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'- .. ,; / - s. - - - � - - _ � � .�, ,,, . .� «. . ® � � i � 1 t, I I F %� � I��.il✓� FILE NAME TIME DATE DRAINAGE STRUCTURE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJs ENGR. REGIONAL ADM. C:1WorklProjectV 2:16:24 PM 8/12/2010 dlo E. ANDERS L. JOHNSON J. TORRIE L.HODGSON D. DYE • • SEE DP1 FOR PROFILE OF PIPE - GENERAL NOTES 1 SEE SHEET DPI FOR NOTES, PROFILES, AND STRUCTURE. 2 PIPE REMOVAL TO INCLUDE ALL EXISTING UNDERDRAINS, STORM SEWER CLEAN OUTS, AND APPURTENANCES. JV00021dms022681BTJV0002 PS DR 167- AB.dgn F11 QUARRY SPALLS OUTFALL PAD. FOR DETAIL SEE SHEET DD5 F2_1 EXTEND EXISTING PIPE. ❑REMOVE OR ABANDON EXISTING CATCH BASIN. F4-] REMOVE OR ABANDON EXISTING PIPE. REGION STATE FED,AID PROJ.NO. NO. 10 WAS JOB NUMBER AS -BUILT 7/6/10 MS CONTRACT NO. LOCATION NO. IFC 3114108 JS C -7295 REVISION DATE BY M °a T ° � J� OF S'y/ P.E. STAMP BOX Adw I TT E mommmom Washington State WHO Department of Transportation Corridor DAVID EVANS ESTI AmoASSOCIATES ma. . F N G E �{ 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC eonu D- 269102 Plot 22 DRAINAGE STRUCTURE r-1-1 EXISTING GRATE INLET NUMBER LJ EXISTING CATCH BASIN • EXISTING R• SEWER 1771 NEW CATCH BASIN - ST— EXISTING STORM DRAIN ■■ NEW GRATE INLET - UD — EXISTING UNDERDRAIN ST NEW STORM EXISTING CULVERT r NEW UNDERDRAIN > EXISTING DITCH DITCH RIGHT OF WAY VIZ11W1,1111111111111A RETAINING WALL BUFFER LINE NEW - -- NEW BARRIER IMPACT AREA LINE QUARRY SPALLS NEW GUARDRAIL Adw I TT E mommmom Washington State WHO Department of Transportation Corridor DAVID EVANS ESTI AmoASSOCIATES ma. . F N G E �{ 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC eonu D- 269102 Plot 22 t k,RAINAGE LEGEND T. 23 N., R. 5 E., W.M. 1 SEE SHEETS DP2 & DP3 FOR NOTES, PROFILES, AND STRUCTURE. 2 PIPE REMOVAL TO INCLUDE ALL EXISTING UNDERDRAINS, STORM SEWER CLEAN OUTS, AND APPURTENANCES. O Go io N O �- W W =' Z� •J W E167 STA 11088 +60 END ECOLOGY EMBANKEMENT CONSTRUCTION NOTES F11 QUARRY SPACES OUTFACE PAD. FOR DETAIL SEE SHEET DD5. r2-] EXTEND EXISTING PIPE. r3-] REMOVE OR ABANDON EXISTING CATCH BASIN. r4-] REMOVE OR ABANDON EXISTING PIPE. r6-] MAINTAIN PIPE OFFSET WITH JOINT DEFLECTION. r8_] ABANDON EXISTING PIPE 4 246 LF 1 r 3 5 314 LF 4 4 30 LF 4 200 LF 2 16 5 ,.... 5 =z,J Ar- <'` dY,S `'�' <.a'.J'.+ "jai. .!/ i' 3 , / i,.✓ , ' / ly �" '1 N' � ^, DETENTION POND CO S3.1 S SEE SHEET DD1, DD2, AND DD7 sS E PIPE SUPPORT SEE y DETAIL DD2 SECTION 15 14 DR4 � p{ � 3 5 13 30 LF 4 44 - _` F4j_ 546 LF 5 6 o,I — 198 LF �I �7\ — „I. 5 �. 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STAMP BOX ATE Washington State Department of Transportation 40 Corridor Program MwNwft&1&1NM DAVID EVANS ILFINGER BERGER ® ® ANoASSOCIATESmo. ,{ 415 - 118th Avenue SE Q Bellevue Washington 98005-3518 Civil Inc. Phone: 425.519.6500 TRI- STATE CONSTRUCTION, INC q&Mwi ewi. D- 269103 Plot 23 # DRAINAGE STRUCTURE EXISTING GRATE INLET NUMBER L; EXISTING CATCH BASIN O NEW MANHOLE EXISTING STRRM SEWER CLEANOUT p NEW CATCH BASIN 4 0 50 100 - ST — — EXISTING STORM DRAIN M NEW GRATE INLET SCALE IN FEET - vo — — EXISTING UNDERDRAIN - ST NEW STORM DRAIN EXISTING CULVERT - UD NEW UNDERDRAIN --> - - EXISTING DITCH LINE NEW DITCH LINE zazazw_za11111 RIGHT OF WAY RETAINING WALL • • • • • • • • BUFFER LINE Z �I NEW ECOLOGY EMBANKMENT NEW BARRIER ------ — - - IMPACT AREA LINE QUARRY SPALLS NEW GUARDRAIL E , 1 SEE SHEETS DP2 & DP3 FOR NOTES, PROFILES, AND STRUCTURE. 