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HomeMy WebLinkAboutLUA02-009 DEVE�-��.Acm-i-E LAN ►SIG L art.,RE I NDEX I NDEX ( coNTINuED ) JAN 2 , 7O2 _ ____ � � p� PLAN PLAN SHET SHEET REFERENCE TIE NO . REFERENCE TITLE NO . _ - - NO . 1 IN1 INDEX 2 V1 VICINITY MAP 3-4 501-502 SUMMARY OF QUANTITIES 5 SP1 SITE PREPARATION PLAN 6 EC1 TESC PLAN - 7 EC2 TESC DETAILS 8 SN1 STRUCTURE NOTES 9 D1 DRAINAGE PLAN - 10 DPI DRAINAGE PROFILE 11- 13 DD1-DD3 DRAINAGE DETAIL . 14 SR1 STREAM RESTORATION PLAN WEST SIDE 15 SR2 STREAM RESTORATION PLAN EAST SIDE 16- 17 SR3-SR4 STREAM RESTORATION DETAILS - 18 . SDI STREAM DIVERSION PLAN 19 PV1 PAVEMENT REPLACEMENT PLAN 20 PD1 PAVING DETAILS 21 TC1 TRAFFIC CONTROL CLASS A SIGNS , 22-24 TC2-TC4 TRAFFIC CONTROL PLAN 25 DT1 PCMS LOCATIONS 26-28 DT2-DT4 DETOUR PLAN . PLAN REFERENCE NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS NO. AND MATCH LINE SHEET REFERENCES, ETC.. THROUGHOUT THE PLANS, SHEET REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. C;;..z...L.\(hoe-L. SHEETS • ALL s t-t€ET S FILE NAME I:\DESIGN\SR 167 Garrison 8, Springbrook\Dgn\PLAN SHEETS.dgn PLOT1 TIME 06:14:06 PM KrsT E FED:A.LQ PROJ.N0. ,� SR 167 I N 1 DATE O1/O5/2002 10 W SHi7i DESIGNED BY F. HEIGL „ SPRINGBROOK CREEK ENTERED BY F. HEIGL Washington State CULVERT REPLACEMENT SHEET CHECKED BY A. OMAR TRACT MO. .1 :ounce Mo. Department of Transportation PROJ. ENGR. I. GOLLER -INDEX 26 DATE DATE SHEETS REGIONAL ADM. L. ENG REVISIGN - DATE BY P.E. STAMP eM P.C. STOP mix 4 • T. 22N.9Ro5E.9 W.M. Tv23No9Ro5Eo9 W.Ma F. A. NH-0167(030) T°T SR 167 MP 23.64 \ . STA. L 1014+70.00 WEST VALLEY HWY I 68TH AVE S ANOOVER PARK E �� I ` A4S To Kent/Auburn ). . (7-211.2,.. .. - ANDOVER PK E Ai, - a f UNKw PACIFC RAILROAD • 400 S VAULEY RD S r---i \� pJ4. O �l 76TH AVE S J SZ � T 4 cn N '`'Iv' N N .,- xERx SglfA FE ��'� S# Ja BUR}lM(7'Ox N N H N CJ Z Z BOTH AVE S )1i 1:06 '" OAKSDALE AVE SW , N S= N N ' N r I m To Kent/Auburn J .� _ ..... 84TH AVE S 84TH AVE S 4 E m * f N ® s ® // R 5 E - ov. u' H a y i �'p L S O H T+ '1 ).• y LINO AVE SW o ��o AVE N ,. r Ant N • . E VALLEY RD t To Renton • 4i\ S zi?TH/44}' ` TALBOT RD S �' TALBOT RD S N C99 J N y N N O f To Kent cp'" .,m /! m 9 ® rn N : # N o • • ,P N r m BESO a To Bellevue N N WASTE SITE 108TH AVE SE I• 108TH AVE SEND I13 m in N ,y m N m B W N In CB m / z ro / ;q O J N = SF I I 1 ~ '20 7.''..-----. -..'_ m 0 2000 SCALE IN FEET Panther . Lake FILE NAME T:\DESIGN\SR 67 Garrison & Springbrook\Dgn\PLAN SHEETS.dgn PLOT2 TIME 06:14:07 PM RECI I STATE FED.AID PROJ.NO. �„ DATE 01/05/2002 "'4� SR 167 V 1 10 WASH SPRINGBROOK CREEK DESIGNED BY F. HEIGL JOO NUMBER NH-0167(030) ENTERED BY F. HEIGL 01A080 �'�.,'•o„Tso•,3`` Washington State CULVERT REPLACEMENT SHEET CHECKED BY A. OMAR CONTRACT NO. LDCATIDN NO. ''DbAL��u Department of Transportation o PROJ. ENGR. I. GOLLER iC. EA 1 VICINITY MAP DATE DATE SHEETS REGIONAL ADM. L. ENG REVISION - DATE BY P.E.STAMP BOX r.E. snip m: c SUMMARY OF QUANTITIES• D0T_RGG900 1/9/2002 SUB-TOTAL SUB-TOTAL GROUP 1 GROUP 2 * ,tic ITEM TOTAL SECTION SECTION STD- CULVERT THIRD NO I-07.2(1) I-07.2(Z) ITEM UNIT ITEM ?EPLA EMEN PARTY QUANTITY OF CF NO. DAMAGE STANDARD STANDARD SPECS SPECS I I I I I PREPARATION I I I I I I I I I LUMP SUM LUMP SUM C001 L.S. MOBILIZATION L.S. I 1 I I 2 250.00 250.00 0120 S.Y. REMOVING ASPHALT CONC.PAVEMENT 250.00 I I 13 96.00 96.00 0145 L.F. REMOVING CONC.BARRIER 96.00 I I I_ 4 10.00 10.00 0170 L.F. REMOVING GUARDRAIL 10.00 I I 5 1.00 1.00 0182 EACH REMOVING GUARDRAIL ANCHOR 1.00 I - - I 6 1.00 1.00 EACH REMOVE STEEL RESTRICTOR PLATE __1.00--- I I L I GRADING _I 7 220.00 220.00 0431 'TON GRAVEL BORROW INCL.HAUL 220.00 L I I DRAINAGE I I 1 8 130.00 130.00 C.Y. STREAM EXCAVATION INCL.HAUL 130.00 I L 9 355.00 355.00 1083 TON STREAMBED GRAVEL 355.00 I I L • 10 26.00 26.00 1072 C.Y. HAND PLACED RIPRAP 26.00 I 11 230.00 230.00 1086 TON QUARRY SPALLS 230.00 I I I 12 157.00 157.00 L.F. 10 FT X 6 FT CONCRETE BOX CULVERT 157.00 13 1.00 1.00 EACH 11 FT X 7 FT STEEL RESTRICTOR PLATE.1/2 IN.THICK 1.00 SURFACING 14 150.00 150.00 5100 TON CRUSHED SURFACING BASE COURSE 150.00 ASPHALT CONCRETE PAVEMENT 15 250.03 250.00 5711 S.Y. PLANING BITUMINOUS PAVEMENT 250.00 16 160.00 160.00 5752 TON ASPHALT CONC.PAVEMENT CL.B PG 58-22 160.00 EROSION CONTROL AND PLANTING L 17 0.10 0.10 6414 ACRE SEEDING.FERTILIZING,AND MULCHING 0.10 18 400.00 400.00 6373 L.F. SILT FENCE 400.00 19 2000.00 4U.U.00 6489 DOL TEMPORARY WATER POLLUTION/EROSION CONTROL 2,000.03 20 50.03 50.00 6405 C.Y. TOPSOIL TYPE A 50.00 21 3.00 3.00 6552 EACH PSIPE WESTREN RED CEDAR.4 FT TO 4 FT 3.00 22 3.00 3.00 6552 EACH PSIPE BIGLEAF MAPLE,4 FT TO 6 FT 3.00 23 19.00 19.00 6552 EACH PSIPE VINE MAPLE,4 FT TO 6 FT 19.00 24 26.00 26.00 6552 EACH PSIPE RED OSIER DOGWOOD.3 GAL 26.00 25 32.00 32.00 6552 EACH PSIPE SALMONBERRY.3 GAL 32.00 26 3.00 3.00 .EACH LOG WEIRS 3.00 • TRAFFIC 27 172.00 172.00 6751 LF. BEAM GUARDRAIL TYPE 1 172.00 28 1.00 1.00 6716 EACH BEAM GUARDRAIL FLARED TERMINAL 1.00 • 29 2.00 2.00 6774 EACH BEAM GUARDRAIL ANCHOR TYPE 4 2.00 30 96.00 96.00 6763 L.F. SINGLE SLOPE CONC.BARRIER 96.00 31 304.00 304.00 6781 L.F. TEMPORARY CONC.BARRIER 304.00 32 2.00 ' 2.00 EACH TEMPORARY BARRIER CONNECTION 2.00 33 6.00 6.00 7447 EACH TRUCK MOUNTED IMPACT ATTENUATOR 6.00 34 120.00 120.00 7449 HOUR OPERATION OF TRUCK MOUNTED IMPACT ATTENUATOR 120.00 35 AUL,U.00 2UUJ.00 L.F. PAVEMENT MARKINGS 2,000.00 36 730.00 730.00 6902 S.F. SIGN COVERING 730.00 37 500.00 500.00 6956 HOUR SEQUENTIAL ARROW SIGN 500.00 38 13.00 13.00 6994 EACH PORTABLE CHANGEABLE MESSAGE SIGN 13.03 39 940.00 940.00 6995 HOUR OPERATION OF PORTABLE CHANGEABLE MESSAGE SIGN 940.00 40 LUMP SUM LUMP SUM 6964 LS. TEMPORARY TRAFFIC CONTROL DEVICES L.S. 41 900.00 900.00 6979 HOUR TRAFFIC CONTROL LABOR 900.00 _I 42 20.00 20.00 6968 DAY- TRAFFIC CONTROL VEHICLE 20.00 I 43 200.03 200.00 6972 HOUR TRAFFIC CONTROL SUPERVISOR . 200.00 I GROUP LEGEND: GROUP NUMBER SR CONTROL SECTION TAX SCHEDULE FUND PARTICIPANTS I 167 176502 ** FEDERAL AID • 2 167 176502 vs! STATE REGION STATE FEDERAL AID PROJECT.NO. 10 WA NH-0167(030) SR 167 SQ. I .7 Washington State SPRINGBROOK CREEK SHEET JOB o2Aoo2n WA Department of Transportation CULVERT REPLACEMENT 3 OF CONTRACT NO SUMMARY OF QUANTITIES v DATE REVISION BY 000000 SHEETS • DOT_RGG900 SUMMARY OF QUANTITIES 1/9/2002 SUB-TOTAL SUB-TOTAL GROUP 1 GROUP 2 t ** ITEM TOTAL SECTION SECTION STD. E CULVERT THIRD NO I-07.2(1) 1-07.2(2) ITEM UNIT ITEM ? N PARTY QUANTITY `OF OF NO. DAMAGE STANDARD STANDARD SPEC-S SPECS 44 80000 800.00 6982 S.F. CONSTRUCTION SIGNS CLASS A 800.00 I I I I L f OTHER ITEMS - - - - 45 1140.00 1140.00 7006 C.Y. STRUCTURE EXCAVATION CLASS B INCL.HAUL 1.140.00 _ - 46 1810.00 1810.00 7008 S.F. SHORING CR EXTRA EXCAVATION CLASS B • 1.810.00 47 60.00 60.00 L.F. REMOVING AND RESETTING CHAIN UNK FABRICK 60.00 ---- - _ 48 5000-00 5000.00 7725 DOL REIMBURSEMENT FOR THIRD PARTY DAMAGE 5.000.03 49 1.00 1.00 L7728 DOL MINOR CHANGE 1.00 50 LUMP SUM LUMP SUM 7736 LS. SPCC PLAN LS. 51 280.00 280.00 7550 S.Y. CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 280.00 • • GROUP LEGEND: GROUP NUMBER SR CONTROL SECTION TAX SCHEDULE FUND PARTICIPANTS .1 167 176502 ** FEDERAL AID 2 167 176502 .: STATE • REGION STATE FEDERAL AID PROJECT.NO. 10 WA NH-0167(030) SR 167 St?2. Washington State SPRINGBROOK CREEK SHEET JOB NUMBER CULVERT REPLACEMENT t.}. 02A00211 W Department of Transportation CONTRACTOF NO SUMMARY OF QUANTITIES 2� DATE REVISION BY 0000000000 91EETS C T.22N., R.5E., W.M. T.23N., R.5E., W.M. • VINN-_ RESET TEMP. CONC. BARRIER TO R/W Coi I L 1014+85, 54 LT f 1 a L 1014+65, 54 LT 1 VI REMOVING ASPHALT CONC. PAVEMENT N BEGIN REMOVING ASPHALT 1 15+38 - CONC. PAVEMENT 1 1 kl, L 10REMOV I END REMOVING CONC. BARRIER 3 L 1014+42 1 I t 1 END TEMP. CONC. BARRIER RT. i BEGIN REMOVING CONC. BARRIER } 1 - wBEGIN TEMP. CONC. BARRIER LT 1 11 co1 � L 1015+94 = L 1013+86 \ IJ— END TEMP. CONC. BARRIER LT a CONNECT LT BARRIER TO EX. 1 BEGIN TEMP. BARRIER RT I a1 SEE PAVING DETAIL-SHT PD1 o CONNECT RT BARRIER TO EX. 111 N1 1 o SEE PAVING DETAIL-SHT PD1 1'1 N l i II1 c —s ——s ——s——s tee'_ s—— s —— S ——_ S—-- S—— S —— S —— S—.�.9'S —_ S—— s —— s—— S —— S —s—- . I ` NO NAME CREEK r,,,,,„rr„r,,,,„,rr,,,r-r,-rw.✓u L,LlL , ur11 %u , ctr .rr� ,r„citi, ,,.".,ay .,,. -, r-r „ r r rr- r�rr rrrrr 1 i� } „ rrrrr, rrrr,rr, „rrr„r } 0 0 r I o - - - - -- - - � — S1\�jA --- — M - - - - - - - L-LlinE - - - n A` -- -- -- -- -- SR 167-- -- o .� — -- — — L. �� q I 0 0 o ' — _ — _— - -, - - - - — — - - 1 _ -z a o 3 11 i PLANING BITUMINOUS PAVEMENT i „,,,,r„r.,,,,,„„,rrrr„r „,,, 0 J , „„L, , , ,JjFMOVING ASPHALT CONC. PAVEMENT „„„„„„,,,,,,,,,,,,�„ L 1014+41, 55 RT �r1 �1_ _ BEGIN REMOVING GUARDRAIL ( L 1015+0VI 56 RT \ ,,,,,,,,,,,,,, � END REMOVING ASPHALT CONC. PAVEMENT 1 L 1014+82, 54 RT 1 1 L 1015+32, 116 RT BEGIN REMOVING ASPHALTr 1 \ END REMOVING AND RESETTING CHAINLINK FABRIC - CONC. PAVEMENT \ \` ` 1 r.~o L 1014+72, 117 RT 1 1 111 L 1014+86, 54 RT -i BEGIN REMOVING AND RESETTING I I , N END REMOVING GUARDRAIL 0 CHAIN LINK FABRIC \ 1 , I GUARDRAIL TO a REMAIN M _ LEGEND: m 0 o 2EX. J-BOX ���/�� PLANING BITUMINOUS PAVEMENT �` REMOVING ASPHALT CONC. PAVEMENT `' EX. MANHOLE �� -'- - EX. GUARDRAIL -s--s--s--s --s EX. SEWER LINE N O c-- --c--c--c- EX. GAS LINE Tr - 0 o n EX. TRAFFIC LOOP TYPE 1 NOTE: 1. EXISTING TRAFFIC LOOPS TO BE i 1 + ��0 POWER POLE W/ANCHOR REPLACED OR RELOCATED BY OTHERS 0 50 100 SCALE IN; FEET -•- -_--_--_--_--- EX. CHAINLINK FENCE - RE"" STATE FED.AI D PF OJ.N0. Es ir.Jo PROGRAM DEVELOPMENT ...,, DIVISION �► SR 167 DESIGNED BY:- PCC• , 12/01 10 WASH ,e fit' �= Washington State SP 1 ENTERED BY. = PCC.. 12/01 Department of Transportation SPRINGBROOK CREEK CHECKED BY JMST 12/01 MA.E. CULVERT REPLACEMENTS SHEET N PROJ. ENGR. 1. GOLLER 12/01 01A080 'q%fa,i:�+ HO.