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HomeMy WebLinkAboutzD-2692SetI AS O CONNECT NEW PIPE TO EXISTING © REPLACE EXISTING GRATE WRH SOLID COVER DRAINAGE STRUCTURE. AND ADJUST TO FINISHED GRADE. OREPLACE METING GRATE WITH VANED ❑T REMOVE EXUiTING DNANIAGE STRUCTURE AND GRATE AS PER STD PLAN S- 011.0300 CONNECT UNDERDPAINS, AND ADJUST TO FINISHED GRADE. ❑0 INSTALL UNDERDRAINS AND CONNECT TO Mj ABANDON EXISTING DRADAGE STRUCTURE, DRAINAGE STRRU=RES MR DETAIL NOTES: t. SEE SHEET DM4LOI FOR DRAINAGE GENERAL NOTES. L SEE RETAINWG WALL PLANS FOR UNDERDRAIN AND WALL GUTTER DETAILS AT RETAINWG WALL 1-405 w 0 0 rr� 0 69 m ICAIE W FEET J t P J 1 EAIENT ht tY I I'll �jlff {1 t pJ I Uy '` -/'Sh E80 443: LJ Eaa I-1 L4 80UTiBOUNO NO6 [ 5 M 30 E9t� 2 °SEE NOTE 6 4 a9' /� NORIHBO�SN e� t SEE ENLARGEMENT SHEET DRA612 THIS AREA i 1❑ CONNECT NEW PIPE TO EXISTING © REPLACE EIGSTING GRATE WITH SOLID COVER DRAINAGE STRUCTURE. ORATE INLET TYPE 2 AND ADJUST TO FINISHED GRADE. LEGEND O REPLACE EXISTING ORATE WITH VANED ❑T EUNWW D�MIIRAGE STRUCTURE AND - t :.'* E%ISTING ` PROPOSED ORATE AS PER STD PLAN 8430.]600 CLEANOUT F CORRECT 72. � -� --'- -M—ST— AND ADJUST TO FINISHED GMDE. ❑S INSTALL UNDERDfU NS AND CONNECT TO ® S ABANDON EXISTING DRAINAGE STRUCTURE, DRAIMGE STRUCTURES PER DETAIL 1 -405 PER SECTION 7#3(2)01` WE STANDARD .a —M— SHEETS DRD409 AND D 14 T 4TI//ww n.�,. SPEGFICATONS. 1 - -- ABANDON AND FILL MIMING DRAINAGE JONalk ❑4 REMOVE UNITING DRAINAGE STRUCTURE GRd PIPE PER TECHNICAL SPECIFICATIONS. DRAINAGE CULVERT SEE NOTE 14 ON SHEET DRO . 10 CONNECT EXISTING PIPE TO NEW INLET. y� Ey © END ESTEEM PIPE AS NECESSARY TO CONNECT SHEET D 11 THIS AREA Itf '+T MOVING PIPE TO NEW DRAINAGE STRUCTURE. WIT1 - -- e� At Aft Sir In .. '..... 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SEE REINFORCED SOIL SLOPE PLANE FOR UNDERDRAIN DETAILS. 4. SEE SHEETS P 07, O 14, AND ROADWAY SECTORS FOR DRAINAGE BEHIND BARRIER. E. PROTECT EXISTING UNDER, MIN. IF DISTURBED DURING CONSTRUCTION, REPLACE AND RECONNECT UNDERDRAIN. B. GRADE AREA TO MIN TO EXISTING CB. SEE GRADING PLANS. w E27 to- n YQ C BERKSHRE APARTMENTS .: m ORATE INLET TYPE 2 _ 0 MNHOLE OR CATCH BASIN TYPE 2 WITH CIRCULAR FRAME AND COVER OC•0• CLEANOUT F DITCH RETAINING WALL ROCK PAD ® MEDIA FILTER DRAIN ILET 1 -405 DR-0-02 1-5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE g' DRAINAGE PLAN l CONSTRUCTION NOTES C E16 JOSV� NOTES: CONNECT HIM PIPE TO EXISTING © 8OL1D COVER AND FOR DRAINAGE GENERAL DRAINAGE SMUCTURE ACDJUST TO FINISSHED GRADE. 0 SEE RETAINING WALL BTRUCTURE AND EXISTING PLANS FOR UNDERDRAIN GRATECASEPER STD PLAN B-36.3DC0� DETAILS AT RETAINING CORENNMU UNOERORAINSINAGE WALLS. AND ADJUST TO FINISHED GRADE. ❑INSTALL UNDERDRAINS AND CONNECT TO O ABANDON EXITING DRAINAGE STRUCTURE, DRAINAGE STRUCTURES MAIL t �! X PER SECTION 1-06.3(2) OF WE STANDARD FOR DRAINAGE BEHNlD AND RPR BARRIER SPECIFICATIONS. ❑S ABANDON AND FILL EXITING DRAINAGE ! ❑q DRAINAGE . LTURE SEES INEW UNDEWRAIN DETAILS. NOTE 14 ON MEET 10 CONNECT EXITING PIPE TO INLET. PROTECT EXISTING UNDER. © EXTEND PIPE AS NECESSARY TO CONNECT qT EXISTING PIPE TO NEW DRAINAGE REPLACE AND RECONNECT UNDERDRAIN. { STRUCTURE. C E16 JOSV� NOTES: 1. SEE SHEET DR l FOR DRAINAGE GENERAL NOTES. 