2 PIPE REMOVAL TO INCLUDE ALL EXISTING UNDERDRAINS, STORM SEWER CLEAN OUTS, AND APPURTENANCES. O Go io N O �- W W =' Z� •J W E167 STA 11088 +60 END ECOLOGY EMBANKEMENT CONSTRUCTION NOTES F11 QUARRY SPACES OUTFACE PAD. FOR DETAIL SEE SHEET DD5. r2-] EXTEND EXISTING PIPE. r3-] REMOVE OR ABANDON EXISTING CATCH BASIN. r4-] REMOVE OR ABANDON EXISTING PIPE. r6-] MAINTAIN PIPE OFFSET WITH JOINT DEFLECTION. r8_] ABANDON EXISTING PIPE 4 246 LF 1 r 3 5 314 LF 4 4 30 LF 4 200 LF 2 16 5 ,.... 5 =z,J Ar- <'` dY,S `'�' <.a'.J'.+ "jai. .!/ i' 3 , / i,.✓ , ' / ly �" '1 N' � ^, DETENTION POND CO S3.1 S SEE SHEET DD1, DD2, AND DD7 sS E PIPE SUPPORT SEE y DETAIL DD2 SECTION 15 14 DR4 � p{ � 3 5 13 30 LF 4 44 - _` F4j_ 546 LF 5 6 o,I — 198 LF �I �7\ — „I. 5 �. 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CONSTRUCTION NOTES 1 QUARRY SPALLS OUTFALL PAD. FOR DETAIL SEE SHEET DD6. r2-] EXTEND EXISTING PIPE. SEE DPI FOR DETAIL. R REMOVE OR ABANDON EXISTING CATCH BASIN. F4-] REMOVE OR ABANDON EXISTING PIPE. a REMOVE EXISTING SLOT DRAIN. F7-] ADJUST TO GRADE. JV00021dms022681BTJV0002 PS DR 167- AB.dgn S M. ST. J REGION STATE FED,AID PROINO. ��- g WASH oy NO. '� �� tic Q � , 10 WAS ° JOB NUMBER A L ENG\ 0 AS -BUILT 716110 MS CONTRACT NO. LOCATION NO. /0 IFC 311.4/08 JS _?295 1/0 DAtE REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX DATE DRAINAGE LIE MEND i Aw mol TAT Washington State Department of Transportation 40 Corridor Prouram DAVID EVANS ILFINGER BERGEN ® AH®ASSOCIATESINC. „ ® 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 4259.6500 miTRI -STATE CONSTRUCTION, INC gemad eoniftaciling D- 269104 Plot 24 EXISTING GRATE INLET DRAINAGE STRUCTURE NUMBER rn LJ EXISTING CATCH BASIN EXISTING STROM SEWER CLEANOUT NEW . 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TA Washington State Department of Transportation orridor Program 4 0 5rc 4 In wwnft�� DAVID EVANS ILFINGER BERGER ®lo ANOASSOCIATESmo. „ Q 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC �,'e�ae�caE G'wuxeacctir:g SHEET iTAGE I -WIDENING OF DRAINAGE PLAN SHEETS DRAINAGE STRUCTURE r7n L__j EXISTING GRATE INLET NUMBER LJ EXISTING CATCH BASIN MANHOLE f) EXISTING STROM SEWER CLEANOUT NEW CATCH BASIN — ST— EXISTING STORM DRAIN ■■ NEW GRATE INLET STORM DRAIN EXISTING CULVERT r NEW UNDERDRAIN r RIGHT OF WAY RETAINING WALL BUFFER LINE 1/ 7 7 r. 7 7 NEW ECOLOGY IMPACT _ hc-7q- QUARRY SPALLS NEW GUARDRAIL 1�*•.. 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IN] N w A x UARI&IM S 0° s r. J INTER TAT Washington State REGION STATE F E D,A 1 D P ROJ. N O. ��` of W A S, i �'S'i� Department of Transportation 10 WAS Corridor 7 16 /10 MS CONTRACT NO. 3114/08 JS 0-7295 DATE BY LOCATION NO. P.E. STAMP BOX DAVID EVANS /� p p p ILFINGER BERGER Civil Inc. ■ DRAINAGE L___j EXISTING GRATE INLET MBER NUrn LJ EXISTING CATCH BASIN • NEW MANHOLE ST— EXISTING STORM DRAIN �� NEW GRATE INLET i UD EXISTING UNDERDRAIN ST NEW STORM DRAIN EXISTING CULVERT UD NEW > EXISTING DITCH LINE > NEW DITCH LINE RIGHT OF WAY RETAINING WALL EMBANKMENT BARRIER IMPACT AREA LINE Q .