- e•J��,. a o���o��N. SITE PREPARATION PLAN 28 REGIONAL ADM. L. ENG 12/01 DAVIOEVANS . DATE DATE REVISION. BY lows a SHEETS T®22Na9 Ro5E W.M. T®23Nv9 Ro5E.9 WoMe • PLACE QUARRY SPALLS ; ' `� AT OUTFACE OF GAS '1 0t EX. SEWER MANHOLE LINE CASING. ,, 1 a; FL 12.11 1 ' m 1 EX. GAS LINE CASING `, , r1 1 , d, `, % ' a; EX. 24"X 36"X 157 LF CCj CMP ARCH 18" DIA. CONCRETE , a,1 ,ur, ALA I , a: FL 19.42 �1 EX. 12" DIA. CULVERT ALL. • 1 , 1 , 1 NO NAME CREEK u4 .u4 alu •--•--• •- - i•_ Y u4 u4 u4 .u4 al4 I t ;! Al4 �l4 AIL ,,u, ,u4 ,u4 �t4 illt, 'u` i - �l4 u ,. " ,u4 Wu • WETLAND F u4 u4 WETLAND ,tG,t .LA "` - ' 'AU' ...IA 18" DIA. CONCRETE .u4 �l4 ill4 ,s14 ,u4 ,4 u4 !�- u4 1`� ''� W.I. A u4 WA /FL 19.86 II _ __ _._ l n • ,1 .. ■I4 __ iT11.��,` 11 tY lam. it I'� SH7 16 1 �Ii' - a• T n (V --- J. U - v (i- . MT. . ---LE- -'_ ,T �- ,� wil —1 1� = II 7 11- s TAT.1 11 IT- . -- T aTWamT=. '� ii —�'� -•—� , ,u4 .u4 .u4 ,114 ,114• ,llt. 'll4 'tilt` a114 ii • 1 1 ' • .-_. .u4 ,114 iT au. ill4 18" DIA. CONCRETE/ I =1 • ill4 EX. 12" DIA. CULVERT W4 WA FL 20.24 au. I (NOT LOCATED) ,u. ill4 au, WETLAND "D" ,u4 u4 -- i, ,u4WA .u4 i1l4 ,,14 '"`` WA ! WA 18" DIA. CONCRETE Al`/ . ill4 au. All., ,114 .0. WA ', F L 2 0.3 8 Au. 'u` WA WA l4 WAil ,,W Ali. PROPOSED 6"X10'X160 LF 1' ; i114 ''u t`4 mo al4 1 , A ' CONCRETE BOX CULVERT �--s, ; ; „ „ ,,u. • ill4 I EX. SEWER MANHOLE WETLAND E '14 ill4 �� FL 14.66 WA '4 PROPOSED LOG WEIRS 1 1 1 .u4 ,u4 .u4 (SEE SHEET DP1) 1 ', ' % ,,u, >,u, au.1 • I ' 'Alt`1 ' 1 Al4 . , WA , ' ; .u4 u4 '1 . , i 1 , I I. , 1 - 1 1 % Y 1 1 U ' , • 1 O LEGEND % &' - -•-•- PROPOSED SILT FENCE t Ia • AREA OF NEW SURFACING F I 1 %,1 WA 0 50 100 �, a W4 au, WETLANDS SCALE IN FEET , FILE NAME I:\DESIGN\SR 167 Garrison & Springbrook\Dan\PLAN SHEETS.dgn PLOTS TIME 06:14:09 PM HEololNo.l STATE FED.AID PROJ.NO. EC1 DATE 01/05/2002 10 WASH ' c°'`+ SR 167 iigii . DESIGNED BY F. HEIGL Joe, H SPRINGBROOK CREEK ENTERED BY F. HEIGL 01A080 °' •/"Zni.•• z• Washington State CULVERT REPLACEMENT SHEET CHECKED BY A. OMAR CONTRACT NO. LOCATION NO. �'''°•AE S'°� Department of Transportation m PROJ. ENGR. I. GOLLER ® TESL PLAN 28 DATE REGIONAL ADM. L. ENG REVISION DATE BY P.E. S �pp= FA.STAIR BOX DATE SHEETS TL EETS GENERAL NOTES 1. EVERY EFFORT SHALL BE MADE DURING CONSTRUCTION TO MINIMIZE THE ESCAPE OF SILT LADEN RUNOFF FROM THE PROJECT AREA. 2. TEMPORARY EROSION/WATER POLLUTION CONTROL DEVICES SHALL BE CONSTRUCTED AND OPERATIONAL PRIOR TO THE START OF GRUBBING, GRADING, OR OTHER EARTH DISTURBING ACTIVITIES LOCATED UPSTREAM. 3. EACH EROSION/WATER POLLUTION CONTROL DEVICE OR MEASURE SHALL BE MAINTAINED DURING ITS_USEFUL_LIEE_BY CLEANING.-REPA.I-R-, OR OTHER PROCESS AS DIRECTED BY THE ENGINEER. 4. THE CONTRACTOR MUST EXPECT TO ENCOUNTER GROUND WATER WHEN PERFORMING ANY OF THE WORK SHOWN ON THESE PLANS. DIRECT DE-WATERING OF THESE AREAS INTO ANY BODY OF WATER OR STREAM WITHOUT FILTRATION WILL NOT BE PERMITTED. 5. SILT FENCE INSTALLATION SHALL INTERCEPT ALL DRAINAGE FROM FILL SLOPES AND AREAS TO BE WATERED. ENDS OF SILT FENCE SHALL BE LOCATED AND STAKED INTO THE FILL SLOPE TO PREVENT DRAINAGE FROM BYPASSING THE SILT FENCE INSTALLATIONS. 6. THE CONTRACTOR SHALL SEED. FERTILIZE, AND MULCH SLOPES AS SOON AFTER GRADING AS PRACTICAL TO MINIMIZE EROSION. 7. THE ENGINEER MAY ALLOW REMOVAL OF AN EROSION/WATER POLLUTION CONTROL DEVICE WHEN SLOPES UPSTREAM FROM THE DEVICE HAVE BEEN STABILIZED AND THERE IS NO FURTHER NEED FOR THE DEVICE. THE SITE OCCUPIED BY THE DEVICE SHALL BE SUBSEQUENTLY CLEANED UP TO THE SATISFACTION OF THE ENGINEER. ALL LEFT OVER DEBRIS SHALL BE APPROPRIATELY DISPOSED OF OFF THE PROJECT SITE. 8. MODIFICATIONS IN THE LOCATION AND DESIGN OF EROSION/WATER POLLUTION CONTROL DEVICES SHOWN IN THIS PLAN WILL BE ALLOWED WITH THE APPROVAL OF THE ENGINEER. 9. SEE -SITE PREPARATION, DRAINAGE, UTILITY, & STORMWATER SITE PLANS- FOR SILT FENCE LOCATIONS. MINIMUM 2 x 2 WOOD POST OR NO. 8 REBAR OR SUPPORT GEOTEXTILE FABRIC ON 1" DIA. STEEL PIPE. WIRE MESH IF RECOMMENDED MAX. SPACING 6"-0" O.C. BY GEOTEXTILE MANUFACTURER DIRECTION OF 4111, RUNOFF FLOW CONSTRUCTION GEOTEXTILE ;II, STAPLES. WIRE. OR FOR TEMPORARY SILT FENCE I MANUFACTURERS RECOMMENDATIONS ANCHOR FLAP OF GEOTEXTILE 411.1 WITH TAMPED BACKFILL �d�(♦ 1111 o uT COW N N I II, • EXIST GROUND 0.5' MIN. V� o --__ ING-- X Cr • --a w w r�wo w J V) N N� CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE FILE NAME is\DESIGN\SR 167 Garrison & Springbrook\Dgn\PLAN SHEETS.dgn PLOT4 TIME 06:14:11 PM REGIa STATE FED.AID PROJ.NO. DATE O1/05/2002 10 WASH SR 167 EC2 DESIGNED BY F. HEIGL JD®wER e® ®, SPRINGBROOK CREEK ENTERED BY F. HEIGL 01A080 11/4 4.)rtsT ��r •` Washington State CULVERT REPLACEMENT SHEET � CHECKED BY A. OMAR CONTRACT I . LDT)DI NO.. 'IO AI.ETjO Department of Transportation 7 U PROJ. ENGR. I. GOLLER It:ma 128 DATE DATE TESL DETAILS SHEETS REGIONAL ADM. L. ENG REVISION DATE BY I.E. STAMP BOA I.E. STAMP ROA STRUCTURE NOTES GENERAL NOTES: NOTE: ctw x w THE FIRST NUMBER OF THE"CODE O� m v m z z x • DESIGNATION"BELOW REFERS TO THE SHEET m z w r O w z NO.OR THE SHEET REFERENCE NO. SHOWING co z O w c- w _i w > w N co THE DRAINAGE FEATURE. w •ci d.> 0 w H Q Q �- O I- . . u_ > E o g x i x z z . cna wc� m THE SECOND NUMBER REFERS TO THE w D U o w ¢ F t= w U z DRAINAGE FEATURE FOUND ON THAT SHEET. m w w U w u. u OF z 0 0 O to w >� ~a i Q Q Zx > I- O w CO a CC -x-w CC Oy� w _____w----- D aUc O > > � o � I- Q ZQ Q 0oD LL � rw .= - � U = x Z � oo ww . 00 � = Cl) I 0 '- o ccI- CO Vnw Uu_ U) — • CODE LOCATION '1 \ UNIT OF MEASURE> EACH TON C.Y. TON C.Y. TON L.F. EACH C.Y. S.F. S.Y. D1-1 DOWNSTREAM SECTION • 30 30 10 1. REM. EX. 157 FT 24 IN X 36 IN CMP • D1-2 PROPOSED CULVERT 1 90 280 6 . 230 157 1 1140 1810 280 1 D1-3 UPSTREAM SECTION 100 45 10 • • • • . SHEET TOTAL 1 90 130 355 26 230 157 1 1140 1810 280 • . PROJECT TOTAL 1 90 130 355 26 230 157 1 1140 1810 280 ! _ REGION NO. STATE FED.AID PROJ.NO; -. SR167 SN 1 DESIGNED BY ATN 01/03/02 10 WASH SPRINGBROOK CREEK ENTERED BY ATN _ 01/03/02 • ; - �� SHEET CHECKED BY. JMST _ 01/03/02 _ JOB.NUMBER NH-0167(030) Washington State CULVERT REPLACEMENT Department of Transportation 8 PROD. _ • ENGR. I GOLLEF2 01/03/02 . 0:1A080 OF ' REGION ADM. L.ENG 01/03/02 CONTRACT NO. STRUCTURE NOTES 2.8 • DATE DATE REVISION BY - SHEETS T.22N., R.5E., U.M. T.23N., R.5E., V .M. . C OREGRADE STREAM FROM CULVERT TO R/W 1 CONSTRUCT 10' TRANSITION SECTION TO 1 • MATCH EXISTING SECTION AT R/W w - u3 L .1 1 V ' 1 1 1 -, ', - -- - 1 p i 1 1 1 1 r w 1 1 1 ' a.,0 l 0 1�1 }\ �i,11- 11 _-___--- -- 1 1 _ o i 11i __� 1 l 1 EI SEWER MANHOLE _ --- x i iii -- 1 ----_ O l ', y FL�112,11 ,11,.- .� 11 `11 4 NO NAME :E" tel Kr 24'"CASING • v, ,i u,. u, va'TYl7'7TY>>i rr r,.r-r.vs.v c..rl tt! , c, ��s '.' .'I, In AIL ' ' -- Al,. ,ILL, -1,4 '" I 47,:�Sr'�b --i - �� .. .... _ _ liliTti:austAlicia o FL 24.60 11� AILAW ALL �'" i1, , ,� WETLAND "F" �� CONCRETE <C ITIi ill, _ WETLAND .i1��f -: I ;� ,,,, lip oil. u .u,. /Z.0'19.86 o II / , li 1.. If n 0 o - FL25.50 9 �?L23T27 - - - FL 19.42FL26-90 , n ` _ o - - N L LTF7E �I L �� � —R1- - - - - It- SR 167- - c�.i- _ • ro sp o .�1NN 8:_DUL. 1 11 1 >, 1 - o _ ==1F�� �1-__ LL - -- 11 • it o 11- '1 i 1 - q - - - - - - AIL - - -m. 3 8.OM ^��———— 4- ^p , NOT LOCATE!-' a WETLAND "D" 18•'DIA CONCRETE ' N 4 / ETL ,,� 1 �'� WETLANOui''E" ,� / FL 20.24 / '-. AL •A..S ,114 slit.AV 1 'u4' .,i.. l .11t. 18"DIA CONCRETE AW FL 20.38 1a M ` ' EX. SEWER MANHOLE '�` ALL ,114 OI d 1 it ' 11 Flc1i.14.66 au4 'W '114 Ai&A14 AN 1' i © REGRADE STREAM FROM CULVERT EX. GAS CASING 11 1 \ yi '7 TO 10' EAST OF LOG WEIRS a TO BE USED FOR / 1 I LEGEND:. STREAM DIVERSION 1 1 11, 1- v l , In PROPOSED LOG WEIRS 11 .'• .: EX. J-BOX LOG WEIR SEE PROFILE ON SHT DPI l o `1 EX. MANHOLE I I CULVERT • o -'- -'- - EX. GUARDRAIL -s--s--s--s--s- EX. SEWER LINE v • -c--c--c--c--c- EX. GAS LINE o •• n EX. TRAFFIC LOOP TYPE 1 • 50 too E--0- POWER POLE W/ANCHOR 0 7 ., - SCALE IN ET • - - —•——_——x——,——.——,— EX. CHAINLINK FENCE • x 1'E0'0M STATE FED:.AI D PROJ.N0. i N - ro9. 5 Si./p PROGRAM DEVELOPMENT os..qy 4 DIVISION - DESIGNED BY-- A.--NGUYEN 12/01 • 10 WASH `' � Washington State SR 167 pl • ENTERED BY S.KASUMACIC 12/01 - -' Department of Transportation SPRINGBROOK CREEK CHECKED BY J. ST JOHN 12/01 •� CULVERT REPLACEMENT sHecr PROJ. ENGR. I. GOLLER 12/01 01A080 ,4. A.,,,,,, 4,, DAVID tvrw. REGIONAL ADM. L. ENG 12/01 T*�*� �"` �-�saoc]x :_ DRAINAGE PLAN DATE DATE REVISION BY - - 1 EPEES mom' SHEETS 1 30 EXIST. SINGLE SLOPE BARRIER 30 c SR 167 SR 167 CP "ID SOUTHBOUND • jI NORTHBOUND • • • L I I 11 - a 28 I I --• 28 3 _ I \\ — I PROTECT EXIST. 1-1/2"" \ 8 +/ ELEC. CONDUIT \ W // w v _ \\ 11'x7' STEEL RESTRICTOR — PLATE, SEE DETAIL ON DD3 o / o PROTECT EXIST. FIBER \ O 26 / " °OPTIC CONDUIT \ 3 26 / \ EXIST. CHAINLINK FENCE t / ~ \ Lc) / N - p p p 1� MATCH EXISTING i - ` GRADE 24 0 24 • . - D V V D ` l 10" o ` EXIST. i M / 1 WEIR } --� O.G. N -_ 1 0 __ • 0 22 36' +/ I ___ _ --—-- — I'. I f� I' STREAMBED 22 o I I1 I n • • \S i. GRAVEL 0 r , 1 O F- dy 3 , I II r R�3j�� • REMOVE 10' d�•o n MATCH EXIST. I� EX. 157 LF 24 x36" CMP r __ `. LOG WEIRS (3 TYPICAL) ��a/ SEE STREAM RESTORATION 20 • GRADE _ i 20 . . al: �Q DETAILS SHEET SR3 W F-W / m a 00 1' STREAMBED GRAVEL w a o prp� 15' 15' J f� 00 000o 00 0 000 `n cc • 0�0 N 18 18 • < 00 Clo A 0000 AA �� In .. <, 0 00 < + + Allgh Z 2tr) ' HAND PLACED RIPRAP M © oM D1 rn �` 15T LF 10' x 6' CONCRETE BOX CULVERT in•in U w • O N D 1 5=0.005 NN w F- O • Q' . . L W J J W .N-, ZOc. ,-•WW WN.. X N W F- •m M 2 d'J.. .F-n. O •U •al Ol 2 W Li_ >C 0 0 o NOTE: X ., M D1 I-• _I .1.,, • Cl/ FOR CULVERT END DETAIL W • SEE DD3 TYPICAL BOTH ENDS /- • W H: 1"=20' a x s W •-- V: 1"=2' . . 3+60.0 . 3f80. 4+00:'. 4+20 4+40. 4+60=:? 4+80 5+00 5+20 5+40 5+60 ..• 5+80 6+00 6+20 6+40_ 6+60 m I I I ,F1;n10'STATE FED.'AID FRROJ.NO. Es sr.Jo PROGf?AM DEVELOPMENT ' I 'QIbli DIVISION �, Washington State • SR 167 DP 1 DESIGNED-BY 'S ASUMACGUYEN 12/01' 10 WASH • . f (: ®apartment of Transportation SPRINGBROOK CREEK • ENTERED BY S.KASUMACIC 12/01 CULVERT REPLACEMENT CHECKED BY J.ST.JOHN 12/01 '0°"F"�" \• n.., - PROJ. ENGR. I. COLLER 12/O1. 