3. SEE RETAINING WALL PLANS FOR UNDERDRAIN DETAILS AT RETAINING WALLS. A SEE DRDCTIO ROADIN, AND ROADWAY SECTIONS X FOR DRAINAGE BEHNlD J BARRIER C WE REINFORCED SOIL SLOPE PLANS FOR UNDEWRAIN DETAILS. 6. PROTECT EXISTING UNDER. DRAIN. IF DISTURBED DURING CONSTRUCTION, qT �y REPLACE AND RECONNECT UNDERDRAIN. a u . . 100 kU.OFF -RAN ES 3 ES 3 0 q r5 RWOB(SEE NOTE 0) b 6 [ E%5._4 s 5 d 1 d �.E] , SOUTHBOUND NOS q EXISTING 13 SORM DRAIN 1240 TO REMAIN SEE �ILE — +— E99 3 E99 E12 -� SHEET DP -0-09 i LL x 1235 1240 — s _ _ yr _ E95 {'^h, a 14 g 'EE i TO TING M7 YSTORM GRAIN FR iiu SEE NOTE 2 SEE PROE ] g "' ° - Xb SHEET DP-0-10 , a t 8 R MILLL L AVE 8 �__- i}_°.'ts li i�d'_ _ !. .J NOTES: r–'• '" ., "' {4 �` �–(' t�'I.`. j 4 L� {�((4� – 1. SEE SHEET DR "l G _ t_..� i�_� i�I_.J.. 1ni- ...L_� �- �t–� 7 FOR .DRAINAGE GENERAL 2. WEEPVDa , DRDa14, _ -. ±i _. AND ROADWAY SECTIONS FOR DRAINAGE BEHIND BARRIER ° —E — — WE MIAINING WALL PLANSm CONSTRUCTION NOTES: R (. FAR UNDERDRAIN DETAILS 1❑ DRAINAGE E STRUCTU O FJOSTN6 0❑ AND ADJUST TO MISTING FINISHED GRADE.SOLID COVER EXSTING PROPOSED J - _ 0 MANHOLE OR CATCH BASIN 1 2 AT RETAINING WALLS 2❑ .REPLACE E=ING GRATE WITH VANED Q REMOVE EXMMIG DMINAGE STRUCTURE AND "'"' - -"" –' ':ST —ST— STORM GRAIN TYPE 2 WIN CIRCULAR : LPROWDI: SLOPE PROTECTION GRATE AS PER SO PLAN BJ 00 CONNECT UNDERDRAWB. FRAME AND .COVER WITH QUARRY k SPALLS AND - OP —DP— DRAIN PIPE BETWEEN RWEA AND AND ADJUST O G DRAINAGE GRADE ❑S INSTALL UNDERDRAWB AND CONNECT TO pC•C• CLEANOUT E%18TMG RETAINING WALL 4 S DRAINAGE STRUCTURES PER DETAIL . ,.°. _ x _ _ ABANDON EXISTING OMINAGE STRUCTURE,UD —UD— UNDERDRAIN PIPE PER SECTION T- W.9121 OP THE STANDARD SHEETS DRPPOS AND DROIG - ---- -a ° • PITCH SPECIFICATIONS. O ABANDON AND FILL CAL SPECIFICATIONS. NG DRAINAGE c_. _. _.-- .....: CULVERT O REMOVE EXISTING DRAINAGE DR STRUCTURE POE PER TECHNICAL BPECIFM.ATONS. 0 ffi� 'ate °ez RETAINING WALL SEE NOTE 14 ON SHEET ARGAL9. 10 CONNECT EXISTING ME TO NEW MET. O CATCH BASIN TYPE 1 AND 2 © EXTEND PIPE AS NECESSARY O CONNECT WITH GRATE OR CONCRETE INLET ROCK PAD EXISTING PIPE TO NEW DRAMOE ~ STRUCTURE 2 m GRATE INLET TYPE 2 ® MEGA FILLER GRAIN a w 1w BALE IN TEEr 0.ADAW mxmnGio PACRA E: 7624 RFC -3D 1.405 DR•004 1.5 TO SR 169 Sfax STAGE 2 -WIDENING 1Bporta0on AND SR 515 INTERCHANGE DRAINAGE PLAN t • SO Seek s 0 LEGEND © EXISTING PROPOSED FRAME AND COVER - a - -sr -- - ST - -ST— STORM GRAIN DITCH - OP —DP— DRAIN PIPE - - -im -- - UD —UD— UNDERDRAIN PIPE ------ - - - - -- GRATE AS PER STD PLAN 840.30-00 CULVERT CONNECT UNDERDRAINS. D CATCH BASIN TYPE 1 AND 2 AND ADJUST. TO FINISHED GRADE. WITH GRATE OR CONCRETE INLET m m GRATE INLET TYPE 2 0 MANHOLE OR CATCH BASIN © TYPE 2 WITH CIRCULAR NOTES; FRAME AND COVER OCO• CLEANOUT AND ADJUST TO FINISHED GRADE. DITCH O. RETAINING WALL O ROCK PAD C_T3S� MEDIA FILTER GRAIN 1. RAUMAN R.AMMS RFI#339 7624 CONSTRUCTION NOTES a O CONNECT NEW PIPE TO EXISTING © REPLACE EXISTING GRATE WITH SOLID COVER NOTES; DRAINAGE STRUCTURE. AND ADJUST TO FINISHED GRADE. 