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HomeMy WebLinkAboutCAG-20-065 -Duvall - Field Work Directives CAG-20-065 Duvall Ave NE FWD Log updated 2/10/2023 In progress Dates FWD Title Est.Cost Issued Acknowledged 004 Plastic Line 1/12/2022 $37, 7 50 002 Electrical Components 1/12/2022 $0.00 004 Anchor Bolts added length 1/31/2022 $27000.00 004A Added Storm at 9th 2/25/2022 $17,450.00 005 Storm Trench Backfill and Added water control 2/4/2022 2/4/2022 $39,965.00 006 Expand Overlay at 9th 2/21/2021 $5800.00 007 Wall Revisions 2/14/2022 $128,600.00 008 CB 2 to CB 8 Storm Revisions 2/17/2022 2/18/2022 $2,800.00 009 Triple Tree Removal 2/17/2022 2/18/2022 $3,400.00 010 Relocate Street Light L12 3/16/2022 $2,423.68 011 Supplemental RPM's 3/24/2022 $297.50 012 Remove 2 culverts in WZE 4/12/2022 $2,200.00 013 Additional Channelization Devices 5/5/2022 $11,000.00 014 Extra sawcutting/pavement removal at FH at 910+25 LT 5/6/2022 $0.00 015 Multiple Tree Removal in WZB 5/6/2022 $4,000.00 016 Signal Modification Assistance 5/12/2022 $3,134.00 017 Storm Revs at MH 33 5/20/2022 -$2,470.00 018 Storm Revisions at NE 12th Street 5/26/2022 $2,300.00 019 School Frontage 5/26/2022 -$6,740.00 020 Water Main Connection and FA 6/1/2022 $1,500.00 021 FH 10 relocation 6/28/2022 $9,721.59 022 Filterra Vault Shift at Sta 920+25 LT 6/21/2011 6/28/2022 $0.00 023 Storm Pipe Abandonment 7/1/2022 $0.00 024 5 Tree Removal 7/18/2022 _ $10,518.00 025 Wall Revisions WZB and WZE 7/21/2022 7/21/2022 $18,583.00 026 Additional Landscaping WZE 8/2/2022 $13,454.00 027 CB 37 Revisions 9/16/2022 $438.00 028 Street Light L08 Foundation Mod 9/20/2022 $8,760.00 029 Modify 8 Street Lights 9/26/2022 9/27/2022 $8,400.00 030 OT Pay for Flagging-Foreman 11/18/2022 $2,500.00 031 Wall Revisions in WZD 12/14/2022 $19,785.00 032 Delete Turf 2/13/2023 -$13,750.00 033 FO Revisions 2/13/2023 $0.00 034 Paint Line Refresh draft to City $3,002.00 City of Renton Field Directive No: 36 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford 10/2023 Ls) The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Remobilize,clean,prep and reapply two coats of the longitudinal paint line on Duvall Avenue,as shown in the attached schedule,over the previously applied paint lines. The approximate added paint line quantity is 6,279 LF. The current contract quantity is 16,096 LF. The added work is an approximate 39%increase in quantity. • Cost Adjustments: Additional cost for contract items: BI A121-Paint Line-Final Application. Add approx 6,279 LF @$0.77/LF=$4,835.00 A Change Order covering this Field Directive will follow immediately. Contractor Date Paint Line(White Wide Edge Line)-Estimate Sta Sta Length (LF) Passes Total 89094 89280 186 1 186 89358 90591 1233 1 1233 90672 91931 1259 1 1259 92022 92760 738 1 738 92022 92122 100 1 100 89358 89400 42 1 42 Bid Item A88 Paint Line- Total added 3558 LF Paint Line(White Lane Line)-Estimate Sta Sta Length (LF) Passes Total 90672 90926 254 1 254 91300 91800 500 1 500 91800 91931 131 1 131 89358 90591 1233 1 1233 89400 89850 450 1 450 Bid Item A88 Paint Line- Total added 2568 LF Paint Line(White Wide Lane Line)-Estimate Sta Sta Length (LF) Passes Total 90051 90112 61 1 61 Total added 61 LF Paint Line(White Wide Dotted Lane Line)-Estimate Sta Sta Length (LF) Passes Total 89358 89400 42 1 42 89903 89953 50 1 50 Total added 92 IF i CHANNELI2ATION NOTES: Reapply Pant Lne I (TYLI EXLST EX STOP SIGN I S WVN O PtlRT WSALLD ORPTM S mDO PUBLUNE CENTER .S imp RAM. (\ H ( I / ESFISINGLA SNlHttl ENt 0INSTALL RPM TWO-WAY LEFT RN \ CENTERLINE,PER WSDOTSTD TUPUN / � -® M-7D.5002 Z -- -' O INSTALL RPM WIDE LANE LINE,PER I ' _.,—__.—... O6 STA 893,58.2)5'LT- ., ; WSDOT STD PLAN M-2OSDO2 - xxxrnxrxxwxuw..-.._!- t _ O —INSTALL NPM LANE UNE.PER WSDOT 0«„««„««««•«««« x x x«"r Oe STA 893.58,16.5'LT m STD PUN M3030-02 - OI STA 893.58,5.5'LT-- '"RA""r'uI�iMMMrrrirur:r W O- - -INSTALL RPM UNE LINE,PER DUVALL AVENUE NE Al WSDOTSTD PLAN M-2o.so02 891 W0 _ _ _882 W0 G' - air. • -:.;..O 0INSTALL MMA WHITE WIDE EDGE LINE - -- -- - - - PER WSDOT STD PUN M-20.10-03 ' QS STA 893.58,5.5'RT - _ Or THERMAL TIC TRAFFIC • V STA 89.B.SH,16.5'RT_-_ ` - - Q O 1S� µDCWSDO�o VUN Mr1092 ARROWS, SHUR CURB TO BE REINSTALLED WITH 3' •WITH CI CONTRACTOR 7I COORDINATE - _ H WITH CITY ON REINSTALL AIION. OSTA 893.58,273'RT _.. -._ _- _... Z INSTALL THERMAL PLASTIC TWO-WAY 8 LEFT TURN ARROWS,PER CITY OF I. * I 1 RENTONSmPUN 109ANDWSI a ,t/1 1[ _- ---_ --_.--__1 F Sm PW!M-21A0-02 INSTALL WHO. PLAST I \` -I- ' _-- - I I- S f-$ BICYCLE UNE SYMBOL PLER WSOOT �_�1) I a \ I -�_R-2� O Sm PUN M-9.SO02 9 INSTALL IRE THERMAL PLASTIC STOP SIGHS VT STREET EUME AN LINE.PER CITY OF RENTON STD PLAN Z M� SP 128 SIGNS TO REMAINI I 11 Y EyMrE N II (I R OSS STD PLAN PE1R CIITY OF I IINSTALL WHITE THERMAL PLASTIC PLAN 0MOOTTRAFFIC ARROW TYPE IS,PER DOT 2. _SGIE IN NOT STDPLAN M-24.40-02 pig=p O INSTALL MMA DOUBLE YELLOW CENTER UNE,PER WSDOT Sm PLAN M-20.30-3 %"9 1A — —INSTALL MMA WHITE LANE LINE PER , \ Reapply Pant Lne WSDOTSm PLAN M-20.1003 z �L1 T91 0 SIGN LEGEND: Fl ( INSTALL NEW SIGN ON POST -- -. i ._-.--__ �_-.-_,_,.._T N (R--)RELOCATE EXISTING SIGN TO NEW POST 3 Oi srA B9s.u,s s•Lr _..-_ U C%- REMOVE AND SALVAGE EXISTING SIGN • ,,,r rrrurrr:Mrwrr+ur MMM.i::.,.M.•r. r,MMrr I r«uMlmu rrrrrr STA NAM,5.51.1 ® MnmrruwllmmN DUVALL AVENUE NE I ',.. W EXISTING SIGN rurrrr+rMlNrorr��rr,.nNl,�,r��,r�„m,- .- _ _ r i0 --,.- --.Ut N NEW SIGN 2 __ -1_ -I_ .:-. _...M�FN - -.. OSTA 898M0,S.5'LT W ' mu, -S . - - 817F00 col 4 FLASHING BEACON SIGN(SEE E SHEETS) H O1 STAB95F11,53AT - - -.- _- --- _ i.. D _ - - AE RADAR SPEED SIGN MEE E SHEETS) CD LAD STA 89Ae0B,S.S•RT�s ... ,,,, GENERAL SIGN NOTES: _ - rrr..... r,..-- - S2 CO PER AND PLAELI 6C ^" rrrrruuunnrrrulwwrur ruuuFuu 4 1. ALL NEW AND NTON STD SIGNS SWILL BE INSrALI — /� 29. T, ._. _`-_'_ _�. (1 L STA 897499,5.5'RT N W '-- "'► V W 2. MINIMUM7FT CLEARANST CErn FROM FINISHED GRAD!ILA IR -_-\--- - - _ ? 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED SIGNS _ - --- - -- _ I SHALL BE INSTALLED IN SAME CONFIGURATION AT NEW V LOCATION. H i. `%2 {. RELOCATED O SIGNS ON EXISTINGOS WOOD POSTS SHALL BE INSTALLED ON NEW METAL POSTS. _� S. RELOCATED SIGNS ON NEW LIGHT POLES SHALL RE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. G. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING TRAFFIC PER CITY OF RENTON STD PLAN 129 PLAN SCALE IN FEET 47. SEE SHEET CNS FOR SIGN SCHEDULE. 1•••• NNNPP1 .0 20 QC 8. MA SEF TERIALS.C00.S PLAN 109 FOR PAVEMENT MARKING m L _ }�,.. _2. • CITY OF RENTON DUVALL AVE NE IXWONO. CH3 NW :GIs ' ss Ihrametrix CONFORMED SET pR, w PROIECTND 23Al2 D uNWN� AArNI —_ / r.AMsr ELI L. aLCX AV g CHANN ZATION&SIGNING MD'LLpND 1Por erAe 0 _ APVNW FWCINS,WRIOM gy,_,'�, �� - STA 891+50 TO STA 898F50 are tsEloE .... -- FILL �..' wrzT/ ?F SHEET 10F5 NRLT No.sB_oF�. MUlt MASON DLYtRIION P AA. PAN �^+� CHANNELIZATION NOTES: 0 --_ INSTALL RPM DOUBLE CENTER UNE, PER WSDOT 5T0 PLAN M-20.50-02 0 INSTALL RPM TWO-WAY LEFT TURN Reapply Pert Lae DOTING.7"'11RFRSE MAIN y STA CENTERLINE,PER W500T STD PLAN OW) SIGN TO REMAIN \\ 01.12,S3 T O M-20.50-02 _ _ U �_ N. L I -- _. O INSTALL RPM WIDE LANE UNE, PER A . --r - 3 2 -- ~ - - \ ~ O- -INSTALL RPM LANE UNE,PER WSDOT W OS STA 8993.03,5.5'1T I STA 899.53,5.5'LT O �.,.-3'I I m STD PLAN M-20.50-02 Lay U1 - 7 - - - - - -,..,,rr.... ...„.rrwwxrrrur .u.111.1rwrwruuirrr 1 r - - ..,«." _ .0* - __ _w O_ - -INSTALL RPM DOTTED LANE LINE,PER ���1}... 0©•TA 900.51,5.5'LT -.Z Oj WSDOT STD PLAN M-20.50-02 ut mN0.00 _ J NOM . Y02+00 \ - BOIL (i INSTALL MMA WHITE WIDE EDGE LINE -- -- __. __ -._ _ _ - ____ .._ -.-._ m PER WSDOT STD PLAN M-20.10-03 01 CO F< 1 STA 899.03,S.5'RT•- '1 STA899.53,I6YRT 0O STA 900.51,5.5'RT 7 - Q THERMAL PLASTIC TRAFFIC ARROWS, yj O_ _ _O_ _ , \ F 07 �� PER CITY OF RENTON ITC PLAN 109 W "-STA 899.53.5.5'RT 1 AND W50OT STD PLAN M-24.4002 Z 605TA 899.53,27,51IT-� Q ;, DUVALL AVENUE NE 2 -y O STA 90051,16.5'RT 8. ---\ J O 1 Tc LEFT TURN ARROWSINSTALL THERMAL,PER CITY C RANI-WAY H - \ NI "I N} V RENTON STD PLAN 109 ANON 1. 60 STA 90041,27SRT 1 1-- -- f 7T\ a INSTALL W HITE MERMAL PLASTIC O FF... .47. 0 9 O �-^� BICYCLE LANE SYMBOL PER WSDOT �5\ N �} STD PLAN M9.5002 l R 3 L. '" EXISTING \-STA 902+16,SSYLF 0INSTALL IN'THERMAL PLASTIC STOP 'STOP'AND STREET to UNE,PER OTT Of RENTON STD PUN Z 1 SIGNS TO REMAIN SP 128 PLASTIC LIIIIIIII CTHERMAL. OF SCALE IN FEET ® 7 1 _01 0 20 40 INSTALL WHITE THERMAL PLASTIC FF 0 .1- TRAFFIC ARROW TYPE 15,PER WSDOT 1 N STD PLAN M-24 40-02 0 STA 906,41.46.6'LT 13 INSTALL LIMA DOUBLE YELLOW I-. T' CENTER UNE.PER MOOT STD PUN O STA 90H19.46.9'L7- I I IC M-20.10-03 W }-� I 2 STA 90W72,275'LTO ld -INSTALL UMA WHITE LANK LINE PER .�' ` ON REM-•STOP HERE WSDOT STD PUN MUTE M-20.10-03 U RP�pN Pant Line r STA 9oWn,16s'LY® ON RED'SIGN TO REMAN SIGN LEGEND: Y ffYol �srA9os.m.nsu j _ i-`k5 9 y \ \ -STA 906.72,5.51T CI,./- -STA 907.18,32.0LT O C})INSTALL NEW SIGN ON POST .n V �� IT \ / 0-�RELOCATE EXSTING SIGN TO NEW POST (j� ' m�. r 111. I J 4� :I''• `` V C�REMOVE AND SALVAGE EXISTING SIGN u., I' EXISTING SIGN W O N O STA 905.91,16.5'LT L O O3 STA 907.7L 5.5'LT N 1 STA 903.93,5.5'li 4 2 P NEW SIGN 1 fir re - --. ,.rnrrru.1114.xnrlrrnrxxxrurrnrrrr,««iii. - - - _ _ -"a p - - - - - •l �, DUVALL AVENUE NE l0 1 STA 905.96,5.5'LT ®' _ �' -O7 N W FLASHING BEACON SIGN(SEE ESHEETS) 1N - 90NN 9N.N - IO/+N M7 0 RADAR SPEED SIGN ISEEESHEETS) _____f w.. . _. - ...� - ---- "' _- - _ - !RB'; - --_ GENERAL SIGN NOTES: Q a I 13 STA 906+ N / O ^ OSTA9N.%,55WT O SSWT-.- r'191r O I. ALL NEW AND RELOCATED SIGNS SHALL BE INSTA "� _ nr.mL 1011 Q PER CITY OF RENTON STD PLAN 129, /L_____ ul Z OSTA905.%165RT�� - 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO '% J ^ N I nI 4 Z BOTTOM OF LOWEST SIGN. X.yN y ..... m ..'► 11 57 _ _ " --- --- -• INSTALLED IN SAME CONFIGURATION ANEW ll 1 y 4 /1 �` _. .... _v rnL � 3. WOCLOCATIN.MULTIPLE SIGNS ARE__e-*- '*I`` \ - --+ - _-- ~ RELOCATED SIGNS \ O RELOCATED SIGNS ON EXISTING W BE4. WOOD POSTS SHALL \ # ` INSTALLED ON NEW METAL POSTS. OVA 90N%,5.5'RT-- 0STA 905.% \,27.5'RT j � '-STA 90/+18,5.5'RT ]0 S. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER N SEA%5�%,31.5'lli / 6.7 STA RO2,27.5'RT 60 POLE LOCATIONS SHOWN ON ELECTRICAL PLANS 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING \1 _ R�i \I, � - - STA 906+50,61.ORT0 TRAFFIC PER CITY OF RENTON STD PLAN 129. - PLAN N _ ]. SEE SHEET CHS FOR SIGN SCHEDULE, IN FEET 10 STR iMRH1,f0O'Rf I Si� 8. SEE COR STD PUN 109 FOR PAVEMENT MARKING 1® O I r I� 1 MATERIALS. 