01A080�� �4i\ji'l"1114's`, O a cwvIo ivwMs . is - .,�A..00FATE.r.. DRAINAGE PROFILE 28 REGIONAL ADM. L. ENG 12/01. 0 DATE ; I DATE REVISION BY I I L ►' L - 2' 16' WIDE TRENCH 2' 10' I, L 1 0.15' C1 > I 1 cp ( 1) v MATCH EXISTING 0.35' 2 1p VARIES 0.9' TO 2.1'ec \/Z \/ o (f1) rn / I \ 1 w 1 w il . O c PLANING BITUMINOUS 0:5' DIA ACCESS HOLE 0.5' ACCESS HOLE PLANING BITUMINOUS PAVEMENT o' PAVEMENT 4-- 1 Lc) // D v V v e // M •v o v v v O o • o , 1 / rn 9' +/ ( ._) . . REMOVE EX. 9' +/- / \ 24x36" CMP IN v CO CDF (o o O v F— I' / 3' O I Q O �y--� - (Apt / 3 .verosNTa rn 0.5' (-2-) LEGEND: ° 1- N o / .5' a / z .7 ( )ASPHALT CONC. PAVEMENT CL. B. PG 58-22 o�•*� Us , 102060 T „ v D ff v D v v D V v 1:?' V v k a_ O CRUSHED SURFACING BASE COURSE (CSBC) 0 0000 0000 sr °GRAVEL BORROW INCL. HAUL 0 0 0 00 in `v o QQ QcPo QUARRY SPALLS -� 0 ooc o O Vo O 0o o ' (4)PRECAST CONCRETE SLAB N OAll(-) \\\\\_: Mo ( >STYR0FOAMEXPANSION MATERIAL Dl CONSTRUCTION GEOTEXTILE o FOR SOIL STABILIZATION ()CONTROL DENSITY FILL BOX CULVERT AND TRENCH DETAIL ' NTS ` ` Gmm STATE FED.AID PROJ.NO. 1 4 tq, ��5 St ID PROGRAM DEVELOPMENT 7 , - ! �!� W s,+•�${ DIMON ,� - SR 167 ,e DESIGNED BY A.NGUYEN 12/01! 10 WASH - • � Washington State DD 1 ENTERED BY - -S.KASUMACIe "12/01: II® Department of Transportation SPRINGBROOK CREEK CHECKED BY •J.ST.JOHN 12/01 '0•~'E* _ CULVERT REPLACEMENT SHEET PROJ. ENGR. I. GOLLER 12/01. 01A080 '4,•.c,,,,.,•�.}�' - 11 REGIONAL ADM. L. ENG 12/01 T HO. ''+aui�`° a Ae$O cvAN• a DATE DATE REVISION BY l , , alluoAO.00IATE.s. DRAINAGE DE-TA I L • Zak C IT' 10' 17' a) Q --------------------- �` /--_—___— _--________ —r_ ri 1 // EXIST. GRADE J V) 1` // W 2 \� / x "-V"bt,•,}_ �, \ - - - -- - // 11'C3 OVEREXCAVATE 6" NIX 6" TOPSOIL CLASS A WITH 6" NATIVE SOIL (TYP. BOTH SIDES) 1' THICK STREAMBED \ i •1. t) ✓ GRAVEL - \ E.vi„' , . - / In �\ •'• - J / FINISH GRADE Up �vf d•�..••.. . O In O - 1' 3' 1.5' T Ih (V 0 • O ' DOWNSTREAM SECTION A ~p NTS D 1 0 . 17' INSIDE R/W 10' • 17' INSIDE R/W • . 10' OUTSIDE R/W • . r5' OUTSIDE R/W i — . __--------__ __ __------------- .. __ _ . ________ ,_ . .___.____ /7 d 1 , / EXIST• GRADE �1 1 / • I1 1 , / . • 2 M 2 \ / 0_ Pk. \ / 46 -990 ..-.I '� \ I OVEREXCAVATE 6". NIX 6" TOPSOIL CLASS A CV \ / �4/4"�� WITH 6" NATIVE SOIL (TYP. BOTH SIDES) O •,. . / 4W 1179 !W•!l!! li;�!• •r.b�� '_ _ .Till.r�•! �10140 _«`.• '' FINISH GRADE lfirr• M O N. " 3' 4' 3' O 1' THICK STREAMBED GRAVEL UPSTREAM SECTION D B • • 1 NTS 1 t • i - J 1 I I I I RE010N STATE FED.A I D PROJ.NO. I . Mq• Eg ST.J PROGRAM DEVELOPMENT • y ,*.,w°�y DIVISION �s SR 167 N DESIGNED BY A. NGUYEN 12/01! 10 WASH ° ''- � Washington State DD2 'ENTERED BY - S.KASUHACI-C 12/01: �I® Department of Transportation SPRINGBROOK CREEK CHECKED BY J. ST. JOHN 12/01 JOB " r,�,. CULVERT REPLACEMENT SHEET PROJ. ENGR. 1. GOLLER 12/01: 01A080 '4''• '�•.+`` 2 REGIONAL ADM. L. ENG 12/01 r U"'**c o. t`j`°""`� a "°SSOCIID ATEem.. DRAINAGE DETAIL 2 i ... -. DATE DATE REVISION BY 1 Dales 101202 I SHEETS C o U • o �RIPDRAPPLACED n , cv r 3 up m /"� 1-. D Og00°O 6 80 Q°°°O°0o N _ -- 7 00�o °�Q°° b 0 0 10'x6' CONCRETE i BOX CULVERT STREAMBED up P WELD 4" DIA. HALF CIRCLE STEEL PLATE GRAVEL + WITH 1" DIA. HOLE FOR LIFTING (2 TYP.) V 6 5' °1 °Q° 0 4-1/2"" BOLTS EMBEDDED I N CONCRETE O Oo°Oaa°o o Q o o 1 Qoo N PLATE TO BOX CULVERT WITH i / EE ° _1 o Q ID 00�D —__f 0 0 0 O O 0 ./ N j r; �// /// �/ // //// PLAN o , ;//,/.; , ,,-_ / / /7 / o / STEEL PLATE .' ' / /� / a / // I// / — / / / 2 10'x6" CONCRETE / �1 BOX CULVERT /////// / /// —FLOW LINE / / //;j' i' °e °°° j /;/ cr 0.5" TYP. 0°� HAND PLA D v v i RIP RAP STREAMBED m ; // _ GRAVEL SECTION w 0 I 3 ri M N 11' O O 0 CULVERT END DETAIL ( TYPICAL ) NTS 11 ' x7 ' STEEL RESTRICTOR PLATE DETAIL NTS N. _ _ E RWI STATE FED'.AID PROJ.NO. s Sr.jo - y" DESIGNED_BY A.NCIIYEN 12/01 . .. _ 10 WASH ,��°�,`w+',~tee Washington State SR167 DD3 ENTERED BY S.KASUNACIC 12/01 _ '* Department of Transportation SPRINGBROOK CREEK CHECKED BY J.ST.JOHN 12/01 Joe I CULVERT REPLACEMENT PROJ. ENGR. I. GOLLER 12/01 - 01A080 'v.''°�:it,,:�` REGIONAL ADN. L. ENG 12/01 camAcr■o. t`+i L t'"‘ WI a�V�D' 'DATE GATE REVISION BY mu e �g'� T� DRAINAGE DETAIL 2u o X ----\ i.sw-- ''-''''' • \ . Gn 13 00 X • x n N '1 \ p STREAMBED GRAVEL 1 r \ \ '0 . (NJ V/1 0O 0'44' TOP OF SLOPE TRANSITION H TO EXISTING GRADES AT R/W Id IA O V) \ , • `� — <• I _ m — 1 RrW -- Z�-�-;;o PLANT SCHEDULE cp I 1 '.••• 0 • �,• Q ttll I *VP L ; :::::1M_ NAME COMMON NAME SIZE OTY SPACING Ole 1 g WESTERN RED CEDAR 3' - 4' 1 18' - 20' O.0;,) 1 �� G'.�tim = c THUJA PLICATA Mo tr 1 �o V Op 1 * �" 0\ " — • EXTEND STREAMBED GRAVEL 1' __ //juntIN��\ 1 .....• VDC) AZI&• , � • VERTICAL UP SLOPEN • IZ•f. •. . 10 1 = 1O1 •1•• i _r 1 ACER MACROPHYLLUMBIGLEAF MAPLE 4' - 6' 2 6' - B' O.C. Op 1f' r \ O1 • O ...r.---- LIMIT OF WORK • I- \W1101 (3' rfi MN.Po - o 4 ACER CIRCINATUM VINE MAPLE 4' - 6' 9 4' - 6' 0.C- EDGE OF SHOULDER - * CL SHRUBS/GROUNDCOVERS • SR` 167 0 CORNUS SERICEA • RED OSIER DOGWOOD 3 CAL. 8 4' - 6' O.C. N //::) RUBUS SPECTABILIS SALMONBERRY 3 CAL. 19 3' O.C. I- . CD J 0 PROPOSED 10'x6' M CONC. BOX CULVERT a HYDROSEED MIX U) 04 V C BJJ4CIAYS IOW-GROW SFFD MIXTURF 1HYDROSEED ALL DISTURBED AREAS/ PERCENTAGE OF SEED N O BARCLAY PERENNIAL RYE LOLIUM PERENNE 70% • •• PENN LAWN RED CREEPING FESCUE FESTUCA RUBRA 20% N O AURORA HATRD FESCUE FESTUCA LONGIFOLIA 10% v O O NOTE: • SEE SECTION ON 002 FOR TOPSOIL LOCATION 1 1 0 10 ! 20 - SCALE IN FEET I I I I"�,°g10M STATE FED:.AI D PROJ.NO. • PROGRAM DEVELO_PbtENr h •DESIGNED 'BY M. E?STEIN 12/01 30 WASH ��� DIVISION Washington State SR 167 SR 1 ENTERED" BY S.KASUMACIC 12/01 �I/ Department of Transportation• SPRINGER PL CREEK CHECKED BY J. ST JOHN 12/01 ► CULVERT REPLACEMENTS f _ PROJ. ENGR. I. GOLLER 12/01 01A080 comma so.r �•!� DAVID[VANS 6 REGIONAL ADM. L. ENG 12/01 • .bA°°oeIATE°-.0 STREAM RESTORATION PLAN WEST SIDE 28 DATE DATE REVISION " BY �...� . ET'S PROPOSED 10'x6' CONC. BOX CULVERT C CA 13 iv-, SR 167 O - ------------------------------- --- ----------------------------- rn N - EDGE OF SHOULDER \ I --7-T---il-nr -77--- 1 i...1 1 T 1 T ---..iiis, :,.„...- -,,,.; : .........._::. :..,.:,... ,..,..:....,..........::.,,,,i,1 t{. I f I I T riTIT NIII1 actiwale,../IIii....--`10 I o \,,,,,,41� A mer f'%4' ', PLANT SCHEDULE N V inN I;`>;,• o �I• 12 BOTANICAL NAME COMMON NAME SIZE CITY SPACING 0 ` � N / 11 IN\ \ ei O , "/1`/i ♦�� / - I TREES ��\\1111////� -�i�0,��.' �l� tl O I EXISTING `\TECT \\IIIIIrU���• i \� : ,l, TREES 00 ' l•'••,:,• O �� (11 I , - I E THU.IA PLICATA WESTERN RED CEDAR 3' - 4' 2 18' - 20' O.C. Alt a ' / W ,* //11111110 o �///11 10 O 4 14\\1,I'1 1 .0 4 o / fp Y�� /111 T�� :r I / ACER MACROPHYLLUM BIGLEAF MAPLE 4' - 6' 1 6' - 8' O.C. 3 RAJ (EXIST FENCE) ‘11.1 �'t��`��'� aistiwj-_ -4 CL EXTEND STREAMBED GRAVEL f.. ,�la` 4. ACER CIRCINATUN VINE MAPLE 4' - 6' 10 4' - 6' O.C. 1' VERTICAL UP SLOPE 15' } �- /tt4•� t:• ASS :` /-�,, ' - • •�/ ,\-•, 3.i . •••l PROPOSED LOG WEIR (TYP1 SHRUBS/GROUNDCOVERS • \ .# j.�/' �•�•= 1_;� SEE DETAIL SHEET SR3 10' — ` — O CORNUS SERICEA RED OSIER DOGWOOD 3 GAL. 18 4' - 6' O.C. I- STREAMBED GRAVEL O J // RUMS SPECTABILIS SALNONBERRY 3 GAL. 13 3' O.C. IrE 11/W END STREAMBED 30' EA"14E I'� GRAVEL HYDROSEED MIX GL .7 r1 .. : BARCLAYS LOW-GROW SEED MIXTURE (HYDROSEED ALL DISTURBED AREAS) cr PERCENTAGE OF SEED co 0 BARCLAY PERENNIAL RYE LOLIUM PERENNE TOX PENN LAWN RED CREEPING FESCUE FESTUCA RUBRA 20% N 0 _. AURORA HATRO FESCUE FESTUCA LONGIFOLIA 10X -- O ; 1 N. o NOTE; - SEE SECTION ON 002 FOR TOPSOIL LOCATION , I I 0 10: 20 ' SCALE 7 FEET 1 j . - I I 'IF .c.1 STATE FED.AI D P,ROJ.NO. da Dp PROGRAM �nrtso DEVELOPMENT PATIENT �, N-- DESIGNED-BY -N�-EPSTEIN 12/01' ---- - r = 10 WASH - l� Department1171 Washington, of Transportation OK CREEK SR2 _ :. � SR 1 67 ENTERED BY =S.KASUMACIC 12/01= • SPRINGBRO CHECKED BY J. ST JOHN 12/01' _ r s""ER __ CULVERT REPLACEMENTS SHEET - PROJ. ENGR. I. GOLLER 12/01' - 01A080 �� DAVID svANfof REGIONAL ADM. L. ENG 12/01- - - pp1TR/0T w. - r ...AtTOCIAT[U... STREAM RESTORATION PLAN EAST SIDE ZE8 1 DATE :- DATE REVISION BY _---_- ) - MINIMIZE EXCAVATION. EXTEND GEOTEXTILE • A MIN. OF 2' ABOVE TOP OF UPPER LOG AND 5' C INTO THE BANK BACKFILL BETWEEN LOG AND cm TOE OF CHANNEL RIPRAP WITH ID • MINUS Q SELECT PITRUN MATERIAIUARRY SPALLS OR 4- C) O USE HAND PLACED RIPRAP TO J 12" TO 24" RIPRAP BANK PROTECTION AT AND HOLD TOE 2' INSIDE TOE- ri AROUND EXCAVATED AREA. FILL VOIDS BETWEEN OF DOWNSTREAMCHANNEL ON N LARGE ROCKS WITH SMALLER ROCK. PLACE A p FACE 3 MINIMUM OF 18" DEPTH. PLUNGE POOL CJ F. BANKLINE oLLIV V T. , i,, , , 0 __ r A 4 . 49 • • la tik1 2 (MAX.! 4- LOW FLOW ®®O® _ '� 10, C RIPRAP Ln lielf.4` rn _ �� NOTCH ®®® NAlec i ®` \� • 100 LOW FLOW �`��11 `• U - ®��® ®��� • V.111�'� (SEE DETAIL THISS NOTCH SHEET) i' ®'7�I o N �� 6" MINUS QUARRY - - • • • •- O ®®® ce OO SPACES OR BANK RUN • - - .._ GRAVEL .. . O ® ® TOP LOG O '' LIMIT OF O ® • \ . • •• •, • - . .c EXCAVATION F O 0 . 3 B PLACE CONCRETE BALLAST ' • BLOCKS AS NEAR TO END OF CONCRETE PRECAST 3 E- SEAL LOG AS POSSIBLE BALLAST BLOCK • a e o • A SEAL LOG TO BE CHANNEL • TOE WIDTH PLUS 5' • PLAN VIEW • NTS _ ELEVATION NTS STREAMBED I- GRAVEL FLOW-` FLOWy� O DRILL 1-1/8" DIA. HOLE AT 30' T J - DRIVE 1" DIA. REBAR THROUGH TOP LOG DIA. 18" TO 24" (10' O.C.) INKED IN STREAM UPPER LOG FILL OVER"CEOTEXTILE" BED A MINIMUM OF 3' CENTERLINE 2x4 WOOD CLEAT WITH 6" QUARRY SPALLS D LOG OR BANK RUN GRAVEL FULL LOG LENGTH ONA CONCRETE IN TO LANCHOR • SEAL CAP PITH 2x4 LINE POOL WITH RIPRAP . 'r-r-0 . WHERE SPECIFIED ON PLAN VIEW ' WOOD SHIMS FOR 2�J c - 11;:liiii];111 LEVELING cn N QlCD �- `� CONCRETE BALLAST LOW FLOW BLOCK, 12 CU. FT. NOTCH DETAIL ` ~ )'4" BOLTS OR THREADED RODS AFTER INSTALLATION CUT BOLT OFF/2" ABOVE NUT AND PEEN ENO. ;ag!ir:W.;;4 N o 5' MIN. 7' SECTION A-A N. - STREAMBED NTS ~O GRAVEL HIGH STRENGTH FABRIC GEOTEXTILE . ATTACH TO ENTIRE LENGTH OF TOP LOG—/ L . PLUNGE POOL L O G WEIR SECTION B-B NTS • NTS J 1 I RE0,g10N STATE FED.AID OROJ.N0. - - d� Dp . DESIGNED BY H.EPS7EIN 12/01`. 