1, THE CITY OF RENTON HAS SPECIAL O. REPLACE EXISTING GRATE WITH VANED O REMOVE EXISTING DRAINAGE STRUCTURE AND REQUIREMENTS FOR WORK WITHIN GRATE AS PER STD PLAN 840.30-00 CONNECT UNDERDRAINS. THE AQUIFER PROTECTION ZONE. AND ADJUST. TO FINISHED GRADE. INSTALL UNDERDRAINS AND CONNECT TO SEE SPCC PLAN FOR CONSTRUCTION �j ABANDON EXISTING DRAINAGE STRUCTURE, S DRAINAGE STRUCTURES PER DETAIL FOR SPECIAL MM ANS AND METHODS. REQUIREMENTS PER SECTION 7-05.3(2) OF THE STANDARD SHEETS DRD-0-09 AND DRDa-14. STORM GRAIN CONSTRUCTION, SEE SPECIFICATIONS. [g ABANDON AND FILL EXISTING DRAINAGE SHEETS DP -00.12 AND OP-00.13. O REMOVE EXISTING DRAINAGE STRUCTURE PIPE PER TECHNICAL SPECIFICATIONS. SEE NOTE 14 ON SHEET ORO-0 -01. 10 CONNECT EXISTING PIPE TO NEW INLET. E5 EXTEND PIPE AS NECESSARY TO CONNECT EXISTING PIPE TO NEW ORMNAGE a 50 100 STRUCTURE. SCALE IN FEET Wo Washington state tment of Transportation 1406 DR -0-0 1.5 TO SR 169 STAGE 2 -WIDENING AND SR 515 INTERCHANGE DRAINAGE PLAN ; PROPOSED MANHOLE OR CATCH BASIN ESTPoG TYPE 2 WTRi CIRCULAR -ar- - -sT -- - -Ai u— STORM DRAIN FRAME AND COVER -DP—DP— DRAM PIPE OC.C. CLEANOUT UND£RDRAIN PIPE - - DITCH CULVERT irum`vw =arc RETAINING WALL JP% M p CATCH BASIN TYPE 1 AND 2 ROCK PAD ^� WITH GRATE OR CONCRETE INLET ® MEDIA FILTER DRAIN s m ORATE INLET TYPE 2 At �fl NIF � t p 1 ^ —.' .......... D a Y�- -"/ f I NB"" ----•- _ i0 n' 4 t{ NOTES: �S t ' \ 1. SEE SHEET D G01 FOR DRAINAGE 0 L NOTES. is t 2. ABANDON ME INLET (DRM t, SEE SWEET DF FOR DO Jt L' 11 2. THE CRY OF E N HAS V. . it .� �, �EOU�REMENTB d STORM DRAIN CONSTRUCTKB SHEETS DP4G12 AND DP- 12. KAMM [o PACKAGE: I 7624 RFC -3C T U 1❑ CONNECT NEW PIPE TO EXISTING © REPLACE EXISTING GRATE WITH SOLID COVER DRAINAGE STRUCTURE. AND AMUST TO FINISHED GRADE. 2❑ REPLACE PER BTO RATE NITH VANED LONMNECTEUNOERDRAl1I9 GE STRUCTURE AND RATE AND AOJUST TO FINISHED GRADE. ❑S INSTALL UNDERDRAINS AM CONNECT TO ❑2 ABANDON MT PER SECTION-0 A2) OF THE STANDARD S' E RD S DRAINAGE HEETS DOSSTRUCTURES ND 13R 14. SPECIFICATIONS. ❑S ABANDON TM FILL EXISTING DRAINAGE ❑A REMOVE EXISTM DRAINAGE STRUCTURE PIK PER SEE NOTE td ON SHEET DRD-0-01. 10 CONNECT EXISTING PIPE TO NOV INLET. t EXTEND © NECESSARY TO DRAAINAGE�NNECT RELCASED FE STRUCTURE. US ERTY PARK O. RENTON a ❑ ���`� -` - _ E0a1 -, a 9 B o E0 00 SCALE IN FEET Ti J ,-g�l -- _. sT--� —EIS OFF -MMPy �Et95 EIS o FE57— i 1-6 TO SR 169 STAGE 2 -WIDENING AND SR 516 INTERCHANGE �z �3 NOTES: 1❑ CONNECT Nine PIPE TO METING © REPLACE EXISTING GRATE WITH SOLID COVER LhUhNO 1. THE CITY OF RENTON HAS SPECIAL DRAINAGE STRUCTURE AND ADJUST TO FINISHED GRADE. EXISTING PROPOSED REQUIREMENTS FOR WORK WITHIN REMOVE EXISTING DRAINAGE STRUCTURE AND - ET- eY -Si ST— STORM DRAIN THE AQUIFER PROTECTION ZONE. t❑ GppM AS MR STO GUM INITH PLAN BJU.JDOG ED � CONNECT UNDERMINE. SEE SPCC PLAN FOR CONSTRUCTION - DP —°P— DRAIN PIPE EQUIPMENT MEANS AND METHODS. AND AIWST TO FINISHED GRADE. ❑S INSTALL UNDERDRAINS AND CONNECT TO FOR SPECIAL REQUIREMENTS OF ABANDON EXISTING DRAINAGE STRUCTURE, DRAINAGE STRUCTURES PER MAIL w - -w -- M —UD- �3 - UNDERDRAIN PIPE STORM DRAIN CA NST01 C 13. ,SEE PER SECTION T-0s.Jl21 OF THE STANDARD ABANDON AND F AND DRD41X. SHEETS DP 0.1Y AND OP 0.1J. REMOVE SPECIFICATIONS. ❑B ABANDON AND FILL EXISTING DMNUOE -------- - - - - -- CULVERT A"yt `%. -r' ❑X .SEE NOTE E14 ON SHEET DRD4&L 10 CONNECT EXISTING PIPE TO NEN INLET. .. O CATCH BASIN TYPE 1 AND Lw EMEND PIPE AS NECESSARY TO CONNECT WITH GRATE N CONCRETE UNITING WE TO NEW DRAINAGE .:. STRUCTURE GRATE INLET TYPE 3 N „.