ST D3-101 IX�138TH AVE SE 1 XXX XXX STOP BAR - D3-101 ate/ \ \ 43.50 LT XX \ XXX 35 MPH B STA 197+42 \ R1 6A _ / I END STRIPING XXX - D XX101 / \\ i XXX R7-9 B STA 197+57 II STOP I o( CROSSWALK BUS STOP' XXX CXJ\ M DUVALL AVE NE ���� cr - _ o rnTON ti SEE SHEET XX FOR - STA 200+33 u� CITY of NTT CROSSWALK DETAILS BUS STOP XXX p 30.0932 LT KING COUNTY - N 0 cf) , PR.UTEC I N a .. fn m OUR AQUIFER B STA 199+3 Lu B STA 200+22 B STA 200+33 m W B STA 197+71 EX] — BIKE SYMBOL Z BEGIN STRIPING BIKE SYMBOL ; W Z I BEGIN STRIPING,STOP BAR B STA 198+54 B STA 199+47 B STA 199+78 B STA 199+90 B STA 201+ 4 I Z . . . ..... . . . . .... . . . .,., TWLT ARROWS. . .. . . END STRIPING , 4;50 LT,. .. . . . 43.bU LT . .,, . . . .. ...B-LINE . . . . . . . . . TW;.ARROW6 . . . . . . . . ..... . . . _ U19e+00 199+0o DlJV4LL`�AI%E. Nt 200+00 ,z 0 U --i- - - - --+- - - --+-- - - -I - - --I - - - � T - - oZ Q .�. . . . . . . . . . . . . . . . .•IQ B STA 197+71 B STA 198+83 B STA 199+44 BEGIN STRIPING END STRIPING NE 23RD ST PRIVATE XXX EGIN STRIPING BIZ I = DUVALL AVE NE XXX . . . . . . . . . . . . . . . . . . . . . . . . s x . . . . . . . . I cl Eli clj W Q Eli n — - - -- - - - - - Z ft a a — - - — — — — — — - -- —N— — — — — — — 1 B STA 197+79 — — — XX]�RVE SYMBOL — — — - ? B STA 199+52 I rn II B TA 201+77 BIKE SYMBOL XXX --�---- BIKE SYMBOL cn BIK� SYMBOL I B STA 197+42 R7 9 i; END STRIPING,STOP p^AR— I \� \\� I W1-4R I FMM-1 STOP I PLAN o SCALE: 1"• 20'-0" N P 20 0 20 40 A� 1"=20' ""' rN scole feet KEY PLAN g a. o. rt:«b 33301 9TH AVENUE SOUTH " °° DUVALL AVE NE 2/24/04 n -�- CITY OF FEDERAL WAY,WASHINGTON DES BERGER/ABAM 98003-2600 ^^��AXRH RENTON ROADWAY IMPROVEMENTS �QVAI. E N 0 1 N E E R S 1 N 0. DATUM VOICE:(206)131-2300 NASA 9/ 9/ P CHANNELIZATION PLAN CH-5 Plannin Buildin Public Works Dept. EXPIRES MARCH FAX: (206)431-2250 NO. REVISION BY JDATEAPPR N�a s"" 06Y SHEET 5 Kin Count 104'131 � 1 LEG ND (� B STA 202+75 B STA 202+87 EXISTING SIGN & POST �I I END STRIPING ND STRIPING PROPOSED SIGN & POST 1 I I I \ \ XX PROPOSED SIGN INSTALLATION NOTE I \ a SIGN RELOCATION NOTE r---i I � X I I \ \ ( X-� SIGN REMOVAL NOTE I 0 1 \ B STA 2 2+74 W' B ISTA 202+83 X TURN AR r OW w = Tt RN I;ROW XXX RESIDENTIAL PARKING I I \ \ XXX PARKING ORDINANCEB STA L02+79 _ STOP XXX I I\ � CITY LIMITS XXX \ aI - 71 OF RENT I 25 MPH XXX ql2 i o R,25� 0 .N I B STA 202+34 -- BIKE SYMBOL STOP BAR I _ - 1�N 43.50 LT B STA 202+89 F-1 a a • B STA 202+42 fq 202+0o ' • a ,, END STRIPING B STA 203+26 B STA 203+ IM - -----_ t 13g7V " BEGIN STRIPING 4 1 B 57A'205+41 W -�!'^ -+--_ 41/E 'Sfb' .a . . . . q. . . BIKE SYMBOL Z1 4�30AL '9E R 203+00� ' '` __BIKE SYMBOL KWAY.E ti ___— _ . ,a Ell RA a a a a a . • , _ B a ' ' ' rA 2os+o4 =1 �' . . . . . -�- -�4+00 ' a taaa • • aria • • aaaa Y05a0, —1_ fJ ' • ____---- ---- +D� _ LT ARROWS � B-LINE •'••••.•. . . ,. -+--- __---t . • •'.•.•••• 1 Q B STA 204+02•' ' ' ' ' B STA* 204+97 \ 1---1 B STA 203+M B STA 204+18 B STA 204+90 / \ � �BIKE SYMBOL IKE SYMBOL, TWLT ARROWS NO STRIPING BEGIN STRIPIN _ En B STA 204+50 B STA 204+59 e / NE 24TH ST — _ 42.85 RT 42.88 RT �- I I 138TH XXX _ _ _ — bX� F—) 1 DUVALL q NE XXX — _ _ _ F — — _ _ _ CHEVRON \ XXX - rn XX \ I R11 XXX NE 24TH ST W1-8 S I \ F+y I I R=25' XXX NE 24TH ST \ XXX STOP I' STOP BAR \ \ t�i4' mm\ 1 I � 42.88 RT \ ' i I 1 1 I ' I � j � I PLAN SCALE: 1"=20'-0" 20 0 20 40 r 1"=20' j s scale feet KEY PLAN 33301 9TH AVENUE SOUTH "" "�"' L1 } CITY OF DUVALL AVE NE p z/za/oa ,21E ��►... FEDERAL WAY,WASHINGTON °� � � RENTON ROADWAY IMPROVEMENTS _ BERGER/ABAM 8003-2600 AMH DATUM �we1 , E R 9 1 X E E R e 1 R a VOICE:(206)431-2300 °�+As Planning/Building/Public Works Deft. CHANNELIZATION PLAN CH-6 EXPIRES AWCH 15,2DD6 King� �, FAX: (206)431-2250 NO. REVISION BY DATE APPR cEP SHEET 6 105'131 r` O LEGEND UI EXISTING SIGN & POST cD o � 1 I PROPOSED SIGN 1, POST / XX PROPOSED SIGN INSTALLATION NOTE / 0 SIGN RELOCATION NOTE ` X ; SIGN REMOVAL NOTE B STA 207+80 W2-2 MOD — 1 + ` BIKE SYMBOL XX W13-1 cof/ D3-201 XX _XX CD 'IT STA 210+16 .71T+ ,W BIKE SYMBOL _� Z B STA 207+1�t ` r r , . B-LINE B STA 208+45 t _�-� 208+00 ' r r . . . TT ARROWS r , . . . . . /\ BIKE S.YMBOL tt+ . . r . . WLr r r r . . . . r . . . . . r r r r . . . . r r r t t t t t t t t t t t t t t t t t t t 1 XX . . . .� _ . . . . B STA 209+23 XX W1-8 r, IKE SYMBOL S3-1 ' Lxx:x:l W1-8 XX [:XX:x:f i /♦ CHEVRON l � � •• . . XX CHEER 1 XX W1-8 ????? XXX m W1-8 W2' M 2- OB XXX I'\ �X� XXX W13-1 SPEED 35 MPH" XX — — — _ CHEVRON — — — CHEVRON PLAN SCALE: 1"=20'-0" T� V1 C) ills! 20 0 20 40 1"=20' scale feet KEY PLAN 33301 9TH AVENUE SOUTH ;.'T.R DUVALL AVE NE 2/24/04 n � �,�� ' FEDERAL WAY,WASHINGTON �� °�"� CITY OF ROADWAY IMPROVEMENTS 2,2 -� RENTON _ a BERGER/ABAM 98003-2600 """ a.H Ll E E 6 i N E E R. 1 N c.VOICE:(206)431-2300 i.ns —I DATUM planning/Building/Public Works Dept. CHANNELIZATION PLAN CI I-7 EXPIRES MWCH 15.206 jig�unry, FAX: (206)•131-2250 N0. REVISION BY DATE APPR CEP '�"""`�°a' SHEET 7 �106-131 DO = LEGEND UI d EXISTING SIGN & POST o 4 PROPOSED SIGN & POST XX PROPOSED SIGN INSTALLATION NOTE / FXJ SIGN RELOCATION NOTE I X SIGN REMOVAL NOTE ----�'--— Cltt OF RENTON / B STA 214+56 / _ — BIKE SYMBOL • 214+90, ____-_-:Z1�}OQ /ems• ; . . . . ... . . . . B STA N B STA 212+35 _ j . . • MERGE ARROW r• + 0 Zt + - B STA / M BIKE SYMQ L B-LINE-� MERGE, ARROW �TYT'E ,.C,. BLOCK / in TRAFFIC CUR r CD W�•-�— —� \ — —ti'lxXxx SE 95THWAY- - - - --- --7- W2-2 BIKE SYMBOL SPEED D3-201 Q XX W2-2 2 _ XXW13-1 of , XX B STA 211+4 BIKE SYMBOL i SCHOOL BUS X�STOP AHEAD I PLAN SCALE: 1"=20'-0" 1-D V1 GEM O d N Y 20 0 20 40 y.P! 1"=20' N scale feet KEY PLAN g _ 33301 9TH AVENUE SOUTH .