10 WASH • a'�Q Washington State SPRINGBROOK CREEK SR3 ENTERED BY S.KASUNACIC 12/01. - Department of Transportation CHECKED BY J. ST. JDHN 12/01 gal _ CULVERT REPLACEMENTr PROJ. ENGR. I. GOLLER 12/01 01A080 DAVID LVAM• 142 REGIONAL ADM. L. ENG 12/0 �^* *� `�% �.`;- .mASSOCIATE.um. STREAM RESTORATION DETAILS Z� DATE . DATE REVISION BY1 �-•- CP c SEE PLANT MATERIAL LIST ID FOR SIZE AND TYPE T.„r r,w_ . o rn PLACE FERTILIZER PRIOR TO r% ��cv 4 / i FERTILIZER PRIORO TAPE. i " � APPLICATIONMULCH (SEE MINIMUM \ l� ( ;. �.ti: _ , ',0'y,.;0 a ip1ry� C�- O 2 TIMES .. .'•'>• BACKFILL WITH W ry r� M�1`�ir+ 2"" BARK OR W000 CHIP MULCH ROOT BALL 7� ,�: �' )4vlam3 4,4rt r j �1•:` EXISTING SOIL , ,ihI jro 11 AAO Q / DEPTH ���;� _ - �, ' ,111 6'" BERM CTI +- l\jjr:�.•1.G�::.:<: :..,. ..;.,> 45• FINISH�- GRADE A / ; umnun•• I Inman Acr 2 TIMES ROOT 24" MIN.— L -0 .)._` _ BALL DIAMETER - MAX.rn • .yp1\ x�- REMOVE TOP / BURLAP `• '�cv� BACKFILL WITH EXISTING SOIL Q 6"" MIN. , \ \. (�\/�`✓/* GROUNDCOVER PLANTING EXISTING SUBGRADE 00 _ MIN. 2X / NOT TO SCALE ROOT BALL r1 — eq EVERGREEN TREE PLANTING CD NOT TO SCALE O 0 ' I- 0 0 3 12" 12"- / 3 / • SET PLANT VERTICALLY • d : NOT PERPENDICULAR TO SLOPE • CV • I— \ / • O • • SEE PLANT MATERIAL LIST . • d • FOR SIZE AND TYPE • • • • • • o SET PLANT AT ORIGINAL DEPTH r PLACE FERTILIZER PRIOR TO 5 �� BARK OR WOOD CHIP MULCH ����p//1o>, APPLICATION �����/��r��✓�������rk �j/1j/•j/�j/,•A iis, 2" DEPTH OF BARK OR WOOD �i\•//•,•/O,go CHIP MULCH -FEATHER DEPTH TO STEM. M yO/\�/`ij\�/-L MULCH SHALL NOT CONTACT STEM ._ a. -1.4,N �j/� mj ~! IF'- irsiF' -"� -cam 1 f co �����j/O/Li. w M"f nr--k '://y4/Cj, 11rV LT' 11 J //7�� �,,. .II�. •• �� ,III��,%/��I���Iji 2"" WATER RETENTION BASIN `/�./� ��11 ` �.,. .„ . A l l 1 71 i�i��i�g,"1:i,a. p li l M �/ 11= 11 / // ♦p •11= •11=�w //�I 11.. A Y fv�/I�Qavi��/��/�`\�/�k. EXISTING SOIL IC I-n u -u �I 11 G\ co 4"' MIN. f AI=11=11=1I-11=11-1,�\.� y�. ty=tiza=n=u=11=v�.� 4"' MIN. O '%IL_II�I11=H 11.= /f`'/ BACKFILL WITH t=11111111=11 11=dt �/�/ 'gEt1�����c�/Q/V EXISTING SOIL r r -'.. <A���i�\per• //��`//...e.�O. - N O � 1 O `—2 TIMES ROOT SPREAD 2 TIMES ROOT SPREAD OR ROOT BALL DIAMETER OR ROOT BALL DIAMETER 0 •NOTE! BARK OR WOOD CHIP MULCH SHALL BE PLACED IN 12" RADIUS AROUND EACH PLANT. TREE & SHRUB PLANTING ON SLOPE TREE & SHRUB PLANTING .1e BARE ROOT AND CONTAINER BARE ROOT AND CONTAINER NOT TO SCALE In NOT TO SCALE "�`,o10M STATF FAD.AI D RROJ.N0. DESIGNED BY M. EPSTEIN 12/01': 10 WASH• , ,IV;-) � Washington State SR 167 SR4 ENTERED BY S.KASUMACIC 12/01 ve/ Department of Transportation SPRINGBROOK CREEK CHECKED BY J. ST. JOHN 12/01 •ou MO �,� CULVERT REPLACEMENT SHE T PROJ. ENGR. I. GOLLER 12/O1. 01A080 ,._—� li REGIONAL ADM. L. ENG 12/01 CONTRACT IO .�ASSoCIATEi••. °F DATE - DATE REVISION BY ® STREAM RESTORATION DETAILS 28 SHEETS ,. ' N 1 1 \ —A— 1 , T—T II, ,I —� SR 167-l ' T „a—r \ 1 1 1 \ r , 1 , 1 1 C, , 1 ' 1—T t\-- L�- LINE SANDBAG COFFERDAM , ~�—�s 1 WITH 1" WASHED GRAVEL ` GAS LINE CASING \ 1' 1� \ TO MIN. 3- DEPTH \ , 1 \,, \ ,� ,1 N \\ I // \\ I// \\I// I \\1/, \ ������� �� i �, 1� 1 • SANDBAG COFFERDAM �f�f—,W�f �f_ ' DISCHARGE HOSE TO , (SEE DETAIL THIS SHEET) ��M—��� GAS LINE CASINGEETIONHOSE \ \\ (SEE NOTE) 00 QO0 0 00000 � 000o PUMP 000 0�0° oo 0d� O0oo00 0 °,/• FLOW ° 0oI/ O00 000 00f��0 00% ° ° 00O 00 0 ° ° ° '000 C) ° o °,,D�\\ `^' 0 000o.0 �0 00 °d�0° I N0� O, o °0ft.� I EXISTING WEIR I \ A _ - 4 I OW4114 II OR ,�`` iim- ` I LENGTH / WIDTH 1 TO BE DETERMINED IN THE FIELD ` 3 1 ' Q EX. SEWER M.H. ACCESS ROAD 1t r 4-SANDBAGS C \ \ ki-) HIGH (MIN.) 1 1 , 1 % ; SANDBAG COFFERDAM DETAIL A • NTS SANDBAG COFFERDAM PLAN NOTES: NTS RUN DISCHARGE HOSE THROUGH GAS LINE CASING. FILE NAME is\DESIGN\SR 167 Garrison & Springbrook\Ogn\PLAN SHEETS.dgn • PLOTS TIME 06:14:13 PM REGION STATE FED.AID PROJ.NO. DATE 01/05/2002 10 WASH �� *Zia SR lEi7 SDI DESIGNED BY F. HEIGL me wsER J -Z SPRINGBROOK CREEK , ENTERED BY F. HEIGL JOT Washington State CULVERT REPLACEMENT stiEET CHECKED BY A. OMAR CONTRACT NO. I.00ATION NO. Si ORAL 0 Department of Transportation 18c PROJ. ENGR. I. GOLLER I:~ SR2BEETS DATE REGIONAL ADM. L. ENG REVISION DATE BY P.C. STAMP BOx P.E. STAMP BOA DATE T.22N., R.5E., W.M. T.23N., R.5E., W.M. ]■.. 1 1 APPROXIMATE PAVFMFNT HARKING OUANTITIFS 1la 11 ,�,1 1 1 PAINT LINE 240 LF 1 1 1 v I PAINTED WIDE LINE 80 LF a 1 1 3 \ 1 O 11 PLASTIC DRAINAGE MARKING 2 EACH rn n 1 1113 L 1014+87.5, 55 LT RAISED PAVEMENT MARKING TYPE 1 16 EACH I 1 1 N GUARDRAIL ANGLE POINT L 1014+62.5, 55' LT , Z I RAISED PAVEMENT MARKING TYPE 2 4 EACH i BEGIN BEAM GUARDRAIL TYPE 1 ' oG �, in BEAM GUARDRAIL ANCHOR TYPE 4 1 n-1 L 1015+68.5 60.75 LT SEE NOTES 1 & 2 111 `n1 1 NU BEAM GUARDRAIL TYPE 1 0 1'1 1 11 BEGIN BEAM GUARDRAIL FLARED TERMINAL C — S- - S--5 - -5 ;9'— s-- s -- s -- I01 +55 54 LT 11111 A�-' .- - NO NAME CREEK Q'' S --5--5--5-- --D'S -- li BEGIN'PAVEMEN�-2EPZACE ENT s--z 1 s i rr,r„r,rr,rrr,r!r,r,,,r„rrr.vw,...,,t_!uL/L11r1,r1c1.Ltzy L,•.c_,L!1l.1.c.,t tr t-,+-,.1..-1-++-r rlvil!!,irrilr=! r ! l rr !rlir!!!r !!ri!!rlrrlrr!-{j rl,rl t,+i t.r17.1r-i.+-.,,L+..�t-.w-1,w�.f-1 r-r-w.,,,,,,,!,! ! t Ln cr ! 10 4+4 ) N o BEGIN SINGLE SLOPE BARRIER REPLACEMENT L1015+NG o MATCH EXISTING END SINGLE SLOPE BARRIER REPLACEMENT ——— I 1__ MATCH_ EXISTING rn - - - - - - -- - -- - -- - - - �` �� 16� t= LICE - - - - - \.', - - -- SR -- -- N O ._ -__ �__—__—__— O __ __ -_ __ __ __ -� -- � , a Q _- -- _- I .-1� ;� I 3 P• 1 1 1 o a ii/ /t#/tI, /7/,,,„! , ,,,,,,1' J! !1! _,_ ,l1_,l,,,,,,,,,,,,,,,,,,,,,,,,,,,,,!„,,,,,,!„,,,,,,,,,, ,,,,,!!!,!!,!,!!!,! L 1014+q1, 55 RT • /�� L101512, 56 RT BEGIN BEAM GUARDRAIL TYPE 1 • . -Etff"PA+EMENT REPLACEMENT CONNECT TO EXIST. SEE NOTE 1 I 1 a L 1014+72, 55 RT 1 (\ 1 BEGIN PAVEMENT REPLACEMENT I I \ 1 1 L 1015+07, 54 RT 1 \ END BEAM GUARDRAIL TYPE 1 ~o \ 1 11 INSTALL BEAM GUARDRAIL ANCHOR TYPE 4 J 1 1 1 SEE NOTE 2 a 1 1 l 1 1 1 - 1 1 ' 1 1 LEGEND: 0_ 1 N .1 ,I //� PG158-ASPHALT CONC. PAVEMENT CL. B. EX. J-BOX LID o `1 EX. MANHOLE .\\�� PAVEMENT RESTORATION IN TRENCH SEE DD1 -I--I--I- -I- - EX. GUARDRAIL -s--s-��-s--s--s EX. SEWER LINE —I—I—I—I—I- PROP. GUARDRAIL -G-—G——G——G——G- EX. GAS LINE o NOTES: 0 1. INSTALL NESTED GUARDRAIL CASE 15, Ci EX. TRAFFIC LOOP TYPE 1 DETAIL E OVER CONCRETE BOX CULVERT AND — 0 PRECAST CONCRETE SLAB PER STD. PLAN C-21 C 2. BEAM GUARDRAIL ANCHOR TYPE 4 PER STD. PLAN C-6c am)- POWER POLE W/ANCHOR 0 50 : 100 —•——•——•——•— EX. CHAINLINK FENCE SCALE IN-FEET • - _ 'E;,,1"STATE FED.AI D PROJ.NO. s u PROGRAM DEVELOPMENT , ;,,-.,,4°� DIVISION .ice► SR 167 DESIGNED BY PCC 12/01 10 WASH Washington State PV1 ENTERED BY PCC 12/01 $ Department of Transportation SPRINGBROOK CREEK N CHECKED BY JMST 12/0l w.eE. CULVERT REPLACEMENTS SHEET PROD. ENGR. I. GOLLER 12/01 01A080 l4',o.eto`'r�� �oJ REGIONAL ADM. L. ENG 12/01 C°'T"'�TMO I'''°""``p, ...wosoc`7:-. PAVEMENT REPLACEMENT PLAN Et DATE DATE REVISION BY 102,ES 100071 (} SHEETS DOUBLE NESTED THRIE BEAM GUARDRAIL TRAFFIC SHOULDER SHOULDER TRAFFIC A \ IAo) TRAFFIC 0 I i I I 0 00• / Io iT I 1 �' • 0 I 7/ I 0 a oI- EXISTING GRADE o I- — —Q' TIMBER BLOCK (TYP.) V) . 2 SECTION A- A o BEAM GUARDRAIL NTS �n �. TERMINAL SECTION i c N b DOUBLE NESTED THRIE BEAM GURDRAIL hp DESIGN F (SEE STD. ol PLAN C-7 FOR illl DETAILS) + to rn i 0 o a aCONCRETE BARRIER TYPE 2 TERMINAL SECTION „) (SEE STD. PLAN C-8 FOR DETAILS)o in N IILi 0 IA T E- I 8" I EXISTING SINGLE SLOPE BARRIER i I t —� 1-1/2" MIN. 3 4 —I CONCRETE COVER ON 1/2” CHAMFER TYP. 7 REINFORCEMENT I', Cl. z • 21 VERTICAL REINFORCING E — s5 BARS SPACED AT 18"" O.C. ► T iv HORIZONTAL REINFORCING a o v '4 BARS EQUALLY SPACED ill PAVED %Z" DUMMY JOINT v WEARING i______f 11 If SURFACE 1 \PAVED WEARING TEMPORARY CONCRETE SURFACE BARRIER I 24" MIN. I z E c 1• PI Q MEDIAN WALL VIEW SECTION D-D �` `J co In n In NOTES: o 1. ��/2" PREMOLDED JOINT FILLER IN CONSTRUCTION FINISHED GRADE N JOINTS AT 96 FT CENTERS AND DUMMY JOINTS AT FINISHED GRADE- o NOTES: o 24 FT CENTERS D 1. DRILL HOLES IN BOTH CONCRETE BARRIERS TO 0 2. CONTRACTOR SHALL VERIFY ACTUAL HEIGHT 0 D MATCH TERMINAL SECTION CAST- IN-PLACE SINGLE SLOPE 2. SECURE BOLTS WITH RESIN BONDED ANCHOR CONCRETE BARRIER SECTION E-E NTS DUMMY JOINT 24 ' TEMPORARY GUARDRAIL CONNECTION NTS NTS RE,r.STATE FED-.AI D PROJ.NO. ES sr. /o N .DESIGNED BY JMST- 12/01 ; 10 WASH . . '; � Washington State SPRINGBROOK CREEK ENTERED BY SKU 12/OI �I/ Department of TransportationCHECKED BY JMST 12/01 AS NUCE11 - ! :;;;, :. CULVERT REPLACEMENT SHEET 01A080 PROJ. ENGR. i. GOLLER 12/O1 °,�..•• �r` Sp •.,, ,�.P IN DAVID EVANS PAVING DETAILS 28 REGIONAL ADM. L. ENG 12/01 CONTRACT NO. A>s9oC1ATEH nc DATE DATE REVISION BY I ems 101207I SHEETS b • 0 , * G20-2A U 24• END rn ROAD WORK N 3 N 48' w w 68TH AVE S 68TH AVE S N WASHINGTO n / • . AVE co coCo 1 A 0 \ . sr CY) rn W v ALLE`( I • Cli , o rn o �I 80TH AVE S OAKSDALE M —li AVEN SW o ---ImII 0o41\\o ) 84TH AVE S 84TH AVE S F v) cn • o o = N................... q� N . \ �y —�1 LIND AVE SW = 3 hEVALLEI .0 RD 41k C-c) --.1 • -..- r -4(77 9� TALBOT RD S lik a) N NDlT v o � 98TH � C, a_ 100TH AVE SE AV S = WORK AREA �I \ O cn cn • - m m70 Q IO1TH AVE SE o co ci-- 'N... ti / - N0 108TH 'AVE SE CD N 108TH AV: SE - • N NORTH BOUND SOUTH BOUND G20-2AEND . ;' WORKOAD -ROAD TO BE24 WORK 16� CLOSED ib7 TO BE ROAD480RK AHEAD CV AHEAD 4 g " CLOSED 4 8 „ . B TO wxx au TO p�/� 0'AA W20- 1 o W20- 1 - _ - :.. -•_: t _ USE ALTERNATE ROUTES USE ALTERNATE ROUTES 84_ . - 84 // • - `E:gM STATE FED.AID` PROJ.NO. rizrcy PROGRAM DEVELOPMENT • T d.,.,, o DIVISION Washington State TC 1 • N -DESIGNED BY" PCC 12/01 M�> b�l SR 167 ENTERED BY PCC 12/01 10 WASH - o; ( _ ®®® Department of Transportation SPRINGBROOK CREEK CHECKED BY JPR 12/01 Jo.NUMBS CULVERT REPLACEMENTS , PROD. ENGR. I. GOLLER 12/01 - 01A080 '' %, .o 17 REGIONAL B ADN. L. ENG 12/01 CONTRACT pp, 9es., .t`P DAVtD EVANB 2 t • Iv ASSOCIATES... TRAFFIC CONTROL CLASS A SIGNS GNS 2 DATE DATE REVISION BY j c . W4-2(L) W20-5(R) W20-I c D ROAD N c20 2a RIGHT LANE WORK SIGN SPACING = X ( feet) END 24" CLOSED FREEWAYS & 1500 ± N ROAD WORK AHEAD AHEAD EXPRESSWAYS 55/70 MPH (OR AS PER w 48" MUTCD) x RURAL ROADS 45/55 MPH 500' ± 500' ± L X X X URBAN ARTERIALS 35/40 MPH 350' ± 0 100' + _ URBAN STREETS F� R �_ f._ g RESIDENTIAL & 25/30 MPH 200' ± c' el el "I BUSINESS DISTRICTS el 4-- /ul V I I I El Iv El 41 /WORK /2 i)/ rip — —I] ai—I1 i 1--II (7—E1 ri--® 0---i 0 0 MINIMUM TAPER LENGTH = L ( feet) r.) o Lane Posted Speed (mph) Width 25 30 35 40 45 50 55 60 65 70 '`) (feet) -" S � 167 41 10 105 150 205 265 450 500 550 o - - 0 o I i I_ 11 115 165 225. 