�"' t e� TS t, O MANHOLE WITH CATCH BASIN At Aft HOAR WAY '"' -' ,y.y:,. -. - i } 4 TYPE 2AND CIRCULAR as In amt 0• CLEANODTD COVER t EIS �v �. m✓ –..� '-li }tu - — DITCH 4 RETAINING WALL 1 1 _' GPRL 4 ` a t 4 yy �� s _-ti { ROCK PAD CON(SEE Tame -1 ry Eii k ,. . ° ��;.. Ty-N ..a -� ® MEDIA FILTER DUN rr VD N EIS 2 / __� — i. $R1S9 TO a WS. Eta - E1X� /�ifinnTunuiiiiiiui/Ti3J% /U / r' 4°$ . I —H 1276�o - S-OU� Tt BDUM f __ I -- C r _Tm.C28 �- J— w NB Nab TO 8R169 OFF RAMP E8 I '# \ n .1 l �K� Y��,„ -✓""R t 7�ps: .u_vev 17, t .^_ ` ` t i 8 S R r o � ' 1 � i i k E. a CEDAR RNER m PARK e t CT" OF RENTN v . - r --.. CR4 - N C 'k' tt T SEE NOTE 1 P / 1 jj 1 o M m SCALE M FEET NO. I ISSUE DATEI ISSUE RECORD - DESCRIPTION DESIGNED BY MEMORY CHECKED BY I DESIGN RF°mR FraiE a' MANAGER: 1.406 DR-M7 0. z °TmenD REIEA.sED FJR casaTwcnON .REass Rcxuxc KwrtEXTSON RADAMS DsSIGx r' s B I -$ TO SR 168 C m6fYtH0 flXA0. PESIGN -]E RCNUMT KLOREBISOX RA= TASK LUG: STAGE 2 - WIDENING 1 oNlsno rtRa+ss a. cwuxa s. rAnwt R. AGAMa R&0°•n6 wmRFn wo. c rz9"+� Washington Stags o aznBnD REIPwss° FER coxsRUmPx .zc R. PxuwG n, rxrwR aAGANS PACKAGE: ''YOpF..:.`Y" portation AND SR 616 INTERCHANGE 90 DGpartmen8 W Trans ® 01N1H0 RNAL DEFIM -3C R. CHUNG s. TAY a. aDANS 6i3 ry A 4&011M PRELINIIGRY PESWN R. [HIINf- R„mesnenu ,: RFC -3E -168 un DRAINAGE' PLAN wy t i 44 t µy V LI t 9 7jtb AV f 4°$ . I —H 1276�o - S-OU� Tt BDUM f __ I -- C r _Tm.C28 �- J— w NB Nab TO 8R169 OFF RAMP E8 I '# \ n .1 l �K� Y��,„ -✓""R t 7�ps: .u_vev 17, t .^_ ` ` t i 8 S R r o � ' 1 � i i k E. a CEDAR RNER m PARK e t CT" OF RENTN v . - r --.. CR4 - N C 'k' tt T SEE NOTE 1 P / 1 jj 1 o M m SCALE M FEET NO. I ISSUE DATEI ISSUE RECORD - DESCRIPTION DESIGNED BY MEMORY CHECKED BY I DESIGN RF°mR FraiE a' MANAGER: 1.406 DR-M7 0. z °TmenD REIEA.sED FJR casaTwcnON .REass Rcxuxc KwrtEXTSON RADAMS DsSIGx r' s B I -$ TO SR 168 C m6fYtH0 flXA0. PESIGN -]E RCNUMT KLOREBISOX RA= TASK LUG: STAGE 2 - WIDENING 1 oNlsno rtRa+ss a. cwuxa s. rAnwt R. AGAMa R&0°•n6 wmRFn wo. c rz9"+� Washington Stags o aznBnD REIPwss° FER coxsRUmPx .zc R. PxuwG n, rxrwR aAGANS PACKAGE: ''YOpF..:.`Y" portation AND SR 616 INTERCHANGE 90 DGpartmen8 W Trans ® 01N1H0 RNAL DEFIM -3C R. CHUNG s. TAY a. aDANS 6i3 ry A 4&011M PRELINIIGRY PESWN R. [HIINf- R„mesnenu ,: RFC -3E -168 un DRAINAGE' PLAN wy 0MM Mr i P. a R 1 A{ �h�lv FYY 3 -406COv?o f lalgn- pullders l j �; -RED SE0 FOR CONSTRUCTtC}F1. r 1 j 16TH ST DISPERSION •,•T i ----- 1 i t {j ,`S0P FOR SHEET F030 ROLLO BE ENLARGEMEM i 0 TALBOT POND i0 Te I SHEET DR 026 E,a AND MMFD.S2A, C7 a EXISTING PROPOSED `' �PPEM1 ai- -sT - -- STORN SHEET DRAW SEE ENLARGEMENT °' q , 8 SHEET'I '�- DR020 I - OP —DP— GRAIN PIPE L^J !.ffL��l7y Js_ w UWERRAIN PIPE i1 -__ - CULVERT o CATCH BASIN TYPE 1 AND 2 WITH GRATE OR CONCRETE INLET j•. (? m GRAZE MIST TYPE 2 f O MANHOLE OR CATCH BASIN TYPE 2 WITH CIRCULAR FRAI! AND COVER OC -0• CLEANOUT IG 8 PWET ~DRIVE - - DITCH WE RETAINING WALL ROCK PAD C� MEMA FILTER DRAIN CONSTRUCTION NOTES: 1❑ CONNECT NEW PAN: TO EIGSTIFIG © REPLACE EXISTING GRATE WITH SOLID COVER DRAINAGE STRUCTURE. AND ADIUST TO FINISHED GRADE. E31 2❑ ORATE AS MR STO PLAN 8-30.30-00 VANED CONNECT UNDERDRANS. GE STRUCTURE AND __ ,1 AND ADJUST TO FINISHED GRADE , __.,,,-- + 106 BENSON RO O A&1NOON METING DRAINAGE STRUCTURE. DRAINAGE STTRUCT IUHES MR DETAIL TO _ ... BENSON RD S PER SECTION 7- 06](2) OF THE STANDARD SHEETS DRDP08 AND ORDO% - w- SPECIFICATIONS. - .. ®_...v _y -yr ®— s+... ---o - -' "= S ABANDON AND FILL EXISTING DRAINAGE ❑0 REMOVE EXISTING DRAINAGE STRUCTURE %PE PER TECHNICAL SPECIFICATIONS. NOTES: .y ---` =� __ E32 -' — SEE NOTE 14 ON SHEET DRDO . 