0 20 40 SURVEYED _.. -- t>1 Ae`r coc _ - CITY OF RENTON DUVALL AVE NE oM„,,„.o. CH2 -- '-- S' Q,% xsrAfR � CONFORMED SET He13[YIORcS IN.MrwMr PIIDIECTRD 2u1]]995 i� CHECK Pararnetrl1 rRPMYURIAT%M rims.. -_ -- _ CHANNEUZATION&SIGNING -"-- - CS MVO.) O.TRUR ON MIF. WId21 nnI Mcll _adc ,R,,.a.wan., � ���� STA 898+50 TO STA 908+00 FArR MAW.00.011100 IN Ng. OM ,... FILL:PU2uLTJR SdbP � ww BY:__ - OAT*7l SHEET 2 OF 5 MET 11P. f9 a VI 9 CHANNELIZATION NOTES: Ol INSTALL RPM DOUBLE CENTER LWE, Re8E4/Pon[LM PER WSDOT STD PLAN M-20.50-02 (TYD) EXISTING'SCHOOL SPEED UMIT 9 20MPXSCHOOLIGN XFEASHING O L_. �y 2 �M-205 RPM PER WSOYIEFT TURN R-9 i- CENTERLINE.PER WSDOT STD PLAN UGHT TO REMAIN \ �- M-20.5002 - I ——_ _.. _ _ __ _ - _:� 44 i _ D --- •` 3 O INSTALL RPM WIDE LANE LINE,PER �{� j 1 OJ WSDOT STD PLAN M-20.5O-02 Nr_ + I „} ��5 F / m O— —INSTALL RPM LANE UNE,PER WSDOT to 5.] a »� STD PLAN M-20.93-02 N — — —INSTALL RPM DOTTED LANE U ,PER w 10 O OS NE - ,^, O WSDOT STD PLAN M-20.50-02 WI '4' !WOO. r - _ 91040 011.49 012.00 913 ti o`��L --_ - i.... ___ I. __.._. _ -_ _ • - O INSTALLMMAWHITNM-20.E WIDE DGEUNE ... .1 13 A909.1B,s.STRT -.y DUVALL AVENUE NE - < �� PER WSDOT STO PLAN M-2O.IRO3 »f In + THERMAL PLASTIC TRAFFIC ARROWS, IA Lu PER CITY Of RENTON 5rD PLAN 109 h _ _ _ _ ,,W „rr,N.r „,r� N o .. A 0 T -./ O AND A2 MA PLASTICOOT STD PLAN 2TwawRv 4A0-02 y 8 LEFT TURN ARROWS,PER CITY O` F__-__ —____. . I Q RENTON STD PLAN 109 AND WS w _._ _— L _.- __. __.. - 2 STD PLAN M-24.4002 23 EXISTING CROSSWALK AHEAD' INSTALL WHITE THERMAL%AST._ SIGN MOUNTED ON LUMINAIRE EX SOLAR POWER -z O N f.—.g BICYCLE LANE SYMBOL PER WSDOT TO REMAIN PLAN SPEED URWE SIGN PL AN PN M-9.5002 SOME w FEET INSTALL 18'THERMAL PLASTIC STOP 0WI LINE,PER CITY OF RENTON STD P 0® SP 128 11NIIIIIICUENTON STD �P�OF INSTALL WHITE THERMAL PLASTIC 12 TRAFFIC ARROW TYPE LS.PER WSDOT STD PLAN M-24.90-02 ReiPN Pent LIM - STA916.41,SS LT E lT F 9EGw ITygl O C R-31 -` )IV2[� v 13 INSTALL MMA DOUBLE YELLOW \\ .9 CENTER LINE,PER V SDDT STD PLAN -d M-20.1ON \ 14 — —INSTALLMMA WHITE LANE UNE PER w - - -- --- WSDOT STD PUNM 2U.1003 O j .5'• + '1 Lig in in RFu� SIGN LEGEND: iii 02 i! i / f 1 W (5. INSTALL NEW SIGN ON POST US 0J O2 STA 915.77,55'LT .,t - 4r rxwwnnrnlrrHNNnr rnrr I rr nr NNrNnr rrr ..— .xNNnnrr n NNw rrrn rlNNwr,.. .. nr ♦-- ...NNrr r rrrrrrxNnr1 I rr rr.xwrr — _ � �R-� RELOCATE EXISTING SIGN TO NEW POST E p 14 --' DUVALLAVENUENE I — — ti N (U)REMOVE AND SALVAGE EXISTING SIGN �4j 1 r ^+ .` 01 _ 911.00 915.00 __ Y f 91bOD _ � _917 _• _1 HIS g W OUSTING SIGN ir 00 T N ,.' 14 / �_ _ _ -- 2 STA 91�];,S.Sn7i —O O » e�� �y R NEW SIGN j r 9 T wr O 6 O / \ N O. FLASHING BEACON SIGN(SEE ESHEETS) IS w 41 RADAR SPEED SIGN(SEE E SHEETS) hT gyly „' ,.. yTCy - _. = GENERAL SIGN NOTES: uaEINsrnu ; 1 �U PER CITY OF RENTON STDDMANiM 1� I_ ALL NEW C, Q 2. MINIMUM 7 FT CLEARANCE FROM FINISHED GRADE TO G N-(-R_-30) BOTTOM OF LOWEST SIGN. PLAN ® • , SEA 916.91,55'Rf O 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED SIGNS i = - SHALL BE INSTALLED IN SAME CONFIGURATION AT SCALE w FEET "-<R-11) LOCATION. 0 20 40 A. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE INSTALLED ON NEW METAL POSTS. 5. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. 6. ALL SIGNS SHALL BE ORIENTED TOWARDS ONCOMING TRAFFIC PER CRY OF RENTON STD PLAN 129. K. ]. SEE SHEET CHS FOR SIGN SCHEDULE 8. SEE COR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. 1LAR`4. RAN[r� DUVALLAVE NE NuwaNO. CH3 ,A Fa... 0V1V1GH KKK CITY OF RENTON __ t AT Al LN1w in CONFORMED SET 1 NAM WOW.DEPANTMLNI PRO9GTN0. 2M IMS x TMN 000RRN]N DIVISION POMO NO. ____ _� m CONSTRUCTION CHANNELIUTION&SIGNING - -- /I cNlare is ParametH STA 908400 TO STA 918+00 DAM _MARL ,, rNa rrr: oc / IRNAEI lYBw1RBl]IIION w AM. MTE � NIE IRNFu>Iwual0.9 '"•r E,�; �: oATe���l.� SHEET 3 OF S �TND yL a�4.. CHANNELIZATION NOTES: ( Panllne I O PER WSDOT STD PLAN M-i0.50-OlUBLE CENTER E OSTA919MB,4417LT =I _I STA 919159,44.4'LT 1p R- LEFT INSTALL RPM IWO-WAY _ N I • O CENTERLINE,PER WSDOTSTD PUN %i TURN �S16,xi1Ax 5.9X.B Z' OSTA 9NN2i, M-20.50-02 ` i].5'lT M37 EXISTING NAME I `�SIGNS TO REMAIN r r r r I 4� O WSDOT STD PLAN III.0.50-02Ln •�R S I �,�1 rr - -- I 5 A -INSTALL RPM LINE UNE,PER MOOT I_ A Ili > 1 r _ ( • T .= W - - - DOTTED LANE UNE,PER 1119 O m STA 919.31,16.553E .� 5TA919*31,n5'Lt0 O _� .i+ STA 921+22,SS'U O^,.....,^, ,•, ,- n, W O WSDOT STD PLAN M-20.50-02 W STA9MHB,3I.SYT W .1 W O INSTALL MMA WHITE WIDE EDGE UNE N 8 10 13 STA 91931.5.5T OSTA 921NII,S.SYT a O 0 PER W500 STD PLANM20.10-03 r ` OSTA 922•62.S5'LT CO^'- 'i9H70 I - -! _ ---_E_ ��ti 922 THERMAL PLASTIC TRAFFIC ARROWS, .t-- _._ _ - ._� - !W - 1_ - - N O i PER CITY Of RENTON STD PLAN 309 OF --STA 919H3.5.5'RfO i1 \ �, - AND WSDOT STD PLAN M-14.40-02 Q STA 918.31, OSTA 919.31,27.5'RT O `STA 920634,55'NTO T Q O 5.5161 _ O DUVALL AVENUE NE - N INSTALL THERMAL PLASTIC TWO-WAY _ _ _ �y OB } r LEFT TURN ARROWS,094*CITY f" 1~II B - - --STA 919H1,16S'RT 17 1 - _ _ r Z .. lOSTA 919.31,31.5'R7-- T -STA 920r22,5.5'RT O - - --= RENTON STD NM 109 AND W: 14 STA 920.22,165'RT- B M STD PLAN M-24.40-01 I _Z=. U nI T 0 -g BICYCLE UNEINSTALL ESYMBOL PER WSOOT -- ---^' O_T= QI/".7\ • O 1' nT 2 O STD PIANMJ.50-03 INSTALL O YTHERMAL EN PLASTIC STOP li ? 10 UNE,PER OTYOFRENTON STD IC PUN R-7A END m STA 922.62,5.5xT -STA 920322,27.511T O EXISTING"END SCHOOL SP 128 EXISTING SCHOOL CROSSING WITH ZONE'SIGN TO REMAIN BEGIN© �HII II INSTALL THERMAL PLASTIC ® ®® STA 919+70,tl.0'R7 STA 919RBI,tlA'RTO DIAGONAL ARROW TO REMAIN 11 1 II 11 N CROSSWALK LINES STD MAN PER CITY PLAN SCALE Al FEET Z INSTALL WHITE THERMAL PLASTIC O f TRAFFIC ARROW TYPE I5,PER WSDOT 0® STD PLAN M-24.40-02 • O - R->D) O CENTERLNEE.PER WSDOT 511)YELLOW 0 IA STA 926R30,39A 1r Reapply Pant Line -' -STA 926N6,39A'LTO M-10.1003 STA 92336 (TYP) -STA 92740,MILT O 039 EYLT+36 STA 923+51,39A'LT O R_21 `` CD STA 926H61,27.SYTO O- -INSTALL MMA WHITE UNE NE PER R0 `-`_ '�R]2 / WSDOT S70 PLAN M-10.1D03 - SIGN LEGEND: S-13 - / In �-- . ., v. I���P --- J INSTALL NEW SIGN ON POST - Q RELOCATE EXISTING SIGN TO NEW POST BEGIN CO STA 925E74,5.5'LT- 0 STA 926�64,1651T N- - STA 927460,17.3'LT i4 CE-j REMOVE AND SALVAGE EXISTING SIGN O --O9 - - - - ENO© \I STA 926K65.5'LT O \ EXISTING SIGN Q ,. STA 927.59,5.61.T0 1L ti W :. '^ " 02B4M h NEW SIGN w I 4. FLASHING BEACON SIGN(SEE E SHEETS) C^ii - --- _- - _- DUVALL AVENUE NE -O - STA 925+74,3.5TLTO OSTA927•14,521'RT-� M 4 RADAR SPEED SIGN(SEE E SHEETS) _ -STA 927359,6,011T O f _ - - - - - - - - - - - 7 - - - GENERAL SIGN NOTES: •"I w___ - - 14 STA 926.64.16.5'RT �, O •STA 927E59.17.1'RT 14 1. ALL NEW AND REWCATED SWNS SHALL BE INSTAL VI PER CITY OF RENTON STD PUN 129. Z ~ in „ _ 2. BOTTOM F LO f7 LOWEST SIGN.FROM FINISHED GRADE TO 7 BOTTOM Of LOWEST SIGN. 3. WHEN MULTIPLE EXISTING SIGNS ARE RELOCATED SIGNS r ----- --- ---------- PLAN �- SHALLLOCAT BE INSTALLED IN SAME CONFIGURATION AT NEW CP \ - 2 /1 SCALE IN FEET 4. RELOCATED SIGNS ON EXISTING WOOD POSTS SHALL BE `J EXISTING•END SCHOOL ® 16 STA 926164.27.5'RT C16,10 INSTALLED ON NEW METAL POSTS. 0 40 TONE.SIGN TO REMAIN O STA 927+59,28.3'RT S. RELOCATED SIGNS ON NEW LIGHT POLES SHALL BE PER POLE LOCATIONS SHOWN ON ELECTRICAL PLANS. 6. TRAFFIC PER CITY OF RENTON STD PLAN 139. ONCOMINGLI SIGNS SHALL BE ORIENTED TOWARDS 7 SEE SHEETCII5 FOR SIGN SCHEDULE. B. SEE COR STD PLAN 109 FOR PAVEMENT MARKING MATERIALS. W:Rom`n p nc CITY OF RENTON ?�•` 11 CONFORMED SET DUVALLAVE NE PROMO NO CH4 N413C WOOLS WMTYUII PROMO Iq 3 `It 09*El Dx Parametrix '""�'ORTARRBSIN10I Hn AO MO. MOM CS CHANNEUZATION&SIGNING wRq[gFoacoxnAuclloN FRa Mr+c we A <,l� STA 918+00 TO END ERIe NF 1AF II..„,,Pr.+Ir,o. a III. WE >a a° ,,,,.., ER!w141MOISOCel. -ram- ° -,Zeri_. DaE7 SHEET 4 OF 5 WET NO. 47 9f M V City of Renton Field Directive No: 35 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. r �- TIB No: N/A Date: Construction Manager: Tani Stafford 4/18/2023 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and construct a new 6-foot high pressure treated cedar fence between approx Sta 911+70 RT and then north to the existing tree near Sta 911+86 RT, located at back of sidewalk per the attached detail. Connect the new fence to the existing fence on on the south end of the gap and to the side yard fence near the south end of the gap. BI A120 Wood Fence- 1 LS Cost Adjustments: Additional cost for new contract item: BI A120 Wood Fence-1 Lump Sum @ $1,892.06 A Change Order covering this Field Directive will follow immediately. Contractor Date .•• - o* 91 kr,......44--- . w f toisorrome. E'`2•~ram `s"„ :``V"y'- . .',_ . r trii4i • • goo gr..' ''.: . "...". ii. 1 *- "" ;, ` . F ; '° Connect to south 'moralism immommi o fence �' - .r 1 • . i s t . „ . Iy r' „J�t f :ok„ '--, Connect to side yard . '' - �. .- ,fence t ne - t y ' f.' dill Gap in Fence 0- t fi. . End fence near tree `-'' ' " -1 } _ �k_:� • } •ri 1 it r r Al b 31, •aa tea- t' + ♦' • -e' • Via• #t y"Ni-� *fit i".r . �, ^ t i .- i } - T • ` 3 • _ ' . i 8'-0" O.C. 7 POST CAP (STYLE MAY VARY) 2"x4" CAP IVCHAMFERED EDGE 1"x4" FASCIA L--) / FINISHED ' <<'< V//\\ '°\//\_//\•, //S\/.////////, ///>//, zs\_ — 5" 1"x6" WESTERN RED CEDAR PICKETS 4"x4" PRESSURE—TREATED DOUGLAS FIR BOTTOM RAIL 4"x4"x8'-0" PRESSURE—TREATED DOUGLAS FIR POST. "SUNWOOD" OR EQUAL. NOTES: 1. CONCRETE FOOTINGS SHALL BE 5—SACK MIX 2,000 PSI IN 28 DAYS. 2. ALL HARDWARE, NAILS, SCREWS, ETC. SHALL BE HOT DIP GALVANIZED. 3. 2"x4" AND 1"x6" MEMBERS SHALL BE NO. 2 WESTERN RED CEDAR. 4"x4" MEMBERS SHALL BE PRESSURE—TREATED DOUGLAS FIR. PAGE 1 OF 2 a.o. },:.. l • POST CAP . 7 2"x4" CAP W/ CHAMFERED EDGE �� " 0 FASCIA %0 2"x4" TOP RAIL 1 lill Temporary 4 2"x4" DIAGONAL BRACE 24'-0"± O.C. o I lo r zr — 2"x4"x3'-0" STAKE. DRIVE INTO GROUND 1"x6" PICKETS 2 —0 MIN THIS SIDE % TO STREET 0 4"x4" POST 0 4"x4" BOTTOM RAIL W/ GRADE 1" ROUTED CHANNEL o0 0 u .Y/ < .. ', \ v /\ -/ //0/0K // ,\ ‘'' W o CONCRETE FOOTING M A/. 1 o • /i COMPACTED ----N_n • • SUB—GRADE >\,�0 /�\\.1 "I �" `- 1" DIAMETER WASHED j\/f\ I 1'-4" I DRAIN GRAVEL PAGE 2 OF 2 City of Renton Field Directive No: 34roR Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. 1111. 11.411 TIB No: N/A IBEI.L.EMP Date: Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Restake the new monument to be installed at the intersection of NE 10th Street and Duvall Avenue NE. The revised coordinates for the monument at NE 10th Street and Duvall Avenue NE are: Sta 906+30.2, 1.0'LT Northing: 184946.7041 Easting: 1313335.3242 BI A119 Restake Monument-1 LS Cost Adjustments: Additional cost for new contract item: BI A119-Restake Monument-1 Lump Sum @ TBD A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton \T Y 0M1 Field Directive No: 33 + 4. + Project Name: Duvall Ave NE a, - _- _ rNT0 Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: ,N/A By. TIB No: N/A _ wr Date: Construction Manager: Tani Stafford - - - - 2/7/2023: The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work - 1.Delete the fiber splices at the NE corner of the NE 10th Street and Duvall Ave NE Intersection. 2.Delete pulling the FO cable between the NE corner of NE 10th Street and the FO vault located at approx Sta 911+25 LT. 3.Loop 1000 LF of fiber cable in the FO vault at Sta 911+25 LT for future. 4.At the NW corner of NE 12th Street and Duvall Ave NE intersection,add and leave an additional 50 feet of slack in said FO vault. 