295 495 550 605 660 - - o 'I el eI 3 12 125 180 245 320 540 600 660 720 780 840 a CHANNELIZING DEVICE SPACING ( feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 SINGLE LANE CLOSURE 25/30 20 40 N 1- o J a BUFFER DATA BUFFER SPACE = B ' SPEED (MPH) 25 30 35 40 T45 50 55 60 65 70 m LENGTH (feet) 55 85 20 170 220 280 335 415 485 585 a v PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R In VEHICLE TYPICAL VEHICLE POSTED STATIONARY rn LEGEND TYPE LOADED WEIGHT SPEED OPERATION cv NOTES: (LBS) (MPH) (FEET) 0 60-70 1 TRAFFIC CONTROL SIGN 4 YARD 00 24,000 lbs. 50-55 175 1. A G20-20 END ROAD WORK SIGN SHALL BE INSTALLED 500' DUMP TRUCK 45 50 ® 0 ® TEMP. TRAFFIC CONTROL- DEVICES 60-70 150 o BEYOND THE WORK AREA, OR REVERSE CONE TAPER. 2 TON 15.000 lbs. 50-55 100 o CDD SEQUENTIAL ARROW SIGN CARGO TRUCK 45 75' 60-70 200 TRUCK MOUNTED I70N 10,000 lbs. 50-55 150 _ �I�-® ATTENUATOR CARGO TRUCK 45 100 - -"- —— — - _ ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT NOT TO SCALE RE:r STATE FED.AI D PROJ.NO. ritzrc4, rROGRAT DE LIOrmENT t� e,•u,y%O DIVLSION SR 167 In DESIGNED BY PCC 12/01 10 WASH g.—/ r2 ,., Washington State SPRINGBROOK CREEK TC2 ENTERED BY PCC 12/01 -I; Department of Transportation CHECKED BY JMST 12/01 roe Awe CULVERT REPLACEMENTS s, PROJ. ENGR. I. GOLLER 12/01 01A080 .4,%,,,,,••.p> REGIONAL ADM. L. ENG 12/01 COgTR�* �'''°""`" IV OAV1D ,ATE8TRAFFIC CONTROL PLAN 2�8 ..oA0BCIATED..eGATE DATE REVISION BY' 1.., Tyoom I sHEET5 W20-1 W20-5 W4-2(R) , / ,, � �' ®A® NOTES {py p� LEFT s r WORK THREE LANES '. �� 1 MAY RK BETAVWOHVEHICLECOMMENDED WHEN AVAILABLE rn \ AHEAD %/ \ CLOSEDill/:: 2. CONTACT REGION TRAFFIC OFFICE FOR WORK HOURS. N u i / ry 3. EXTEND DEVICE TAPER ACROSS SHOOULDER. in4. DEVICES SHALL NOT ENCROACH ON ADJACENT LANES. ~ \ w - BEGIN TRAFFIC SAFETY DRUMS 5. PCMS RECOMMENDED. CHASER VEHICLE x In 6. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' +-. 0 7. TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS. 0 7 i C 01 / 41` Ln rn PCMS 14 4 H / � „ ,. Am 1:1 A_ il• I o RIGHT 1 ® {�� `�^ ,.,. J I1"" NORTHBOUND SR 167 ! • S 0 2 LANES MILE ® ® ® ® �� 17 /- ▪D -- YI DS' ,�, CLOSED AHEAD T c� 0 1 .5 SEC 1 .5 SEC _ b b. j /�® ® 'D ¢ o FIELD LOCATE 1 MILE .- IN ADVANCE 2f2 TyCI O OF LANE CLOSURE Sj I- 0 :0:--ig ________________________ g TYPE 3 BARRICADES R4bpEND TRAFFIC SAFETY DRUMS 7 . a 1500 1500 1500 750 1500 750 1500 300 26 to BUFFER DATA MINIMUM TAPER LENGTH = L ( feet) SIGN SPACING = X (feet) , o BUFFER SPACE = B Lane FREEWAYS & 1500 ± Posted Speed (mph) _ 55/70 MPH (OR AS PER EXPRESSWAYS D_ SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 Width 25 30 35 40 45 50 55 60 65 70 7 MUTCD) 116 LENGTH(feet) 55 85 120 170 220 280 335 415 485 585 (feet) ll o RURAL ROADS 45/55 MPH 500' ± PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R 10 - - - 265 450 500 550 - - - a a URBAN ARTERIALS 35/40 MPH 350' ± VEHICLE TYPICAL VEHICLE POSTED STATIONARY 11 - - - 295 495 550 605 660 - - E O`_'R. a TYPE LOADED WEIGHT SPEED OPERATION (LBS) (MPH) (FEET) 12 - - - 320 540 600 660 720 780 8404 cn Q 4 YARD 60 70 100 o DUMP TRUCK 24.000 lbs. 50-55 75 M4-9 ° LEGEND v 45 50 " 2 TON 60-70 150 41 TRAFFIC CONTROL SIGN 15,000 lbs. 50-55 100 CARGO TRUCK 45 75' CHANNELIZING DEVICE SPACING (feet) ® TEMP. TRAFFIC CONTROL DEVICES I TON 60-70 200 MPH TAPER TANGENT 0c\I CARGO TRUCK 10.000 Ibs. 50-55 150 50/70 40 80 CCD SEQUENTIAL ARROW SIGN 45 100 rn ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT 35/45 30 60• 0 TRUCK MOUNTED 1— ATTENUATOR — - SR 167" NB FULL - CLOSURE D-E-TA-I-L-- — NOT TO SCALE i - - 1 I 1 1 I`gels STATE' FED.A I D RROJ.NO. 1 'lzYe P QGRAM► D�LOPMENT n- i ge. d.A.wyoo DmSroN �► SR 167 Washington State TC3 y DESIGNED BY PCCr 12/01i 10 WASH o'',J �g Z �I/ Department of Transportation SPRINGBROOK CREEK ENTERED BY PCC - 12/01' CHECKED BY JPR 12/01 roe - CULVERT REPLACEMENTS SµEET PROJ. ENGR. I. GOLLER 12/01: 01A080 b..%........F. 2 egg: L IA ® p OAYID 6VAN$ %¢ REGIONAL ADM.L. ENG 12/01 �T T NO AteOCIATE..... TRAFFIC CONTROL PLAN 28 DATE DATE REVISION BY j.>.� »odor 1 m SHEETS C . ch io SIGN SPACING = X (feet) , FREEWAYS & 1500 ± MINIMUM TAPER LENGTH = L ( feet) EXPRESSWAYS •55/70 MPH (OR AS PER 71111 lam_ "' MUTCD) 3 Lane Posted Speed (mph) RURAL ROADS 45/55 MPH 500' ± Width cn 25 30 35 40 45 50 55 60 65 70 w (feet) URBAN ARTERIALS 35/40 MPH 350' ± NOTES w M4 9 1. PROTECTIVE VEHICLE RECOMMENDED WHEN AVAILABLE- = l0 265 450 500 550 - - 1 MAY BE A WORK VEHICLE. i§ 7 00 11 - - . - 295 495 550 605 660 - - 4 1 LEGEND . 2. CONTACT REGION TRAFFIC OFFICE FOR WORK HOURS. ( ' 3. EXTEND DEVICE TAPER ACROSS SHOOULDER. c 12 - - - 320 540 600 660 720 780 840 I DETOUR} TRAFFIC CONTROL SIGN 4. DEVICES SHALL NOT ENCROACH ON ADJACENT LANES. a, i TEMP. TRAFFIC CONTROL DEVICES 5. PCMS RECOMMENDED. c}n 4 ' 6. USE TRANSVERSE DEVICES IN CLOSED LANE EVERY 1000' +-. v 4 b �> SEQUENTIAL ARROW SIGN 7. TRAFFIC SAFETY DRUMS RECOMMENDED FOR ALL TAPERS. rn • o CHANNELIZING DEVICE SPACING (feet) TRUCK MOUNTED 0 o MPH TAPER TANGENT ��� ® ATTENUATOR o 50/70 , 40 80 M 0 35/45 30 60 M + ��- - i� 0 6 w 300 1500 I 750 1500 750 ii4 1500 i4 1500 i4 1500 O 0 0 O H O O ENO TRAFFIC SAFETY DRUMS F. a Y RO Op ® .4Ma _� v ® 0 o .� „ n '. - < U ® ® 0 om® —f iM r 111 ® SOUTHBOUND SR 167 .0 0± ra 1) -4 `-___ ! Ift: 'tA ® ® Q 41 • , m lib , ---0-1Ci —1.01 1)1-4 CHASER VEHICLE sr U BUFFER DATA - • o BUFFER SPACE = B PCMS SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 BEGIN TRAFFIC SAFETY DRUMS LENGTH Meet) 55 85 120 170 220 280 335 415 485 585 1 2 . \ Ni PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R - M • VEHICLE TYPICAL VEHICLE POSTED STATIONARY RIGHT 1 \ ®®® N, TYPE LOADED WEIGHT SPEED OPERATION 2 LANES MILE / LEFT A \ o (LBS) (MPH) (FEET) CLOSED AHEAD \\Hi REE LANES ', WORK 4-YARD• 60-70 100 CLOSED 24,000 lbs. 50-55 75 \\NEA;/ AHEAD DUMP TRUCK 45 50 1 .5 SEC 1 .5 SEC 2 TON 60-70 150 FIELD LOCATE I MILE +- IN ADVANCE \ 15,000 lbs. 50-55 IOU OF LANE CLOSURE \_ • CARGO TRUCK N 60 70 200 • 45 75' W4-2(R) W20-5 W20-I I TON - CARGO TRUCK 10.000 lbs. 50-55 150 • SR 1.6 7-.S B - FULL CLOSURE DETAIL 45 100 -_ - ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT NOT TO SCALE • • `�°,g10N STATE FED.AhD P'.ROJ.NO. �`�,a@u,;6,, P2OGA D ENOPMENT -00 ��. ._ DESIGNED BY •PCC' 12/O1' 10 WASH y.* �= SR 167 _ Washington State TC4 'ENTERED BY- - PCC • -- ' 12/01: o' • a �I/ Department of Transportation SPRINGBROOK CREEK CHECKED BY JPR 12/01 +a ewe CULVERT REPLACEMENTS PROJ. ENGR. I. GOLLER 12/01 01A080 4.,%,II109.P' w. ,"°"- DAV,G%Tn TRAFFIC CONTROL PLAN 8 REGIONAL ADM. L. ENG 12/01 .+DAVID tATE�.o. 1 . _ DATE . DATE REVISION BY .... .. aooin I s,�en • • • ismum. Z '� • C 0, �\` ! 1 ,c_zki..., .,,, in 3 ).'..".\°./' .." 1-----"\-- " :::: ,.__ , - .....-- -'—i1r)g i1) M r- ,ice ........... ..... °".': ; O m ) ( O - C @ H • Oin N ER i \ A'ATj pN4 �/. CD C �`l O • ` a `� n e�Vu 4,� \\....\''\. . • . L.?. . o \000 fr 171 oo 'CMA - /7 ` ��-�(r O `i L • o ''' `/ , , N "` ,.!/4c �.:� r e o — 1- _ \\ V - , N •SHINGTO 68TH Al E S 68TH AVE S Q 4 O `/ ° m I '- AVE '1 0 U -.err- ,r..,,,,,, 4.4 BOTH AVE S OAKSOALE AVE- SW O - J \ _ a - 84TH AVE S 84TH AVE S F' • • ,y <(et L[HD AVE SW = • 6 _ t........,,______ _ 0 ,m `� E VALLEY RO Al j� g �•', • a AL80T RO 5 �'� ,...may`���� N) 02. N � ' »co 100TH AVE SE Ifilir Ay c'=� ��� _ m m WORK AREA 1�� ..) _ 1O4TH AVE SE ^ o � +-�� T.—� . m \\\�.aYv O 1f1ATH AVE SF iLl (1)1 \c'44' N O \ LEGEND - CDc PCMS .. a �'CMS1 PORTABLE CHANGEABLE MESSAGE SIGD - - - o 1 2 -- 71— - - - —O- --- - --NOTES------ ------ - -- --- - SR 167 CLOSED USE ALTERNATE _ • J. VERIFY PCMS WORDING WITH ENGINEER. KENT TOROUTES — — RENTON 1.5 SEC 1.5 SEC - - - PGOM STATE 'FED:AI D PROJ.NO.NO. wk.* • •D .. .o. i� oa SR 167 y DESIGNED-BY PCC . 12/01 10 WASH. o g z � Washington State DT 1 ENTERED BY PCC .- :12/01 • • r Department of Transportation SPRINGBROOK CREEK CHECKED BY - JPR 12/01 Jae •w • CULVERT REPLACEMENT , PROJ. ENGR. I. GOLLER 12/01 01A080 �4'�a,nr•`'r` ZS • REGIONAL ADM. L. ENG 12/O1 eanucr w. �''�w..•`A oc= onv�o evwNa ZB DATE DATE REVISION BY - .d mein Q "�•ao""TEB" PCMS LOCATIONS _... .. .----- - - SHEETS • Q, 0 i ,A. ACC D SCALE 1.rEE1• � 78" • F- 78" d a Q rn 167 167 CLOSED CLOSED w 48" 4 ° „� o 1' ' DE-OUR, 48 FOLLOW DETOUR FOLLOW DETOUR ! ' O I 1 i c n J)E'OUR \ I i I 4 . _ . } M4-9 In L cr, in , 4 M4-9 80TH AVE() \ • v S OAKSDALE AVE SW 0 N c\i n o g ►; 1 84TH AVE S 84TH AVE \ cn. • _L.c.„1 c� 0 in ro 3 SEE SHEET DT3 i a SEE SHEET TC3 L I D AVE S 4 V FOR CLOSURE PLANA SEE SHEET DT4 Cn ' • • VALLEY RD �WORK AREA c�,_ c, — �� . __N, j2 ... _ E TAL30T RD S SEE SHEET TC4 (/1 FOR CLOSURE PLAN M 98TH u' � )OTH AVE SE In • AV S = LEGEND o Cl) fTl ZU di POST MOUNTED DETOUR SIGNS N • SIGN LOCATION DCp SEQUENTIAL ARROW SIGN ° a 0 0 TRAFFIC SAFETY DRUMS o NORTH ® TRAFFIC CONTROL VEHICLE W/TMA • 167 CLOSED 48ii }PCMSI PORTABLE CHANGEABLE MESSAGE SIGN • O . ., ;_;:::;:;:;: WORK AREA 0 TYPE III BARRICADE .. .• - -,-, ., a FOLLOW DETOUR �j s WASHINGTON STATE PATROL - 78" • ' • 1 1• i I' REir FM.AID PROJ.NO. I wk.", Y DESIGNED-BY =PSG 12/O1+ - WIr- - - - 10 WASH t o. s �, Washington State ENTERED BY -•PCC • • ---12/01°tn z, !