10 CONNECT EXISTING PIPE TO NEW INLET. , REPLACE EXISTING SLOT DRAIN AT ORWEWAY. © EXTEND PIPE AS NECESSARY TO CONNECT E33 EXMTING PWE TO HEW GRAMM 2. ABANDON EXISTING CATCH BASSI E13, AND ABANDON AND FILL STORM PIPE FROM E13 TO E12 STRUCTURE. EXISTING STORM DRAIN FLOWING SOUTH TO NORTH DOES NOT CONNECT TO E13, AND IS TO REMAIN. a so 1P0 3. ADJUST STRUCTURE E37 TO BE FWSH WITH SIDEWALK RAMP. SCALE IN FEET 0. AN EXMTNG SIGNAL POLE NEARBY. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT AS NEEDED. J.IAUNAN ao wAel WISH TASK LEAD: 0.AOANS DppIpAR pq PACKAGE: ,7fi RFI #276 SEE ENLARGEMENT SHEET DRAn �E21. T6 H V 3 1-406 1 -5 TO SR 169 STAGE 2 - WIDENING 9mm 1S[bOT(9600 AND SR 516 INTERCHANGE DRAINAGE PLAN G3 i 1❑ CONNECT NEW PIPE TO EXISTING t REPLACE EXISTING GRATE WITH SOLID COVER - ST DRAINAGE STRUCTURE. STORM DRAIN AND ADJUST TO FINISHED GRADE. O REPLACE EXISTING GRATE WRH VANED �] REMOVE EXISTING DRAINAGE STRUCTURE AND -w— ORATE AS PER STD PLAN 13- 20.2600 UNDERDRAIN PIPE CONNECT UNDERDRAINS. i{ AND ADJUST TO FINISHED GRACE ❑S INSTALL UNDERURAINS AND CONNECT TO ❑0 AM DON EKISTMIG GDROOAS CATCH BASIN TYPE 1 AND 2 PER SECTION 7-0"2) OF THE S NDARDR� 10ETAIL SHEETS AND D 14. WRH GRATE OR CONCRETE SPECIFICATIONS. ❑S AMMON AND FILL EXISTING DRAINAGE ❑4 EXISTM SPECIFICATIONS. (INLET. MANHOLE OR CATCH BASIN SEE NOTE ON SHEET DRE�'UCTURE 10 CONNECT EXISTNG PIPE NEW © EXTEND PIPE AS NECESSARY TO CONNECT FRAME AND COVER EXMTINO PIPE TO NEW DRAINAGE OC -0` CLEANOUT STRUCTURE. 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DRAINAGE PLAN ,„ t I \ ice' iw. i{ 9L o' xAnniiER Xtl' RernR IN + 1406 vo Weex ,yT 3 DR -0.D9 DEMGU �' ' ® IS TO SR 169 TABK LEAD: ® STAGE 2 - WIDENING mXrPAn RO. Washington Stab RACAG AND 5R 616 INTERCHANGE q PM' RELEASED FGR WNBTRUCTBX -]O B.CNRIBTOPHERBOX B. TAYLOR RADANB PACKAGE: n� DBDSIIInBnt Ol TYdnaI1GR86N a Mo. FINAL DESIGN -i0 R. CXUNO S. TAYLGK R. ADARM 24 — ,` `�lu A S91%Ap mEUxIXARr DEeIDx Rcwuuc K. LDRFXTnGX a �.,.•. RFC - 3D a. DRAINAGE PLAN ,„ O o_ S 0 CONNECT NEW PIPE TO EXISTING © REPLACE EXISTING GRATE WITH SOLID COVER PROPOSED ENTERED SY DRAINAGE STRUCTURE DESIGN AND ADJUST TO FINISHED GRADE. STORM GRAIN 2❑ REPLACE EXISTING GRATE WITH VANED -DP —DP— REMOVE EXISTING DRAINAGE STRUCTURE AND FRAME AND COVER GRATE AS PER STD PLAN 0410.30.00 UNDERDRAIN PIPE CONNECT UNDERDRAINS. JIM AND AWWT TO —F - - DITCH CONNECT TO �STRUCTURES D �j EXISTINGNORAINAGE STRUCTURE, Icy DRAINAGE PER iflaft ROCK PAD PER SECTRON 7- W.3(2) OF THE STANDARD SHEETS DRDAOS AND DRD0.I& ® MEDIA FILTER DRAIN SCALE IN FEET SPECIFICATIONS. �g ABANDON AND FILL EXISTING DRAINAGE C4 © REMOVE OWING DRAINAGE STRUCTURE f "3{75 �orrttlGCO�sys §- t3uiiUers PIPE PER TECHNICAL SPECIFICATIONS. SEE NOTE 14 ON SHEET DR I. 10 CONNECT EXISTING PIPE TO NEW INLET. © EXTEND PIPE AS NECESSARY TO CONNECT , . EMSTING PIPE TO REIN DRAINAGE DR -0 -12 At Aft STRUCTURE. ON DOWN ■ I -5 TO SR 169 O o_ S 'ROPIIE } NOTE 1 AT ®_ ^'QRrx ® =® 4408 /A /J SEE NOTE 4 J TALBOT RD TO NB 9.405 ON`RAMP SEE PROFILE SHEET DP -0-02 SEE PROFILE SHEET DP -O on . 