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Home My WebLink About405_RS2_ExchProperty_As-BuiltPlans1-405 CORRIDOR DESIGN -BUILDERS a L9 I 0 7 TI 3 ESo �"0.1 ! I ! 1 _____ ------------ AI DRNAGE SEE DRAM ALIGNMEN' FILL MATCH TO EXISTING EXISTING GROUND CEDAR RW 12+49, 254' LT TO 12+72, 245' LT 13+59, 241' LT TO 13+88, 244' LT 13+87, 242' LT TO 14+09, 238' LT WSDOT RAN I WSDOT 11VAR IESIII Ij O�V,�PARp.NIE SPZ 8.5'-4'i , I VARIES 4 2'- 13' VARIES IT 34' SEE NOTE 1j TI 2SEE NOTE _ ---- 1 DITCH S --'- I COMMON BORROW, I i SEE NOTE 1 DRAINAGE OI�CH ! I SEE DRAINAGF PLANS FOR DITCH I I :OMMON BORROW, ALIGNMENT, PROFILE AND DETAIL. IEE NOTE 1 FILL. MATCH TO EXISTING ! I PLANS FOR DITCH EXISTING GROUND FILE AND DETAIL. - CEDAR RW 10~93, 282' LT TO 12+49, 252' LT 13+68, 244' LT TO 13+87, 242' LT CUT, MATCH TO EXIS TIN PROPERTY LINE STREAM MITIGATION AREA 1 DITCH -------------------- EXISTING _____EXISTING GROUND -- PROPERTY LINE STREAM MITIGATION AREA j I i I )ITCH IGE PLANS FOR DITCH PROFILE AND DETAIL. ACCESS, SEE CG -0-05. COMMON BORROW, SEE NOTE 1 FILL, MATCH TO EXISTING CEDAR RW 81'LT OFFSET TO ll9'LT OFFSET i 8' - VARIES RELEASED FOR 38'- 10T 1151-1 CITY OF RENTON RAN DITCH 3' FC j CEDAR AVE S ------------ / EXISTING GROUN ! i ---------------------- ---------- DRAINAGE ___DRAINAGE DITCH SEE DRAINAGE PLANS F OR DITCH r/ ALIGNMENT, PROFILE AND DETAIL ---- `COMMON BORROW, SEE NOTE 1 FOR SLOPE REINFORCEMENT DETAILS SEE SHEETS CG -M3 AND CG -0-04 SEE DRAINAGE PLANS FOR DITCH ALIGNMENT, PIROFILE AND DETAIL. CEDAR RW 12+72, 245' LT TO 13+59, 241' LT 14+09, 236' LT TO 15+46, 232' LT TYPICAL SECTION _itG 1 DITCH I 45Y - SEE GRADING PLAN VARIES 1.5% TO 2.2% CUT OR FILL, MATCH TO EXISTING NOTES: 1, SLOPE TO BE BENCHED INTO EXISTING HILLSIDE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-03.03(14) "HILLSIDE TERRACES'. 2. LIMITS OF FILL WITHIN WSDOT RIGHT-OF-WAY NOT TO EXCEED SIX (6) FEET IN HEIGHT AND NOT TO ENCROACH OVER FILL LINE SHOWN. PROPERTY LINE I 1 I ,P, ov-or I DITCH j r. 3gRiF3 _VARIES 7FFPF I �'-37^l N 751 R I I -----�-- - ------------------------------------------- DRAINAGE _ DRAINAGE DITCH _ COMMON BORROW, SEE DRAINAGE PLANS FOR DITCH DRAINAGE DITCH SEE NOTE 1 ALIGNMENT, PROFILE AND D D T SEE DRAINAGE PLANS FOR DITCH EXISTING GROUND ACCESS, SEE CG -0-05. FILL, MATCH TO EXISTING CEDAR RW 8'LT OFFSET TO 81'LT OFFSET J.BAUMAN 1 10 C. HERMOGENES f'7624 PACKAGE: RFC -1B AND DETAIL. CEDAR RW FLT OFFSET TO 119'LT OFFSET TYPICAL SECTION �B NTS C,` o-01 A Washington State Department of Transporl CUT OR FILL MATCH TC EXISTIN EXISTING PROPERTY ACCESS, TO REMAIN 1-405 CG -0.02 1-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE CONTOUR GRADING 6z3 WSDOT EXCHANGE PROPERTY VARIES I VARIES 3B'-45' 1 50'-71' I VARIES SEE NOTE 1 ' i JP51��iEP ! 