� Po SPRINGBROOK CREEK Department of Trans nation CHECKED BY JPR 12/OlJOB+ MAW CULVERT REPLACEMENT -- PROJ. ENGR. I. GOLLER 12/01 - 01A080 - 'I,%,.,.....S. Vo '4,6 v° .o A�DAWoOD O<VAN� so. REGIONAL ADM. L. ENG 12/01 ' *w• 1 . C1ATE6 DATE. DATE REVISION BY 1 - jam o: 1 r DETOUR PLAN g »m e 4. M4-9L F — — �• M4- 9R M4-9 j (—I.ro� R11 - 2 r ,- , 1 46 , ,- (i' ., — . - PI C).)A r r» q:CD , P 4 , , :1') li LI-- in � �Qi I; ftg II �r� w :—� . w I TRAFFIC Y. DRUMS PLACED \\\\ AT SAFET TAPER C I N I\ . - I w Q, 4 'F Q } Q R11 -2 Ln a L oQD M H , ! . a ' F U O • \ / M v�Vyr C, 1 11. O O • O O — \ .___L . o - O 3 • a S. 212 TH ST. � 7 • O WJ 1 )4: [DETOUR' co mel' . 441(iiii m I\ . 'DETOUR : - ar---- 0 I '.° I , i 14 ,,70 1 <JD • • . I/ M4-9L b, a 4 ii, fa Ilif c� rod c M4-9 �°i,k,_ [lam . 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ENG 12/01 �• , y ...nr13'4: DETOUR PLAN ? _ DATE . • -DATE REVISION BY - - . . _ems MOTO ( C�2-001 February 10,2003 Renton City Council Minutes - ' Page 62 Utilities Committee Utilities Committee Chair Corman presented a report recommending Utility: Springbrook Creek concurrence in the staff recommendation that Council authorize the Mayor and FEMA Floodplain Map City Clerk to execute the consultant contract with R.W.Beck in the amount of Update,RW Beck $245,000 to complete the Springbrook Creek Federal Emergency Management Agenda(FEMA) floodplain map update. The approved 2003 Surface Water Utility Capital Improvement Program budget for this project is $210,000. An additional $44,000 is proposed in the 2003 carry forward budget for a total appropriation of$254,000. MOVED BY CORMAN, SECONDED BY BRIERE,COUNCIL CONCUR IN THE COMMITTEE REPORT.* Responding to Council President Keolker-Wheeler's inquiry regarding why the project is over budget, Councilman Corman explained that the staff estimate used to determine the project budget was preliminary, and when the consultants submitted their estimate, it was higher than the preliminary estimate due to the nature and complexity of the project. Planning/Building/Public Works Administrator Gregg Zimmerman added that with the ongoing development in the Valley,the floodplain elevation might be too high. He explained that when the elevation is too high,property in the floodplain is unbuildable. By readjusting the floodplain elevation, a process that must be approved by FEMA,the floodplain could be reduced resulting in more buildable property. *MOTION CARRIED. Transportation(Aviation) Transportation(Aviation) Committee Chair Persson presented a report Committee regarding the SR-167 Springbrook Creek Culvert replacement project. WSDOT: SR-167 Springbrook Construction permit U030038 was approved for the project pending conditions Creek Culvert Replacement required by the Renton City Council and Board of Public Works. The Board of Project Public Works met on January 22nd and issued an approval of the noise variance subject to meeting the listed mitigation measures indicated in a subsequent January 22nd,2003, letter sent to the Washington State Department of /�c� Transportation(WSDOT). 0 2 1 The Committee met on January 30th and determined other requirements of the SR-167 weekend closure to be accomplished by WSDOT in order to address area business and resident issues. The Committee recommended concurrence in the recommendation of staff to approve the SR-167 closure with the following additional requirements: 1) The SR-167 closure between S.212th St. and SW 43rd St. is approved for all weekends in July and September. It is the preference of the Committee that,if a July weekend is chosen,the weekend of the 25th—27th be a last priority due to the City celebration of Renton River Days. Furthermore,no dates in August will be allowed for the closure. 2) The Committee expressed its preference for using Washington State Patrol officers for flagging traffic at the intersections of SW 41st St. and East Valley Rd., SW 43rd St. and East Valley Rd., and the northbound entrance to SR-167 and S.43rd St. However,the Committee agreed to allow the State Highway Department to provide experienced,trained flaggers to control traffic at these three intersections. The Committee further recommended requiring the State to provide this traffic control at the three intersections at all times as a condition of the permit. February 10,2003 Renton City Council Minutes Page 63 3) Signage with lettering of at least 18 inches high to clearly direct traffic to major businesses and destinations such as IKEA,Valley Medical Center, and Southcenter Mall will be provided by WSDOT. In addition,WSDOT • agrees to leaflet major businesses located within the vicinity of the project prior to the closure. Renton will provide a list of specific businesses and major destinations to be included in WSDOT's distribution at least three weeks prior to the closure. Businesses or public service agencies that require additional written notification include,but are not limited to: Medic One,Renton School District,King County Metro (transit),Valley Communications, and the cities of Renton,Tukwila, and Kent. 4) Signage will be provided to forewarn the traveling public of the SR-167 closure at S. Carr Rd. (Petrovitsky Rd. SE) and Benson Rd. S. (108th Ave. SE),and other major intersections within the vicinity. 5) Signage will also be provided on East Valley Rd. at SW 43rd St. for northbound traffic, and on East Valley Rd. directing Southcenter traffic westbound on SW 43rd St. MOVED BY PERSSON, SECONDED BY NELSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Finance Committee Finance Committee Chair Parker presented a report recommending approval of Finance: Vouchers Claim Vouchers 211980 -212358 and one wire transfer totaling$2,017,006.01; and approval of Payroll Vouchers 42561 -42793, one wire transfer and 563 direct deposits totaling$1,788,965.40. MOVED BY PARKER, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Community Services: The Met Finance Committee Chair Parker presented a report regarding the Renton Coffee&Wine Bar,Renton Transit Center espresso stand contract. The Committee recommended that the Transit Center Espresso Stand City Council take no action on this referral. MOVED BY PARKER, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. ORDINANCES AND The following resolution was presented for reading and adoption: RESOLUTIONS Resolution#3620 A resolution was read authorizing the Mayor and City Clerk to enter into an Transportation: FlexPass interlocal cooperative agreement with King County and Sound Transit for the Program,King County(Metro) sale of FlexPasses to City of Renton employees by King County. MOVED BY &Sound Transit CORMAN, SECONDED BY NELSON, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. Councilman Clawson commented on the benefits of the FlexPass, saying that he takes the bus to work approximately four times a week. He encouraged City employees to take advantage of the FlexPass. The following ordinance was presented for first reading and advanced for second and final reading: Planning: Center Office An ordinance was read amending Sections 4-2-020,4-2-060, 4-2-070,4-2-080, • Residential 3 Zone,Big Box and 4-2-120 of Chapter 2, Zoning Districts Uses and Standards, of Title IV Retail (Development Regulations) of City Code by amending the Center Office Residential 3 (COR 3)Zone to allow big box retail. MOVED BY KEOLKER- WHEELER, SECONDED BY NELSON, COUNCIL ADVANCE THE ORDINANCE FOR SECOND AND FINAL READING. CARRIED. BOARD OF PUBLIC WORKS 8:30 a.m. City of Renton Wednesday,January 22,2003 Council Conference Room No. 720 AGENDA 1. CALL TO ORDER: 2. APPROVAL OF MINUTES: Meeting minutes,dated December 18,2002,were approved as presented. 3. REQUESTED ACTION: • NOISE VARIANCE,W.S.D.O.T.,SR-167 SPRINGBROOK CREEK CULVERT REPLACEMENT- The applicant is requesting a Noise Variance to the Noise Ordinance to replace the Springbrook Creek Culvert. 4. ADJOURNMENT: 4 y' BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday,January 22,2003 Council Conference Room No. 720 IN A 1ThNDANCE: Neil Watts, Chairman,Absent Dave Christensen,Acting Chairman Larry Meckling,Building Official Jan Illian,Development Services Karl Hamilton,Transportation Services Jun Aesquivel, Transportation Services Jim Gray,Fire Juliana Sitthidet,Plan Review Floyd Eldridge,Police Judy Walter,Acting Recording Secretary Crystal McMeans,Recording Secretary VISITORS: Laura Musso Escude,W.S.D.O.T. Amjad Omar,W.S.D.O.T. Joanne Wright,W.S.D.O.T. MINUTES 1. CALL TO ORDER: Acting Chairman Christensen called the meeting to order at 8:30 a.m. The Board of Public Works members were introduced to the visitors. 2. APPROVAL OF MINUTES: Meeting minutes dated December 18,2002,were approved as presented. 3. REQUESTED ACTION: • NOISE VARIANCE,W.S.D.O.T.,SR-167 SPRINGBROOK CREEK CULVERT REPLACEMENT: Applicant requests a Noise Variance to the Noise Ordinance to replace the Springbrook Creek Culvert. Request: The Washington State Department of Transportation requests that the City of Renton Board of Public Works consider and grant a variance from the City of Renton Noise Ordinance. W.S.D.O.T. is planning to replace the existing culvert(30"diameter corrugated pipe)with a 10' x 6' concrete box culvert under SR-167. This work will require a complete closure of SR-167 for 3 nights and partial closures for 11 nights to intermittently occur during the construction window of June 15th to September 30,2003. The culvert replacement project consists of excavating and backfilling,reconstructing asphalt concrete and median barrier and placing pavement markings. Board of Public Works January 23,2003 Page 2 Justification: The W.S.D.O.T.traffic construction group has determined that performing lane closures during the day would adversely impact freeway flow and city arterials. Thus,W.S.D.O.T.traffic specialists recommend that some work be performed at night when traffic volumes are low enough to handle lane closures, lessening congestion in the vicinity. Acting Chairman Dave Christensen opened the public meeting at 8:30 a.m. Laura Musso-Escude,Acoustic,Air Quality and Energy Specialist,W.S.D.O.T.: Ms.Musso-Escude gave a brief presentation on the basic construction work plan,taking place on SR-167 at approximately milepost 23.64. W.S.D.O.T.has completed notice and