6.At the FO vault located at approx Sta 920+00 LT,add and leave 100 feet of slack on 72 ct cable(do not cut) and continue to the FO vault at approx Sta 911+25 LT. 7.At Sunset Ave and Duvall Ave NE intersection perform revised splices in Coyote Splice Enclosure as shown on E5-013123. BI A85 Electrical System,Complete-1 LS,no change in cost. • Cost Adjustments:- This is a no-cost change. A Change Order covering this Field Directive will follow immediately. + Contractor Date L� .-- -- --- a - .yam }o-- o-- -o— 0-'� �' OI CONSTRUCT LUMINA/RE,POLE AND ELECTRICAL H - _- --- -' '- -' --'1'- _ ! 0 O FOUNDATION.SEE LUMINAIRE SCHEDULE ON SHEET Ell _W e.y _, �.�..�� I - C3 - it 03 FOR MORE DETAILS. Ul . -- . __- � ____. _._. JUL O INSTALLIUNRION BO%WITH SLIP RESISTANT LID AT W . , IM H FINISHED GRADE IN SIDEWALK. _ - -�� ,.,,-� .. INSTALL JUNCTION BO%WITH PAD AT APPROXIMATE C sc .__.._ __ C9L --.._... C-LINE- a --. - O LOCATION SHOWN,PER COR STD PLAN 120. l DUVALLAVENUENE _ of - _ —y - J �90140 2�- - - - al O REMOVE EXISTING JUNCTION BOX AND REPLACE WITH al 7l -_ JUNCTION BOX TYPE 2.REINSTALL CONDUIT AND WIRE F - - - y I- IN JUNCTION BOX.SEE WIRE SCHEDULE. A W Z 0 INSTALL NEW CONDUIT INTO EXISTNG(UNCTION BOX. ZAR FOUNDATION J A = O REMOVE EXISTING AND ENT JUNCTION BOX.SALVAGE LIGHT _ ® _ Q --. - STANDARD TO CITY. ....-.n''..-��R.,•- ��iF . I 9 /L Q �\ }"i •--O -_--1-- v,` .. O N IMRN UTILITY POLE(PSG)AND LUMINAIRE TO O� R i a. \i A :Y 4 11 EXISTING LUMINAIRE POLE ICTTYI TO REMAIN. A ��l) J W ___.. -( "0 12 CONNER NEW LIGHTING(CIRCUIT LTGI)IN E%I--'-" Z � SERVICE CABINET. OS 30 REMOVE EXISTING SOLAR POWERED FLASHING D_ PLAN ASSEMBLY AND OUNDATION.CONSTRUCT NEE_ FOUNDATION PER W SDDT STD PLAN I-21.1004 WITH SCALE IN FEET MODIFIED BOLT PATTERN TO MATCH EXISTING POLE AND REINSTALL SOLAR POWERED FLASHING BEACON 0 I- /L F=- 'I $ PROVDELIWO,J2Y AT `ACOUNTPA HPANELSMID TION SHOWN /_` e qf( O 1 1J ETHERNET SWITCH FOR INSTALLATION IN EXSTING O /�,.��fI /- CONTROLLER CABINET HE TA FIBER-1-Fi-BF.AII0. A O"#i H: O�� O T 12J . �....__yy. _.. ._.1_ W 4 -" II M JMSTALNNPATEMPANELS COORDINATE WORK WITH T i/J I _ --.. _ -o— ' CRY.. ... E O I A 4 - 1 --- -`- __ __ 1 I__. \ j\-\�(�-�.) N 22 ILLUMINATION WIRING N EWXITF NGTIUNRION BOX. al I Q I `- e... V �, W W \ { S S W REMOVE EXISTING LIGHT STANDARD AND FOUNDATION N O SALVAGE LIGHT STANDARD TO CITY. ._. _-ay-_—�- DUVALLAVENUENE - _ ... _. y.. 24 D `LL`�1 a Q HI , Ill irk STA 903+14, _I W a Z 40A'RT •-- M Y _ _ _.U Z IF _ 1.1 _ - " i S r - A - e o ----- ��� © o- U1 , . • ELECTRICAL LEGEND: Q I mill JUNCTION BOXES(WSDOT TYPES 1,2,8) - m CONTROLLER CABINET PLAN`1z GENERAL NOTES: ____SCALE IN FEET �- DECORATIVE ROADWAY POLE AND LUMINAIRE s, m SERVICE CABINET 1.SHALL BRVE N OF BY EIT JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS C 0® SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. STREET LIGHT OM SMALL CABLE VAULT u-s`jk' 2.UTILITYO LOCATION PR/OR UGHT TO THE E O BE THE RESPONSIBILITY FOR ES THE CONTRACTOR. $ • TYPE PS SIGNAL POLE POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION Of THE ENGINEER F RESOLUTION. PEDESTRIAN PUSH BUTTON Om FLASHING BEACON SIGN ASSEMBLY 3.ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH/UNCTION BOX. SIGNAL POLE 1 4111 RADAR SPEED SIGN 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PUN 139. ,�..- . SIGNAL POLE W/LUMINAIRE CONDUIT(SEE WIRE SCHEDULE) Lam' "'1S 0 5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY -- +. PEDESTRIAN SIGNAL HEAD POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT(42S)430-7423. -• VEHICLE SIGNAL HEAD © CONDUIT/WIRE NOTE 6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. SEE WIRE SCHEDULE ON SHEET EJE EMERGENCY PRE-EMPTION DETECTOR E2-012623 OELECTRICAL NOTE 7----- L I,STANDARD REMOVAL AND RELOCATION AIEK 9H5222 N11:70- : ----- El a c SURVEYED: CITY OF RENTON DUVALL AVE NE DRAWING NO. CZ II DRAWN BY:AWL_- CONFORMED SET MARC WORKS ORNATRAPIT WEIRET No. 214771/035 DFSAIKS! LL0R_ TAAxsroRTATVI OIV51011 CHECK Br a BY OAR: ELECTRICAL PLAN FED A1DMO' — APPROVED FOR CONSTRUCIgN DATE: �EBID21 ma/MM, _ g. STA 898+50 TO STA 908.00 NUVI I, REVISION MSGRNTXXN BY OM OAR FR2.w21A1Tnw5-.0._ -ems SHEET2OF 11 SHUT NO. a Coil up 1,000 LF of fiber in the FO vault for future to new signal at NE 10th N O O © ELECTRICAL NOTES: "I CONSTRUCTDECORA w or --------------��'' ____-------t G.. r.....-�- r.....r...I9 1 FOR MORE DETAILFOUNDATION.SEE S. SCHEDULE ON SHEET E10 1J ,S ELUMINAIRE,POLE AND 1 A Q �y`/LLI N O INSTALL JUNCTION BO%WITH SUP RESISTANT LID AT LAI --)k /ffi uF FINISHED GRADE IN SIDEWAI%. W INSTALL JUNCTION BOX WITH PAD AT APPROXIMATE C-LINEUl A LOCATION SHOWN,PER COR STD PLAN 120. 0�i -_.. _. _ - - WINO a M - - ON - „I—- -—-2.41 „3 pL 0 IUNNCTIONTROx TONG CONDUIT AND ROUTE INTO NEW NH EXISTING UTILITY POIF,IUMIMALRE AND GUY WIRE TO DUVALLAVENUENE N 10 BEREmitZBYUTIUTYCOMPANYSEESITE Z Z NJ PREPARATION SHEETS. _ 11 _ " -- - V O EXISTING IUMINAIRE POLE(CITY)TO REMAIN. --r H --. -. - - - ".. --•^- •- .. ".� .•,._'- -. _s-i-®-�:� LJ NSTALL SMALL UBIF VAULT PER WSWTSTDPWI _ .___. "- .....-_ \ _. .,- y -. 15 1-90.21L1 AT APPROXIMATE IOUTON SHOWN. 19 REMOVE EXISTING JUNCTION BOX PLAN ® PROTECT EXISTING FLASHING BEACON ASSEMBI SCALE III FEET = 20 CONNECT TO NEW JUNCTION BOX ADJACENT TL REMOVE EXISTING SOLAR POWERED FLASHING BEALUN I 0 20 40 23 ASSEMBLY AND FOUNDATION.SALVAGE POLE,SOLAR PANEL AND BATTERY TO CITY.ATTACH EXISTING SIGN AND FLASHING BEACON TO DECORATIVE LUMINAIRE POLE LES.WIRE FLASHING BEACON TO SVC SC066 O �`y 0 . _4.1 co iu us N us sses us us o m.00 __ MNM C-CANE •00 + 7 _ WH00 _�__ _MTV_ _�__ _ MB rn ✓ N w DUVALLAVENUENE Z W J z F' 3 3 3 © L_ I 1 O A R O PLAN SCALE M FEET ELECTRICAL LEGEND: o® •eu JUNCTION BOXES(WSDOT TYPES I,2,RI m CONTROLLER CABINET GENERAL NOTES: ' 4-0 DECORATIVE ROADWAY POLE AND LUMINAIRE ® SERVICE CABINET C THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS STREET LIGHT CM SMALL CABLE VAULT SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. 2.BRUIT LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. • TYPE PS SIGNAL POLE POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. PEDESTRIAN PUSH BUTTON 4. FLASHING BEACON SIGN ASSEMBLY 3.ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET UGHTS SHALL BE SIGNAL POLE * RADAR SPEED SIGN LABELED IN EACH(UNCTION BOX. 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PUN 139. SIGNAL POLE W/LUMINAIRE ----CONDUIT(SEE WIRE SCHEDULE) S.FOR SIGNAL SYSTEM COORDINATION WITH THE CRY OF RENTON,CONTRACTOR SHALL CALL COY -+ PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHJLLL AT(425)430-7423. -0 VEHICLE SIGNAL HEAD Q CONDUITAVIRE NOTE 6.SEE COR STD PLAN 13S FOR ADDITIONAL ELECTRICAL NOTES. SEE WIRE REF ON SHEET EEO EMERGENCY PRE-EMPTION DETECTOR 0ELECTRICAL NOTE E3 012623 J TAR`°c AXED CITY OF RENTON DWALLAVE NE NWW NCI E3 • LWWR EY: A•X OESIiH Br: 4N[ PIIRNC NOM PEPARIAEIT PIXIRLT LID. MIMES ETREE sr: L: =El CONFORMED SET TBBIWI 1TA11010N190M FLO.OIID �p�1Ip/� N ELECTRICAL PLAN ate ^ (/��� . STA 908+00 TO STA 918+00 BATE �'� w."' REYNJBII BB vTIN or SW DATE .. FILE:PUINITT941511O,G• '' w 6r ) DATE(Ii I SHEET 3 OF 10 SRFFT ND TO OF+I 'Install a 72ci drop from the signal cabinet to the 25TA vault.Leave 50'of slack in the vault.City crew will install a splice enclosure and splice the cables.' ELECTRICAL NOTES: 1.- (Leave 100'of slack in the 72ct cable(do not cut)and continue to 10th&Duvall.) O CON57711 CT DECORATIVE LUMINAIRE,POLE AND FOUNDATION.SEE LUMINAIRE SCHEDULE ON SHEET E10 TV SHE E6 © FOR MORE DETAILS. 1.4.4 7et W Z 4�no ——7 1 , O CONSTRUCT JUNCTION BOX,CONCRETE PAD AND = ELECTRICAL WIRING SYSTEM PER COP STD PLANS 119 ' ' 1 3 , AND 120. � ■ ,�- -- _P _ - 4,y., L� Li\I 3 O INSTALL JUNCTION BOX WITH SUP RESISTANT LID AT W- :'��~+ ++/ - ,� �tY'i �.,�aTam ��^" - G LS FINISHED GRADE IN SIDEWALK. A O It/,.\/..\ ' 1 SC066 -O -EX SVC m 0 (LOCATION SHOWN,NSTALL JUNCTION BP R CJOR STD PLAN 120.ITH PAD AT OIDMATE \ I 9 • W O INTERCEPT EXISTNG CONDUIT AND ROUTE INTO NEW CO Leave 1,000 feet of cable at FO vault at Sta 911+25 LT I , gA q22 gp 6 IUNR ON BO%. C-CANE U �_ y _ „ _-�_�'-- • 20H00 -JI--'- 921400 - •9IA81 --~ 39.5'Li =� O REMOVE N ADlAQrn NNG WLTIHT STANDARD,ON BOX.SALVAGE UGDAHTION VI &S 'r -MI PI STANDARD TO CITY. LY]LLi\ © ID 14 DUVALL AVENUE NE a SIGN FROM EXISTIAGTEET T LIGHT TSTANARD.RADAR SPEED AA W 13 //^/L�� �/2A O I I W AND INSTALL NEWS SOLARNG S POWERED RADARSPEED ATTACH LLV.]I�P P ._ Y� I 1 � Z UMIT SIGN TO NEW STREET UGHT STANDARD. r �P��P -, ' + - ��� sa- „- ; -- = 14 REMOVEEXISTING SOUR POWERED FIASHIN _ f �: A55EMBTION PER MNSTRURN - '+ "-- - = --- _ �'� - Q FOUNDATION PER WSDOi STD PLAN I-211W A O MODIFIED BOLTPATTERNLAPOWERS CH SHISTIN_B ___ 1 PLAN AND REINSTALL POWERED FLASHING BEACON Zr`. .s = ASSEMBLY AT LOCATION SHOWN JYu\BEM INSTALL SMALL CABLE VAULT PER WSDOT STD PLAN 0® 15 1-90.21-01 AT APPROXIMATE LOCATION SHOWN. 16 REMOVE EXISTING ILLUMINATION AND RADAR FEEDBACTI SIGN CIRCUIT WIRE AND USE CONDUIT FOR .S NEW FIBER. A �O A A- i/a_i WI im ------...1, % o W 9 16 N Cilia co en -1114.44 _-- -� _ B]SMO _ _ _ _92H00 _ --_ _-� _ y_ _ _ Q 92 a DUVALL AVENUE NE u~i 4 ku -EX SVC Z SC06J Z = J f U ' F- u -. u E f PLAN SCALE IN FEET Z IO ELECTRICAL LEGEND: 0® meal JUNCTION BOXES(WSDOT TYPES 1,2.RI m CONTROLLER CABINET GENERAL NOTES: 1.THE LOCATION OF CONDOR AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS 414-31 DECORATIVE ROADWAY POLE AND LUMINAIRE IT SERVICE CABINET SHALL BE VERIFIED BY THE ENGINEER IN THE HEIR. __ STREET UGHT 'DID SMALL CABLE VAULT 2.UTILITY LOCATION PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. • TYPE PS SIGNAL POLE POWER POLE CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 3.ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET UGHTS SHALL BE PEDESTRIAN PUSH BUTTON l FLASHING BEACON SIGN ASSEMBLY LABELED IN EACH JUNCTION BOX. SIGNAL POLE 11 RADAR SPEED SIGN 4.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIFICATION TAGS PER STD PLAN 139. SIGNAL POLE W/LUMINAIRE ----CONDUIT(SEE WIRE SCHEDULE) 5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE DEPARTMENT SUPERVISOR ERIC CUTSHALL AT 442 51 4 30-74 2 3. -+ PEDESTRIAN SIGNAL HEAD I POLE IDENTIFIER -- VENICIF SIGNAL HEAD CONDUR/YARE NOTE 6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. L CH SEE WIRE SCHEDULE ON SHEETEIO E4-012623 - EMERGENCY PREEMPTION DETECTOR 7-'S `B ELECTRICAL NOTE �•+itd N - SUM: M. CITY OF RENTON I.Ax9Ne ND.DUVALL AVE NE E4 DRAWOM. M. MOW WORKS DEPARTMENT MILT NO 2NI7N045 Parametnx CONFORMED SET TIMMWOY1A11ON OM.. Ha MO NO o.. 0IMIAUCT10Ml ELECRIUL PLAN _ .. FUR.N.M.Mr 4 oMc -/ / STA 918.00EE TO SFA 928450 D.E. FEB ro2L N. RFvrsXxl OexntPTaN By APRTT ,,,,— n2:IY1w>]WI44lE•• —�— `� T": - RAM L/0,k( SHELT40F 10 WET NO 71 OF 94 GENERAL NOTES: ELECTRICAL NOTES: ~ ir,^IP 11110, 1.THE LOCATION OP CONDUIT AND JUNCTION BOXES ME SHOWN SCHEMATICALLY.FINAL LOCATIONS 3 INSTALL JUNCTION BOX WITH SUP RESISTANT LID AT L 2 SHALL BE VERIFIED BY THE ENGINEER IN THE FIELD. O FINISHED GRADE IN SIDEWALK. E%SVO NINSTALL lUNCT10N BOX WRM PAD AT APPROXIMATE e �� 0 2.LITIUTYCONFLII LOCATION PRIOR TO CONSTRUCTION SHALL BE THE ENGINERESPONSIBILITY OF THE CONTRACTOR. O LOCATION SHOWN,PER COR STD PLAN 120. CDNFl1CTS HALL BE BROUGHT TO THE ATTENTION Of THE ENGINEER FOR RES(1LUTION./ INSTALL NEW CONDUIT INTO EXISTING JUNCTION BOX. e r 3.ALL CONDUCTORS FOR SIGNALEADS,PEDESTRIAN HEADS,PUSH BUTTONS AND STREET LIGHTS SHALL BE/ Q P �� EXISTING UTILITY POLE(PSE)AND LUMINAIRE TO P REMAIN. A.SIGFIAL POUFS ANO FOUNDATIONS SHALL BE EQUIPPED WITH IDENTIfKAT10N TAGS PERSTD PLAN 139.