9 —8T _.. di aTi_yT -ST--v— T r�1 LJ SEE PROFILE SHEET 01. 02 L SEE NOTE 4 NOTES: 1. ABANDON AND FILL METING 24" DETENTION WE BETWEEN EW AND EM. 2. THIS NOTE NOT USED. 0. SEE SHEET Dffi 0 n FOR DRAINAGE GENERAL NOTES. 4. SEE SHEETS PVDA ,Dill 1§AND ROADWAY SECTIONS FOR DRAINAGE BEHIND BARRIER. UD I LEGEND ISSUE DATE ORATE INLET TYPE 2 EXISTING PROPOSED ENTERED SY O MANHOLE OR CATCH BASIN DESIGN - V —ST STORM GRAIN TYPE 2 WITH CIRCULAR a* ^tE -DP —DP— DRAIN PIPE FRAME AND COVER - UD —UD— UNDERDRAIN PIPE OC.O. CLEANOUT _ CULVERT —F - - DITCH D CATCH BASIN TYPE 1 AND 2 'w-'� ® "� - ®_�-< RETAINERS WALL Icy WITH ORATE OR CONCRETE INLET ROCK PAD 0 15 SO '. I !: ® MEDIA FILTER DRAIN SCALE IN FEET 1.405 cz f "3{75 �orrttlGCO�sys §- t3uiiUers RELEASED FOR GONSTRUCTIC>N 'ROPIIE } NOTE 1 AT ®_ ^'QRrx ® =® 4408 /A /J SEE NOTE 4 J TALBOT RD TO NB 9.405 ON`RAMP SEE PROFILE SHEET DP -0-02 SEE PROFILE SHEET DP -O on . 9 —8T _.. di aTi_yT -ST--v— T r�1 LJ SEE PROFILE SHEET 01. 02 L SEE NOTE 4 NOTES: 1. ABANDON AND FILL METING 24" DETENTION WE BETWEEN EW AND EM. 2. THIS NOTE NOT USED. 0. SEE SHEET Dffi 0 n FOR DRAINAGE GENERAL NOTES. 4. SEE SHEETS PVDA ,Dill 1§AND ROADWAY SECTIONS FOR DRAINAGE BEHIND BARRIER. UD I NO. ISSUE DATE ISSUE RECORD - DESCRIPTION DESIGNED BY ENTERED SY CHECKED BY DESIGN REO� ^x a* ^tE _ MANAGER: w'VR-� '. I !: 1.405 cz J. BAlIM4N wYx , . DR -0 -12 DOWN I -5 TO SR 169 TASK LEAD: STAGE 2 - WIDENING Washington State AND SR 515 INTERCHANGE RREAS RCNUHG RLOREm80X RaDRNa PpCIUGE: Department of Transportation l 0 ON 9 RELEASED FOR caxaraucnox .0 S.TAnOR T. MDCARTHY RFI /333 7524 DRAINAGE PLAN ENLARGEMENT b— A aroma WIDIRS FIIML DENDx -u aCHRIaTOPHERSOX s.cxMarooxD+cox S. Tanat r.MxAmlrc NORTHBOUND RAMP a� i ar 0 'o s m CONSTRUCTION NOTES 1❑ CONNECT NEW PIPE TO EXISTING © REPLACE EXISTING GRATE WRH SOLID COVER :c DRAINAGE STRUCTURE. GRATE INLET TYPE 2 AND ADJUST TO FINISHED GRADE. 3❑ REPLACE EXISTING GRATE WITH VANED OT REMOVE EXISTING DRAINAGE STRUCTURE AND ORATE AS PER STD PLAN B- 211.30Oe CONNECT UNDERDRANS, AND ADJUST TO FINISHED GRADE. O INSTALL UNDERORMITS AND CONNECT TO O DETAIL TAND STORM DRAIN PERSECTI NM7-0a.313)OFNTHE STANDARD SHEETS DRp CRDOI,L SPECIFICATIONS. �g ABANDON AND FILL EXISTING DRAINAGE ❑4 REMOVE EXISTING DRAINAGE STRUCTURE FRAME AND COVER PIPE PER TECHNICAL SPECIFICATIONS. SEE NOTE 14 ON WEST ND -1141. 10 CONNECT EXISTING PIPE TO NEW INLET. ® EXTEND PIPE AS NECESSARY TO CONNECT EXISTING PIPE TO NEW DRAINAGE OLD. CLEANOUT STRUCTURE. ..- . - -u� -- - UD —UD— e"OER .+.BAWUN +o mwI � -- 4-P. +. J. � ' ', I .I ' I-0OS DR -0 -18 "Nano RH MIS RADAMs rcLaREwraoN RDrwES DEMM 3 � ' �• D D 1 -5 TO SR 169 obmno nELEASED Fos cax"RUCnoI .m aewRMrDPxERSOw a. TAYLOR R.AOAl. T ^aw �� j STAGE 2 - WIDENING ovime FINAL DEMON a. cxuws s. rAYLDR R... NAMNS � " a.�a�x� Washington State AND SR 595 INTERCHANGE 6 M(11H0 Rfl YeSa RCNNHG fr. TAYLOR T.MCCARTIr MONROE: v fir Department of Transportation aaroam AELEAam MR cOxsrRUCnax -m RcxuxD a. TAn.oR RAOAMa 7524 %- �"ao +° DRAINAGE PLAN ENLARGE .._._e s,LEASM, �.. - RFI #275 o"a LEGEND :c m GRATE INLET TYPE 2 EXISTING PROPOSED D MANHOLE OR CATCH BASIN - ST — ST— STORM DRAIN TYPE 2 WRH CIRCULAR FRAME AND COVER - OP —DP® BRAIN PIPE OLD. CLEANOUT ..