11OS� I -- PROPERTY LINE STREAM MITIGATION AREA j I i I )ITCH IGE PLANS FOR DITCH PROFILE AND DETAIL. ACCESS, SEE CG -0-05. COMMON BORROW, SEE NOTE 1 FILL, MATCH TO EXISTING CEDAR RW 81'LT OFFSET TO ll9'LT OFFSET i 8' - VARIES RELEASED FOR 38'- 10T 1151-1 CITY OF RENTON RAN DITCH 3' FC j CEDAR AVE S ------------ / EXISTING GROUN ! i ---------------------- ---------- DRAINAGE ___DRAINAGE DITCH SEE DRAINAGE PLANS F OR DITCH r/ ALIGNMENT, PROFILE AND DETAIL ---- `COMMON BORROW, SEE NOTE 1 FOR SLOPE REINFORCEMENT DETAILS SEE SHEETS CG -M3 AND CG -0-04 SEE DRAINAGE PLANS FOR DITCH ALIGNMENT, PIROFILE AND DETAIL. CEDAR RW 12+72, 245' LT TO 13+59, 241' LT 14+09, 236' LT TO 15+46, 232' LT TYPICAL SECTION _itG 1 DITCH I 45Y - SEE GRADING PLAN VARIES 1.5% TO 2.2% CUT OR FILL, MATCH TO EXISTING NOTES: 1, SLOPE TO BE BENCHED INTO EXISTING HILLSIDE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-03.03(14) "HILLSIDE TERRACES'. 2. LIMITS OF FILL WITHIN WSDOT RIGHT-OF-WAY NOT TO EXCEED SIX (6) FEET IN HEIGHT AND NOT TO ENCROACH OVER FILL LINE SHOWN. PROPERTY LINE I 1 I ,P, ov-or I DITCH j r. 3gRiF3 _VARIES 7FFPF I �'-37^l N 751 R I I -----�-- - ------------------------------------------- DRAINAGE _ DRAINAGE DITCH _ COMMON BORROW, SEE DRAINAGE PLANS FOR DITCH DRAINAGE DITCH SEE NOTE 1 ALIGNMENT, PROFILE AND D D T SEE DRAINAGE PLANS FOR DITCH EXISTING GROUND ACCESS, SEE CG -0-05. FILL, MATCH TO EXISTING CEDAR RW 8'LT OFFSET TO 81'LT OFFSET J.BAUMAN 1 10 C. HERMOGENES f'7624 PACKAGE: RFC -1B AND DETAIL. CEDAR RW FLT OFFSET TO 119'LT OFFSET TYPICAL SECTION �B NTS C,` o-01 A Washington State Department of Transporl CUT OR FILL MATCH TC EXISTIN EXISTING PROPERTY ACCESS, TO REMAIN 1-405 CG -0.02 1-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE CONTOUR GRADING 6z3 WSDOT EXCHANGE PROPERTY 7 -1.23N R. 5 .—. SOUTHBOUND 1-405 1 405 LINE 1230 AZI N8405 LINE .. • • ////I/i///// _-.. I ./[L / Y.i. l/ /..... .., _ Ot i _X-. _ _ - "- _ S ... _ _ - _ - __ 1 `rC I —_ _ C% -i --X)(/. -- 2l. - }- 'T _ -_ w LL 141✓f _ ' - Cllf l PRIMARY GEOGRID BOTTOM --CE ' _ REINFORCING ELEVATION - - - - -. DAR/R - E. CEDAR 11W 13+75� - - .... R X50 SE _ CEDAR _ / _ CEDAR. RW�I a5 _ - -- n - _ _ - _ _ - LEGEND •- - _ Iso _ _ � - CEDAR RW --1 35 _ --. - _- , - _ __ • - -_ -_ f1� _ _ __. EXISTING MAJOR CONTOUR 190 EXISTING MINOR CONTOUR -200- PROPOSED MAJOR CONTOUR • • • -, ! ` _ 1 - - - - - - - PROPOSED MINOR CONTOUR 210. CEDAR STREAM WETLAND BUFFER - - '-- - - _ - - - - MOOT RIGHT OF WAY LIMITED ACCESS STREAM /.••.... __ _ - -C R W +7 -- -.CE _.- RW 12 �.--CEDARRW 1 CEDAR""RF/ 1M _ - oL1r CUT LINE R / ' BUFFE D R_ _ 10+75 ... .