• 5.FOR SIGNAL SYSTEM COORDINATION WITH THE CITY OF RENTON,CONTRACTOR SHALL CALL CITY 1G0.EMOVE EXISTING ILLUMINATION AND RADAR SIGN • TRANSPORTATIONMAINTENANCEDEPARTMENTSUPERVISORERICCUTSIIAIJAT(425)430-7423. CJRCUITWIREANDUSECONDUITFORNEWFIBER. _�OA 6.SEE COR STD PIAF1135 FOR ADDITIONAL0IONAI EIECIRICAI NOTES. ----------- - IN THS SHEET.COORDINATE WORK WITH CRYTA-25 VAULT,SPUCE FIBER PER DETALl1 eREMOVE EXISTING JUNCTION BOX. ® _ �1DISCONNECTIXISTINGRADARSPEEDSIGNORNRWIRE AND REMOVE WIRE FROM EXISTING SERVICE23 T C -'•' TSC ROUTE FIBER THROUGH SERVICE CABINET FOR Ix. 25 VAULT AT NE CORNER OF ---1—_ gp•00 DUNE 21t&DwallMINI N 1st&WeNs I1RtlH1MI 1261BDuvall Sut&Duvall INTERSECHON.31.36 • 31-36 . - ®1P * e A alj Splicing note:N 1st P.Wells 31-36 to TSC Hoguiam/Hazel 31-36 are existing splices.Do not remove. ♦111 F A NOTES: • w 1. Remove the 36ct cable from the at Sunset&Duvall splic and route into the splice _ enclosure on the NE comer of Sunset&Duvall and splice per the diagaram above. (To provide a drop to 21st&Duvall). �� 1 J J // 2. 12th&Duvall-Route the new 72ct cable into the fiber vault and leave 100'of slack. • - Continue that cable south to 10th&Duvall.Install 72ct cable drop from the TSC to • (4)- the fiber vault.Leave 50'of slack in the vault.City crew will install a splice enclosure 1 and:‘ splDtall Dade. 3. 10th&Duvall-Lm.o 100'4 ala..l.i.l the ill Ili.southern Dloe!fiber,.atoll(72,! ♦ (Leave 1000 feet d Neck in the FO veva at Sla 011.25 LT ' PLAN ® M e SCALE IN FEET N 0 20 40 =a ' Z S �� _L - 11-i° • . A [I 7 —G . O c -- -c G G G G ELECTRICAL LEGEND: 0 e maul JUNCTION BOXES(WSOOT TYPES 1,2.e) m CONTROLLER CABINET 4-* DECORATIVE ROADWAY POLE AND LUMINAIRE I SERVICE CABINET ` - ,_ 14° NW MIL ...4.111 , 1111 _ STREET UGHT OII, SMALL CABLE VAULT • TYPE PS SIGNAL POLE POWER POLE a PEDESTRIAN PUSHBUTTON 4a FLASHING BEACON SIGN ASSEMBLY DUVALL AVENUE NE SIGNAL POLE O RADAR SPEED SIGN co1L SIGNAL POLE W/LUMINAIRE ----CONDUIT(SEE WIRE SCHEDULE) PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER —• VEHICLE SIGNAL HEAD Q CONDUR/WIRE NO PLAN a SEE WIRE SCHEDULETE ON HEET EIO __ SCALE IN FEET Z A EMERGENCY PRE-EMPTIONDETECTOR G�� E5-012623 OELECTRICAL NOTE 20 40 ' sueveTED �..pTK e .. Arts CITYs OF urweo�ON DUVALL AVE NE 01111MNG NO.31 ES T �� Df31GN n: ANX fON<T No e17AW5 Parametrix CONFORMED SET wRUXINO. aNa EX: a +EOHOR m�s.R�rnoN PM ELECTRICAL PLAN / __,., rRlN AraE do .ov STA 926e00 TO END AND BEGIN TO STA 52.60 a DEN IIEYITxtN 013011.70N BY Me. DATE .,.m, EM:PY11a1PWDRSR.N• ••••�•— a -, ee oSTE?//SRf/ SHEET 5 OF 10 sNn No. n Of sl • �0 GENERAL NOTES: U % I72ct drop to the signal cabinet 1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN rv $44‘ % SCHEMATICALLY.FINAL LOCATIONS SHALL BE VERIFIED BY THE OENGINEER IN THE FIELD. Z 2.lRILIIY IOUTION PROM TO CONSTRIIC'rKNLSWLLI BE THE OT0 {Leave 50'of slack in the fiber vault' RESPONSIBILITY'OF THE CNTRACTOR.CNFLICTS SHALL BE �P / BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. ALL CONDUCTORS L PEDESTRIAN `Oit ` , A fA �t DD 2 38 3 JBUTTONS AND UNCTION BOX.REEET LIGHTSE SHALL E LABELED IN EADS,PUSH 9.SIGNAL POLES AND FOUNDATIONS SHALL BE EQUIPPED WITH RELCCATED G — IDENTIFICATION TAGS PER STD PLAN 139. SVC SC066`� �1 - ,i.IL' �.A A 5.FOR SIGNAL SYSTEM COORDINATION WITH NECm'Of RENTON, M 9 7............. ���� • \ I/\B `�YL -- CONTRACTOR SHALL CALL CITY TRANSPORTATION MAINTENANCE ,A__ �`` R '� _ 1�_; DEPARTMENT SUPERVISOR ERIC CUTSHALL AT tA25)A3PT123. r — ` I I 6.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. `© E JI,� ���� © GENERAL SIGNAL NOTES: O O 1. CONDUIT WORKWN SHALL HE CONSTRUCTELL D ND E%SV[ ILIUMMATION WORK SHALL BE CONSTRUCTED AND L AND SC066 INSTALLED WITHIN CITY RIGHT OF WAY. 2. PROPOSED CONTROLLER CABINET,SERVICE CABINET AND JUNCTION BOXES ARE SHOWN TO SCALE ON THIS 72ct from NE corner of SHEET ONLY. '72d to 10thI&Duvall II .12 Sunset&Duvall 3. REMOVE AND REINSTALL SIGNAL AND ILLUMINATION WIRING PER WIRE SCHEDULE,SHEET(10. # Leave 100'of slack in the fiber vault. Do not cut the cable. DUVALL AVENUE NE 9N Leave 1,000 feet of cable at FO vault at _ ,.-AA Sta911+25LT AA Ip 12 920411 - NE 12TH ST/DUVALL AVE NE SIGNAL RELOCATION PLAN _ SCALE IN FEET SIGNAL CONSTRUCTION NOTES: o s 10 OA REMOVE EXISTING SIGNAL POLE WITH LUMINAIRE AND FOUNDATION. 1 B. CONSTRUCT NEW FOUNDATION PER WSDOT STD PLAN 1-26.1003,EXCEPT MATCH EXISTING SIGNAL POLE ANCHOR BOLT PATTERN.REINSTALL AND RECONNECT EXISTING SIGNAL POLE WITH LUMINAIRE ON NEW FOUNDATION.REINSTALL ALL SIGNAL EQUIPMENT AND RESTORE WIRING. ELECTRICAL LEGEND: <> A. REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL POLE AND FOUNDATION. N II IDLI JUNCTION BOXES WSDOT TYPES 1,2,8) m CONTROLLER CABINET B. CONSTRUCT NEW FOUNDATION IN PEDESTRIAN CURB PER WSDOT STD PLANT-20.11-03.INSTALL AND RECONNECT EXISTING TYPE PS PEDESTRIAN SIGNAL POLE ON NEW FOUNDATION.REINSTALL ALL EQUIPMENT ON SIGNAL POLE AND RESTORE WIRING.MAINTAIN PPB ORIENTATION ON POLE. -% DECORATIVE ROADWAY POLE AND LUMINAIRE ® SERVICE CABINET OA. INTERCEPT EXISTING SIGNAL AND ILLUMINATION CONDUITS IN EXISTING JUNCTION WOES AND EXTEND INTO NEW JUNCTION BOX.REMOVE EXISTING(UNCTION BOXES. STREET UGHT QID SMALL CABLE VAULT B. INSTALL JUNCTION BOXES AND SMALL CABLE VAULT AT BACK OF SIDEWALK. O A. REMOVE EXISTING SIGNAL CONTROLLER CABINET,SIGNAL SERVICE CABINET AND FOUNDATION. • TYPE PS SIGNAL POLE POWER POLE B. CONSTRUCT NEW COMBINATION SIGNAL CONTROLLER CABINET AND SIGNAL SERVICE CABINET FOUNDATION,PER DETAIL 1,SHEET ES.INSTALL DUSTING SIGNAL PEDESTRIAN PUSH BUTTON FLASHING BEACON SIGN ASSEMBLY CONTROLLER CABINET AND SIGNAL SERVICE CABINET ON NEW FOUNDATION AND REWIRE PER WIRE SCHEDULE.INSTALL PHOTOCELL IN CABINET PER COR STD PLAN 122.1. OS PROTECT EXISTING POWER VAULT. SIGNAL POLE RADAR SPEED SIGN <>INTERCEPT AND UTILIZE EXISTING CONDUIT AND REMOVE AND REINSTALL WIRE FROM POWER SOURCE(UNDERGROUND UTILITY VAULT)FOR RECONNECTION TO RELOCATED all.._ SIGNAL POLE WI LUMINAIRE ---- CONDUIT(SEE WIRE SCHEDULE)SERVICE.COORDINATE WORK WITH THE POWER COMPANY REPRESENTATIVE. - PEDESTRIAN SIGNAL HEAD 0 POLE IDENTIFIER <>REMOVE EXISTING ABANDONED JUNCTION BOX AND CONCRETE PAD. - VEHICLE SIGNAL HEAD COE Q NDUWIRER S[HEDULEIRE NOTEONSIIEET EIO PROVIDE TWO,12 COUNT PATCH PANELS AND ETHERNET SWITCH FOR INSTALLATION IN RELOCATED CONTROLLER CABINET.SPLICE FIBER 1-12 OF THE BLUE TUBE AND FIBER SE /W 8 EMERGENCY PRE-EMPTION DE TECTOR 13-24 OF THE ORANGE TUBE AND INSTALL IN PATCH PANELS.COORDINATE WORK WITH CITY. �--5 ( >p ELECTRICAL NOTE O9 CONNECT BOTH STREET UGHTS ON HAWK SIGNAL POLES TO ILLUMINATION A.'CIRCUIT AND NEW UGHT POLES L13-US ON'SPARE.'CIRCUIT. WA AL ALCONSTRlFCT10N NOTE �E6-012623 fiiiti 2SURJBYTE,Y_ WIDUVALL AVE NE NBWMAWR INICITY OF RENTON BRE NO. E6 FK WORM DEFARTMERT PIIDRCTRIS asenteB3 D°IGN ID' M°` ParametnxTRANHRDRTATIDNRLTMDN afan. a CONFORMED SET R�TaN NDND Tq. TRAFFIC SIGNAL PLAN an: �J1m x+1-- MI MOR: ��� .. �L L SHEET 6 OF 10 MUT RD. 91 OF 96 N.B. REII610N OFXNPIgN _ _ P DATE � FILE:PVEMETJ,DLBA/RB 1 MR / WIRE SCHEDULE LUMINAIRE SCHEDULE FOIE N sF POLE ID A SC SC. ECM SCAT EVESVCRCM ORcuRL [MUTTn MOAT s BEACON Ao ER o FIBER3 ° NFR SPARE TOTES O SERVICE CIRCUIT STATION OFFSET POLE AND FIXTURE NUMBE0. • - 101 SC122 LTG1 892+41.0 39.5'RT LED ROAD/120W/TYPE 3 0 2. I 2Xw 102 SC122 LTG1 893W31_ 40.5'RT LED ROAD/120W/TYPE3 r axw L03_ SC122 LTG1 894+61.6 41.0'RT LED ROAD/120W/TYPE 3 r 2xw L04 SC122 LTG1 896W24 39.5.RT LED ROAD/120W/TYPE3 ✓ 2xw -105 SC122 LTG1 897+23.7 39.5'RT LED ROAD/120W/TYPE3 ✓ 2xw MI5L06 5C122 LTG1 900+44.8 39.8'RT LED ROAD/120W/TYPE3 EX 2. 2xw L07 5C122 LTG1 901+90.3 395'RT LED ROAD/12OW/TYPE3 me 1 NCLEx24CT 63B03NWO U08 SC122 LTG1 903+27.6 395.RT LED ROAD/120W/TYPE3 Exr axw l09 $C351 F% 904+16.2 401'LT LED POAD/120W/IYPE3 EX 2' 1 _ III L10 SC122 LTG1 904,91.4 39 5'RT LED ROAD/120W/TYPE 3 111 D ROAD/120W/TYPE 3 Ex 1 INCL.Ex NWT A SECT 544.0 1 Ex 2 -L12 SCI OROAD/120W/TYPE3 1 Ex 2. L13 2' .ED ROAD/12OWITOPE3 EX 2 i 1 L14 SC066 B 914+66.7 395'RT LED ROAD/120W/TYPE3 r 2 2 2 _ L15 SC066 B 915+86.9 39.5 RT LED ROAD/120W/TYPE 3 2' 2 1 1.16 SC066 B 917406.8 39.5'RT LED ROAD/120W/TYPE 3 I Y 4 2 2 1 , L17 SC066 B 918F25.9 39.5'RT LED ROAD/120W/TYPE 3 I ME 3.- 3xR H) LIB SC066 B 919M3.1 3544Pf LED ROAD/120W/IYPE3 2xw 1 L19 5C066 B 920+81.3 39.5.LT LED ROAD/120W/TYPE 3 21 ENT 2xw L20 SC066 B 921+74.9 39.5LT LED ROAD/120W/TYPE 3 24 1 1 - L21 5C066 B 922+79.8 39 5'LT LED ROAD/120W/TYPE 3 23 EX". 1 INCL.Ex MT A MT BNFO L22 5C066 B 9244001 395.LT LED ROAD/120W/TYPE 3 N 2. 231111 21(01 L23 SC066 B 925+17.1 39.5'LT LEDROAD/120W/TYPE3 2E r 221111 2xw 2x44 L24 SC066 B 926+21.2 39.5.LT LED ROAD/120W/TYPE 3 WIRE SCHEDULE NOTES: L2S 5C066 B 927+21.7 399.LT LED ROAD/120W/TYPE 3 (1) EXISTING CONDUIT MAY CONTAIN WIRES TO REMAIN.SIZES AND QUANTITIES UNKNOWN. LUMINAIRE SCHEDULE NOTES: (2) All CONDUIT CONTAINING WIRE SHALL INCLUDE A R8 GROUND WIRE NOT SHOWN IN THE SCHEDULE. (3) ALL CONDUIT SHALL BE SCHEDULE 40 PVC APART FROM STREET CROSSINGS,WHICH SHALL BE SCHEDULE 80 PVC. 1. ALL POLES/LUMINAIRES SHALL BE ARTERIAL STREET DECORATIVE LUMINAIRE POLES,INCLUDING;POLE,ARM,FIXTURE, (4) COORDINATE POWER CONNECTION TO SERVICE WITH PUGET SOUND ENERGY. BASE PLATE AND ANCHOR BOLT DETAILS PER CITY OF RENTON STANDARD PLAN 117.1,DATED 5/19/15(NOT CURRENT VERSION.SEE DETAIL SHEET IN APPENDIX IN SPECIAL PROVISIONS).PEDESTRIAN LUMINAIRE AT 14'MOUNTING HEIGHT IS NOT REQUIRED.ARM LENGTH SHALL BE 10 FT AND MOUNTING HEIGHT SHALL BE 35 FT.FOUNDATION DEPTH SHALL BE 5.0 FT. 2. LUMINAIRE ARM AND MOUNTING BRACKET DETAILS PER CITY OF RENTON STANDARD PLAN 117.3. 3. ALL POLE ARMS SHALL BE ORIENTED PERPENDICULAR TO THE FLOW LINE OF THE ADJACENT CURB. 4. SEE TABLES 1 AND 2,SHEET E10 FOR FOUNDATION INFORMATION. E 5. OFFSET SHOWN IS TO CENTER OF POLE. s sS 1. gi E; El • E11-012623 L' n Lair SEAWARD RENOV LWO RELOCATION .:, N4 R SURVEYED o H. e`�`• A Je CITY OF RENTON DUVALLAVE NE 0.w.6N0 Ell DIAWN RY: 2 CONFORMED SET PDN,A IN IRI0I2CT ND 21411104. DESIGN B.: M X__ TRANSPORTATION WENT 5 • (HFCE BY _fl. _ DIVISION FED AIO NO _ • vaoI NGR. cLnc APPROVED FOR CONSTRUCTION TRAFFIC SIGNAL PLAN AND SCHEDULES m' DATE FFB loll IWiARER REVISION DESCAIPYON Er Ana. DAZE .„� w2•Pu214177904S.R2.E --r--•.