-- - GUARDRAIL S 0° s r. J INTER TAT Washington State REGION STATE F E D,A 1 D P ROJ. N O. ��` of W A S, i �'S'i� Department of Transportation 10 WAS Corridor 7 16 /10 MS CONTRACT NO. 3114/08 JS 0-7295 DATE BY LOCATION NO. P.E. STAMP BOX r • DAVID EVANS /� p p p ILFINGER BERGER Civil Inc. ® ANDASSOCIA�TESma. „ 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC e e r • I I] r-1-1 1_._j EXISTING GRATE INLET r-i EXISTING CATCH BASIN 0 EXISTING STROM SEWER CLEANOUT - ST EXISTING STORM DRAIN - UD— EXISTING UNDERDRAIN ST EXISTING CULVERT > EXISTING DITCH LINE rriiiiiiiriiiiirii RIGHT OF WAY ........ BUFFER LINE RETAINING WALL NEW BARRIER PACKAGE 5 CONSTdUCTION3 QUARRY SPALLS, CONSTRUCTION NOTES F11 QUARRY SPALLS, OUTFACE PAD. FOR DETAIL SEE SHEET DDS. R3 REMOVE OR ABANDON EXISTING CATCH BASIN. I REMOVE OR ABANDON EXISTING PIPE. 41 K SEE SHEETS DP3 & DP4 FOR NOTES, PROFILES, AND STRUCTURE. PIPE REMOVAL TO INCLUDE ALL EXISTING UNDERDRAINS, STORM SEWER CLEAN OUTS, AND APPURTENANCES. QUARRY SPALL STA. El 67A 10993+51 LINED DITCH BEGIN ECOLOGY EMBANKMENT SEE DETAIL SHEET DDS FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED By CHECKED By PROD■ ENGR• _ REGIONAL ADM. NEW GUARDRAIL o '00" '000, ✓ 101, T. 23 N., R. 5 E., W.M. DRAINAGE STRUCTURE NUMBER 0 NEW MANHOLE r-1 NEW CATCH BASIN ■■ NEW GRATE INLET ST NEW STORM DRAIN UD NEW UNDERDRAIN > NEW DITCH LINE NOT INCLUDED FORT DESIGN RETAINING WALL iiaiiiiiiiiiiiiaiiii PACKAGE 5 CONSTdUCTION3 NEW ECOLOGY EMBANKMENT ------ IMPACT AREA LIVE SEE SHEETS DP3 & DP4 FOR NOTES, PROFILES, AND STRUCTURE. PIPE REMOVAL TO INCLUDE ALL EXISTING UNDERDRAINS, STORM SEWER CLEAN OUTS, AND APPURTENANCES. QUARRY SPALL STA. El 67A 10993+51 LINED DITCH BEGIN ECOLOGY EMBANKMENT SEE DETAIL SHEET DDS FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED By CHECKED By PROD■ ENGR• _ REGIONAL ADM. NEW GUARDRAIL o '00" '000, ✓ 101, T. 23 N., R. 5 E., W.M. E EXTR CURB R N I APP �9 S� r' ✓ f-/` , \' SEES PV7 It ti J t. it 1 it 0, 3 i it L. t I! it t i i i 1 TID 2119L 1(41 6 P I It 4*4 e' IA t 4 it V, All I T 'tT D/TCH A, L E vf it it TALENT DITCH st DETENTION POND FC S2. 211 TE/ SEE DD3 AND DD7 FOR S BOONS 4� AND DETAILS \t it t 16 Z. t 1, t it It Pit iti; o It it is It tt �1� 1 i1 1 Ills t, t (C 11 it Now I k A i z Is 7,\ 15 1', t 13 it li it: I STA. E167A 10997+35 \_0 �01 i END ECOLOGY EMBANKMENT, , , Iii t SEE DETAIL SHEET DD5 It I j I �:;ool N L-A--- it It 2 9 3 w. — — — — — — — — — — — — — — — — — Is tp 4 It. . .... ... — — — — — — AA is it 1p it tir ........ ...... ........ ...... - EXTRUDED CURB s 11 lil I its �t y" Is SEE It -SHEET PV7 ...... ...... ...... ...... it 00 r=A — — — — ..... .......... — — — — — ...— .— .- - ....... . ... .... ....... MLo- - . - ..... . .. .......... .... ..... . .. .... A s i 1 t A .,.•«_. . . . . M._,.. _.»..... ....... . .......... . ........ . ..... — ... ... .... j—ri ...... 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REGION STATE FEDAD PROINO. W A s,,V ��1, NO. 1 10 WAS JOB NUMBER S ENG. lop AS-BUILT 716110 MS CONTRACT NO. LOCATION NO. 0 A L IFC 3114108 JS 296 D W.41 //o C -7 4 P#E REVISION DATE BY P.E. STAMP BOX P.E. STAMP BOX DATE 0 50 100 I.: it 1-405 DRAINAGE FE 'TURF t SCALE IN FEET NOT INCLUDED FORT DESIGN j iit PACKAGE 5 CONSTdUCTION3 �o imp E EXTR CURB R N I APP �9 S� r' ✓ f-/` , \' SEES PV7 It ti J t. it 1 it 0, 3 i it L. t I! it t i i i 1 TID 2119L 1(41 6 P I It 4*4 e' IA t 4 it V, All I T 'tT D/TCH A, L E vf it it TALENT DITCH st DETENTION POND FC S2. 