-CEDAR RW 18+7 S .; -- . CEDAR' -RW --15N i - FILL — FILL LINE STREAM MITIGATION � - � _ AREA ACCESS. - -. _ - - - SEE CG o os PRIMARY GEOGRID TOP I _ SLOPE ARROW -o --` - - -REINFORCING ELEVATION t -SEE NOTE 1 - - NOTES: 1. FOR PRIMARY GEOGRID REINFORCING - - - - - -- ELEVATION TABLE, SEE SHEET CG0O4. - _ - - - = _ -- - - _ - -- 2. FOR REINFORCED SOIL SLOPE DETAIL, SEE SHEET CG -0-04. ^� r - - • _ ._ _ - - - -_.�3. FOR CONTOUR GRADING PLAN. SEE / SHEET CG -"l. F;LL`-L Fi:L FALL -KL F,... ---y_. CEDAR -RW LINE FI,. PBL L min = 25' L min =.. 40' L min = 50• L min = 45' CEDAR AVE S _.._...... __'.. _ 0 90 90 • �''^_ >_-..- - _ SCALE IN FEET NO. ISSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN REmox sure l ; - 0 ri MANAGER: No. xExy I �. J. SAUMAN 10 WASH I-405 DESIGN P s s T 1-5 TO SR 158 CG -0-03 TASK LEAD: _ -„ STAGE 2 -WIDENING 1 OOlT7/N REISSUED R. PLAYER K LOREMSON C. HERMOGENES R PLAYER wNM= No. p ' � � 0 08111109 RELEASED FOR CON8TRUCTION ./B u srex�o Washington State B 07/18109 FlNAL DE810N •18 RPLAYER KLORENT80N C. HERMOGENES PACKAGE: �L�/ Department of Transportation AND SR 515 INTERCHANGE zg R PLAYER K LOREMSON J. THEODORE O E 7624 1T�+/7-d=F/-1 �`y "' T.•.. REINFORCED SOIL SLOPE PLAN (oi3 A 09/1/109 PRELIMINARY DESIGN R. PLAYER K LORENTSON J. THEODORE wre EXCHANGE PROPERTY SECONDARY GEOGRID (TYP) FINISHED GRADE, SEE NOTE 5 SEE CONTOUR GRADING PRIMARY GEOGRID REINFORCING ELEVATION TABLE f PLAN ON SHEET CG).01 SEE ROADSIDE RESTORATION PLANS FOR PLANTING DETAILS. SEE SHEET ECD -0-15 FOR EROSION CONTROL DETAILS—.-------------RVV BEGINNINGCEDAR STATIOLINE R I CEDAR STATIONLINE J LEN M N1OF EMBEDMENT Pe IIMARY GEOOR DMINIMUM REINFORCEMENTI BOTTOMNI PRIMARY GEOGTOP RID VARIES ------------------------------------L------ _ _ 1 MAX _ _ _ _ _ _ _ _ _ _ mP) COMMON BORROW (TYP) 1I.5�MAX i' MAX SEE TECHNICAL SPECIFICATIONS (TY 1�------------- --)_ ___________________ 2' MAX (TYP) PRIMARY GEOGRID 6'MIN. (TYP) SEE TECHNICAL SPECIFICATIONS ________________ ---------- L MIN (SEE NOTES 1 S 4) 1 SECONDARY GEOGRID (TYP) SEE TECHNICAL SPECIFICATIONS, SEE NOTE 2 REINFORCED SOIL SLOPE DETAIL NTS NOTES: 1. SEE PRIMARY GEOGRID REINFORCEMENT TABLE FOR MINIMUM LENGTH (L MIN)OF EMBEDMENT. O 2. SECONDARY GEOGRID MINIMUM LENGTH OF EMBEDMENT = 6'. 1D 3. LENGTH OF EMBEDMENT IS MEASURED HORIZONTAL FROM FACE OF SLOPE. a 4. SLOPE TO BE BENCHED INTO EXISTING HILLSIDE IN ACCORDANCE WITH F STANDARD SPECIFICATION 2-03.3(14) "HILLSIDE TERRACES". 5. SECONDARY GEOGRID LAYERS SHALL CONTINUE TO TOP OF SLOPE N ABOVE PRIMARY GEOGRID. 