•• L. GATE: SHEET 11 OF 11 SHEET NO or 94 City of Renton v. t Y O,, Field Directive No: 32 Itpt Project Name: _Duvall Ave NE c•r.,T o� Contractor: .Reed Trucking and Excavating,Inc Contract No: CAG-20-065 By: Federal Aid No: ;N/A___- TIB No: .N/A --. _ - — . Date: Construction Manager: Tani Stafford -- __._ —__ --- --- - _ _ 2/. - 10/2023s. The following is documentation of the oral order given by the Resident Engineerper,WSDOT Std:Spec 1-04.4 The Contractor is directed to do the following changed-work: Delete the synthetic turf from the Contract. • Cost Adjustments: Reduced cost for contract items: BI A70-Synthetic Turf-delete 550 SF @$25/SF=-$13,750 A Change Order covering this Field Directive will follow immediately. - • Contractor - Date I 1 LEGEND: ,, I Delete Synthetic Turf EXISTING TREES TO REMAIN I1///.,�LL\ FILTERRA SYSTEM I ‘ L-� IREF.SD SHEETS) t -.,-,LP3•fi_.4._..,YPsca. la __ __A, •, PLANT LEGEND: _. o O STARLIGHT DOGWOOD ul mO� N la AVENUEo NE STAR Q __ MAGNOLIA DUVALL h avwoaP 8b . :— �.5 � 905TW 908W0 __t_ - _ _ z j1:41 4-.. OTT 1. (. ,yo. c - - - - - I- - — 9WH00 __. 0 O1 0 VARIEGATED MAIDEN GRASS x U ‘a z + ABBOTSWOOD PO'I- -_- f ` 0sTolA oroao DM x ——— — ——— — —m s _—_— I- CIKELSEY REDIVAG DOGWOOD �\ ~111 / MEDITERRANEAN HEATH I o :•••••••••? MT.VERNON LAUREL PLAN (:::/) I z :<::•::i•. SCALE IN FEET = , _SYNTHETIC TURF 0 20 40 -"-- HYDROSEED LAWN-2' •••••• DEPTH APPROVED TOPSOIL Delete Synthetic Turf NOTES: 1. ALL WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE/OWNER. L / 2. NO PLANT MATERIAL SUBSTITUTIONS SHALL BE - - PV PERMITTED WITHOUT PRIOR 4T44.1 ... APPROVAL SEE SHEET LS6 FOR m - - W PLANT SCHEDULE,DETAILS,& Q GENERAL NOTES. x Lu In 3 LANDSCAPE BEDS SHALL RECEIVE 12. N w DEPTH TOPSOIL.ALL HYDROSEED O vs AREAS)PROPOSED AND INCIDENTAL) 9oB4M ... iD4A v.+n+ee• �j{��� _ �.... pO SHALL RECEIVE 2'DEPTH TOPSOIL 0_ �. _-._.I_ \ •. IF ..(11{ ,`-:TC'esl :: C1,0 '"'T'I""-" E. 011 .: L @OU iP-4- EE, 01/ 1e�. - m 4. HYDROSEED SHALL BE SMOOTH Q ..( _ _ .-/ 1 •, •• WO. 3 r .•.•. (•• • 3 _ .r•: ( •1_ r. /200p1 : wiA0, O~i BLENDED INTO ADJACENT N 'T` Q LANDSCAPE LLJ N z DUVALL AVENUE NE x z I' P= a L F m PLAN SCALE IN FEET = �1. 1 0 20 40 LS2-020323 M1 R R2E` v,xvTPO: Dv CITY OF RENTON DUVALL AVE NE XUWNGNDMINN BY LS2 a PUBLIC WOKS OEPMJMEST PROJECT NO. 31/]LBWS OESWx BY: 05 12 FWD 32-DELETE TURF TLS 02/23 DiGNW. PRrametrix CONFORMED SET TBLICWO WOKS WNON PLANTING PLAN fFDUDN 1 RFI 2R-RHM4e IYL, TES E `4I ..� PROI140R: 1]4C Pm AP COxsT4OCiioX N OATF: FERIWl STA 902+5O TO STA 913.00 NUMBER! K1YRKw WSCNrtMN I UY I I DATE RD:W3141T404s154ws `� MT:I/1{/ZI SHEET 2 OF 9 SHUTXo. n a B4 City of Renton Field Directive No: 31 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: Federal Aid No: N/A TIB No: N/A ' Date: Construction Manager: Tani Stafford ' 12/14/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Revise the wall heights in Work Zone D(WZD)per plan revisions to plan sheet RD7-121322 and RD8-121322, including termination of the walls at the circular street light foundations with an added angle point to the wall. Remove and replace 31 LF of sidewalk that is currently heaved due to tree roots between Sta 911+70 LT and Sta 912+01 LT. Cut tree roots out of sidewalk subgrade and dispose of as needed. Remove and dispose of approximately 30 LF of existing 6-foot high wood fence and posts in this area. The added costs for cement concrete retaining walls, root removal,sidewalk removal and sidewalk replacement shall be paid for via unit prices as shown below. BI A8-Utility Conflict Resolution-TBD via force account for the tree root removal and fence removal BI A22-Removing Cement Conc.Sidewalk-add approx 22 SY BI A32-Gravel Backfill for Wall-add approx 4 CY BI A42-Conc.Class 4000 for Retaining Wall 3A-add approx 68 SY BI A82-Cement Conc.Sidewalk-add approx 22 SY BI A112-Expansion Joint for Walls in WZB and WZE-add approx 60 LF Cost Adjustments: Additional cost for contract items: BI A8-Utility Conflict Resolution-TBD via force account for the tree root and fence removal BI A22-Removing Cement Conc.Sidewalk-add approx 22 SY @$30/SY=$660.00 BI A32-Gravel Backfill for Wall-add approx 4 CY @ $50/CY=$200.00 BI A42-Conc. Class 4000 for Retaining Wall 3A-add approx 68 SY @$200/SY=$13,693.33 BI A82-Cement Conc.Sidewalk-add approx 22 SY @ $60/SY=$1,320.00 BI A112-Expansion Joint for Walls in WZB and WZE-add approx 60 LF @ $31.36/LF=$1,881.60 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 30 ; LV l ow Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG 20 065 r �II _ Federal Aid No: N/A By. TIB No: N/A Date: Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: The Contractor will be allowed to work on Saturday 11-19-22 in order to install paint stripe and RPM's The flaggers and foreman for the prime contractor will recieve overtime pay for labor for the Saturday work. The added costs for the flagger and foreman OT labor pay will be paid via force account methods,via a new contract item A115 OT Pay for Flagging and Foreman Labor on 11-19-22. 1.The Craftco Adhesive Lot A9273 is approved.The City will allow a-12 degree tolerance on the surface temp for application on RPM adhesive which has a low temp manufacturer's rec of 50 degrees F. 2. The City waives the 14-day requirement on the pavement cure for the portion completed on Nov 9th 3.The City will allow a-2 degree tolerance on the surface temp for application on the paint which has a low temp manufacturer's rec of 40 degrees F. The 2 degrees to allow for variances in temp gun measurements. Cost Adjustments: Additional cost for contract item A115 OT Pay for Flagging and Foreman Labor 11-19-22, 1 FA, is TBD A Change Order covering this Field Directive will follow immediately. Contractor Date ...C.ihorg.ontort FLOW'coktOttiv.0No 1 F51N- kolectAarre:- Ouvall.AveI9E Cobtrattor: RPed Tratkiiit'arfci;Eice-aVatint. _ _ _ . c011#6.4".N0J. CA6211;065Federal Aid No N/A . •By! or" Tat Nip: N/A - • • _ ,tonstructibritiAan:ager: arti Stafford _ • .-bi. 6/11:f2 The following is documentation of:the Orai.otriPT.giygn by the Re4(dent:Erigintorper.tiijbOT:$td Spec.i;04.4, Th'6folloWitlg, tre'et light poles shall be shortenedto achieve a mounting height of 35 feet L03 L08 1269;tit; 144.;PA:.14:6 0.00 The4.1-eired:pcile height shall be achieved bytiimmingith6:top..d.the'lobleandreinstilling-the pole cap Ropf4ejc:Ap:wi*coireicic;Alternatively,the poles shall be cut at the bpbtO:rn,,Ab-Oe:theibes :0:Ig`tegtabh00'tbi• the base.A.tie*b4ridth.oleh-ell th:Clofrio•4tiO0it for f10.!tOtiY.qq0t0A-a.1.:4..1.01NAt'WO:0.0e.m,ttiT.PPi • Roedb:Cositstiiriate,.:Vtaibronitruction Manual 14).4.4.:(nangesi Cost Adjustments: A00 itiph-e(.ciitt:idreplitrOqe*triA 113 Street Light tol Foundation Modification,1,4 is TBD A Change Ordertoyering this?Figtd,Directiv.emilrfplIcw,fmmediatety, • . 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''..4.,4•—• . , ,A.A_IL-_ Ann...40..n, U9T.P94 Fg.,,,N01410,16,m*Y.PAP.e.T S_. ,..-.-...w-.oz,;___ r-L...-Z•LT.....-7.• • w - SAELT.9 OF AD! - ...... .• n op, pn ....g. ..,'.isirkesarysnmus...-.-'=.''...."*. _ City of Renton r Field Directive No: 28 + Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. Ltv,Vt/ 2_------ TIB No: N/A Date: Construction Manager: Tani Stafford 9/15/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: At the street light L08 foundation, make the modifications shown Revisions are shown on Plan Sheet WD4- 090922. The hole for the threaded rod may be increased to 6-in.diameter. The lump sum cost for new contract item A-113 Street Light L08 Foundation Modification is TBD Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Additional cost for contract item A-113 Street Light L08 Foundation Modification,1 LS is TBD A Change Order covering this Field Directive will follow immediately. Contractor Date I NTM NYN NI: ....-.- Wt .., ...fPN.f.. A.,INFO N..DG • I. SR40%4 ..,.n.olNxYow 111K 4 • �\. '-\ }�•DYYN. I ,I 000 i.1Nl06 woman L , , w I P -� OTA I '� � N EU Ir.I �� _ GULFFT�iI Ir mwNwFswrs,ouF S/. �PY ox.lMLR i NAN • 1 Resew S • w,1rwlwr vnrwlmaian SEC71011 n GWOIM.NU: R`AL 1 PAL OF GOKN1ff..SNGOxFFMx l Wf,W13wLLN..”ROlTOT.NUNNR.RfI 000.R . ON00/20.r,M1•u ALL, Iuvuu[xYa Ya�nl br •13. , f0IA10MFMDOTSTD 9Pb111011 010fDLEY0U1NWNtt Yu.11NN.D,Nc,YNIxEN.I«1x0.OFN.rx WD4-090922 N M.j..o.01•01 anN.Sm.FOF W CT os --- _.- - - - -- _ CITY OF RENTON OWALL AVE NE —_ AM— CONFORMED SET MO N''y`— IUMiNNRE iMIND.noN r -1 .NAI IS-Lai DdINMTgN YOOIRC11TtlN TIA NIYp Ma_ ww.mlas..no RETROFIT v• —awn .,ao.�� I..I..►.. ..n..�,I...,..,,.. .. 'n ..,I 0/1. 1.0 x_ City of Renton Field Directive No: 27 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. �-. TIB No: N/A Date: Construction Manager: Tani Stafford 9/14/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Near Sta.919+48,RT,remove existing CDF to curb and sidewalk grade as needed. Remove existing CDF as needed for installation of storm facilities. Furnish and install a Concrete Inlet in lieu of a Catch Basin for CB#37. Furnish and install DI sewer pipe 12"diam.in lieu of polypropylene storm sewer pipe 12"diam.to connect to existing CB#38. Revisions are shown on Plan Sheet SD7-091422. Cost for removal of the existing CDF will be tracked by force account and paid via A8 Resolution of Utility Conflicts. The amount is TBD. BI A44-Polypropylene Storm Sewer Pipe 12 In.Diam.-delete 20.8 LF BI A48-Ductile Iron Sewer Pipe 12 In.Diam.-add 19.8 LF BI A49-Concrete Inlet-add 1 EA BI A50-Catch Basin Type 1-delete 1EA Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Additional cost for CDF removal Item A8 Resolution of Utility Conflicts,1 FA @$TBD Approx change for BI A44-Polypropylene Storm Sewer Pipe 12 In.Diam.-delete 20.8 LF @$55/LF= -$1,144.00 Approx change for BI A48-Ductile Iron Sewer Pipe 12 In.Diam.-add 19.8 LF @$90/LF=$1,782.00 Approx change for BI A49-Concrete Inlet-add 1 EA @$1,200/LF=$1,200.00 Approx change for BI A50-Catch Basin Type 1-delete 1 EA @$1,400/LF=-$1,400.00 A Change Order covering this Field Directive will follow immediately. Contractor Date -n 51 DRAIN 85 LTm `, As.m NAps LT �E ' See Plan Sheet SD7-052622 for GENERAL NOTES. SEE DRAIN ENO W�' AhA.;;s R 1 3 CONIRACTOMPAG. L0 TERM ALLOWING E 2l iP1 aaurRneu vE MD(PVC) ,, ,\ other plan revisions UTUTOIttLTGrR As•vE MD(PVC) \ I L/1' nA.'Lli ree L s PHD QEDPRAM. OMM . v 7twmO 111t11°w © ALL"i Tsx"`Ue CAECA n"rpE ... �,\ — T—V`— _ I J \ �� C `. ` <MOnLmNo»RIDUM£A OpF �\ �r TON<ft^FACE TF �p y 3. SFF SNffT US F.ADp WA TM N I t 2 _ - I.�i\\.'�%'_ `��. - a 4v'i _ _ — -S J -- DRAINAGE NOTES. Qau TA AROMA 335YT 1 �_• _Y'_..-_ _ _ —.- -__ r" , SEE OASTS rniaWMANlIl FNp SECTION OVAL 35^ no.CRAM I 6 _. —•_ ..- 5 FTOTxFCOMER d<TNF n0[TNL ® 9AR3 YT O: NLSTRUCLLNWISM _„ --- A vFtt flw7 -�� rt M s MO. —n- L c. _.. _. __.°- e. RRQSCEnaN[WxIWnRAOTECT10x,RER B�L� - - 0 1 ICII.' - �'00 _ pz87. STD CLAN Il16.33. a ALLNFws1RUCIURES Fa — ° — 4 -- , .-- — _ FA STING SNN NLE:P;G' « L" -- ---"'"OWALL AVENUE NE ' -:_ Q-.'' .. ° m AND •xD ROADw•roAR.Lrx]NS ME a_ _,y i u N COMPLETE .