+ "" "' A CITY OF DUVALL AVE NE 2/24/04 23212 j ". , ® <'„• FEDERAL WAY,WASHINGTON DES K RENTON ROADWAY IMPROVEMENTS _ s6003-26M tgVpy E A 9 1 N E E R BAM VOICE: gas 31-2300 aMN DATUM .. - ( )4 NAS Planning/Building/Public Works Dept. CHANNELIZATION PLAN NCH-8 [EXPIRES MARCH 15,MMA Kin CoXmt FAX: (206)431-2250 s NO. REVISION BY DATE APPR '� a""°'a" SHEET 8 y 6EP ��107'131 END PROJECT I B STA 220+01 (r 0 I END CONSTRUCTION (12.92• LT) � STOP XXX 3 B STA 218+50 NE 95TH WAY XXX EXIST EDGE Z COAL CREEK PARKWAY XXX OF PAVEMENT \ `n - - - - - - Fey FOG LINE B STA 217+77 END STRIPING ' COAL� B STA 216+71 . . . . . . . . . • , , C EEK PARKWAY BIKE SYMBOL CID _T__ _�__•219+v0' ' . . 40 °\t°c°J �-�— B STA 218+28 B—LINE' BIKE SYMBOL 220+00 ------ 1C\j \ �17t0 _ B VT 219+OS B ST 220+07 �- 3'6 /. • ' EGINI TAPER ]LU 03 - END TRIPING °uNN• BST 220+05 Z • 'KIN o BEGI TAPER 1 p A B STA 218+38 I 1= MERGE ARROW W1-17 \ I Q 04 �• �p! xx tX:,:] LEGEND $ DOUBLE ARROW B STA 220+13 1 B STA 217+28 BIKE SYMBOL MERGE ARROW EXISTING SIGN & POST PROPOSED SIGN & POST s rn � ��� I ' XX PROPOSED SIGN INSTALLATION NOTE ll EXI SIGN RELOCATION NOTE / B STA 6+18 MERGE RR OW X ; SIGN REMOVAL NOTE r B STA 215+91 BIKE SYMBOL (INTERIM—PRIOR TO COMPLETION OF f� \ I CITY OF NEWCASTLE PROJECT) \ PLAN \ SCALE: 1"=20' V1 O 0 N cC 20 0 20 40 A 4'*I�Ct 1.,=20' "mi N scale feet KEY PLAN • 33301 9TH AVENUE SOUTH :�"9°^ A DUVALL AVE NE / / «, CITY OF 2 24 04 ♦ZE6� � � FEDERAL WAY,WASHINGTON oes ROADWAY IMPROVEMENTS BERGER/ABAM 98003-2600 AMH RENTON _S J• E N a INFE R 1 1 N c.VOICE:(206)431-2300 f °N""� DATUM plannin Buildin Public Works De t N� e/ e/ p• CHANNELIZATION PLAN CH-9 EXPIRES MARCH 15,2UD6 King Coilnty FAX: (206)431-2250 NO. REVISION BY DATE APPR CLP rcm.m•n. SHEET 9 108-t31 2 v _o I T SIGN RELOCATION SPECIFICATIONS SIGN NO. SIGN CODE NUMBER EXISTING PROPOSED SIGN SIZE POST POST SIZE POST LENGTH CLEARANCE REMARKS LOCATION LOCATION X Y MATERIAL H1 H2 H3 H4 V W R1-1 STOP 180+08 LT 180+02 LT RELOCATE 2'BEHIND CURB FACE D3-301 "SE 107TH PL" 180+08 LT 180+02 LT RELOCATE 2'BEHIND CURB FACE D3-301 "DUVALL AVE NE" 180+08 LT 180+02 LT RELOCATE 2'BEHIND CURB FACE "RENTON TECH COLLEGE" 181+83 LT 181+78 LT WOOD 3 X 3 RELOCATE 3'BEHIND SIDEWALK W14-1 "DEAD END" 182+72 LT 182+68 LT WOOD 4X4 D3-301 "SE 107TH ST' 182+72 LT 182+68 LT WOOD 4 X 4 W14-1 "DEAD END" 183+83 RT 183+75RT WOOD 4 X 4 RELOCATE 1 'BEHIND SIDEWALK R1-1 STOP 184+24 RT 184+30 RT 30 30 METAL 2 X 2 D3-301 "NE 18TH PL" 184+24 RT 184+30 RT METAL 2 X 2 R1-1 STOP 187+27 RT 185+31 RT 30 30 WOOD 4 X 4 RELOCATE 6.5'BEHIND SIDEWALK D3-301 "NE 19TH ST' 190+23 LT 190+23 LT WOOD 4 X 4 OUT OF RIGHT OF WAY R1-1 STOP 190+23 LT 190+23 LT 30 30 WOOD 4X4 OUT OF RIGHT OF WAY D3-301 "NE 19TH ST' 190+90 RT 190+79 RT METAL 3 IN DIAM. RELOCATE 2'BEHIND SIDEWALK D3-301 "DUVALL AVE" 190+90 RT 190+79 RT METAL 31N DIAM. PLACE ON SIGN POST NO???, D3-301 "DUVALL AVE" 192+37 RT 192+37 RT D3-301 "NE 20TH PL PRIVATE" 192+37 RT 192+37 RT D3-301 "2018 2024 2030 PRIVATE DRIVE" 193+42 RT 193+42 RT D3-301 "DUVALL AVE" 193+42 RT 193+42 RT "BUS STOP" 194+17 LT 198+42 LT METAL 2 X 2 RELOCATE 1'BEHIND SIDEWALK R2-1 "SPEED LIMIT25 MPH" 194+99 RT TBD 194+99 RT 18 24 METAL 8 IN DIAM. SHOULD NOT BE CHANGED D3-301 "NE 21STST' 195+50 LT 195+50 LT METAL 3 IN DIAM. D3-301 "DUVALL AVE" 195+50 LT 195+50 LT METAL 3 IN DIAM. R1-1 STOP 195+58 RT 195+50 RT 30 30 WOOD 4 X 4 RELOCATE V BEHIND SIDEWALK "BUS STOP" 196+28 RT 199+10 RT METAL 2 X 2 RELOCATE 1'BEHIND SIDEWALK R1-1 STOP 199+28 RT 199+28 RT 30 30 FIELD VERIFY D3-301 "NE 23RD ST PRIVATE" 199+30 RT 199+30 RT METAL 3 IN DIAM. RELOCATE 10'BEHIND SIDEWALK D3-301 "DUVALL AVE" 199+30 RT 199+30 RT METAL 3 IN DIAM. RELOCATE 10'BEHIND SIDEWALK LOCATION CK "BUS STOP" 199+64 LT 199+60 LT METAL 2 X 2 CHECK ON R1-1 STOP 199+64 LT 199+61 LT 30 30 WOOD 4X4 RELOCATE 12'BEHIND SIDEWALK R2-1 "SPEED LIMIT 35 MPH" 200+99 LT 201+48 LT 18 24 WOOD 4X4 RELOCATE 1'BEHIND SIDEWALK R1-1 STOP 202+59 LT 202+62 LT 30 30 WOOD 4X4 RELOCATE 10'BEHIND SIDEWALK D3-101 "NE 24TH ST' 202+85 RT 202+84 RT WOOD 4 X 4 D3-101 "DUVALL AVE NE" 202+85 RT 202+84 RT WOOD 4 X 4 D3-101 "138 AVE NE" 202+85 RT 202+84 RT WOOD 4 X 4 "RESIDENTIAL PARKING ORD 10-10-13 ENFORCED" 203+53 LT 203+53 LT WOOD 2 X 2 R7-2A MOD"NO PARKING VEHICLES OVER 12,000 LBS 203+53 LT 203+53 LT WOOD 2 X 2 (GROSS VEHICLE WEIGHT) 12-201 MOD"RENTON CITY LIMITS" 204+29 LT 204+32 LT WOOD 4X4 204+29 LT 204+32 LT WOOD 4X4 R1-1 STOP 204+74 RT 204+75 RT 30 30 WOOD 4X4 D3-102"COAL CREEK PKWYSE /138 AVE SE" 204+80 RT 204+75 RT WOOD 4X4 D3-102"SE 100TH PL/SE 100TH ST' 204+80 RT 204+75 RT WOOD 4X4 R1-1 STOP 217+83 LT 217+77 LT 30 30 WOOD 4X4 D3-102"NE 95TH WAY' 217+83 LT 217+77 LT WOOD 4X4 D3-102"COAL CREEK PARKWAY" 217+83 LT 217+77 LT WOOD 4X4 eg.b°,M°i�tlo 1"'"'"'"�o. ?. 33301 9TH AVENUE SOUTH DUVALL AVE NE 2/24/04 Z3212 - r�►- \ O FEDERAL WAY,WASHINGTON DES �- CITY OF BERGER/ABAM 98003-2600 ASH FENTON ROADWAY IMPROVEMENTS rQVA1 .4 d, E N o I N E E Al 1 X e.VOICE:(206)431-2300 `'""' E%PIPES -H 15 NAS Planning/Building/Public Works Dept. SIGN RELOCATION SPECIFICATIONS C H-1 1 .2DD FAX: (2os 6 King .� )431-2250 NO. REVISION BY DATE APPR CLP 1106131 N ......................................_..........................SIGN....SPECIFICATIONS ROADSIDE SIGN STRUCTURES UI SIGN NO. SIGN CODE/SIGN TYPE (DESCRIPTION) LOCATION SIGN SIZE LETTER SIZE POST POST POSTLENGTH SHEETING CLEARANCE REMARKS X Y OR CODE MATERIAL SIZE H1 H2 TYPE V(FT) W F TBD TBD TBD TBD TBD R7-9 NO PARKNG BIKE LANE 179+78 LT 12 18 3C,2B WOOD 4 X 4 TBD TBD TBD TBD TBD R7-9 NO PARKNG BAKE LANE 179+92 RT 12 18 3C,2B WOOD 4 X 4 TBD TBD TBD TBD RELOCATE 1'BEHIND SIDEWALK R2-1 SPEED LIMIT"??MPH" 180+86 LT 24 30 NIA STEEL 4 IN DIAM 9.5 FT 7.00 9.5 TBD D11-1 BIKE ROUTE 180+86 LT 24 18 3C - 5.00 9.5 ATTACH TO SIGN NO??? W20-901 TRAFFIC REVISION AHEAD 181+00 LT 30 30 4-C WOOD F4X 14.5 FT 7.00 8.5 TBD R2-1 SPEED LIMIT"??MPH" 181+07 RT 24 30 WA STEEL 9.5 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK D11-1 BIKE ROUTE 181+07 RT 24 18 3C - 5.00 7 RELOCATE 1'BEHIND SIDEWALK M1-601 STATE ROUTE 900 181+97 LT 24 24 7C WOOD 13.5 FT 7.00 12 TBD M2-1 JCT 181+97LT 21 15 9C - 5.25 12 ATTACH TO RELOCATED SIGN NO???? R1-1 STOP 182+37 LT 30 30 WOOD TBD R3-9B CENTER LANE(TWO WAY LEFTTURN)ONLY 182+82 RT 24 36 3E WOOD 4 X 4 13.0 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK R3-9B CENTER LANE(TWO WAY LEFTTURN)ONLY 183+33 LT 24 36 3E WOOD 4 X 4 13.25 FT 7.00 7 TBD R7-9 NO PARKNG BIKE LANE 184+50 RT 12 18 - WOOD 4 X 4 TBD TBD TBD TBD RELOCATE 1'BEHIND SIDEWALK R2-1 SPEED LIMIT"??MPH" 184+78 RT 24 30 NIA STEEL 4 IN DIAM 9.5 FT 7.00 9.5 RELOCATE 2.0'BEHND SIDEWALK D11-1 BIKE ROUTE 184+78 RT 24 18 3C - 5.00 9.5 ATTACH TO RELOCATED SIGN NO???? R3-9B CENTER LANE(TWO WAY LEFTTURN)ONLY 185+43 RT 24 36 3E WOOD 4 X 4 13.0 FT 7.00 7 RELOCATE 2.0'BEHIND SIDEWALK D3-301"DUVALL AVE NE" 186+92 RT ? 