- . - -u� -- - UD —UD— UNDERORAIN PIPE 1 -4051G or uj wgi BcUildrs _ __ CULVERT ------ -> DITCH i RETAINING WALL REEL SED FOR CONSTRUCTION .. O CATCH BASIN TYPE 1 AND 2 NTH GRATE OR CONCRETE INLET ROCK PAD �4 O 15 . ® MEDIA FILTER GRAIN SCALE IN FEET e"OER .+.BAWUN +o mwI � -- 4-P. +. J. � ' ', I .I ' I-0OS DR -0 -18 "Nano RH MIS RADAMs rcLaREwraoN RDrwES DEMM 3 � ' �• D D 1 -5 TO SR 169 obmno nELEASED Fos cax"RUCnoI .m aewRMrDPxERSOw a. TAYLOR R.AOAl. T ^aw �� j STAGE 2 - WIDENING ovime FINAL DEMON a. cxuws s. rAYLDR R... NAMNS � " a.�a�x� Washington State AND SR 595 INTERCHANGE 6 M(11H0 Rfl YeSa RCNNHG fr. TAYLOR T.MCCARTIr MONROE: v fir Department of Transportation aaroam AELEAam MR cOxsrRUCnax -m RcxuxD a. TAn.oR RAOAMa 7524 %- �"ao +° DRAINAGE PLAN ENLARGE .._._e s,LEASM, �.. - RFI #275 o"a it! # CONSTRUCTION NOTES: .r a 1,4G6 rriv r 4 i -- €3uilders ❑ CONNECT NEW PIPE TO EASTING © REPLACE FASTING GRATE WITH SOLID COVER tO _ STORM DRAIN DRAINAGE STRUCTURE MANHOLE OR CATCH BASIN AND ADAIST TO FINISHED GRADE. fi�Ci` A �iT i7tiS1RUCTION! 2❑ REPLACE IDUSIONG GRATE WITH VANED �] REMOVE UNITING DRAINAGE STRUCTURE AND AND C FR AM COVER GRATE AS PER STD PLAN 19430.304)0 DRAIN PIPE CONNECT UNDERORAIN9. -W..- AND ADIUST TO FINISHED GRADE. ❑S INSTALL UNDERORAINS AM CONNECT TO ❑3 ABANDON EMSTING DRAINAGE STRUCTURE, OROH DRAINAGE STRUCTURES PER DETAIL CATCH BASIN TYPE t AND 2 --as u_z PER SECTION )-06.3(2) OF THE STANDARD CTS. SHEETS DRD S AND DR0.0 -10. 1231 ROCK PAD SPECIFICATIONS. �S ABANDON AND FILL Mathes DRAINAGE MM FILTER DRAIN O REMOVE AV PIPE PER TECHNKAL SPECIFICATIONS. STAGE 2 - WIDENING 14 ON SHEET RD-0-01m. t0 CONNECT EXNTING PIPE TO NEW INLET. © EXTEND ME AS NECESSARY TO CONNECT AND SR 616 INTERCHANGE Q y7 METING PIPE TO NEW DRAINAGE DBlarhnent of Transportation �y STRUCTURE. C== 7624 0 15 90 DRAINAGE PLAN ENLARGEMENT SCALE IN FEET NOTE 3 - MYIJGHT UNDEROMIN AT BASE OF SLOPE EC R P, ANi.D l SEE y 35 '129 -- Ofij £ "' •w= S {. A RATAINING WALL PLANS PGk; --- �. R... - .ALwL UxDExoxAlx�, TAas�.`w\ w —w •ti, -.-._ LEGEND .r a GRATE INLET TYPE 2 EMSTiNO PROPOSED IT- - -,T - - - ST —ST- STORM DRAIN BT—SP ST �BY �1 MANHOLE OR CATCH BASIN TYPE 2 WRH CIRCUTAR AND C FR AM COVER DP DP- DRAIN PIPE A -W..- UNDERDRAIN PIPE o0'0- CLSANOUT CULVERT _. - - -� - - I } IXIST STORK DRAIN TO REMAIN OROH , 0 CATCH BASIN TYPE t AND 2 --as u_z RETAINING WALL CTS. WITH ORATE OR CONCRETE INLET 1231 ROCK PAD 1 232 ® MM FILTER DRAIN °a...�.F 1. ORU11310& H BASIN TYPE t BRS EL - U..B§,FL RT L } NN EL = B I-A GR OUT 81.96 1X, GRADE AREA BEHIND BARRIER TO DRAIN TO CATCH BASIN 2 SEE PVB60T#0,01 D iS, AM ROADWAY SECTIONS FOR DRAINAGE BEHIND WRIER. MYINOXT GRAIN PIPE F._ BASE OF WALL 3. ME . SON' at"� "PWN' � RAIN OETANR. 8EE SHEEP IXtD6# ..�ID FOR DETAIL • SEE FOR OEIND IRAGE NGTES >�.. �, . - - � Q O + PIER IACP.r CO t(,' y ii�� 1 -~ BEE ORD40T ANDq�+}�/ t 1228 1229 -.. _.. ._ ._ 16 �a TDETA S �;"! 