—. - --- • -. wxnR aLuruTuoanrasFE DnNLz _ r _T..., _ _ -'— ---*-- MEET SOLO IFATLusrr CFSMARATON J _ _— -_ ` _ __ T_�`C - .. ...yr.,y.RF.y �� BETTE.MUMS LW10T n A.MTO,RFTER -- .....- -- ODnY3,MEETsolo _ .-. J �.,-- n y • • ti G .G / ,n R.-...._... y - .. -f NOTES E.31.1 Ce / xl ''_'' u Rion m 3rFR wsroMAN mm I MA 1 E anlR9 o FT�,roDRNNAMSTRDCn.F. i 2 C 1 �. ©•XR'pFWlETREE BO%BRJRLTMnCN MIT Z Rra.3D MO(MCI •`•' •'". r� 'sPLAN O CONCRETE rp eNlxnoF lL PER cn smNAnmw SCALE iN FEET 0 xpp 3.aN3232 ®. 0 CAT.so.roe 2 out cam...an. C wBRtRn A¢TALIAN PER Qu COASTS PLAN 304.10 $ R3. �l %.DELI E..p NLT )T,9brE.4310 Lr 7ygC IErz).naur N•,M MA EL417.L 0MA MA IN IBC au N3nGN1 • RRC•DrD OMOEAT-, IT. ttOUNF— 1. 0UE(4.,N) CLINE AwlFl Or55 gDUCT T 4'14 OF.,They �, VA 511.20,.0 LT i r13tl • i elkrfr +rYRr ______ __ i 3FaNr t tEanElz•r n _____ _ a EX ass - i „FT ______ Tr ceRz3 TYPE IL Ir NF �` I Yy._5A =". MOM TM:DNS L7 rsm[CCP •n xw roi �� GYM aAOF•r :r30•11 MI.TL NTe'rKI AA5'L aw 11z Ej �nlltw(SY,5) tiElnnl e•uivw tr.x Ew13v 1.13.61 III l••,W) R•R1550 M(R',VA)I�ML 4-.11.33u1•'.WI iE AiN IIr,,, ' _1.te.lz ar.M R+ua3 OUT pr,MI • 114111EOVr IIT.M ...can ou(Ir.xl T — mR LPN 6 ^ EA AA A® :N H 67 9a RA RR N: RA RV A0 ER TI8 SR N s RrTT �d aR RF .. .. .. 9 .. 9st fit It .. .. .7 .. .. z NMe4 MN J Yu•uY PROFILE OM. On. m•eo Du�Emri wRa i•:zr SD7-061722 3 Al mp....r1..11 AMA.- -� - p,"x, ,,,.. -- CITY OF RENTON WVALLAVE NE o 5D7 i - - - ''. "'- 1 CONFORMED SET S- x`� •fig. ^M N Para�i.ctrl% _ u..ww w.cawrr�rnox ^ox STORM PLAN AND PROFILE SSi n ALL_ STA 9IE4OO TO STA 923300 N MIN. wwweae.444. T •,. ion ,�. nN.rwuFTNRue.wR ���•� �° °' 3*" SHEETSOF I3 rwnxo yer� City of Renton Field Directive No: 26 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 MIA/ Federal Aid No: N/A By. TIB No: N/A / _ ..- Date: Construction Manager: Tani Stafford 8/2/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and install 5 EA Persian Perrotia Trees,3-inch caliper,5 EA water bags and other added landscaping within the temporary construction easements to include 43 EA Low Oregon Grape(1 Gal)and 638 EA Mount Vernon Laurel (1 Gal)as shown on revision 1 and 2 on Plan Sheet LS4-072122,and revision 2 on Plan Sheet LS8- 072122. The additional restoration work in WZE will be paid via a new contract item at the lump sum price TBD Add new Contract Item A113 Added Restoration in WZE, 1 LS @$TBD Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Additional cost for new Contract Item A113 Added Restoration in WZE, 1 LS @ $TBD A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 25 .� Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By. Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford 7/20/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Extend the 1.0 foot high cement concrete retaining wall from Sta 903+30,38.0'LT to Sta 903+61,38.0'LT per plan sheet RD5-071921. Extend the 1.0 foot high cement concrete retaining wall from Sta 904+22,38.0'LT to Sta 904+60,38.0'LT per plan sheet RD5-071921. Add full depth expansion joints to the walls in WZB and WZD every 10 LF to match the ajoining cement concrete sidewalk expansion joints,and add them at vertical steps in the wall and at angle points in the wall,per plan revision 1 on sheet WD1-072022. The added walls will be paid via BI A42-Conc Class 4000 for Retaining Wall 3A=7.7 SY BI A105-Sidewalk-Wall Footing=69 LF The added expansion joints will be paid via a new Contract Item A112 Expansion Joints for Walls in WZB and WZD,as measured from bottom of joint to top of joint on the exposed face of wall= 170 LF Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Additional cost for new Contract Item A112 Expansion Joint for Walls in WZB and WZD,approximately 170 LF @ a price TBD Approximate increase for BI A42-Conc Class 4000 for Retaining Wall 3A=7.7 SY @$200/SY=$1,540 Approximate increase for BI A105-Sidewalk-Wall Footing=69 LF @$15.41/LF=$1,063.29 A Change Order covering this Field Directive will follow immediately. -.1 -o 2?- Contractor Date NOTES: o.Q sr•sn.n,nnr 0 ,n I sr. �n Q1 ?Awn eerereP+ePmw+.vr•.welm.w .uiwt1ri,... iea;,`r:,K, foiixiO1.— .....4 Q•nao SQ•r`1+o1 na r00 I Qaoruun a.wrrtca,c wsw.0 OW.nerve SUMAS 1,, Onw W. o•i01 vrxne I n G _ oiasmri.w,er�rm.cnwrx<unr.00vn«rr+ -- . ` .' .xor� 'o r..cramerMK nanrwc.0 KR[M,ro �• n ' - — - -- 7 Y !` a+a.,.n auurcum over[coven•[Moro I W _. _nn a_1n0.----^----------^^.. O .[ ,r.,s.pr.��x � 0K"�";;�::�»�•......[««,[[,. .r :•::: : M•• �LMI .a... ,.«MO •c.M31 W. .r or e,.1„n"••1•[*wuorsro n..r�r»{,nra. 2 m ":"" DWALL AVENUENE .,� .n+a.Kee I ` fv, I'- , N OfOnrnMl�MU[0¢u..,CVOr s.Mvu[1n t BP O 3 Y[Rf« ; (M«•tMCnirxM[iwu[n+Px.r wei —CO"lc'. \ \.,,. \ /iii / 0 t wee en j 1 0 41,14.0,..1.401111 2 n•em-uaO ,t' , m some rev.lior J NS ,xa �I. ,ani O,+o.n°n [«r,newvi sxnw© rIo11f n1 o'".x ax,,.x. n.� . rN, «. I I 'o'grr-saro{IrtE eum wvmeu.wne. @ I z I I> Q.m.n•.crc.,.•«.,•c[wa+n•rrxcr.wolwo w I .• .a r.1...,...1x:r.,. r•way.f j _ ® [..nnela,.xw.,..<r.. 51 I I II 7— m n..[sna•na a.an[.n ...e QnA..xn•[ MR.,„M%.w•„x41 i LEGEND: ! ''1--_ — _- __.i _._ i --r—. 1_—rwnye{�[n .ar — — —rt.ncuuncau,u.n .•nw.r Y 1-I1.31 ••� ••Inp,.r m.c vswr• a '',. j _ I' aus.maxuraxc E 4r•.. �sfwesvmw.rwnuxa 1 R 1 1 w c.,211All x• . i 3 I •.•o%a p«'.r wcwr 1x.«..r:,m 3, n ___ —. n.mv am 4-n ssl --- ® «.nruu an. f w• f .....::.1wvrw uu e un% f n aw.r it one=_ _ j w-:ie�•ru I nwa,owwn I e.irxn' . Tcm •r un[xr.1 1 � � r E 'I 'I j 3 .w1. W_ W. MO S. 10141 a e PROFILE N.,�;1 RD5-071922 1. CITY OF RENTON VOVM RV[N[ ,e ROE c ��^ CONFORMED SET ++«m :uusu ...ma_ •x.ocr..en..w •a _ 903 AND PROFILE f c 1 .VfO HQ i! 5 rF."tt M..40.. .0 �ASHUTS OF 10 � p i',Y �.�, 1c� r•. 9TATIOIIAT WALLErtwM 6w4•11.110WUMT I • ( I C _ lddwau� rg0wxm,wu _ 914.19 1'.P 3.Y *IT ___ YINUiO1EtCN 916.15 r6 Sf__t'•6' Jr • 14.TO 0.901IAtE 91A.39 1'd r-C 1aR • Mds91wA1 ft V 1 • . • ' ° • • ° • • a•• • 4Y1• r { , ° 11 n�wY.� L '• �I • 1 r 1 :Jan,.,_ ° 1 r �l 19awlm,anr NIA q o I1 I -, I• x•oWruml UN Pal Aarurzuncv uv,r A, ir sa9.uscu „�. I-1 up,.u'f6 ELEVATION ^ 41nw� Iv..sw.mlarxu�iv um.rccE.:°•u u(!A• n119an § xws�anrwlow cw[m rw welml� 1\ + VINH'n'01° Ena•rsov iwvr iudcnl / 9 u`_ `w,ImAwalxwl 'Cl)' • SAC OFON n Jf c1© ) �1 Ye w%. ' m, .. 1.11.1.MB! o_e•vsl Ev I -` .a" - DETAIL /1 rA- arr gr.•oYxw WOl�_1 .o SC. ..o Ca.Mai �'9 1b'Wn W��I ' ' 1w;°NT IYti[W4TC g EueE.0CuMa IINGAIIMI - 115'ua I• ra wlnlnt. x Y°r! !S'cnwnalMl /MI R'ram°wo ,••• wu+m ova v a'ra 3 YMirwl CA WAN 1o:n•11Yiu• E• y U4LnhTaCA' iq°11MTxN VMi a?a u 9�nTan �. I cu°YnteucTov run , _ sc _ 1 lL1f u �. wwr cuoAwamwswwux 1LP v°Acle — �( a eti 5 r„ ,„I,.,, T E1ll °u.nwAAmA %at71YGi! Y%.'i-na+u - m wr 1 1 1 E I - El S., .•o><rE a�lwnxwm iodl LOMA, 3 •• J1I I Ero run• sm.u. eux G • WTI FOR MOD wl1n51.41.Sf Tun On EOua! OETALL • TO rd.ewxw•••••q 1•1.lWNA n 0.1G r1M Pwa11M1GM 6YAM Yr<} t 1 I 1.t01EfMr0aQutM IX 1,4 Nat TC 1 4..ni"..wrun ccc•n F ° SECTION /PI SECTION r1 WD1072022 3,t-- ....1.,a,,,Y»,o,1°11.. »,.,., ••_ _ CRY OF RENTON OWALL AVE NE ,A WOl 6— - . !r, .-.— CONFORMED SET 1:n1-e1 eg G �L_ _ _ ,r...u.,..mu,.m., WALL IMAMS y .,u 1` — an SHEET 10E3 'A.....�vx • City of Renton Field Directive No: 24 Project Name: Duvall Ave NE • Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 B Federal Aid No: N/A �`�sil11.F1� TIB No: N/A NEI� Date: Construction Manager: Tani Stafford /18/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 } The Contractor is directed to do the following changed work: Remove and clear five existing trees to include removal or grinding out the roots below the sidewalk areas at approximately Sta 925+25 LT,Sta 925+55 LT,Sta 926+15 LT,Sta 926+90 LT and Sta 927+30 LT. The extra tree removal,clearing and grinding out of roots for the 5 existing trees will be paid via a new contract item at the lump sum price based on the invoice recieved for a total$10,518.00 Add new Contract Item A111 Remove 5 Trees in WZE,1 LS @$10,518.00 Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Additional cost for new Contract Item A111 Remove 5 Trees in WZE,1 LS @$10,518.00 A Change Order covering this Field Directive will follow immediately. Contractor Date • • • LEGEND: ---un6r..a RAWIbi. CLWSIUCT�W 451Wu1 srAvl-x� O1nam unr ..-«.-^^^ _ - OHSlI —1TIP( plgl 13 © inn aril Ind -tenon!Me �A 11e I uw O' vsaM at raez NEMsmr SO lull �,�. ! Q • UM Motu,1.30.1.21 rrmM6 TIVAlla �ouo-rr, ruro Q iva RArrsm�lM 0 lFat-a nlNorxsre.usn6.KKrr.`wa O 'N4N O�- I II.rUN45n1.1 /I/f •o nrce //////,,yyyrrr//// - - u6n // O O - rTg Ol - .3L35ITA a0 Dv �• E5V6 11.atar. Ir4Em OOv IS all 4..srem YKrrl n•e.V.14Y... ••�y1 • w �. l �JJa. l� .uw.E. . -rr-._�i 7/e.. to ara g d; `t:31;A4 t . uh•+.. :•• '»'� ! WPM)Winn � uwuea ua.wmxenr swra- S. OW,Fg7j Oe,. w !;....... . • _�/ itv.-:Sysarou. LOIl _ yr�_...__1Qaurr QL.: ...+ `-.+i l y�. r`...0; ,j µ - 'wwn,�.lKp,wk • rua1,—"I'rwc.nw , .. �� lnawwlR.Nr. ti., ., .. •... --.--_�° ,+xi.n D:a. -, �P Elrliwsucmu uwun /// t133q/NCA3Nwr NK - .OOYALLA _ �.,+m•q:0. 7':. I f i rAttwlm vENLretiE': 1011D1AE►: "' � �l -._-< __. ...__. -__ •^.... ,--d.` };_ 31gra1FeL GENE NOTES: f - •. .._.,,:_ ,.....,,.-.. -k. w.r % -'w1rrlAiiaAwM63l.6ua.mal®..aRl _ _ - �`.Q•�...'.,"- .*1.'F.--' ,. .• 3 ue(HrWa 2711,4 OVAL aOGTaM. • F'- 1 MI s1.4r/mNwnwwmmluamw....17.. -'-1 . A»actor Snwamvuleers lwuuwumwlw I. r61OrraXaAY1MA10000r611ULMNeRYMA --" rroarowuamua rowWuroNw PLAN /L\ "n"^°a r�a t`�I/1 .. MM.,....Willaruow=VP Flux 8 lON9.1241 Oa110OWI MITI 6N.Rlroua6 Nu uuOYN/NOOW.40raUe.NE. S S.1R.ee W131106S MINIM aO.rz m maw MM. DEMOLITION NOTES: cwxrau¢n411146. RY6 R61PO WAM RUM SiOMIOS'.G Mt W e1ANR ITRWrd�6066A � 110.O CatlSOAV[.raO3 A+a IM1I.K KKINM(1i pulvlT O6..4 no1MrW.ar. O1 0,1QR.n3 V1RPT?MEM OMAN. 0 Nman*own N r GI ROOA PAM=SniCN13 MatraMeS1. �41n:� 2416.170eat SIWIIIIIWAVOir MUTER Mt Qu ulA 1OV1WCUBMOGNM. 'Q' ...MA a,01.12.wn 6Marlanncs,. QROAM 0441041210371. 0 RSOG1rr16ns nwnO43SN3AS.NSmortan6'6 Oe1lOeA1e lRvwOToms.wax,n vmMS. r4 0 +rM M�W/u.u$ 111. 1Ol P11APOSOYt SP5-071522 �' t CITY OF RENTON DUVALL AVE NE •a SPS J-`i CONFORMED SET a.a .no.. «.,-•{ 1'� 'Qar rn2lrl%, SITE PREPARATION wwl•i a••••+••�••enr.0 u I n I N f,na 00,3ff OD ITS n<wwnmaa..l -�� .0.1.1 STA 933+00 TO ENO wow. u e•. , .�,.` :--tw'rcL'ma..,�o. SNEErSOFS City of Renton Field Directive No: 23 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. g TIB No: N/A Date: Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Due to the Contractor's difficulty in procurement of CDF,the City authorizes the removal and disposal of the existing storm pipes and backfill of the resulting voids for the remaining pipe noted for abandonment in work zone E and work zone D: 1.) The existing 12-inch and 14-inch diameter storm pipe in work Zone E, between Sta 920+49 LT and Sta 926+67 LT(less limited pipe removals approved for fire hydrant stubs and water main connections) 2.)The exiting 30 LF of existing 12-inch diameter storm pipe at approx Sta 916+90 RT in Work Zone D These existing pipes were noted on the Plans to be abandoned by filling with CDF. Delete BI A60 Filling Pipe with CDF,-42CY @$300/CY=-$12,600 Add new Contract Item A110 Remove Storm Pipe in Lieu of Abandon with CDF, 1 LS @$12,600=$12,600. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: No change in cost associated with these changes. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 22 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG 20 065 By: ' '+�J�' Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford 1/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Shift the Filterra Vault Location from Sta 920+25.4,40'LT to Sta 920+25.4, 35'LT per plan revision SD7-061721. Revise the curb ramp and sidewalk on the northwest corner of Duvall Avenue NE and NE 12th Street per plan revisions GR6-061722 and RD8-061722. No change in cost associated with these changes. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: No change in cost associated with these changes. A Change Order covering this Field Directive will follow immediately. Contractor Date i ADA EIEMEN6 GENERAL NOTES: 0""" 1 APPROAMATE SURVEYED EX66NG ELEVATIONS ARE SHOWN.CONTRACTOR Q LANDING REQQUI w IS!FHEWEUNAR PS AND SIDEWALK TorTMAthThLL aESHOWN MAra EVSTNG QSM«WAN z RADIUS CALLODR ARE TO FACE CA CURB. sr•n9rt9.] El RAMP GRADING GRAPE FIELD FL.M•Ta EFw3snric RECfMATa N6nTM El QDmANrauM ERTENTFEAs1¢E ADJUSTMENTS AS EEESSARRY TO ENSU ERAMPS CO REPRESENT ONE M11E1600 Of NTRACTOR RAMP M •(// a COMPACTOR SHALL PROVIDE SURVErsrAxwG TO THE LEVEL CPSURVEY T L.1631'•I' •y'7° LLCErvD ANGLE POINT ACCURACY NECESSARY TOSUPPORT THE CONSTRUCTION OFSIDEwAIP.CUREIS. • AP Ax AND RENTED PROJECTELFMEN15.Tw➢mCNALSURVEY AND «E Ov] R•C[IYfICEWAN CURB ME1Hms SHALL RE SUPPLEMENTED IN THE R FN BY WIF STA9 9L7 f g.....9 -Kw SAME FL EELEVATIONNF RANG AFOOT LONG SMART'L[v¢io DDr+TAuYY aiEA59iSLOPI3 FD CAu9RAnD. R.PCFL41841 ➢�lasx1/ FL 14.0.WHE • • STRUCTURES PROPCSED�PPOLES..SORM STRUCTURES AND OTMtt • •: PLC POINT OF COMPOUND CURVE CURVE ORE FFSETS DUVALL AVE.411101CW CENTERLINE Clr • TANGENCYSW AUGNNIEHT CONSTRUCTION NOTES: ROW FL CAW TOC is OF m4TRLFncFAENrmNc ane RAMP TYPE vARAUELAPER N • to, `r«¢n6P] © TOP°�EaEEpF RaEAR O wfoa]sm PLw ca.Lw3 SO. Oz cEMFNrcc«c.vECEsmury CURB PER CITY PTO vwl•l01 0 ENO 2 9 93�, O FETES FOR 0 CEMENT CONC.DNFRC CURBMIO GUTTER PER OW STD PLAN.101 STA L. CAP 0.Cw. roc EL•,...., T«¢.iNd O DETECTABLE WMWNGSLMNCE PFR WSOOTfro .1DM T«EN36:• d • • S; a ! EL 41816 FL.1816 .951 E05.3814 ys < ,�. A 9aNn9) yLT R. II, i, O 0 •ISO L,19. ALSO KAVE F.417 13 V Y J AE.)PA e qt v 60 TOG EL.I]w T•.EEL41)3d ROW 1.'•ESpt 506•71.41774 R.n .. 'O ; Bow 807 T F.`ti.'..'.':.'.. 4, �f D)d'f3➢E% o -T E. v� w¢n]u ® o 9BD,]dlx -�...AW.. °• •. . fTA 9M ��'' AB .yN ID.M.L`L89B 365JtT 3B YO uL STFL¢t].9/ roc . S ]I IOCEI ]IB ZOCI IP O. •Sx M41PCS • • 1-1 TA ty S ¢.1>. .9 :fa.. PP<Pa 3aw LT OD a. Q sr•ns•elr ��n���'''.��•yyy��'��' iDx�aori ° 9.ays]dlx a sw Eii. • •• ¢Q ¢fL.l)t8 -` e�'t' TOC EI.I) )R • i fr TOC EL•1)99 3➢tlp3.90N � TA 9041.10 0 O TOG FL AGM { 0.E329Y LT 2 LT F�LSFL IIA9 FL SOCEL.10. TO STA�1,➢] uFl A9A•L90. 3240 3'��T a DUVALL AVENUE NE A rso•r FL EL ExsoL FLEL.l6ld �y RFL.10.M TOC EL.I].M fr DW NI AVE NE/NE 13111 ST I NW LONER RAMP DEIAII E SCAIEw FEET ti�1 \i A. o®6 t C GR6-061722 i axa..so . n.Nnm' M CITYOFRENTON GR6 Iouwo DWALL AVE NE Wulff vRi»m 89 �E Rr maw CONFORMED SET & ! r� _ mwowo w6 mmnucno.x ova�nn pIANAND GRADING S iuri• •FvwRPewnnw n .•• Mn • � `,,• RV rHr,.,,'"`ne.R —.-.••.`:' I n p•r•— NE I2SH E NW CORNER 'Purim_Sy wJ1 SHEE bmf6 SEE RD-052622 FOR CURB REVISIONS L' -STA914.704 14 1a NOTES: • �TSI4i8.D% I eEUMT'Q1 R.- IsIE070•00s1 I ITRww-00SO' QscxE°`aET7UCr CEMENT CCWC.DRMEWAY EN11UNCF SEE ON `,•.n 'a...e� 3xsRi '''� r r 11 -STA9 /`•1 x eoNiTgUR LTMEpTeaesKKWux PER iOgsm RPM .�--11 ! sSa n �O GRO(ERr 61a EIMr^. Olpx V :•4TAn4Na; PC i1 4T D �� Q GRa D —D - �P CEMENT coxC PEDESTRIAN CURS PER CO0.sm s 'Gs � coR ONSIAUC nsv L N -rt— "��PSY iriiviii 1a1 9 ._ —�A s ie /L(/1.rI i• Ate_—_= P.N o `; \\ ' •- sO coMTwxTaMENTcc»c mASFccuRe vER ccusm STA ass.n.aN �..- _b' _ INAN101. w P4 B:R ® ABANDONED r—W 0SE;a�;m `b5Co RAMP Din OARALLO A Pc ,Ss i vsxE i.a MP.Bo i 1 7 A 4p'^a - sn,� Oi caraTwcTaEN+cc«ccuRB gAMv nvEs,NaE, _--___. ,— __QQ aRErnONAPERw CTSCT PUNr O aO; \ y W Pxx.W 123 n1 Al` s59 3 q 0WtT,4U2=0,,NFD EDGE AT BAR OF SCEWAR PER w"�' 10 f I xAL1 R - .'-'�' DETul25»BET RDSP a »LA L a» rL m A® DUV LAVENUENE N g rFgR.s oz, - w Q»wt.., — v— _� a r �+ s ns.ssa — _ ..----- --_.. ? m caraTRURusr»PLAcfwuu Pas»ERwD1, `.�, _•..: 0 IWT.,7 .E.,R © -'; =-`_ _ i T.. —_.. -V 0 ADJUST Grf»M4W STA 9le.Il.E, + 5R ,j --ram --P AOAar MANHOLE �1� Q s02000TA EL p xxM3 l s t r .R""`mSm EEiin"ui '"�',\,../ `.: .:.! el ADJUST VALVE sox 40 Sr n&Ex; .TAns.4B5, Sign ;&�. _ �.. OCRbTRIHr CENTER MEDANP tl4�AP BBOttr,AP 43/ERT Ps DETA4\ SND xIWWML 'O •SN EU DR4 O GDEruI I.EEF 4»EETgDIP U CGaMR RMEM CD»C.CURB RAMP TPf Pui.WELA STAR1;RP n I VIM WED AEIL WSODT STD MAN F40.1.03 �T• BEGIN E.110116 1, S,..A, ; END GwxxO»VMLL Tx !V END 2.MGR WALL ®CFaiAlCTG4FINP1gCE WALL PFRSxEfl4 WDxANO sox -oaBL BEGIN TRANSITION WALL HEIGHT PLAN X SEE DEruLTsxERwox __ �.. SGSE IN FEET ® �IaruEMRABu»TCAx APED COVER CF SEE S»FR EIO FOR SILEwAItDETAIL MC MO' 19 N TT'CPErg S.T»ICRCONGERPADMAND F lir LEGEND: PG.asm run nal SEF w;s» — — —TEMPORARY CONSTRUCTION EASEMENT i Pw STA 6.31C0 I••; - •'CEMENT CONi.S10fwWA [. F1.411335\ SaW CEMENT CCFK. Ex0'' L rE1lEB3 n�M�GRFDEAT �E. w-:X:i..j«sIDEwAW[aWEwAr unRAntE 1 »uCL f'PG BLnw»fuuuPM —"-�- LAB»__ IRE Soi..AMMF» FP�I� �INgoAwFPa sogxwAY / -- L PROPOSED GRAM AT LANDSCAPE AA.SEE LANDSCAPE PLANS DUNE(TM PVI STA RNx;CO —,------ ---------- I RE, �`RiLS$PoEIxx FLAL[EPTO E1615 NE y_ Y MP 410. f[/////�xMAC LK'Po eS�x:TMN onRUY d EPE T 0110 MD GRADE AT 1 uralTMl� Eprq "; ix II it e, ii -1 -R c=. -3 .° _a ,g xg xg g ,_ e 1 t ITMM MORN 4xaRaF 02.0 srnw SD.00 PROFILE RD8-061722 »a4c r rcw:r: tice:..,„.E�,:EP PVr T0..�. >`_� P -' CONFORMED SET CITY OF RENTON OWALLAVE NE R Roue me _ 44444 or - S 3 mw. -ME— vrrovm»r m»nucro. PTANAFTO STA A92 A,. nuiwrP ',mum Pxanmx w .rr wn .m w.rwmPL.Mwe Fr P`TP— STA 91E1,00 EETSOF 1013.00 AR See Plan Sheet SD7-062622 for GENERAL NOTES: 9 Bw313BS Li ST 9 ,,385Y1 CONTRACTOR SHALL REID4FR6i RLLEV511NG TRf ORAWFNO®STA w31f ,b ENO other plan revisions 1 unor LOGTONR. E ®. a E 21.R ,t BCD MVO 9 A • 444VvFn (PVC) _ , I. \ 1. „S —� fr arsuNEre Syr . y • .a arrueirew 0� 3 u•RiE�ssNr.�v.xco nnEsrFi�asrD 9, L A "+1] NOTEDsv mAND m.muruss OTHERWISE _ ---- \y � ✓-�' _ Jam-— 3 sSEEE 511K1 BAJNAK No FOR ADDITIONAL SURFACE WATER � TTS ? . uL SECTION DRA L. s sr wro.,m _ r" SEE CORRrorLAN zm33 W I O l O® TRENfNGNNB � �, I —� FTDTNEfENroRGFTHE SEE DETAIL © STA 9.N. 91151.4O W. -_..c-- - „ ._.._-.MAIM we ,,ARTxc`1PNCl J r it N s STRUCTURE ALL CALLOLITS M 'i' 19.19M A 930w1 _w CC IMET G. — 919xR 6T \ _ RIwO �t� -- •-.._ —__ R10 B LAX n631xFC¢NIPNFW ST0.UCTU0.E5 ga _.OD II ..\ — — —�— — PER TING STRUCNR6 CAUET ON IN THESE °�°— -- — --- +— - - ..L GUM "DUVALLAVENUE NE VOTING INLET PROTECTION UNTIL 9R et N a l �` ANC ROADWAY OPERATIONS ME ANNG N - 1 COMPUTE. FOA TYPICAL LIMB/ ATON _ - '_'. _ — .,GG-- _�Z TOM.3 SHEET..TW�BEAdLFVFO,REFER �91NLRItlNSFaPB ESMUT SVAR.,R 7. aaNF AI ! 1 i `•$r �—r. �_� i m NOTES: n.0 U 25 ROR]V lx; ♦ (L)CA.BM.TYPE I PER COR STD PMNIDTOJ m CUP 00,NI f-- ]V[ �1 Eat] 0 i i 2 CTCN TO DANN.STRUCTURE 0 RTH•OPFLWf TREE BOABIORLNATCt UIRT STA 9l9w3],3RS'Li 1 ! CONCPEff IMLflPERCGS1OPAN BMX R•A•WERT BNO IPKI a PLAN �\ 0 R. Cwn.10 Gip B SIx roe IL o a a Q GTa ER BASIN TYPE-P CORM PUN m.03 p GTOI BASIN TIPS 1 PER CG9ro PLAN moo W.RECTANGULAR SCUD MPTALCOVER PER M pflyxElply CGSTU PLAN..IO I nI�93w3L 3,3 , .'IH'ORUHE e RR 1 1E4413.07111] OUT BIG HI EMI RIM ELrl].10(LOWER NE CORNER.LAMM.PCBLON R;LOEWA45LOE1 ROur R-,xl PRCPoSFD."."AT GunElrnl fl PM WttT , MA SL911Ab@v LT ir 444 RIM 0,113.HP IMIIMIN L � ayro.3OUTIR',M't , n.9umDqg auR ■' �,,, . '1 � � '�—l •M 11.1111 marellill______' lrai FINIIII.gELILILIIIII y FR 855 1w011f iFM y CBR]ttPF 1L x11-HMEL2 WR9 TY CAAOF�■ fYUTYRL B L mRBi`PFI RIP IIZ,q RIM fLylil]S L 3 nwl.•�wl r B F .FD .41 11x 11-,El rti 3iWll3'.91I FPYPI 3 H3•,SI HaORA IxIL,sl >" rtxim lx Cr,wl 3G IN Le,WI - 7LRlf-.WI. Wan IN H'.W1 -Bw1612OLnl1 Y.w iE•R1x.3] pY,N) Rr111fGN11-', J 199.aF13'INI.. t,t 1S xI Ea1O9' 11Y,N1 S-Rn3mnM b ^^ LR Erdi :M l®®®W RR R: Ra IR'. FIl6 8N '• SR,it ,:,« I ::. 918•00 R9ws R9RR RI. M. taws R PROFILE SD7-061722 ,.uxE rTxvL AT vFLm i:r 1 ,, a,, ....SURVMO CITYOFRENTON ouvAunvE NE x xx S27 ��� CONFORMED SET N, — PROFILE OAR _Matt %xurwP xmIRx PNwrnax w A. wn ...nor .nxwRP roe mxmumox P.rL STASIR+OOTAS A923.00 yP « STA 918.OJ TO STA 913.OJ SHEET 8OF13 City of Renton Field Directive No: 21 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No; CAG-20-065 Federal Aid No: N/A By: rfilry_/ TIB No: N/A Date: / VW Manager: Tani Stafford 6/28/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work after the abandondment of the existing King County Water District Main on NE 10th Street: Construct a 10"x6"Tee and 6"gate valve on the City of Renton 10-inch diam.water main on NE 10th Street per COR Standard Plan 310.1 and construct the long fire hydrant stub with megalug restraints to the south per the attached detail. The fire hydrant to be located at approx Sta 906+12,53'LT. Remove and dispose of a section of the abandoned King County Water District water main that conflicts with the 6-inch fire hydrant stub and cap each end. Construct cement concrete wall per Drawing WD1,Section D,at back of fire hydrant to provide clearance per COR 310.1 as needed. BI B6-Furnish and Install 8-inch Cl.52 Water Main with Restrained-Joint Fittings and Polyethylene Encasement to pay for the additional 32 LF of 6-inch diameter fire hydrant stub=32 LF BI B12-Cut and Cap Existing Water Main and Abandon Existing Water Facilities=2 EA BI A25-Removing Asphalt Conc.Pavement=21.5 SY BI A42-Conc Class 4000 for Retaining Wall 3A=3.33 SY BI A105-Sidewalk-Wall Footing=5 LF BI A104-Cement Concrete Price Adjustments for Work Zones A and C=2.7 CY BI B22-New Item for Additional Contractor Survey for FH and Wall at NE 10th St=1 LS Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Approximate increase for B1 B6-Furnish and Install 8-Inch Cl.52 Water Main with Restrained-Joint Fittings and Polyethylene Encasement=32 LF @ $140/LF=$4,480 Approximate increase for BI B12-Cut and Cap Existing Water Main and Abandon Existing Water Facilities=2 EA @$650/EA=$1,300 Approximate increase for BI A25-Removing Asphalt Conc. Pavement=21.5 SY @$25/SY=$537.50 Approximate increase for BI A42-Conc Class 4000 for Retaining Wall 3A=3.33 SY @$200/SY=$666.00 Approximate increase for BI A104-Cement Concrete Price Adjustment for Work Zones A and C=2.7 CY @ $84.29/LF=$227.58 Approximate increase for BI A105-Sidewalk-Wall Footing=5 LF @$15.41/LF=$77.05 Maw Ram R77 Cnntrartnr Curvav fnr CI-I anti Wall at MF lflth ct=1 I C r'nct TRII A Change Order covering this Field Directive will follow immediately. Contractor Date INSTALLATION OF LONG HYDRANT RUN(OVER 18 TO 20 FEET OR 1 FULL PIPE LENGTH)USING MEGALUG RESTRAINT GLANDS AND PLAIN END D.I.PIPE-NO SHACKLE RODS REQUIRED SKETCH BY: ABDOUL GAFOUR-RENTON WATER UTILITY-04/29/22 7,.. / 2.' MEGALUG RETAINER - -. / %> Y + + 40 ft of 6"D.I. NEED TO CUT OFF THE 1ls % I0I_IMI T-.1 i ; . BELL END OF THE A — — �- MON-JOINT PIPE 2-6'SLEEVES WITH AL& MEGALUG RETAINER GLANDS Tyton-joint pipes come in 18 ft or 20 ft length - 18 FT' .Y - rtFSAOE OARtELWFIGNT ill"r C11 Ipp I �,!SUEQu5 TpIKIU1E55 OUTSIDE DIAMETER' PERf00T 3 - - _ 350 0]5 4 00 109 05 3 MO350 Ol 3 3 111 5 6.90 160 05 35 i INSTALL 6"SLEEVE WITH MEGALUG RESTRAINT GENERAL NOTES: s. SEE SNERwRa wARRrLAN COEwLEwR:. 