12 6D TBD RELOCATE 3'BEHIND SIDEWALK D3-301"NE 18TH ST' 186+92 RT ? 12 6D TBD ATTACH TO RELOCATED SIGN NO???? R3-9B CENTER LANE(TWO WAY LEFTTURN)ONLY 187+66 LT 24 36 3E WOOD 4 X 4 13.25 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK,LAMP POST F POSSIBLE R7-9 NO PARKING BIKE LANE 187+59 RT 12 18 3C,26 TBD R2-1 SPEED LIMIT"??MPH" 189+44 LT 24 30 NIA STEEL 4 IN DIAM 9.5 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK,LAMP POST IF POSSIBLE D11-1 BIKE ROUTE 189+44 LT 24 18 3C - 5.00 7 RELOCATE 1'BEHIND SIDEWALK,LAMP POST IF POSSIBLE R7-9 NO PARKING BIKE LANE 189+98 RT 12 18 3C,2B TBD I RELOCATE 1'BEHIND SIDEWALK,LAMP POST IF POSSIBLE R2-1 SPEED LIMIT"??MPH" 191+61 RT 24 30 WA STEEL 4IN DIAM 9.5 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK D11-1 BIKE ROUTE 191+61 RT 24 18 3C - 7.00 7 RELOCATE 1'BEHIND SIDEWALK R3-9B CENTER LANE(TWO WAY LEFTTURN)ONLY 192+33 LT 24 36 3E WOOD 4 X 4 13.0 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK R3-9B CENTER LANE(TWO WAY LEFTTURN)ONLY 192+44 RT 24 36 3E WOOD 4 X 4 13.25 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK R7-9 NO PARKNG BIKE LANE 193+51 RT 12 18 3C,2B TBD TBD TBD TBD TBD RELOCATE 1'BEHIND SIDEWALK R2-1 SPEED LIMIT"??MPH" 193+86 LT 24 30 WA STEEL 4 IN DIAM 9.5 FT 7.00 7 RELOCATE 1'BEHIND SIDEWALK D11-1 BIKE ROUTE 193+86 LT 24 18 3C - 5.00 7 RELOCATE 1'BEHIND SIDEWALK "PROTECT OUR AQUIFER" 196+81 LT ? ? TBD TBD TBD TBD TBD RELOCATE 1'BEHIND SIDEWALK R7-9 NO PARKING BIKE LANE 196+81 LT 12 18 3C,2B TBD TBD TBD TBD TBD ATTACH TO SIGN NO???? R1-6A STATE LAW STOP FOR PEDESTRIAN IN CROSSWALK 196+88 RT 1 R1-6A STATE LAW STOP FOR PEDESTRIAN IN CROSSWALK 198+51 LT O R7-9 NO PARKING BIKE LANE 198+60 RT 12 18 3C,2B TBD TBD TBD TBD TBD RELOCATE 1'BEHIND SIDEWALK R3-9B CENTER LANE(TWO WAY LEFTTURN)ONLY 198+94 LT 24 36 3E WOOD 4 X 4 13.0 FT 7.000 7.00 RELOCATE 1'BEHIND SIDEWALK Q D3-301"DUVALL AVE NE" 199+61 LT ? 12 6D TBD TBD ATTACH TO RELOCATED SIGN NO.?? W14R REVERSE TURN 199+99 RT 30 30 NIA WOOD 4 X 4 13.75 FT 7.000 7.75 RELOCATE 1'BEHIND SIDEWALK, LAMP POST IF POSSIBLE D3-301"NE 23RD ST" 200+10 LT ? 12 6D TBD TBD TBD RELOCATE 2'BEHIND SIDEWALK D3-301"138TH AVE SE" 200+10 LT ? 12 6D TBD TBD TBD RELOCATE 2'BEHIND SIDEWALK R7-9 NO PARKING BIKE LANE 201+48 RT 12 18 3C,2B TBD TBD TBD ATTACH TO RELOCATED SIGN NO???? W1-8 CHEVRON ALIGNMENT 205+93 RT 18 24 NIA WOOD 4 X 4 12.0 FT TBD TBD IRELOCATE 1'BEHIND SIDEWALK W1-8 CHEVRON ALIGNMENT 206+89 RT 18 24 NIA WOOD 4 X 4 12.0 FT TBD TBD RELOCATE 1'BEHIND SIDEWALK FIELD CK D3-201"???" 208+53 LT 12 STEEL 5 IN DIAM 12.0 FT 11 TBD W2-2(MOD)T SYMBOL 208+53 LT 30 30 NIA 7 TBD W13-1 SPEED"??MPH" 208+53 LT 18 18 8E 5 TBD W1-8 CHEVRON ALIGNMENT 208+95 RT 18 24 WA WOOD 4 X 4 12.0 FT 12 TBD RELOCATE 1'BEHIND SIDEWALK W1-8 CHEVRON ALIGNMENT 210+04 RT 18 24 NIA WOOD 4 X 4 12.0 FT 12 TBD RELOCATE 1'BEHIND SIDEWALK S3-1"SCHOOL BUS STOP AHEAD" 211+14 RT 30 30 5C WOOD 5 X 4 CK 7 TBD RELOCATE 1'BEHIND SIDEWALK W1-8 CHEVRON ALIGNMENT 211+14 RT 18 24 WA WOOD 4 X 4 12.0 FT 12 TBD ATTACH TO SIGN NO???? D3-201"SE 95TH WAY' 215+48 RT ? 12 STEEL 5 IN DIAM CK 11 RELOCATE 1'BEHIND SIDEWALK W2-2 T SYMBOL 215+48 RT 30 30 WA 7 RELOCATE 1'BEHIND SIDEWALK W13-1 SPEED"??MPH" 215+48 RT 18 18 BE 5 RELOCATE 1'BEHIND SIDEWALK W1-7 DOUBLE HEADED DIRECTIONAL ARROW 217+98 RT 36 18 WA STEEL 14 IN DIAM I CK 1 7 "tab N ,m o� 4y..:;4 33301 9THAVENUESOUTH "° "�'°" A CITY OF DUVALL AVE NEz/za/oa E9ElE t '. O FEDERAL WAY,WASHINGTON DES ROADWAY IMPROVEMENTS ..a: ,,�y y RENTON s j '; BERGERIAHAM 98003-2600 p1M1 AMH wwwo w: �QiA1.T' ENE I XE ENX x t. DATUM VOICE:(206)431-2300 I -I Planning/Building/Public Works Dept. SIGN SPECIFICATIONS CH-12 E7�d1E5 MPRCN ts,mne I{in �_;:. " FAX: (206)431-2250 NO. REVISION BY DATE APPR 111�131 B tY c_o U I N PUSH BUT-TON 12" (TYP) 138TH =SE DWAL L AVE NE NE 18TH STi I NE=2�� SJT SE 95TH WAY 18" 7 3/4" ® 151, JCT BIKE ROUTE VARIES (TYP) 24,E 21" 5" D3-301 D3-301 D3-301 D3-301 D3-201 D11-1 JR-16 M2-1 CENTER 30" 30" 30" LANE 30 ® ® 36„ � 18" 24" 18 � REVISION AHEAD AHEAD ONLY 30" 36 18„ 30 18" 30„ 301. 24" R1-1 R3-9B S3S31 W1-7 W1-8L W2-2 (MOD) W13-1 W20-901 F-1 �m 1+1 SPEED LIMIT o 24 18" BIKE 35 LANE ,2" 11,0 30" R2-1 R7-9 y.Pl NMyy :�'%o� DUVALL AVE NE z/za/oa 33301 9TH AVENUE SOUTH �°"° n .� CITY OF .``, FEDERAL WAY,WASHINGTON as DES RENTON ROADWAY IMPROVEMENTS fsziz � ..a BERGER/ABAM 98003-2600 AMH DATUM rETJA). t�4' ';//J, E N a I N E E P E 1 N c.VOICE:(206k131-2300 NAS Planning/Building/Public Works Dept. SIGN DETAILS C H—1 3 EZPIAES MARcH S,2DD5 King County FAX: (206)<i31-2250 N0. REVISION BY DATE APPR �� v"'�01°'a' n`E"112°131 SHEET 1 v v I "BAND—IT BRACKET" OR APPROVED EQUAL 42" MAX 24" MIN — .777 M. M 3„ V E" '6 $ ROADWAY 5„ EDGE OF TRAVELED 2-1/2" 1-1/2"T 90' 3' D3 FOR REFLECTORIZED SIGNS: MOUNT STD 90' BRACKET OR 360' FACING 3' OUTWARD IF SIGN IS WITHIN ADJUSTABLE BRACKET IF 30 FEET OF ROADWAY REQUIRED I PIPE CAP SIGN FACE ORIENTATION MOUNTING ON METAL POLE 2" GALVANIZED STEEL PIPE B—6' 2' MIN CLEARANCE 2' MIN. FROM FACE OF TO EDGE OF SIGN T� CURB. V 1 10' MIN CLEARANCE p IF NO CUR p 4"x4" PRESSURE Q TREATED POST V 5/16"x2-1/2" GALVANIZED LAG SCREWS WITH GALVANIZED WASHERS CEMENT 12' 7' MIN 1-1/2' CONCRETE TYPICAL TO BOTTOM CLASS 'B OR AS OF SIGN REQUIRED 3' 5/Sth 1-1/2' MINUS CRUSHED ROCK 30"IMIN. REPLACE TO MATCH EXISTING ADJACENT MATERIAL COMPACTED SELECT FILL MATERIAL MOUNTING ON WOOD POST L.P. , 2/24/04 �� gN ,•� :,... "'"`"' DUVALL AVE NE 33301 9TH AVENUE SOUTH A CITY OF nn� —DES ROADWAY IMPROVEMENTS Big A , FEDERAL WAY,WASHINGTON -� RENTON _ t BERGER/,4BAM 98003-2600 a AR'" DATUM ty !