mailing of announcement to the public. Amjad Omar,Design Team Leader and Chief Inspector,W.S.D.O.T.: Mr. Omar offered a map and plans showing the SR-167 culvert crossing location at approximately 55th Street S.E. in Renton. Elaborating on the traffic volume factor,Amjad stated that the traffic construction group would allow daytime shoulder closure,but not lane closures. All lane closures must take place at night so as to minimize the impact of the public. The Right-of-Way permit was issued by the City of Renton on 1/21/03 with an open condition that is to be defined in a Transportation Committee meeting with the City of Renton on January 30th of 2003. The early issue of this permit was given with reasoning that all permits for construction are necessary in order for W.S.D.O.T.to acquire federal funds for this project. Karl Hamilton questioned Mr. Omar as to a time frame of nightly closures. One (1)lane closures will begin at 8:00 p.m. Two(2)lane closures will begin at 10:00 p.m. and one(1)full lane closure will occur from 11:00 p.m. on a Friday night to 5:00 a.m.the following Monday morning. Jim Gray inquired on the possibility of adverse weather impact. Amjad explained that the Springbrook Creek is at it's lowest flow volume during the month of August and that this month does not normally bring any significant amount of rainfall. Weather will also be analyzed and anticipated before confirming specific dates of SR-167 closures. There being no further testimony,Acting Chairman Dave Christensen closed the Public Meeting at 8:50 a.m. Moved by Meckling,seconded by Gray to approve a variance to the Noise Ordinance for fourteen(14)nights to replace the Springbrook Creek Culvert at SR-167,beginning June 15th and to end no later than September 30,2003. This approval is subject to the following Mitigation Measures: A Board of Public Works January 23,2003 Page 3 1. A City of Renton Construction/Right-of-Way permit will be required for work in the City of Renton Right-of-Way. 2. Lighting used for nighttime work will be directed away from oncoming traffic and residences or shielded. 3. All haul vehicles shall have rubber bed liners to reduce noise impact. 4. All vehicles will be equipped with ambient sensitive backup warning devices. 5. W.S.D.O.T. shall conduct training on noise mitigation measures with all inspector and contractor personnel. W.S.D.O.T.shall submit certification to the City at completion of said training. In addition to providing training, W.S.D.O.T. shall grant the necessary authorization to have an acoustics expert/inspector onsite at all times to ensure immediate enforcement actions of all mitigation measures. 6. After two substantiated continuing complaints within the area of work are received and reviewed by staff,W.S.D.O.T. shall perform noise level tests at the site of affected residents. If noise levels are above allowed threshold, W.S.D.O.T. shall provide additional mitigation measures such as,but not limited to,shielding of noise source,reducing use of certain equipment,or providing motel accommodations. 7. A 24-hour notification number shall be available to register complaints or voice concerns. 8. The contractor shall notify affected residents, identified by the City of Renton application, about the nighttime work at least seven(7)calendar days in advance of such work. 9. Any material spilled or placed on the roadway surface during operations will be removed by sweeping. No scraping type equipment shall be used. 10. Approval for closure is fourteen(14)nights(3 complete, 11 partial closures),between June 15 to September 30,2003. Specific exclusion dates may be determined by the City of Renton as part of the Construction Permit. MOTION CARRIED. 4. ADJOURNMENT: Acting Chairman Christensen adjourned the meeting at 8:55 a.m. CITY OF RENTON E X E:M P :T:I ON --=FROM'CRITICAL AREAS DATE: January 23,2002 LAND USE FILE NO.: LUA-02-009 PROJECT NAME: Upper Springbrook Creek Culvert Replacement and Stream Improvement OWNER/APPLICANT: Mary Kueber PROJECT MANAGER: Ashley DeForest(425)430-7289 PROJECT LOCATION: SR 167 directly North of N. 55th ST PROPOSAL: Removal and replacement of the existing 157 foot long 36 inch by 24 inch corrugated metal pipe arch culvert carrying Upper Springbrook Creek flow under SR 167 with a Washington Department of Fish and Wildlife approved 3-step log weir system. Construction of the weir system will require the placement of riprap below the ordinary high water mark of Springbrook Creek. The project also includes installation of a temporary flow restrictor. The proposed project will improve stream flow and fish habitat,while controlling flooding. CRITICAL AREA: Wetlands regulated under RMC 4-3-050M EXEMPTION JUSTIFICATION: Pursuant to RMC section 4-3-050.C.5a of the Critical Areas Regulations is hereby granted for the following reason(s): X a. Conservation,Enhancement,Education and Related Activities: - i. Natural Resource/Habitat Conservation or Preservation: Conservation or preservation of soil,water,vegetation,fish and other wildlife. ii. Enhancement activities as defined in chapter 4-11 RMC. iii. Approved Restoration/Mitigation:Any critical area and/or buffer restoration or other mitigation activities which have been approved by the City. H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\Ajd\CAE-SPRINGBRROK CRK CULVERT REPLACEMENT.doc Page 1 of 2 (r DECISION: The proposed development is consistent with the following findings pursuant to RMC section 4-3-050.C.5.c: 1. The activity is not prohibited by this or any other chapter of the RMC or state or federal law or regulation; 2. The activity will be conducted using best management practices as specified by industry standards or applicable Federal agencies or scientific principles; and, 3. Impacts are minimized and,where applicable, disturbed areas are immediately restored,unless the exemption is a wetland below the size thresholds pursuant to RMC 4-3-050.C.5.f.1 and f.2. CONDITIONS OF APPROVAL: 1. The applicant shall submit a restoration plan for all disturbed vegetation within the critical areas. The restoration plan will be subject to the review and approval by the Development Services Division prior to commencement of construction. SIGNATURES: Aid (/l)✓ ( 6,1 e Z l vvr rN e v'n4 0 1/4 3/0Z_ Gregg Zimmerman,Administrator date Planning/Building/Public Works Department APPEALS: Appeals of permit issuance may be filed with the City of Renton Hearing Examiner by 5:00 PM on . Phone: (425) 430-6510. EXPIRATION: Five (5) years from the date of approval (signature date). H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\Ajd\CAE-SPRINGBRROK CRK CULVERT REPLACEMENT.doc Page 2 of 2 CITY OF RENTON EXEMPTION CIONCUATE 7 FROM CRITICAL AREAS REGULATIONS "'/IF. , ./DAT A 4e ' "�' ()PAY 1 z t2 DATE: January 23,2002 20nrwt fo,6 Z LAND USE FILE NO.: LUA-02-009 23 PROJECT NAME: Upper Springbrook Creek Culvert Replacement and Stream Improvement OWNER/APPLICANT: Mary Kueber PROJECT MANAGER: Ashley DeForest(425)430-7289 PROJECT LOCATION: SR 167 directly North of N. 55th ST PROPOSAL: Removal and replacement of the existing 157 foot long 36 inch by 24 inch corrugated metal pipe arch culvert carrying Upper Springbrook Creek flow under SR 167 with a Washington Department of Fish and Wildlife approved 3-step log weir system. Construction of the weir system will require the placement of riprap below the ordinary high water mark of Springbrook Creek. The project also includes installation of a temporary flow restrictor. The proposed project will improve stream flow and fish habitat,while controlling flooding. CRITICAL AREA: Wetlands regulated under RMC 4-3-050M EXEMPTION JUSTIFICATION: Pursuant to RMC section 4-3-050.C.5a of the Critical Areas Regulations is hereby granted for the following reason(s): X a. Conservation,Enhancement,Education and Related Activities: i. Natural Resource/Habitat Conservation or Preservation: Conservation or preservation of soil,water,vegetation,fish and other wildlife. ii. Enhancement activities as defined in chapter 4-11 RMC. iii. Approved Restoration/Mitigation:Any critical area and/or buffer restoration or other mitigation activities which have been approved by the City. H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.ING\Ajd\CAE-SPRINGBRROK CRK CULVERT REPLACEMENT.doc Page 1 of 2 Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North Douglas D. MacDonald P.O.Box 330310 Secretary of Transportation Seattle,WA 98133-9710 "EVELOPMEIVT 206-440-4000 LA CITY OF PENTONfVII�l�; TTY: 1-800-833-6388 www.wsdot.wa.gov - 42 2 JAN ' tprm ut January 1 00 SEC ® DEVELOPMENT SERI/1nm Mr. Neil Watts CITY OF RENT Director of Development Services Division CAI 15 Planning/Building/Public Works 2002 CITY OF RENTON r Renton City Hall—6th Floor "ECE!b,ED 1055 South Grady Way Renton, Washington 98055 RE: SR 167 Vicinity MP 23.6 Upper Springbrook Creek Culvert Replacement and Stream Improvement Request For Critical Area Ordinance Exemption - Dear Mr. Watts: The Washington State Department of Transportation(WSDOT) is requesting an Exemption to the Critical Area Ordinance for the above referenced project, in accordance with Renton Municipal Code (RMC) 4-3-050C4, under subsection C5, Critical Areas and Buffers. The work consists of the replacement of an aged weir currently posing a fish passage barrier,with a new Washington Department of Fish&wildlife (WDFW) approved 3-step log weir system. This proposed work is part of a larger, culvert replacement project,which will improve stream flow and fish habitat, while controlling flooding. A Pre-application meeting concerning this project was held with Elizabeth Higgins, Senior Planner, and Paul Lumbert, Plan Reviewer, on December 13, 2001, at the City of Renton. At that time, Elizabeth indicated that an error was made in the previous determination of Non-Designated Shoreline for the project area. Project plans and details were submitted. (Elizabeth has stated that a file has been maintained on this project,with