211 TE/ SEE DD3 AND DD7 FOR S BOONS 4� AND DETAILS \t it t 16 Z. t 1, t it It Pit iti; o It it is It tt �1� 1 i1 1 Ills t, t (C 11 it Now I k A i z Is 7,\ 15 1', t 13 it li it: I STA. 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FILE NAME C:1WorkWrojectV TIME 2 :27:16 PM DATE 8112/2010 PLOTTED BY d10 DESIGNED BY E. ANDERS. ENTERED BY S. WHITE CHECKED BY J. TORRIE PROJ. ENGR. L. HODGSON REGIONAL ADM. D■ DYE JV00021dms022681BTJV0002 PR DR 167- AB.dan AS -BUILT IFC - NDC 44 PIPE REVISED NOTE 5 & ISSUED AT RISK REVISION 7 & DR 2/3 NDC 32 REVISION LOCATION NO. ST° �o g W A A A S, ,, P.E. STAMP BOX DATE IN R STATE Washington State Department of Transportation 40 Corridor Is DAVID EVANS ILFNGf{ BERGER ANoASSOCIATES INC. „ 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc, Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC REGION NO. I STATE 10 WAS 7/6110 MS JOB NUMBER 04/18/08 EA 03/27/08 JT CONTRACT NO. C -7295 03114108 JS DATE BY LOCATION NO. ST° �o g W A A A S, ,, P.E. 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DYE ,XBTJV0002Xdms022681BTJV0002 PR DR 167- AB.dan AS -BUILT NDC 103 - DRAINAGE REVISIONS IFC - NDC 44 PIPE REVISION PIPE GRADE & TYPE, NOTE CHANGE NDC -32 ISSUED AT RISK o �_ LOCATION NO. P.E. STAMP BOX DATE IN E �TT Washington State Department of Transportation 405)Corrindor DAVID EVANS i �. F I N CJ E R B F R E R ANOASSOCIATES INC. r 415 — 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC q emftaaing REGION NO. I STATE 10 WAS 716/10 J MST 02/23109 JMS JOB NUMBER 04118/08 EA 03/27/08 JT CONTRACT NO. 0-7295 03114108 JS DATE BY LOCATION NO. P.E. STAMP BOX DATE IN E �TT Washington State Department of Transportation 405)Corrindor DAVID EVANS i �. F I N CJ E R B F R E R ANOASSOCIATES INC. r 415 — 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. 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NOTES' , jj _ _ . _ Jr____________ ._ __ __L______- rrr__ -._ �.____- r______.__ t : - / 1 : t 1 -1 1 1 / 1 '� , .�..v_rr_.- .__r -• -, , -- ® _ , �- rrr - , 1 / / t t 1 1 t t : / 2 1 I t 1 ■ J J■ t 1 e 1 t 1 1 / 1 1 e 0 1 1 ! e a a a 1 / t 1 a e U ii ; ; ; ' 40TES ; ; ; ; ; ; d' ; ; Q e ; ; ; ; ; ; CONST4UCTION r, ; ; ; d: ; ; ; ; ; C: 1 ALL PIPE CORRUGATED :POLYETHYLENE � � � t t 1 e e 1 1 t t / . I 1 1 t 1 / : N 1 1 N 1 t / : : 1 0 1 1 - ! / 1 t 1 1 1 1 STO PIPES OOTH I TERIOR U LESS NOTED ' ' t ° ° , 1 1 1 f ® e 1 1 t 1 • N t ; 1 SEE ;TRENCH SECTION DETAIL DLS J ; ; ; i ; ,ml : 1 1 1 I 1 1 t t 1 1 OTHERWISE ■■ SEE NOTE 51, GALVANIZED NOT ; PERMITTE_ �_3. 1 _ ° 1 1 1 t U. 1 1 U 1 1 1 t t 1 e 1 1 1 e ,..r_rv. - -- ••rrrr- Trr.- °_•_- __ -_• -,- ----- L-- ---r -- -- -- ------- T--- -__- - - -- -- _,_ ------------ -- r-- ------ - - - --• ----- --- - - -_-- ° - ------- --------------- ----- m'a - •_-..._. I r..____- ___ -_- e - r_- ____r_r_r rvrr_______ -_- e -- •-- .v. -__ -_- ° ----- -- - - - - -- e -------- - - - - -_ - --- -- -- - -_ a - m -- m m t : 1 t 1 t 1 1 S E b C t 1 1 1 ,-• _-- rT-t_ -r- -T_ ,_ -r- -T_ - _r_.rr - ^- -_ - _7 - - - -- -------- Y--------------- r--------------- 7.. rr_.