1238 SS-40S 1228 RADARS PACKAGE: RFC -3D 132 J `' RETAINING WALL PLANS FOR w —w- ST BT BT—SP ST �BY �1 A 4 -° 1405 I } IXIST STORK DRAIN TO REMAIN CTS. 1 1231 1 232 � 1405 CTS. 1 -5 TO SR 169 DR -e -94 im AV STAGE 2 - WIDENING iPv Washington State AND SR 616 INTERCHANGE y7 xn � ""'�, DBlarhnent of Transportation 7624 -mreaaW DRAINAGE PLAN ENLARGEMENT 6'i'� SOUTHBOUND OFF- RAMP °"" M® fMM # a0M ON.MMP NEW HMA e EXISTING GROUND PROPOSED GRACE\ (LANDSCAPED \ SLOPE) TEMPORARY IWWCONCRETE SLAB ON WELL CASING E=nNG POOP VDIA 1 EI(MTINO — -� R ' STEEL WELL CASING I f 1 YROCK ROADWAY FILL- = IROCK; j I GBF _ I I APPROXNMTE LIMB I / FILLK I i ___ �g WELL CASING (AS° OBSERVATION OF ROADWAY FILL WELL NOT SHOWN FOR CLARITY) ` GROUT I _ —FILL WELL CASING FlLL MINE �.' -III i - - WITH CONCRETE f-EXIB' SHAFT I i 4 °`- CUT -0FF WALL ( MINE WITH CDF —'�., -_ 1 1 APPROXIMATE LIMIT OF E%NTING I I .l SEE DP -0 -21 FOR CONTINUATION —t DATUM (NAVD) 88 e EXMHNG 18" NINE ! RCP "MIN PIPE J EXISTING !/ STING STAND PINE 15' CIA SOLID WALL HOPE IN 1S" DIA CONC PIPE GROUT THE VOID SPACE BETWkEN THE PIPES1 IV CM SOLID WALL HOPE PIPE AS' DIA STEEL G � MaTING COLLAPSED T ER FALSEWORK PLUG IN WELL CASING CONSTRUCT A AB" WIDE OPENING IN CUTOFF WALL. FORM SMOOTH APRON AT BASE OF OPENING. PLACE QUARRY SPALLS AT APRON. W CIA STEEL CASING C)RG I PIPE MINE DRAIN EXTENSION AND VOID FILL CONCEPT NTS NOTES: 1. NSTALL A FLEXIBLE CABLE IADOER SAFETY SYSTEM BY IAO F® OR APPROVED EGUAL FOR FALL PROTECTION. teauwx , WAR Q ` � I I I-d05 �. wsaR aP�.. 1k % D a 13 TO SR 166 DEZIaR TASK LEAD: STAGE 2 - WIDENING R.ADANM ;min.d *= L �)al Washington State Department of Transportation; AND SR 516 INTERCHANGE pp p� 7624 PACKAGE: DER HILLS CREkK ULVEI & MINE DRAIN PROFILE oR-D.f r 9,5 i srRL CONTAINMENT POND !1 �I. �..._ LEGEND iWLCAS D FOR CONK RUC' 40k EXISTING PROPOSED STORM BRAIN i' -••_ DRAIN PIPE UD —No— UNDERDRAIN PIPE SEE PROFILE y sr THIS SHEET CULVERT -`. -- .. -. -- CATCH BASIN TYPE 1 AND 2 ',E20 1, f �'�Oo-EI T f NOTES: WITH GRATE OR CONCRETE `r\ —ST aT _ /� 'r E J 1. CONTRACTOR TO UTILIZE EXISTING KNOCKOUT I SEE E Q TO CONNECT NEW STORM DRAIN PIPE. GRATE INLET TYPE 2 NOTE 1 MANHOLE OR CATCH BASIN °r y TYPE 2WITH CIRCULAR FRAME AND COVER ABANDON�EXISTING •�, 0 CLEANOUT X•' STORM DRAIN SEE DETAIL E10 THIS SHEET ? - - 35 DITCH I RETAINING WALL ROCK PAD ® MEDIA FILTER DRAIN 1254 SOUTHBOUND 1-405 1255 I NORTHBOUND 1-405 PLAN 9 EXISTING CONCRETE RI BARER TO REMAIN SLAB ��j. F _ _ -. I REPLACE EXISTING f CONCRETE SLAB 80 --------------------- btu -- c - D ` R -, e0 r aIu Si ® O I- � y- � EXISTING CB EXIaTiNG = m fr a : H I. _ GRSLIltll3 w'yT �. - Z __ _ _� I. r I' FILL VOID WITH CDF U. £ j BACKRLL _ PIPE COLLAR— 70 { ,�, _..� --+� _ }___ _ _x ._ _ L -- _._I__c_ � ________ __I 70 [ WRHV oP N , RO CONCRETE 1 i r _ _ q __ _ T _ _ ,I I. O i I ID�% I I I I � DT T= TO SPILL 60 ------ { ___ ----------------- .r__ � �� 1,�CO �NAyyEM• :60 iN by 23f ^ E99: ` I' NMANHOLE i CONNECT EXISTING E10 SO ,_ _________ _____ ____ __ �_ ... _____ Y,.____ _ - -. .__ ._______a _, 5p cowCREcsere v ou. DETAIL —a-- NTS NTS a m IN PROFILE SCALE IN FEET NO. ISSUE DATE ISSUE REC_O_R_D_- _DESCRIPTION DESIGNED 9Y ENY£ftEP BY CHECKED BY DESIGN ,.BADMAN xixr` �� 1 ti i k° k p g S �� Washington State ^'':��'.° xu %¢' Department of Transportation esm _ I aos I-5 TO SR 169 STAGE 2 - WIDENING AND SR 595 INTERCHANGE DR -a9S N as -- DESIGN TASK LEAD: RADAMS °°•_"'°°"'. uen !pp { 'AC� '- avrwR 7624 PACKAGE: RFI #33B 1 11fiL1a G. .YfS9 R. CMUNG KLORENTSON R.ADAMS DRAINAGE PLAN AND DETAIL DR05 -ElO 0 01WO RFI W'[a{ R.ADAIU KLOREN50N R. LHDNG