the City of Renton)Since then, a flow restrictor has been added to the plans,to be installed downstream,regulating flow of Springbrook until the City of Kent has completed a project in their jurisdiction. An updated copy of plans is included in this package, along with a copy of the cited City of Renton Municipal Code, applying to this project. The existing weir is a single step weir approximately 2.5 feet tall, and does not have a low flow notch. The existing system does not meet Washington State Depaitiiient of Fish and Wildlife standards, due to its height. The new weir system is composed of three steps, each having a height of 0.75 feet, and a low flow notch. • Additional work will include re-contouring52 lineal feet of channel upstream and 35 feet P downstream of the new culvert, in addition to replanting the stream banks with native vegetation(stream restoration). Stream banks along these limits will be re-contoured to lessen the steepness of slope. The variation in length is a result of the addition of the three step log weir system, along the upstream side of SR 167. Re-contouring is required so that a smooth transition between the new culvert opening and the outer project limit can be achieved. Furthermore, substrate must be removed to make way for the new spawning gravel. Approximately 5 cubic yards of 12 to 24-inch riprap will be placed below the ordinary high water mark(OHWM), and 8 cubic yards above the OHWM at the new weirs (inclusive). The placement of riprap at the weirs is designed to help keep them in place and stabilize the banks. Otherwise, the weir/bank interface could erode during the next high flow event. This activity will have beneficial effects on fish habitat. The project activity will be constructed using BMPs (Best Management Practices) designed to control erosion. Impacts will be minimized, and disturbed areas shall be immediately revegetated. The activity does not appear to be prohibited by the RMC. Per RMC 4-3-050C4, "activities taking place in critical areas and associated buffers, and listed in the Table of Exempt Activity, are exempt from applicable provisions of this section,provided a letter of exemption has been issued,per subsection C4 of this Section". The City of Renton reserves the right to determine activity of shorelines, streams and lakes. The project involves critical area/buffer restoration and enhancement, in addition to habitat improvement and improved stream flow in the City of Renton designated under "Exempt Activity-Conservation, Enhancement ai, aii, and aiii, conserving and preserving fish habitat, and other environmental values". It is therefore our(WSDOT) interpretation of the RMC, that these work activities planned for Springbrook Creek Shoreline will qualify as exempt activities. We (WSDOT)trust that the City of Renton concurs with this interpretation, and look c forward to receiving your determination of the Critical Area Ordinance Exemption. Additional information, or data, concerning the project shall be supplied upon request. Thank you. Sincerely, K e-k4— Mary Kueber Environmental Coordinator MK/mk Day File Project File r�.. •6U-08-2001 10:51 CITY OF RENTON 425 430 7231 P.01 v DEVELOPMENT PLA"vPvdr\IC� • �x °� City of Heilton+4fie ♦ JAN 2 � 2d�� ' Development Services Division _ ."1055 South GradyWa Cth • - -4 N` 0 Renton, WA 9855 Y' � � � • Date: to. 44 a/ TO: Nfrer ieve364)._____ FROM: Laureen Nicolay Senior Planner Phone: Phone: (425) 430-7294 Fax Phone: Fax Phone: (425)430-7300, C" O ,4 W45 SUBJECT: 0 I '77 [Number of pages Including cover sheet: REMARKS: ❑ Original to 0 Urgent 0 Reply, 0 Please ' 0 For your be mailed AMP Comment review 0,0 r�r. � r2ald , aA/j1 'i'O GAT" 1-le- 44/dry 1.t f 4e2- r /mod Y 4N ors/ Y� YO J cdrvi_ �,_. Pgetraer. T /'MCS . 591 Pula. Piega4r Lm1/44-7-k- _MY Vie'; 2r .C2 Dt/ - ` _, • a ii kill. Ahead et the curve \\' -08-00..-2001 10:52 C • OF RENTON 425 430 7231 P.02 --—� 43-050C treated,used or produced;and the po- exemption is a wetland below the tential for the land use,activity,or busi- size thresholds pursuant to subsec- ness to degrade groundwater quality. Lion C51(1)and C5f(ii). 4. Letter of Exemption: • iv. If a hazardous material,activity, and/or facility that is exempt pursu- e. When Required: ant to this Section has a significant or • substantial potential to degrade i. Aquifer Protection,Flood Haz- groundwater quality,then the De- ardls,Geologic Hazards,Habitat partment Administrator may require Conservation,Wetlands:Except in compliance with the aquifer proteo- the case of public emergencies,all Lion requirements of this Section oth- exemptions in subsections C5,06 erwise relevant to that hazardous and C7 of this Section require that a material,activity,and/or faciikty.Such letter of exemption be obtained from determinations wiN be based upon the Department Administrator priorto site and/or chemical-specific data. Construction or initiation of activities. 5. Specific Exemptions-Critical Areas li.� orelinsa,Streams and and 116tilat Specific exempt activities are Lakes:(Reserved) listed In the following table.If an"X"appears in a box,the lisle texer_nption Applies in the b. Applicability of Section Require- specified critical area and required buffer. If meats to Exempt Activities: Exempt an"X"does not.appear in a box,the n the ex- activities provided with a letter of exemp- emption d not apply in the particular cxiti- tion may intrude into the critical area or area or required buffer.Where utilized in required buffer subject to any listed con- the following table the term°restoration` ditions or requirements.Exempt activities means returning the subject area back to its do not need to comply with mitigation ra- original state prior to the performance of the tics of subsection M11 of this Section, exempt activity.Activities taking place in crirt Wetlands Creation and Restoration,or !cal areas and their associated buffers and subsection M12 of this Section.Wetland listed in the following table are exempt from Enhancement,unless required in exemp- the applicable provisions of this Section,pro- tion criteria.A critical areas report,and/or vided a letter of exemption has be•`p Waled, enhancement or mitigation plan shall be per subsection C4 of this Section,Lefler of required,unless otherwise waived by the lxemption.Whether the ex_ emptec�asjyliies Department Administrator. exempttotn.gemiits will be deter- rn ed ucx�n._appli on of ch pzers c. Administrator Findings:In deter- an 4-9 HMG,or other applicable sec- mining whether to issue a letter of ex- tions of the Renton Municipal Code. emption for activities listed in subsections C5,C6,and C7 of this Section,the Ad- ministrator shall find that: i. The activity is not prohibited by this or any other chapter of the RMC or State or Federal law or regulation; ii. The activity will be conducted us- ing best management practices as specified by Industry standards or applicable Federal agencies or sci- entific principles; lilt Impacts are minimized and, where applicable,disturbed areas are immediately restored,unless the 3- 19 (Revised 1O/00) ' V .. .... .. :�- ... - _. . . , .. Shorelines/ .. Aquifer Flood Geologic Habitat Streams/ Protection Hazard Hazard Conservation Lakes EXEMPT ACTIVITY Area Area Area Area (Reserved) Wetlands .- o"-" ,..,.T,;; + } r� ..�1 .+�:q`..'r4'T� r7 nn !+•. �+rt;!•:r'C.Y�r� T..�,a�...,-._. tw “.111%-a ,T --ir y:I:1 14ii tL �%. a ti :`,I� •�4o- ItJ,•,. i,t.+, tt K �r,.l: i 1 ] . t+` ., '��ai �.d�J_. 14.:.__�::":��. .:..L.'��_ll_.4LJf�l';_'4r.+�1:'a-.�AZI..zu.-. i�...�:....:c_1 .._..�._.L•<.-o,..Fl��l,......��..,;...y.�tt:>.at i. Natural Resource/Habitat Conservation or X' X X X X tf Preservation:Conservation or preservation of soil,water,vegetation,fish and other wildlife. ii. Enhancement activities as defined in Chap- X 111 X � X ��� ter 4-11 RMC. iii. Approved Restoration/Mitigation:Any oriti- X' X X X X cal area and/or buffer restoration or other mid- 'eS gation activities which have been approved by the City. .ww,,?_.2.{. ......� �,...:.1:.` .._.i._.__u-_ ���_.._ �.irA,11}.L..�4.�.•a.JCi.�f_ Lk, • i. Education and Research:Nondestructive X' X 11111 X X education and research. ii. Site Investigative Work:Site investigative X1 X X X X work necessary for land use application submit- tals such as surveys,soil logs,percolation tests and other related activities. Investigative work shall not disturb any more than five percent (5%)of the critical area and required buffer.In every case,impacts shall be minimized and dis- turbed areas shall be immediately restored at a . 1:1 ratio. h� r .v:l.,r�-.Ti,.�;�r�-.,•^-: F --.�-" �`'."c�."S T 4'.a. ?4-.'ti+r-ti r -:•i is - r •- ra�: .'_...-tip �.._....f-.._ -,.,_ �I_..L._. t .,...c...�L..._�.ti,3.....a..-�d"7y_..... a.u.�..J.a_..� �. __...... ,. ..1-.7 i. Harvesting Wild Foods:The harvesting of" X' X X X X wild foods in a manner that is not injurious to natural reproduction of such foods and pro- , vided the harvesting does not require tilling of soil,planting of crops or alteration of the critical • area_ ii. Existing/Ongoing Agricultural Activities: X X X X Existing and ongoing agricultural activities including farming,horticulture,aquaculture and/ or irrigation.Activities on areas lying fallow as part of a conventional rotational cycle are part _ of an ongoing operation.Activities which bring a critical area Into agricultural use are not part of an ongoing operation.An operation ceases to be ongoing when the area on which it was con- ducted has been converted to another use or has lain idle so long that modifications to the hydrological regime are necessary to resume operations. a azardous maten. ,a t vdy,and/or =•.I ty -t is exempt pursuant to this ocean •. a sign"cant ors ••- - Ual ••tential to degrade groundwater quality,then the Department Administrator may require compliance with the aquifer +rotection requirements of this Section otherwise relevant to that hazardous material activity and/or facility. (Rev;ed 10100) 3-20