� � E x o 1 X E E R e i x c.VOICE:(206)131-230D �VL_NAS I—� Planning/Building/Public Works Daft. SIGN DETAILS CH-14 E%PIRES MPR[H 15,ZD� ` King� �, wfriH'> FAX: (206)'431-2250 ND REVISION BY DATE APPR _GLP ''"'�a SHEET 2 1 736737 SEC. 3 T. 23 N . R. 5E. W. M. In N / 1 / ROCK RETAINING STA 209+j 6 1 CURVE DATA PROPOSED ROW WALL BEGIN O PROPOSED BEGIN ROCK WALL ROW RETAINING WALL BACK OF SIDEWALK PI STATION DELTA RADIUS LENGTH TANGENT BACK OF SIDEWALK STA 209+50 �1207+21.77 62-58-56" 531.50' 584.25' 325.59' � 50.00 LT ; — — 1 O BEGIN SOLDIER PILE WALL CO 04 Ica ' \\�� � — I •� STA 210+90 _A/ - - --- - - LT) / / r � - - - - - 36.37 LT N ANGLE POINT / „� / fID XISTING ROW '— FACE OF CURB CO \ CREEK F. 5t _ -FACE OF-CORE + —BACK OF SffEWALK EXISTING ROW -SCALE: '=20'-0" 450 450 LEGEND: ---- A N ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: :....... .... EXISTING RIGHT .. ......... ........ J.. ...... PROPOSED RIGHT OF WAY LI ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... J... ..... :J ........ ....... ....... ....... ....... .......: �:::.:::: :.. ......... ......... ......... ......... ......... ......... ......... ......... .... ... ......... ......... ......... ......... .... Q... .......Q ........ _...... ....... ....... ....... ..... Q........ 440 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...^3... 3 ... .. 3........ :::: 440 RETAINING WALL NO ... ......... ......... ......... ......... ......... ......... ...�wo :....... �0 ..... a ...... .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ®RIBA K:QF StD WALK.::: .jO:::::.. .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ ...w F-... .....w ....... ....... ....... ....... ..... .....:.w .. 430 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ....... .. .... ......... :....... ... 430 . ......... ......... ......... ........ .... "PI :WALL:' ......4 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... .... ......... ..... .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .. _ �^ 2:00 ::: _ . rw�i+� .... .. .. �� 410 - _.: -: �.�._ 410 .. .. ..... ....... ..... __-- ....... ... T. ..��. ..... .. .. .. J. ... � .... .. .. .. — .. .. ..::...: :.....:.: :........ :.:.....: :.......: :......: :....� ......: .... .. ....... ....... ..... ...... .. ..... ....... ....... ....... ..... .... .. .. ..y�.� :. — ...... .4....... :.:EXISTI G:GROUN ::::::::: ::::::::: ::::::::: ::::::::: r:: .. .� 3 ....... .70y; :. ....... ...... 4.... ® ROADWAY:q: : : ....... ....... ... ......... ......... ......... ......... ......... ......... Ni _ ..... ,_......... ......... ......... ......... ......... ......... 4 ......... ......... ......... ......... ......... ......... ........: :.......: :.......: :.......: :.:�E=: .... .... ...... ...... .... .. .. ..O ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ .... .. .. ....... ..... ... .. wm... wm wm.3. PIE WALL .. ......... ......... ......... ......... ......... ......... ......... ... ....... TTOM.OF; OPOSED 14WALK 390 207+00 208+00 209+00 210+00 211+00 10 0 10 20 1"=10, 77 PROFILE 20°le 0 20 feet SCALE: H: 1"=20'-0" V: 1"=10'-0" 1"=20' scale feet Zak 33301 9TH AVENUE SOUTH CITY OF DUVALL AVE NE z/za/oa get �■• FEDERAL WAY,WASHINGTON —DES ROADWAY IMPROVEMENTS i ' O BEWER/ABAM 96003-2600 AMH RENTON ENE I NEENE 1 Nc. DATUM j VOICE:(206)431-2300 i+as Planning/Building/Public works Dept. RETAINING WALL PLANS AND PROFILES S- ""`� dam' FAX: (206)431-2250 ExaINES MPRCH 8,2'DD6 a: NO. REVISION BY DATE APPR 'u"" 'n' King County �'`� cEr SHEET 1 120 i 31 SEC. 3 T. 23 N . R. 5E. W.M. CV O U)I CV PROPERTY LINE, TYP PROPOSED ROW / B STA 2-V�+50 END WALL EXISTING ROW i CItt�O�RENRXJ KING CWNTY RETAINING WALL / 1 PROPOSED ROW BACK OF SIDEWALK / f f 1 _ _ _._ -f/10E-O�CURB —� + �� /i 9 326CID 2t3�D�_ / FACE�CURB =/ QI/ '�39413' 2 W j G�EEKP _ - - - - - -__ ___ Q LEGEND: 7- 59^E / ---- EXISTING RIGHT OF WAY LINE 3 56a49 (�OP� / EXISTING ROW-1 �J U �/ RETAINING WALL PROPOSED RIGHT OF WAY LINE RETAINING WALL FACE OF CURB \ PROPOSED ROW \ AE-XT5��N G ROW PLAN SCALE: 1"=20'-0" n3 / m n0 a EXISTING GROUND @ '^ 410 w 00 BACK OF SIDEWALK 410 V 1 o............................................................................J...........................................................................................'................................................... ..................... CURVE DATA O ................. .................................n :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ............................................ �1 m PI STATION DELTA RADIUS LENGTH TANGEN ?.:0 '........`.'.�:: ...........:::.. :...::::....:..........:...:.....:ALL......::::.......::.........::....... . .......:J............................................................ _}...J................. ........... .............. J....J......................... rn 0................................................ .............................................. 216+91.73 62'04'S5" 527' 571.02' 317.17 .. Q............................................................ Q....Q......................... 410 410 ......................... _ r1........................... .....�..::.. :::::::::::::::::::::::::::::::::::::......:::::::::::� . ................. . .. ...............................Ld O' .. ... ............................................. ........ .........w ::::::TOP:OF: OLDIEfZ:::::......a Ei...........................................................ai w::�i�:::...................... :::::::: PILE W A .:. .:::::: ........ :. ...... . ...... :: .........., .. . ................:: 0 :.::..:.:.:.:,m,O . ...... w I-- -..t.,r.+b.o-.:..:.:......:.:.....:.:...:..:..:..:.. 400........... . w :.:..:....::..:..:..:..:.....:..:.. 00 .......... .............-. _ _5:00% ::':::::::::::::::::::::: ::::::::::::::::. ..............: .. .. -7.00%::::......::::.................: ...................................................................... _. 5.28q .... 390 390 ........................................... ___................................................................r.�..... . .... -- .............. EXISTIN GROUND:::: :�:=:-_ _: _:::::::::::::::::..................................................... �. ® ROAD AY:' ... ......... ......... ......... ......... -- _.� ......... ......... ................. ...................... ........................................................-...-- . . �. w ::::: _ --.- �� J.: :.......: :.:.....: :.......: :.......: :.......: :. �... _ 380 ........ ......... ......... ......... ......... ......... ..... -.- _ . ......... ......... ......... ......... ......... �......: :.......: ::::::. w E� - - 0 ::::: ::::::::: ::::::::. ......... ..... ::::::.:D 0:::::::: ::::::::: ......... ::::::::: ::::::::: ¢:::::::: ......... _ -- _ __ ...... ....EEA ......... ......... ......... ......... ......... ....... . ..g .... .. ....... ....... 97..... -- ........ .... �... ......... ......... ......... ......... ......... ......... ........�S`........ ......... ......... ......... ......... ........ ..'..'.'..'. ....... ....... ..'1 �.....'..'.'.'.'..'. .... ...tS O.'.'.' ......... ......... ......... ......... ......... ........Di O........' ......... ......... ...... ......... ........ ....... ....... '..J.. ....... ....... ... 370 .... .... .... ......... ......... ......... ......... ......... ......... ........ro ......... ......... ......... ab 4 ::::::: ......... ......... ........: :.......: :.......: ..4.. a :....... 370 .... .........................J................................................................. .. ....... ..... ..................................-.J...........................-..... ......... .....:. . ..... .....: ::: W@ ............................................ ........�0�:............. .:.:.:.:.:.".. .... ...........w m ....... .......... ........... ......... : ::::... Mr.................. ...... O 0........ .......I.. .... .. . . ... ... . .. ...... ..:..... ......... ......... . ...... . o o... ......... . ......... .......... . . .. I. . n.. ......... . 0:: . o :.. 360 :.. 360 212+00 213+00 214+00 215+00 0 -1 0 10 0 10 20 w m w m 1"=10' PROFILE scale feet P 20 0 20 40 SCALE: H: 1"=20'-0" V: 1"=10'-O" 1"=20' scde feet ' _ DUVALL AVE NE 2/24/04 33301 9TH AVENUE SOUTH CITY OF 292,E ^' FEDERAL WAY,WASHINGTON °� RENTON ROADWAY IMPROVEMENTS �rsr� r BERGER/ABAM 98003-2600 a...AMH Twat b� E N 0 1 M E EN VOICE:(206p431-z3oo NpS Planning/Building/Public Works Dept. RETAINING WALL PLANS AND PROFILES S—Z ,...;: FAX: (206)431-2250 N0. REVISION By DATE APPR ' SHEET 2 EXPIRES MWXH 15,2DDA 1{jng couTEty :rg4-` CtP 121 131 c•) 0 c/)I 6" OF 5/8" (-) N CRUSHED ROCK N 2 OR FLATTER 6��� 1 OR FLATTER %\ wij, 4"=6" QUARRY SPALLS w MAX FACE %� IL VOID 6" -- %j i APPROVED FILTER FABRIC o Y MAYU BE REQUIRED UNDER //� CERTAIN SOIL CONDITIONS Do 0 j. 0 Q f CHINK VOIDS, 6" OR GREATER 12" MIN i,,i 6" PERFORATED DRAIN PIPE, RUN TO STORM SEWER OR AS DIRECTED BY THE ENGINEER UNDISTURBED SOIL OR COMPACTED FILL ROCKERY DETAILS SCALE: 1/2"=1'-0" THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY. H THE ROCK SHALL BE PLACED AS TO LOCK INTO TWO ROCKS IN THE TIER. 1 MAN ROCKS 150 LBS MIN 300 LBS MAX SIZE 10" IN ITS LEAST DIM. 2 MAN ROCKS 300 LBS MIN 800 LVS MAX SIZE 13" TO 18" 3 MAN ROCKS 800 LBS MIN 1500 LBS MAX SIZE 1B" TO 24" 4 MAN ROCKS 1500 LBS MIN 2100 LBS MAX SIZE 24" TO 32" 5 MAN ROCKS 2100 LBS MIN 3000 LBS MAX SIZE 30" TO 38" ANY ROCKERY GREATER THEN 8 FEET IN HEIGHT MUST BE DESIGNED AND INSPECTED BY A LICENSED ENGINEER WITH GEOTECHNICAL EXPERTISE. THE ENGINEER MUST CERTIFY TO THE CITY THE ROCKERY WAS INSTALLED IN C) ACCORDANCE WITH PLANS AND SPECIFICATIONS. ROCKERIES 7 FEET AND LOWER SHALL BE CONSTRUCTED OF 4 MAN TO 2 MAN ROCKS FROM BOTTOM TO TOP. ROCKERIES 7 FEET AND HEIGHT SHALL BE CONSTRUCTED OF 5 MAN TO 2 MAN ROCKS FROM BOTTOM TO TOP. �� L. xXyZl DUVALL AVE NE 2/24/04 333019THAVENUESOUTH DES CITY OF ROADWAY IMPROVEMENTS _ zazix i •' + fl' i FEDERAL WAY,WASNINGTON -� RENTON �tsr� BEkGER/ABAM 96003-2600 '�"H i _..J DATUM tgyN, ENOIREER. i x e.VOICE:(206)131-2300 —NAS M Planning/Building/Public Works Dept. RETAINING WALL DETAILS "S—.3 1 ff ��122 131 FAX: (206)431-2250 EXPixES MM[H S,2Da6 ICiIEg���, `"m�'t'^' NO. REVISION BY DATE APPR �� , SEC. 3 T. 23 N . R. 5E. W. M. c N / 1 I t 1 O PROPOSED ROW PROPOSED CURVE DATA RETAINING WALL I ROW BACK OF SIDEWALK PI STATION DELTA RADIUS LENGTH TANGENT BACK OF SIDEWALK 207+21.77 62'58'56" 531.50' 584.25' 325.59' O��O N/ CO CD XISTING ROW / f / / Z 2pg+00 �, FACE OF CURB CRFFk A SF —FAH OF—CURB / \ P \ 82 R'573 74 + 39.5 RT BACK OF SiE1EWWALK 1 n� _ _ BEGIN WALL , ` \ 3 g 50 R 8+70 B ST 208+00 —{ // / EXISTING ROW 1 \ �\ -� E WAIL_ man MSE RETAINING WALL I ( ^ \_-P LAN M -SCALE: 1"=20'-0" LEGEND: w ---- EXISTING RIGHT OF WAY LINE 450 450 PROPOSED RIGHT OF WAY LINE ....... RETAINING WALL ......... ......... ......... ......... ...... ......... ......... ......... ......... ......... ......... ......... ......... . .......: :.......: : 440 ......... 40 ......... ......... ......... ......... ......... ......... ......... J........ ......... ......... J... ......... ......... ......... ......... ....... ....... ....... .... .. .... ....... .. ........ ......... ......... ......... Q........ ......... .......:: ....Q.... ......... ......... ......... ......... ......... ........ ....... ..... . ....... .... .. ... 430 . EL' y:p 0 � TOP OF o-.':..: ... ......... ......... ......... ........ D_... :: :........ o........ MSE WALL:: :: ... ........ ......... ......... ....... ...I... ®;BA :I(;qF; 51D ,AtK:.':: ......... ......... ....... ......... ......... ::w:~:::: ......... :::::: :: ........ . ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........: :.......: :.......: :. 420 -4.. ... ......... ......... ......... ......... ......... 639, _.-. 77: _- _. _ ..... .. 410 -.- - - - ::::::: ....... 410 07 .. ....... ....... :.......: .......: ..... .: .......: .. . ..: :.......: :.......: tiC:....:.: :....... ....... .::�Qr:.: :....... ....... ....... ... —_ ....... ..... ..... ....... — .. E ISTING :GR UND::::: 3 ...... -.—._ ....... .:. ...: 0 ROADWAY CL::::::: LL::::::: _ ...... ......... .. 400 ......... ....... ......... ......... ..... tlOT7OM bF :::::: ::':t+:::: �_._.. ..:::::: 400 ......... .MSE WALL +:::::: ..ao ..... ....... ....... E-........ ....... ... ......... ........ ......... ......... ......... ......... ......... ......... ........J 0........ ......... ..J•�... ......... ......... ......... ........ ....... ....... ....... ....... ....... ... ... ....... ....... w m:::::::: ::::::::: ::::..... .. m... ......... ........ 390 ......... ......... ......... ......... ......... ......... ......... ......: :.......: :.......: :.......: :........ ........ 390 207+00 208+00 209+00 210+00 211+00 1 10' 10 0 10 20 "= ale PROFILE 2so 0 20 fe40 �l1i o SCALE: H: 1"=20'-O" V: 1"=10'-O" 1"=20' oQ x scale feet agN .... , 33301 9TH AVENUE SOUTH uEs °"°°"° "" "�°" �r CITY OF DUVALL AVE NE ROADWAY IMPROVEMENTS 2/2a/oa �121 - !��, O ,•� FEDERAL WAY,WASHINGTON RENTON RERGER/ARAM 98003-2600 AMH DATUM ' E N B I NEE R O.W. I N c.VOICE:(206k431-2300 irws a� Planning/Building/Public Works Dept. RETAINING WALL PLANS AND PROFILES "S—q- EXPIRES MARCH 15,Z04 K/ilg Cp�Ty �"xn$" FAX' (206)431-2250 NO. REVISION BY DATE APPR �� SHEET 1 '�"123j 31 to SEC. 3 T. 23 N . R. 5E. W.M. C01 N � PROPERTY / � -- LINE, TYP / PROPOSED ROW EXISTING ROW I / � . '• •� MNC COUNtt � PROPOSED ROW BACK OF SIDEWALK CV E-Or-CURB -�— —� 777? Q GO + / 26 213+00 FACE QrCURB m z CD� qq IFY w / - - - - - - - - ---- - �Q Z r A959 �G =1 568' EXISTING ROW B STA 215+40 LEGEND: U MSE RETAINING WALL r \ FACE OF CURB END WALL RT ---- EXISTING RIGHT OF WAY LINE W ! PROPOSED RIGHT OF WAY LINE " PROPOSED ROW ! RETAINING WALL r H STA +60'��E TING ROW PLAN H/ 3 . RT SCALE: 1"=20'-O" BEGIN WALL m 410 410 l/1 ..................................................................................................................................................................................................................................... ....................................................................................................................................................... ............................................................................................................................................... ................................................................................ CURVE DATA O ............................................................................. ............................................................................................................................................................................... ........:::::::: PI STATION DELTA RADIUS LENGTH TANGENT ...............J............................ .................................................................................................................................................................::::: .. ...............�............................J......................................................................... 400 216+91.73 62'04'55" 527' 571.00' 317.15' r:........::::...... ::....... ......::::::: ............ .... :::: : :::::::::::::::::::::::::::::::::::::::: o_...:::: ::: ::::::::::: .::::::::::::::. 1. . ... ... .jO....... . O . :.::::::.: : ::::.::::.:::::.:::::::::::::::::::::::: 390.. . . .w� . .............� .......... m ................................................................ . ......... .. .:..::.:......:.:. 390 TOP.OF MSE ALL may_ .: ...... a .:::... -.r. 59 . ........ In 380 ....... ....... ....................................... ..�........n .._._._._........ ................................................................................. ,,,�.............. EXISTING ....... ...... .......... ............................ GROUND ® B CK. ..... ...W..... .'.'.'.'.'...'..w. _. .... -_ w t .......'..'........ w OF SIDWALK.. 0 ... _ -- _ :':... 3:' 'i2.0 9 370 ::. Iri w... _ _ - _ 370 .... ........M ....... .... .... ........ ...... ........ ..... ..... ——— _ __ .... ....... .. ... ..... F-......:: ... ......£XI TING:GR ND:::::: _. _ ... ....... ........ .... .... ........J�........ .... _ m:::::::: ::::::::: :::::: m o:::::::: ......... OaDwaY: �::::::.: ..... - ......... _ .......................................... µ... ........................................J.. .'......... .......'..'...'. ..'. .......'..'. ...... ........ ...... ........ ...... ....... ...... — .... ......... ......... ......... ........J 0........ ......... ......... ......... ......... Q..... ...... ......... ....... ....... ....... ....... ....... ....... ....... ... 3........ B. TTQM;OF; SE:WALL :........ 360 .... ......... ......... ......... ......... ......... ......... ::::::::: ......... .... ......... ......... ......... ......... ......... ......... �0:::::::: ........ .. ....... ..........m...........'.'. of�:::..... o �:. .... ......... ......... ......... ......... ......... ......... ......... ......... ........ H ..... .._... d O........... w m 350 212+00 213+00 214+00 215+00 M o 10 0 10 20 ~ scale feet PROFILE wm 20 0 20 40 o* SCALE: H: 1"=20'-0" V: 1"=10'-0" a,. scale feet 33301 9TH AVENUE SOUTH N >.