- rYO°° r__' 1-..._•_-_• •– _- __r- _-- ..._.– _...- 7-- - -r... rrr_•-- Yrr__--- r-- •__ -.r... rrr---•__.. r7----- _•--- _•r_OOrr----- ._r._.._.>t DI T C : I 1 1 2 PIPE: MATERIAL. CL V RCSSP 11$ LF 2. STRUCTURE ORFSETS TC CENTER ! OF GRATE. ; t 1 t 1 1 1 1 1 1 /� 2 'r! 1 : a kCSSP 3.. ALL GRATES Tb BE VANED GRAPES UNLESS 3 PIPE MATERIAL CL IV d 1 e 1 / 1 1 1 1 OTHERWISE NOTED. ALL :GRATE INLET TYPP 2 1 1 1 : 1 �1'� 1 : a / 1 e e e � t e a e e I ' --------- +------- ST'R0� . URE,-- T -- VE- -DUAk -V1W5D- V RATE 1 mP[PE- - MAT -ERIAIi-- CL.- Ilt'R;SSP---- - - - -_t e 1 1 1 t t e e t ! t t 1 1 f 1 1 t F. -_ - -- _ - _F_- v-- .r..__r_. -8 - -- _-__.rrrr- -..e_- v 4.....--_ r.-__-_;__.--_ r- rr.__. r. arr-___--. rr_ vrrr4-_--.----.. rrrrirr____-.-_ v-___.;---------------- 4._._. r. r. v-_--. d- r.. r. r__- __- _– .t- _._--- rr_v--- ..f... rrr_ r._ e_ r___. i._--- r_ r. r.. v-- ra.. r-_-_.._--.-_ ._4- _- r- r.r_rr_r.- .ar- ._- r___r. rrr-. a.-_ r_-- _- .- .r- _- a.- _rr.- __- ®- _- ._.1 -. rrr __r.-- _- _...Dr.__- _– .rr__r_ -ra 1 : PROVIDE FLEXIBLE CONVECTION 1 e e e e t 4 CL III; IV V RC 1SP - REI ' FORCED iCONCRET� STORM BETWEEN STRUCTURE AND PIPE. ; SEWER PIPE. 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DYE AS -BUILT DR 167- AB.dan IFC - NDC 44 PIPE REVISION NOTE CHANGE NDC -32 ISSUED AT RISK E , REGION I STATE NO. 716110 MS JOB NUMBER 04118108 EA 03127/08 JT CONTRACT NO. C -7295 03114108 JS DATE BY i - • • LOCATION NO. �S M tl W A lQ JO OF N IX P.E. STAMP BOX P.E. STAMP BOX DATE N Washington TAT Adft ANNNEOM State Department of Transportation IN ® DAVID EVANS I1F1i11G►ER BERG R Waco ANDASSOCIATESime. 415 — 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 Plot 4 1-405 DP4 1-6 TO SRI se 167 -WIDENING STAGE I SHEET OF DRAINAGE PRO • SHEETS r--------------- T--------- - - - - -- -----------_---- r---------------*---------------- 1--•------------ - r--------------- t- ---------- •--- 1 -------- -------- r- ---- ---• ------ T- ------ - ........ 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C: 1WorklProjectWiselBTJV00021dms022681BTJV0002 PR DR 167 -AB. 2:27:32 PM 8/12/2010 =wl L, 111:4 �� ■ 11111 Wis Lei:T I'I'I •� • Big AS -BUILT NEW SHEET REVISION REGION I STATE NO. 10 WAS JOB NUMBER 716/10 MS CONTRACT NO, 11/09107 JS (,_°1295 DATE BY •' • LOCATION NO. �C' M. S To wa �O 0 DA P.E. STAMP BOX P.E. STAMP BOX DATE GrAPAAAA Washington State Department of Transportation M117F Corridor Program IL.FINGER BERGER Civil Inc. - DAVID EVANS AN ®ASSOCIATES INa. 415 — 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 TRI -STATE CONSTRUCTION, INC qwaa e"haeat# MD-P 4 `I J SHEET OF SHEETS �1 W,V T. 23 N., R. 5 E., VALLEY R° l', «. « _ . «........ w... .�........... _.._ .. «....._ m..__ ..w .. «.....w ... 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I \ E { I \ SEE SHEET DD2 3 _ \ FOR SECTION A -A i ' 1 I I £ :: } _ . . ....... ' s # . _ 1 \ I ......w....._«« ........... .......m .... .. _M. . 1t If 23.6 J _ �-- 2—, s DR3 ! —720- III r _ ,! r -00. 18 f SEE SHEET DD2 i`�' i «, �. «/. i 14.5 FOR SECTION 13-13 I i IX 90 I I � � :� � � F I � v sot —20— Ira— G — -- M If I y DR3F X 14 x 1 < ACCESS f €` 15' ROAD EL =23.5 I " L y OVERFLOW SPILLWAY _. FOR DETAIL EE SHEET DDI DR3 i,.. .. .,� � �' >/ xw�, ,o�." ., µ.ms^"„.." «. ,.. «�/\ s « .... «, •'- N ..