6. PRIMARY GEOGRID MAY BE SHORTENED BY UP TO 10% OF THE SPECIFIED LENGTH OF EMBEDMENT IF THE UNDERLYING BEDROCK IS ENCOUNTERED DURING EXCAVATION AND REMOVAL OF BEDROCK WOULD BE REQUIRED TO ACHIEVE FULL EMBEDMENT LENGTH. THIS REDUCTION IN LENGTH MAY ONLY BE DONE AFTER APPROVAL BE THE ENGINEER. v NO. ISSUE DATE ISSUE RECORD • DESCRIPTION DESIGNED BY ENTERED BY CHECKED BY DESIGN 0010" STATE 4MANAGER: NO. J. BADMAN _ 10 WAE11 5 Ate" 1-405 � DESIGN TASK LEAD; o a Y 1-5 TO SR 169 CG -0.04 J 1 0111271111REISSUED R PLAYER K LORENiSON C. NERMOOENES S oSHSR9 RELEASED FOR C0N87RUCTKNI -1B RPLAYER R PLAYER wIffRAW NO.er �� e ` -" Washington State STAGE 2 -WIDENING KLORENTSON C.NERMOOENES B oTreNoa nruL DESIGN • 1e R PLAYER K LORENTSON C. XERNOOENEB/��►� A 0812/ISS PACKAGE: 7624 NA` Department of Transportation AND SR 515 INTERCHANGE z PRELIMINARY DE910N R. PLAYER K LORENTSON J. THEODORE u "�` `- REINFORCED SOIL SLOPE DETAIL vs mNn au WSD07 EXCNeAI[:P oonoco� Q?z 1�� N E J y (NAVD) 88 0 u 0 T. 23N. R. 5E. W.M. ACCESS PROFILE Iu C. HERMOGENES 1 cnMtx�R PACKAGE-- RFI ACKAGERFI 11373 7624 AR 103+17.60 E405 722 N 175166.632 E 1301673.021 6 1 0 30 ea SCALE IN FEET NOTES: 1. SEE CONTOUR GRADING PLAN CG4I-01. 2. FOR DITCH ALIGNMENT, PROFILES, AND DETAILS, SEE DRAINAGE PLAN AND PROFILES. 3. FOR SLOPE ROUNDING, SEE DLS-0-02. 4. FOR REINFORCED SOIL SLOPE DETAILS, SEE SHEET CG4-04. S. FOR UTILITY INFORMATION, SEE UTILITY PLANS. S. SLOPE TO BE BENCHED INTO EXISTING HILLSIDE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-03.03(14) "HILLSIDE TERRACES". Liesi9n-Budders f2Ei EASED FOR CONSTRUCTION CONSTRUCTION LEGEND — -- — EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR —200— PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR ' ' ' ' STREAM/ WETLAND BUFFER --- WSDOT ROW ///////// LIMITED ACCESS - cur — CUT LINE - FILL — FILL LINE T— DITCH, SEE DRAINAGE PLANS TSLOPE N ARROW 1 0 30 ea SCALE IN FEET NOTES: 1. SEE CONTOUR GRADING PLAN CG4I-01. 2. FOR DITCH ALIGNMENT, PROFILES, AND DETAILS, SEE DRAINAGE PLAN AND PROFILES. 3. FOR SLOPE ROUNDING, SEE DLS-0-02. 4. FOR REINFORCED SOIL SLOPE DETAILS, SEE SHEET CG4-04. S. FOR UTILITY INFORMATION, SEE UTILITY PLANS. S. SLOPE TO BE BENCHED INTO EXISTING HILLSIDE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-03.03(14) "HILLSIDE TERRACES". Liesi9n-Budders f2Ei EASED FOR CONSTRUCTION CONSTRUCTION �A Washington State Department of Transportation 1-405 1-5 TO SR 169 CG -0.05 STAGE 2 -WIDENING AND SR 515 INTERCHANGE CONTOUR GRADING 623 WSDOT EXCHANGE PROPERTY 14' 3' ` SEE NOTE 1 ACCESS 260 -- 260 — - 2A0 17 MIN -- 230 -- 220 ^- -- 210 ti^ _.— 200 --- 3" MIN CSBC _— 160 - _ - -- 1 - Q _ --- 160 COMMON -- ------- -__BORROW, BORROW, SEE NOTE 6 - 170 EXISTING GROUN -- 160 DRAINAGE DITCH, 1 TE 2 0 s ALIGNMENT AND -- 160 HORIZONTAL BALE IN FEET PROFILE GRADE POI ~"'�—' TYPICAL SECTION 140 0 I6 ]S 104400 VERTICAL SCALE IN FEET NTS �A Washington State Department of Transportation 1-405 1-5 TO SR 169 CG -0.05 STAGE 2 -WIDENING AND SR 515 INTERCHANGE CONTOUR GRADING 623 WSDOT EXCHANGE PROPERTY