� " "' l► CITY OF DUVALL AVE NE w 2/24/04 '+V'Wnw�!•. O _`''`i•i.......:...:. DES wmca. �� FEDERAL WAY,WASHINGTON -n RENTON ROADWAY IMPROVEMENTS ' qff BERGER/ABAM 98003-2600 AMH EKG 1 MEERN 1 N c. DATUM VOICE:(206)•131-2300 ;,,� � Planning/Building/Public Worms Dept. RETAINING WALL PLANS AND PROFILES S-5 FAX: (206r131-2250 '� SHEET 2 EXPIRES MPRCH K.2DD6 King CourEty �'r:< c£>��s�V��� N0. REVISION BY OATS APPR "6EP 1246131 i TYPICAL WEST LANE CLOSURE PLAN i — Z ... .._........._....... I o I I / PHASE I CONSTRUCTION \ /�\ ---- ROA D I ------- I - AHEAD CV r I I AONWORK \ � � I I \`.\ I ------------� ---- --------__ - I i-- 1 I I l I - I TRAFFIC ARMER TEMPORARY 4" PAINT STRIPE W/ CHANNELIZATION D CES t �� TE OR .Y 4" PAINT STR E ' CONTRACTOR -" r V \ WORK AREA 220'. PER 250' I 25 r / Wz 1 I —�— / -----�-- I O + -----I ----- �001 --------- --- N 1 �9e 1-ee 1 1.91'+®'�- 95+00 D 00 198+00 199+0�VALL AVE.NE -e�200+60 1 f'�' W�.- - -- _+.- - D VALL AVE NE _.-.- .-1 I' : L - - - � - - - - a���+++'T IW Z Z — w — X S 250' Q r25 � 1 0 \ TRAFFIC CONT OL NOT S� ' t I 1. ALL SIGN XA ES AND ARRICADE FACE MA RIALS� SHALL CONSIST OF HIGH INTENSITY RETRO REFLECTIVE SHEETING. I I I E 1 I I I y , 2. EACH SIGN SHALL BE MOUNTED ON ITS OWN 4"x4" WOOD POST. ' I 3. ALL WORK ZONE TRAFFIC CONTROL SIGNING SHALL BE BLACK LETTERING ON AN ORANGE BACKGROUND OR AS DIRECTED END LEGEND BY THE ENGINEER. ROAD I I i 4. SIGNS SHALL BE PLACED 2 FEET TO 6 FEET FROM THE EDGE OF THE PAVEMENT OR AS DIRECTED BY THE ENGINEER. 'ROAD WORK WORK , I I 5. SIGNS SHALL BE MOUNTED AT A MINIMUM HEIGHT OF 7 FEET MEASURED FROM THE BOTTOM OF THE SIGN TO THE TOP OF PAVEMENT. ® RETAINING WALL 6. ALL EXISTING SPEED LIMIT SIGNS WITHIN THE CONSTRUCTION ZONE SHALL BE COVERED DURING CONSTRUCTION AND ~-----r_ 1 UNCOVERED AFTER CONSTRUCTION. ® CONTRACTOR WORK AREA 7. NOTIFY ENGINEER A MINIMUM OF 2 WEEKS PRIOR TO COMMENCEMENT OF WORK. 8. ONE LANE (11'-0" MINIMUM) OF TRAFFIC SHALL BE OPEN EACH WAY AT ALL TIMES. CONCRETE TRAFFIC BARRIER 9. GRIND (REMOVE) EXISTING PAVEMENT MARKINGS THAT DON'T APPLY. i Z H ROAD 1 WORK ' AHEAD I AD WO 1 RK \ I I \� ------- t TRAFFIC BARRIER `� T I'ORARY 4" PAINT STRIPE ' TEMPORARY 4" PAINT STIR ``� 220' APER i 250' I 25I I IN �HANNELIZATION DEVI C S 25 \ TRAFFIC t I \ u O Lt.) \\ --6-11---- ---- BARRIER-- I , Q p�p1-- / \ ----- ---- -- - -- — ' - -- --- ' —I— / --- - 1— -- - --�/ IOO PtI F� N rcj) Z � I E �>9e+ee— ' 191Go 1 s2+ 196+Oo '�t47+00 198+00 199+0� — .z00+0o D YALL AVE.N DUVALL AVE: JVALL AVE.NE LLJI Zviiai W a V --- --- — —__— -- S G Q bvriA� \ -- --- --- — — — — - t CO TRACTOR � _ w � � ' � ' ' 250' a 25 — .. � I i o i , WO K AREA , - i '250' END ROAD I SIGN PLACEMENT SEQUENCE 'ROAD WORK I y,� 1. ROAD WORK AHEAD AHEM I ' , 1 I 2. TRAFFIC REVISION 3. MERGE TYPICAL EAST LANE CLOSURE PLAN (TYPICAL) 4. SPEED LIMIT 40 O 40 80 y,P PHASE III CONSTRUCTION scale feet °p xAsyr LrA _ .V'P.., A DUVALL AVE NE w22/24/04 FEDERAL AL AVENUE SOUTH CITY OF ROADWAY IMPROVEMENTS _ 23212 ,y,.~... '--'-'� FEDERAL WAY,WASHINGTON AM RENTON BERGER/ABAM 98003-26M �a''H DATUM rA� IDNAl. ' % E x a i x E E x� 1 x t.VOICE:(206)431-2300 NAs - u � Planning/Building/Public Works Dept. TRAFFIC CONTROL PLAN TC—i FAX: (206)431-2250 • v .a. EXPIRES n�AecH S,IDD6 King Cp�Ty *:xzsri%� N0. REVISION BY DATE APPR �� PHASE 1-SHEET 1 1266131 CM ROAD CD KING COUNTY PORTION — TRAFFIC CONTROL — PHASE 11 WR END (CONSTRUCTION OF SOUTHBOUND LANES) ROAD WORK SOLDIER PILE RET�I�N 7 ...... ......... c\I WALL "::::: . . ........ ...... .. ........ Z, ROAD END W011:K , RopDTEMPORARY 4" PAINT STRIPE WORK ?So• W/ CHANNELIZATION DEVICES AHEAD CONTRACTOR'S III WORK AREA 001 SOLDIER PILE RETAINING .10. FIC BARRIER jurAn ) ROADWAY PROPOSED OIVEWAY wl TRAFFIC CONTROL NOTES . ....... 1. ALL SIGN FACES AND BARRICADE FACE MATERIALS SHALL CONSIST OF HIGH INTENSITY RETRO REFLECTIVE SHEETING. IIIW '2. EACH SIGN SHALL BE MOUNTED ON ITS OWN 4%4" WOOD POST. ROAD WORK ALL WORK ZONE TRAFFIC CONTROL SIGNING SHALL BE BLACK LETTERING ON AN ORANGE BACKGROUND OR AS DIRECTED BY THE ENGINEER. LEGEND 4. SIGNS SHALL BE PLACED 2 FEET TO 6 FEET FROM THE EDGE OF THE PAVEMENT OR AS DIRECTED BY THE ENGINEER. 5. SIGNS SHALL BE MOUNTED AT A MINIMUM HEIGHT OF 7 FEET MEASURED FROM THE BOTTOM OF THE SIGN TO THE TOP RETAINING WALL OF PAVEMENT. 6. ALL EXISTING SPEED LIMIT SIGNS WITHIN THE CONSTRUCTION ZONE SHALL BE COVERED DURING CONSTRUCTION AND CONTRACTOR WORK AREA UNCOVERED AFTER CONSTRUCTION. 1-�1 7. NOTIFY ENGINEER A MINIMUM OF 2 WEEKS PRIOR TO COMMENCEMENT OF WORK. CONCRETE TRAFFIC BARRI 8. ONE LANE (11'-0" MINIMUM) OF TRAFFIC SHALL BE OPEN AT ALL TIMES. ROAD %la WH END .... ........ ROAD WORK .......... TEMPORARY 4" PAINT STRIPE �. \ r/ �j ""_ \ 1- ' W/ CHANNELIZATION DEVICES RDAD \\ \''/ \ � i�j .' /%///� ROAD WORK .... ......... "0- C) Ilp TRAFFIC III BARRIER \-MSE RETAINING WALL ROADWAY PROPOSE cb KING COUNTY PORTION TRAFFIC CONTROL PHASE IVRul 111 0 EN (CONSTRUCTION OF NORTHBOUND LANES) Ll R0 AD WORK ACTOR SIGN PLACEMENT SEQUENCE .......... AREA 1. ROAD WORK AHEAD 2. TRAFFIC REVISION 3. SPEED LIMIT Ilv 50 0 50 100 P w 11 <', S" sccle feet CITY OF DUVALL AVE NE 2/24/04 33301 9TH AVENUE SOUTH 21 212 FEDERAL WAY,WASHINGTON DES RENTON ROADWAY IMPROVEMENTS tgypl,4y ',+, I O BEli6ER1AHA;M 98003-2600 AMH DATUM — EkIINEER i x e.VOICE:(206)431-2300 —NAS Planning/Building/Public Works Dept. TRAFFIC CONTROL PLAN 7-2 FAX: (206)431-2250 NO. REVISION BY DATE APPR —6L, — rNFIRES MMCH t5,206 PHASE 1-SHEET 2 127i3l NOTE: THE FOLLOWING ARE PROPOSED CONSTRUCTION CITY OF RENTON (DUVALL AVE) — CONSTRUCTION SEQUENCE — PHASE I I I PHASES AND METHODS ONLY. THE CONTRACTOR SHALL t SUBMIT HIS CONSTRUCTION SEQUENCE AND METHODS O1 CONSTRUCT DETENTION TANKS LOCATED NEAR THE SOUTH END OF PROJECT r "' .. ..."