« '. '.��."�". £ «. . «...... « «" « Ran j � . , "x v , «_ M - « µ .' N « I FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. C:XWorklProjectV 11:09:33 AM 8/13/2010 dlo E. ANDERS S. WHITE J. TORRIE L.HODGSON D. DYE JV00021dms022681BTJV0002 AS -BUILT IFC 167- AB.dan REVISION 1� 111, 1111b a A 1 SEE SHEET DR3 REGION I STATE NO. 10 WAS JOB NUMBER 716110 MS CONTRACT NO. 04/18/08 JS C -7295 DATE BY LOCATION NO. ��' Mpwa T,�O ,g Syi �P 4A Iz >7 AU ENS P.E. STAMP BOX 0 t JO DA P.E. STAMP BOX DATE Uj z ...j rW U. ftftft EXISTING GROUND . 1 1 A ---1 10' 10 10 A 1 -0.75' MIN AdW MONNOM Washington State TV Department of Transportation Efth Corridor Proonam DAVID EVANS ANpASSOCIATES ma. iIFINGER DERGER „ 415 - 118th Avenue SE Civil Inc. BellePhone :425 519 6500 005 -3518 TRI- STATE CONSTRUCTION, INC e'uu,i 611txcret- 0 40 80 SCALE IN FEET — POND DESIGN W.S. •y :4 z1a we-", iii; , 1111NIR :: 1110 • OF PONI • -_ • 11 NO D- 26910D Plot 4 -405 DD1 I -5 TO S K"169 SR 167 STAGE SHEET OF. 168 SHEETS 1 , s% / ; !/ 1,✓ /'' .... `:.'.a,.,. .... ._ .,...»....,, ..,.." .<�^ `,x \,,,� - ° •., / „s J Nm i m Em, Wmmm I J /� t i i� I7 / i �rt� / ✓ �s ` \j� 1 0 0 30 60 SCALE IN FEET t j i t /f 1 rJ J rl j� f rf t f 7 fig Arqh ✓% % s t v f£ v jv" �� g �� ' 40, D'A ?,.. 6 X { I �� t =' OVERFLOW SPILLWAY F6RI i � t ✓ � �\ � � 1 � SG 'Z' {� � 4 t � ,„ ` � �. � S fEia TlI IS $HEE t i r 5 3 wt 3 iii t 4§ S _� =k DR7 1 g¢ k ; 1 fg 2 ik J �g (P DR7 It "k � �' {, x k a b� { { 5 t ti �; �3 � � , � \ � �•�`' .4M1 ` � � � 4 k 1 it k n{ /<� � �\ ♦ i ,., 5. ' t h i i } {1 Z 3 3 - � � t � \ \ \ � ` ? ; � } t{ 7, 8 � 4' r�f� '1 ' �'•'^,, �./ ` - S � 11 ' ` s� ` � '`j� \ F � ' �, � \ ` s � { f k s { � i t } yg 4 �y 2 't `j ''` ` tt v s ` a \ � t � i i � } f i y � Ik' 01 F s DRI 7 .... ..._...... _...., w ... R 7 w.......... _w__.....U—__............ ® _ w w. UDw_......� .. m � _-------------------- .------ -.- - -- � � 4..�4 C RO w �7a ... ,.�< .�i..,r .. SEE— ECTI .w .x £ :w SHEET— DD4._ I ;j K' r =' DESIGNED BY - 'o1 J J W e 1' MIN v EXISTING GROUND QUARRY SPACES � U. if a- MIN SECTION A -A Aa1. �gTdTiTI — POND DESIGN W.S. ?•y A FINISHED 10 0 6' 10 GRADE OVERFLOW SPILLWAY, C: XWorkXProjectWise \BTJV00021dms022681BTJV0002 DE DR 167- AB.dgn 2:35:39 PM 8/12/2010 dlo Ea ANDERS 3 AS -BUILT S. WHITE /2\ NDC 98 - POND DETAILS J. TORRIE 1 NDC 44 PIPE REVISION L. HODGSON Ao1FC D. DYE REVISION A t-0.76'MIN 30 MATCH EXISTING GROUND -\ MATCH EXISTING GROUND TOP OF POND ELEV. 25.5' OVERFLOW ELEV. 25.0 QUARRY SPALLS m AA ACCESS . . . . . . . . ROAD . . . . . . . . . . . . . . . . . . . . . 73' . . . . 15' EXISTING GRADE WATCH EXISTING . _ i ; .EL =25.5. GROUND �. . {"" . 0% VIA, Ai Ro DATUM S=1.0% . S 1.0 ®a FINISH GRADE . VF . .....54'.... ..... .......... ' ' ... '(NAND) 88 I it I Wy� a o s s _ POND FC S2.1 PLA% SEE SHEET ' r N.T.S. D- 26910E 11 cc E CID RISER TOP ELEVATION NOTCH WIER PIPE SUPPORT(S): 3" X 0.075" ALUMINUM — OUTLET INVERT ELEVATION ORIFICE RESTRICTOR PLATE DIA AND INVERT ELEVATION N.T.S. CONTROL STRUCTURE SCHEDULE POND FC S2.1 CO S3.1 STRUCTURE NOTE DR7 -5 DR3 -14 OUTLET 21.5 19.5 PIPE IE INLET 21.5 19.5 PIPE IE RISER TOP DIA 12" 1819 . ELEVATION 2 4.5 22.5 ORIFICE RESTRICTOR DIA 1.00" 1.95" IE 19.5 17.50 RIM ELEVATION 26.33 24.33 JAILHOUSE 2' 3' ARC LENGTH CATCH BASIN 60" 60" DIA NOTCH WIER WIDTH 0.851' 0.85" IE 23,51 21.17 ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS, RIM ELEVATION. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. 6" MIN. JAILHOUSE WINDOW CLEANOUT GATE /SHEAR GATE. 8" MIN. GATE INLET PIPE INLET INVERT ELEVATION. (NAVD) 88 Cl GI CLEANOUT c%.e-rF 01 A wI N. Lb. 15' MIN. 0.25' CSBC `ROM PO ND ��NGTH PER SCHEDULE VERTICAL BAR GRATE; USE '12 " BARS AT 4" O.C. EQv� AV 0 �u " ;'0I CONSTRUCTION GEOTEXTILE FOR SEPARATION ACCESS ROAD N.T.S. GRATE FACE OF BARRIER ED w nnIcn 4 - - _..=SETS TO CENTER OF GRATE 10 USED FINISHED PER PLAN 8" QUARRY SPALL BASE . - . - • . i 1. THE PIPE SUPPORTS AND THE RESTRICTOR/SEPARATOR SHALL BE CONSTRUCTED OF THE SAME MATERIAL AND BE ANCHORED AT A MAXIMUM SPACING OF 36 ". ATTACH THE PIPE SUPPORTS T THE MANHOLE-WITH s /g" STAINLESS STEEL EXPANSION BOLTS OR EMBED THE SUPPORTS INTO THE MANHOLE WALL 2 ". 2. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE WITH A MINIMUM DIAMETER OF 8 , 3. THE FLOW RESTRICTORISEPARATOR SHALL BE FABRICATED FROM ONE OF THE FOLLOWING MATERIALS: 0.060" CORRUGATED ALUMINUM ALLOY DRAIN PIPE 0.064" CORRUGATED ALUMINIZED STEEL DRAIN PIPE 0.060" ALUMINUM ALLOY FLAT SHEET, IN ACCORDANCE WITH ASTM B 209M, 5052 H32 OR EPS HIGH DENSITY POLYETHYLENE STORM SEWER PIPE 4. THE FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GATE IS VISIBLE FROM THE TOP; THE CLIMB -DOWN SPACE IS CLEAR OF THE RISER AND GATE; THE FRAME IS CLEAR OF THE CURB. 6. RESTRICTOR PLATE ORIFICE SPECIFIED CONTRACT. ... PLATE • • OIL • • CONTROL ONLY. THE OPENING IS TO BE CUT ROUND AND SMOOTH. 7. THE SHEAR I GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE. 8. ALTERNATE SHEAR GATE DESIGNS ARE ACCEPTABLE, IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. DYQ ui No m 3' ENE ATIOty SGE TA %T F R TR EDGE OF SHOULDER CSBC (SEE OU �C ROADWAY T SECTIONS) TOPSOIL TYPE A (30% BY VOL. MIN. COMPOST TYPE 2i Ai PE LINER AND GEOTEXTILE PE SEPARATION SEE RWD4 • • ECOLOGY 12" MIN. THK , �ti� momm.,4: , t • CLEANOUT .• STANDARD PLAN B-85.40-00 AT ENDS H. a 17 ff r • All �r 0.875' HMA PA 0.375' CSBC � BACKFILL CSBC 95% COMPACTION PIPE ZONE BACKFILL CSBC 95% COMPACTION GRAVEL BACKFILL FOR PIPE ZONE — BEDDING 95% COMPACTION FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. 18" INSIDE DIA. SEE STANDARD PLAN B- 55.20 -00 FOR DETAILS NOT SHOWN TRENCH SECTION FOR OPEN CUT 2' TING ROADyyAY S.a o .� i , 6" CRUSHED SURFACING BASE COURSE 12" COMPOST AMENDED SOIL MINIMUM 10% ORGANIC CONTENT. SEEDED W/ FILTER STRIP SEED MIX. SAWCUT EXISTING PAVEMENT DEPTH SECTION VIEW N.T.S. C: 1WorkiProjectWiseXBTJV0002 1dms022681BTJV0002 DE-DR-1 67-AB.dgn 2:35:49 PM 8/12/2010 dlo E. ANDERS S. WHITE AS -BUILT J. TORRIE 1 REVISED NOTE - NDC 31 L. HODGSON Ab IFC D. DYE REVISION Y Q W m 2p G rA r101V �AeGier NE �r ST1LR1pE R EDGE OF GEOTEXTILE FOR SEPARATION 8" DIAMETER UNDERDRAIN PIPE 2' 12" MIN. - 6" MIN GRAVEL BACKFILL FOR DRAINS - 6" MIN EXISTING SOIL • . � 1 N.T.S. 8' LONG X 6' WIDE EXISTING GRADE _ Di'-T- H_ FLOWLIN E CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL- DITCH OUTFALL REGION STATE <C,5 � � A NO. % .A FEDID PROJ.NO. W 'Q� of o 10 WAS JOB NUMBER �'ay4 �I [411 E III I/ i • m DATE P.E. STAMP BOX CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL - 1 D 12" AK �. • , • • i r UJUJ + 6' 1211 A 1 1 ! . AdW ER TAT Washington State Department of Transportation 0 C Program rT DAVID EVANSg iLF11VGER BERG R w ANDASSOCIATESima. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 =I TRI -STATE CONSTRUCTION, INC qer "d eonuacfi" D- 269111 111] 4 i ECOLOGY EMBANKMENT SLOPE IDENTIFICATION LOCATION SLOPE E167 STA 11072 +47 -11074+87 SEE DETAIL DD4 E167 STA 11077 +06 -11088+79 SEE DETAIL DD4 E167 STA 11105 +69 - 11120 +10 SEE DETAIL DD4 E167A STA 10993 +51 -10997+36 SEE DETAIL THIS SHEET • . � 1 N.T.S. 8' LONG X 6' WIDE EXISTING GRADE _ Di'-T- H_ FLOWLIN E CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL- DITCH OUTFALL REGION STATE <C,5 � � A NO. % .A FEDID PROJ.NO. W 'Q� of o 10 WAS JOB NUMBER �'ay4 �I [411 E III I/ i • m DATE P.E. STAMP BOX CONSTRUCTION GEOTEXTILE FOR PERMANENT EROSION CONTROL - 1 D 12" AK �. • , • • i r UJUJ + 6' 1211 A 1 1 ! . AdW ER TAT Washington State Department of Transportation 0 C Program rT DAVID EVANSg iLF11VGER BERG R w ANDASSOCIATESima. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Civil Inc. Phone: 425.519.6500 =I TRI -STATE CONSTRUCTION, INC qer "d eonuacfi" D- 269111 111] 4 i 11 3" CSBC 8" QUARRY SPALLS i- NONWOVEN GEOTEXTILE FOR SOIL STABILIZATION 2' -0 /I COMMON BORROW • : -. --• • 2.0•• CCESS ROAD 3" CSBC 8" QUARRY //- SPALLS i 1,6„ \ ( 2'0" NONWOVEN GEOTEXTILE FOR SOIL STABILIZATION 6" BACKFILL FOR SAND DRAINS TYPICAL ANCHOR TRENCH DETAIL N.T.S. GEOMEMBRANE /PROTECTION MAT FULL WIDTH OF RAMP NOTES: 1. CELLULAR CONFINEMENT MAT REQUIRED ON SLOPES STEEPER THAN 3HAV. SEE CELLULAR CONFINEMENT DETAILS. COMMON BORROW 116111 TOPSOIL 6" BACKFILL FOR SAND DRAINS 2. INSTALL GEOMEMBRANE PROTECTION MAT OVER HPDE LINER IN RAMP AREA. SEE DETAIL. 3. INSTALL HDPE BOOT (DESIGNED BY LINER MFR.) AROUND ALL PIPE PENETRATIONS TO PROVIDE LEAK PROOF SEAL. 4. ANCHOR AT TOP OF SLOPES PER TYPICAL ANCHOR TRENCH DETAIL. DESIGNED BY REGIONAL ADM. 11-611 TOPSOIL 6" BACKFILL FOR SAND DRAINS 6" BACKFILL FOR SAND DRAINS �--- CELLUAR CONFINEMENT MAT. FILL CELLS WITH BACKFILL FOR SAND DRAINS. SEE NOTE 1. HDPE LINER, 40 -MIL NONWOVEN GEOTEXTILE FOR SOIL STABILIZATION PREPARED SUBGRADE LINER DETAIL N.T.S. C: lWorklProjectWiselBTJV00021dms022681BTJV0002 DE DR 167- AB.dgn 2:35:53 PM REGION STATE FED,AID PROJ.NO. 8/12/2010 10 WAS d10 E. ANDERS 2 AS -BUILT 716/10 MS JOB NUMBER S. WHITE NDC 98 - LINER DETAILS 1/29109 Ims J. TORRIE 0 IFC 6/27108 JS CONTRACT NO. C -7295 LOCATION NO. L. HODGSON A ISSUED AT RISK 3/14108 JS D. DYE REVISION DATE BY �1. S To JO K ,3F W A S11 4/ i- DATE P.E. STAMP BOX 12" TOPSOIL EL. 18.50 101- Ar- MM911k1" Ll GEOMEMBRANE- PROTECTION MAT NONWOVEN GEOTEXTILE FOR SOIL STABILIZATION i w - - 12" TOPSOIL �I INSTALL GEOMEMBRANE PROTECTION MAT OVER r AND IN RAMP AREA. GEOMEMBRANE - PROTECTION MAT NONWOVEN GEOTEXTILE FOR SOIL STABILIZATION E---- - -- 0 12" TOPSOIL N TA E Washington State Department of Transportation Corridor DAVID EVANS ILFINGEty BERGE� ANDASSOCIATE$IAtC. rj� �( 415 - 118th Avenue SE Bellevue Washin ton 98005 -3518 Civil Inc. Phone: 4259.6500 TRI- STATE CONSTRUCTION, INC 101 -. [ORT FM • w 112 I