•"" ""- - TO THE ENGINEER FOR APPROVAL. SEE SHEET ?? FOR LOCATION TO PROJECT O I i I � 2 CONNECT EXISTING STORM SEWER TO DETENTION POND `T r ��` 83 PLACE TRAFFIC CONTROL SIGNS & CONCRETE BARRIER ALONG ROADWAY I 4 N I PER SHEET 43 — — — ----- , � 4 CONSTRUCT TESC FEATURES CLEAR & GURB \� EXCAVATE TO PROPOSED GRADE & HAUL I � I I I 7 CONSTRUCT PROPOSED STORM SEWER SYSTEM (W/CONNECTION TO PHASE II SYSTEM) \/ i WI i i 8 CONSTRUCT PROPOSED CURB, GUTTER, & SIDEWALK I O OI 9 CONSTRUCT REVISIONS ADJACENT TO PRIVATE PROPERTIES (DR WAYS ETC.) Au I I I LO - -- \\� -------------- ---------- + +I — I `� 10 CONSTRUCT PROPOSED SOUTHBOUND ROADWAY LANES W _ O OI ————— ---------- ---=--�—' ----1----- O 00 1-1 — — U ——— I —— — —— ————— ——— — ———— ——— — —— — — — —e—— ——— —__ / — L AVE.HE _• W zb — — — ——— — — — ———— — — — ——— — — ———— — —— _ L `ii 1p;f Lull 1 � � E ' I I � � CITY OF RENTON DUVALL AVE — CONSTRUCTION SEQUENCE — PHASE III I I • 1 PLACE TRAFFIC CONTROL SIGNS & CONCRETE BARRIER ALONG ROADWAY ... ... _...........-------_.. ... ._..........' ' PER SHEET 43 ' 2 CONSTRUCT TESC FEATURES TT / 3 CLEAR & GURB 4 EXCAVATE TO PROPOSED GRADE & HAUL ----- �� 5 CONSTRUCT PROPOSED STORM SEWER SYSTEM (W/CONNECTION TO PHASE II SYSTEM) 6 CONSTRUCT PROPOSED CURB, GUTTER, & SIDEWALK �� CONSTRUCT REVISIONS ADJACENT TO PRIVATE PROPERTIES (DRIVEWAYS ETC.) I E E 8 CONSTRUCT PROPOSED NORTHBOUND ROADWAY LANES \/ O O PLACE FINAL LANE PAINT STRIPING AND MARKINGSLO I LO O OI ' --- ---------- ---=-—'--' ----—�------ W i O CC) it ----- i— �I O .— c C\1 a Q I- — — — — — — —— ——— — —— — — — — — — — — — —— — ``^^ vJ 2 -. E E 1 Z e ---- ----_l:-i—=:— - - - - -- --- inn (U� \ I I I I 40 0 40 80 L•PXI scale feet t '�p v. 4N .A.�m "` ' 333a1 GITH AVENUE SOUTH "�"' CITY OF DUVALL AVE NE z/za/oa O jYA. DES «a. ROADWAY IMPROVEMENTS '�®°'° R7xls ' "'"\ FEDERAL WAY,WASHINGTON RENTON favnt�, i t BERGER/ABAM 96003-2600 AM" ..5. E x R I x E E R x i x c.VOICE:(206)431-2300 Nps Planning/Building/Public Works Dept. CONSTRUCTION SIGN SPECIFICATIONS CS— OIPIRES MaccFl S,iaa6 FAX: (206)431-2250 NO. REVISION BY DATE APPR ""x"`m"'a' SHEET 1 King Cotmty cLv 129 i 31 cli U \ SOLDIER PILE OI I / RETAIN WALL 07 I =- �'' .. / CONTRACTOR'S WORK AREA III'' IIII / �,. • • • _ _ �'• SOLDIER PILE — i 6 r —� ;, ��\ •• t?re o • RETAINING WALL /PROPOSED \ �� TRAFFIC BARRIER / D 27VEWAY KING COUNTY PORTION — CONSTRUCTION SEQUENCE — PHASE II O1 CONSTRUCT DETENTION POND LOCATED NEAR THE NORTH END OF PROJECT \+\ SEE SHEET ?? FOR LOCATION TO PROJECT \� PLACE TRAFFIC CONTROL SIGNS & CONCRETE BARRIER ALONG / �-• �, _ EXISTING SOUTHBOUND SHOULDER FROM B STA 205+50 TO B STA 217+00 PER SHEET 44 \ LEGEND 3 CONSTRUCTTTESC TESC FEATURES ✓ 1 \ —� r�� /� / 4 CLEAR & GURB 5 EXCAVATE TO PROPOSED GRADE & HAUL ® RETAINING WALL \ 6 CONSTRUCT SOLDIER PILE RETAINING WALLS CONTRACTOR WORK AREA 7 CONSTRUCT PROPOSED STORM SEWER SYSTEM (W/CONNECTION TO PHASE II SYSTEM) CONCRETE TRAFFIC BARRIM� 8 CONSTRUCT PROPOSED CURB, GUTTER, & SIDEWALK 9 CONSTRUCT PROPOSED (2) SOUTHBOUND ROADWAY LANES \ 'Lau 1 0 TRAFFIC PP I� BARRIER MSE RETAINING WALL /PROPOSED �r D�t1VEWAY \ KING COUNTY PORTION — CONSTRUCTION SEQUENCE — PHASE IV \ O PLACE TRAFFIC CONTROL SIGNS ALONG NEW SOUTHBOUND LANES & CONCRETE \ BARRIER TO SEPARATE NEW LANES AND CONSTRUCTION OF NORTHBOUND LANES \\ FROM B STA 205+50 TO B STA 217+00 PER SHEET 44. CLEAR & GURB \ CONTRACTOR 3 EXCAVATE TO PROPOSED GRADE & HAUL \ WORK/AREA /' 4 CONSTRUCT MSE WALLS \ �\ FINISH CONSTRUCTION OF STORM SEWER SYSTEM AND CONNECT TO PHASE I SYSTEM 6 CONSTRUCT PROPOSED CURB, GUTTER, & SIDEWALK 7 CONSTRUCT PROPOSED CTR TURN LANE & (2) NORTHBOUND ROADWAY LANES 50 0 50 100 PLACE FINAL LANE PAINT STRIPING AND MARKINGS scale feet C!� N 333019TH AVENUE SOUTH ""I'M— A CITY OF DUVALL AVE NE /24/04 i%'"" DES ROADWAY IMPROVEMENTS aaeie ,$ ;', •' ." FEDERAL WAY,WASHINGTON Ss4 • RENTON rar�1 gy BERGER/ABAM 98003 26oD "'"H '' ����"�"� f DATUM E N•I N E ENE 1 N a VOICE:(206p131-2300 —NAs .K Plonning/Building/Public works Dept. CONSTRUCTION SIGN SPECIFICATIONS CS-2 ` FAX: (206)•131-2250 •«o�,� EXPIRES—MARCH 15,2�6 1{jng CpElEE[)r '�'-0 `w.. NO. REVISION BY DATE APPR �� ""ECpp1p'a' SHEET 2 130 131 RENTON PLANNINGBUILDING/PUBLIC WORKS DEPARTMENT TRANSPORTATION SYSTEMS DIVISION DESIGN REVIEW Project: Duvall Ave.NE/Coal Creek Parkway SE Reconstruction Review Type: 60% Plans Project Manager: James P. Wilhoit Phone# (425)430-7319 To: v-�s �(C)��f S l Attn: &'/+I -5 Date: 2 5-10S— Transportation Design Community Services Transportation Operations Fire Transportation Planning Police Storm Water Utility SPU Waste Water Utility Metro Water Utility PSE Street Maintenance 360 Network(Fiber Optics) Utility Maintenance COMCAST Construction Inspection QWEST Development Planning WSDOT Plan Review Coal Creek Utility District Planning and Technical Services King County Roads PLEASE REVIEW AND RETURN THIS FORM WITH YOUR COMMENTS TO PROJECT MANAGER BY: March 11, 2005 IF POSSIBLE PLEASE USE ATTACHED FORM FOR COMMENTS-MAKE ADDITIONAL COPIES AS NECESSARY. Reviewer check appropriate space(s): No comment Reviewed by: See comments below Date Reviewed: See comments attached See comments on Plans Approved by: 7- See comments on Specs Date approved:_ 1 r Gov L I1'C CAN 10 KC ©C TWCS(= Comments: i7v uM C /4N 0 6-t VC: ME yc")4 4)Npu'r5 , cl-CC,T AOto cfrLc�` Arr tom) CA��,1 TTCtJ 5 T6�YJ f V) HADIVISION.S\TRANSPOR.TA RDESIGN.ENG\jwilhoit\duvall\partners\design\60review\REVIEW60.DOC Duvall Avenue N.E. / Coal Creek Parkway SE Reconstruction Project 60% Design Review Project Manager: _James P. Wilhoit Phone# (425) 430-7319 2/24/05 Sheet or Para. Or Reviewer Page No. Detail Initials Comments Designer Response (if applicable) H:\D1V ISION.S\TRANSPOR.TAT\DESIGN.ENG\jwilhoit\duval l\partners\design\60review\duv60rvcmt.doc Duvall Avenue N.E. / Coal Creek Parkway SE Reconstruction Project 60% Design Review Project Manager: _James P. Wilhoit Phone# (425) 430-7319 2/24/05 Sheet or Para. 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