2. CONTAACIOR SMALL FNLD YEOR ALL COSTING OMER LOGDONS BEFORE/NSTALIATICNI Cif NEW WATER MAIN. SNELL ALL ALL EXIST�e Lv FMF Nr05X00 ASS[MMY MST IRW PENMEN ..... S. EnuirE.CEErtU MUMMY TO CORM lIT MS WORE. IIwsrxD al 4. MM.ARE NOT TRIM SOL - t S. ERE MLOMS ARE FOR CALCULATION PURPOSES ONLY.BM a1WTR16 SMALL RE M NAND AS MOUMED. B. CONTRACTOR TO USE VERTICAL AND HOR000TAL BENDS AS r MUESO 2100T AOORARM CONVEYALL CONSIALICTION MUST WEN ME W500T CLxR • SMTAPAORE°.MSS w T ANDUDSP[CICICAEOR�uTFsi[DInDO UNLESS On.FRVOE E•GVIEMwRI _ '^ wrtRAOEDROry RAN(LAM _ WWI _ _ MMM _ WEN COMCMaa YC.R1 •/.. — — — S. TMEmNTNMAY BE REQUIRED TAVE. ERO WATER MACE M '�. OERECIOn MAYMROfPIPEro ununts OWALLAVENUE NE _ _-. .... ... a Am MAINTAINaPMEMrtS.DER 51E0E°u1 MDT FSO NALLNO xRElTE tuxuf/ANOR'SR LO memi EN ALL NI CREATE ADDI-10R SHAM AlL OW,'IGX COSTING PE UT.,THE 7 W LDCA�TIDN,AND SEULCALNUIE WARP EPSnRECTIOSD[PM, F _. �, ? ACCORDINGLY.WATER MAIN PROf LESAS SNOW N ON ENE '-'----'- F PLANS ARE INNMMATNON.AL AND DO NOT REPRESENT THE �R��� ER.O DNTR..LLGmN LENGTHS AM!NEURON �\ < OT�RRT 0.4OfENEMANUFACTURER,STANDARD \ ' ALLOWANCE WALL R APPROVED BY TN[OMCONRRUCON SI SPECIAL = I EAR WNO IT PROW,TO BE REMOVE° {IRE NTDRAN(NYOI ASSEMBLY an O0 RENTON STD.PUN sD s1 PRE LL2r wmEmwLATPN OP NEW.TEMmRAIO. MEM°'®"A'T0N°"""' 0..MULL s•DOMESTIC WATER SERVICE AND NEW METER BOX MO CONNECT TO EXISTING PRIVATE WATER SOPOCE LINE I Maus NW Mar mows,E'tl`1RISWIU TO MEWRYn[R REMOVE UU SALVAGE EXISAT NG METER BOXER I COVIRE 00 N " I ePNac, AND SETTER. PLANor m !'�rej+U.[u.. 11 rn WATER MAIN SMALL RE°Ass st DUL[IRON PertrtN w IESPPI I I ROFStA SLAT POLYETIMENE ENCASEMENT. Sk.E`TAPPOS4Ttf IMif4 SIM[RI AND VALVESI.UP I VGV OLLRDA RANI N.AVFWEDGE.TYP[RESTRAINED RETAINER GLANDS Oa MUM TO ME..SERIES IIM OR ROMAC RONMGRP.IN iEaAINDWAL 1 I ATi,EEs.3IJ1Til.;lPT .DOSE*, ONCRETE°OUSTMIX4 PER STD PUNS DO3 ME MIMEO ASYMaY rr� 2 EWf or*AOrta° — 11/ I\ F INN N W '7S DWALLAVIJ/UE NE ' °MOM m.o. WO _. WO r __-- 11 al • ExsTRW AND IT�Ut OI TOSS REMOVE° : - - SETAMA E�ARATION PUN SP2 g —u ; ��!,i Q NM INDRANT PLAN WORMY YALE R ® ORtEYM SEA Nk 10 WAl Nssn CITY OF RENTON DWALL AVE NE A°WA2 . Parame[rix CONFORMED SET 0+000"'"+010+' WATER%AN A.ERRr RC.1.RELOCATE AE..DnR <O.Rn<+a dn1 STA 898R50T0908.0 maw aEAN mewl ....METE.Ns IMW I WRImR•W 1 F.,NMmr.rAA.. —�-- SHEET 2 OF6 City of Renton GAS Y O, Field Directive No: 20 + + Project Name: Duvall Ave NE RF N T 0� Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 'r Federal Aid No: N/A By. -, TIB No: N/A _ Date: Construction Manager: Tani Stafford 6/1/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Remove and dispose of existing CDF on top of and around the existing water main pipe as required to confirm existing water main locations and as required for water main connections. Revise the water main connection at Sta 926+81.70 to include removal of the existing 16"x8"Tee and blocking, per plan revision 1 on sheet WA6-060122.The actual removal of the existing tee and valve will be done by City forces as part of the final connection. Note that there is a thrust block on the south side of the 16"tee near the Starbucks driveway that cannot be disturbed during the removal of the CDF until the final connection when the main line valve is shut-off at Sunset/Duvall intersection. BI B22-Water Main Conflict Resolution-new contract item to be measured and paid via force account methods. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Approx change for BI B22-Water Main Conflict Resolution-new contract item-1 FA,cost TBD A Change Order covering this Field Directive will follow immediately. Contractor Date • tnr mMOWN ENSTwcew • '�ry cawEaroExmwlD•wam 2 rcalN . W woo Ox <1 I311N•1f'IFNOINMI fl1NCxOOt \ w eml N612.WAm \ DI W eoNewinewwrw —'—' oxcaoa xEwle+r li � 11 wnus OR eARRARR E .�,. CWwCTTOECW INrv3.KNOIwuN � Mr.&AE VIG OOKNOOI �\ FRIMG1rtlYRFOlm1 \ INUtIrCF10O1�[H fd1NNG I \ roEIDiwO llWAm rauWON `._ " 11 eeNPIwWU eaOMOrwATEN \ CR WM'DENO OON \ 10 MUMS 9N _ f Wrl0KWM OORA. COMER roEr tY TEE wt.6106 EAST1fW 16'.r TEE Ib MO i .. ruvlNi Rms.* 111,15•RENO Ifw rON YWM m5Px4 tY MEMO OItTC NGER.. MEMO I'WAWA ¢¢! mW1!W 61 uwuNvmoozotmznac .- CONNECTION AT WA EtNR p, ODIINEC1101.*r310 RpN.iO CONNECTION ATSTA F2054.11E DETAIL ^ DETAIL n DETAIL /, 11 NO SCALE WM 50 5041E WAa NO 5041E WAS iiewfYiNRMINlN11M Wt.!!WRAF REMOVE EXISTING f 2'k8"TEE AND B"VLAVE AND Q CONNECT TO EXISTING 16"DI PIPE WITH 16"SLLEVE(RJ) EXIST Removal of the existing tee and valve will be done by city forces as part .FEOPPUFe of the final connection. ..,t.. —EMT law IasTu:renn cwnF�nsTaw}-�� \ NWT 16w UF Ex ww \ Nstsw TEEwmm REQUESTED REVISIONS BY CITY OF RENTON WATER UTILITY COON tAM ua5rle MFG e P ROOM AT AARfowel Rew by ABDOUL GAFOUR-06/01/22 1WWAMA W U4EW 1.114 NO it MM.., CONNECTION AT ITA 93SN1.TO DETAIL ITN NO WALE W5 WA6-06-0122 v'l,-vW„ mower " DUVALLAVE NE WA6 R .. email', Mno.wan,OMATIMe BID DOCUMENT CRY OF RENTON Parametrix SUBMITTAL '"'N"O""n'"„•'O4n s so- - FWD NO 19wATER CONNECTION NPF/ SOS 6i 1i 31111‘ A «e w AFNm ma snrenu 6NFET60E6 WATER DETAILS ww t1 megm anw I w I a I m e — wma PM nsofeemaso ___ _I m u mnso x.w Provided to!ui_tlers RA..Range of NA. Inc.For usage conditions Agreement see vw bxaa cam .Always verify seal City of Renton Field Directive No: 19 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG 20 065 By: =' Federal Aid No: N/A TIB No: N/A ifDate: 5/26/2022 Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: 1. Furnish and install depressed Traffic Curb and Gutter(BI A73)and curb slope transitions for cement concrete driveway entrance in lieu or full height curb and gutter between Sta.908+80.64, LT and Sta 909+22.53 LT. See revised Drawing No. RD6. 2.Omit Traffic Curb and Gutter(BI A73) between Sta.911+12.96, LT and Sta.911+72.90, LT;between Sta. 916+63.23,LT and Sta.917+23.24, LT. See revised Drawing No. RD6, RD7 and RD8. 3. Revise the depressed Traffic Curb and Gutter(BI A73)and curb slope transitions for the Church Dwy N and Church Dwy S locations between Sta 917+80.63 LT and Sta 918+10.63 LT,and between Sta.918+65.35 LT and Sta. 919+06.35, LT. For the Church Dwy N and Church Dwy S the sloped curb transition length shall be increased to 6ft(from 5ft),see revised Drawing No. DW2, RD7 and RD8. 4.Add depressed Traffic Curb and Gutter at the future curb ramp location on the SW corner of NE 12th Street and Duvall Ave N between Sta 919+39.74,35.4'LT and then 6.3' northwest along the curb radius. 5.A total of 48 LF of Trench Drain (BI A58)shown on Sheets SD6 and SD7 shall be furnished and delivered to the City(for future installation by others), in lieu of furnishing and installing. 6.The PVC Storm pipe(BI A43)at CB#27 and CB#41 shall be stubbed and capped 1 foot beyond the back of sidewalk. See revised Drawing No.SD6 and SD7. The quantity for BI A43 Solid Wall PVC Storm Pipe 4 In. Diam.is estimated to decrease by 62 LF. BI A58 Trench Drain is deleted for a decrease in quantity of 50 LF. The quantity for BI A73 Cement Conc.Traffic Curb and Gutter is estimated to decrease by 120 LF. 4 Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The approximate quantity decrease for bid item A43 Solid Wall PVC Storm Pipe 4 In. Diam=-62 LF @ $20/LF=- $1,240.00 The quantity decrease to delete bid item A58 Trench Drain=-50 LF @ $100/LF=-$5000.00 The approximate quantity decrease for bid item A73 Cement Conc.Traffic Curb and Gutter=-120 LF @ $25/LF=- $3,000.00 The additional inceased lump sum price to furnish 48 LF of trench drain to the City is TBD. A Change Order covering this Field Directive will follow immediately. Contractor Date yu.aa...« ..._._ ! �wrofsr..A — e9°°eacx.A inr. • NOTES: 86&LT_ CJR Tu i.Bb 9O9•57.9]ALLT 1 9DO TralEs 1 298 F pb RA en aeon )enYan 90•R 01Ubb+ - Np m an I OC1ICNT OANxTCOxapRxfwAYfxIRAxO SEE ow J. 000NS,WItTCRA9EM bDEWALK PEA CDR STD PLAN PL i�i -..9 ��. �. FF 0Caxn9UCTa�MCCROC. EWCURS MDa„r,T.PER vl'11• nA900.19L nA 909ru4 - W --- CDRnDxAN 0L 'i O]30,T nA94..y, 0.9 STA R3 2 Oi CO.010L MEMCOMC PFOFSIRW9CUN PER WRSiO Q M4w. OI N OO Gb -"•-M1V+•' R'�r O325Y CONSTRUCT MCONC TRAMS CARPER COR STD T AUTcx mmxc wxf �FM ONFM M0.00 V -.-. _ ,901 f 1g PLAN 1011KTCFMF N SIA90NE11-� rt_ by5— .. . ......: 5191KTCFNFNTCfRGCU! TYPf PAWIf1A iT DUVALL AVENUE NE — „ ..... ESSER.RSIMMS m �iE�R w9om sro NAx FA0.v10.Mw u /° /9\A On C701 rnLxTcfrrt Tcoxccuu uw111160c9a sA PUN HO.tf-01 ir,rjzrgo to.AT roams sores.PR -i 1 R DeTul t.sNEETmIo r o TC"n�NP WARrERNR1TwtL nA9u nA rYl 3SR LJLJ�+x. 0.onn* CATCH INTD9FAT0F0 © _'f ADAM PLAN 411, ©AORR VALVE Box OM CONSTRUCT CENRR 1A90MN MR 0RAR L 5101E0T R010 D a 40 OCONSTRUCT RMMfO:MG CURB M9AT11F MAWLA STD 1UN6-401201 Ocomma WALL P0010(ann W W AM] w0]. m ear. LIONUMFM CAM.40CWER. O SEISM'S FIOFM SD[WAU O[TAR of (r39 m' ft.AIT 4W COKIRUUDD6 DACE WNCRFn)ADAROUO -161 S2 O101D1 SSD VC O 9T90RANrrFR fOA Sm PLAN]1aL SR WA fNRn. i Mon+n.Sn00 LEGEND: R9MorwAY RD — —MAP0PARTCONSnUCTIOM 1AnMFM X6 yy 9 7 I ICIROBRWN0]Re. i.3 MRA 9wr1ss) G� mnAril.o9n T: 9a0 ..STTT ftM1D.V • MII 40006MfM ODE. * RMl)g3 • - rf 14,, �4.Jrvr.:: SpEWA1YFUMWAY fNTMNQ i � N.uaK•w4v wrrx N9LL arm 1A9b I IRttI'REOIAVfRNM 141616 M nAMoin. --- PT17771T1,1 uBxRfs•9aff.ss ovmwAY X. YL!/JC....., ROAM WOLC HM.SEE Wm'wrt Rub TEND SPAM AT \ \N9M6^•W 41]FULL DEPTH CLNF ITTPI PROPORu D6UE AT EMI Urr/!////I�'� .60ACI •R412 l•Mw011Ruv CAM FxarMamr /uoOPsmYI UA ? 3 "'3 33 33 33 33 33 3 33 5� io 3; ?§ x3 5x » ? 3 3 909.90 9011N10 MONO 019F0 R2.0 OI,NO PROFILE wn i+ CDS.052622 pv CITY OF RENTON DW .. 9 ALL AVE NE ROG �9 ?� a99.o- 9F1 "A"' •.""NNr MI MS •' Parametrix CONFORMED SET 'e•""�'•'^'x'n0' ...o.a o-la n +^ ..awl 9Fm.aana. PLAN AND PROFILE 1 SDO N 9 iTOOONo1140OOFRnF TO 5/2x+2 41 Rs, 11Ww Mt ..�=. STA 908WO TO STA 913400 °•n, nF+1 I....I .Fom9w I••I NN I WI .R.wwrlrw.F.F '� n�..f__ - anB? L SHEET 6Of 10 wen Y0 '1°"' I TRALPILONWa7SNND.ass I Q PI.917.93 e7 F. NOTES: STA 915N0, SIM RANANL TOTS .fA cuW @RR wllKsw., ' aMID.PW1- MGW WFSTSIX _ OOSwMNssRrma xvuUx Mxmx[ORw6[MB [SEE Dv l/�FYW�WI[T4} b;bnEx11J S9i1•]1 . 000tUP U90 T - SLOPE 'I ..9 11S[T O�M,RUFi mow cow,MDEWN[FOICORSO PIM pCT41.1.1. k8 L 3 I, E. O<DN,[art CORE MEW CUM.ND WHO M N W.rj ----- --- .••. .__...wnN...e'Wa_�____ .. _ N O CONSTRUCT CO..,CONG.FDE111w CURS RR CM STD \ ` O .. 6 DONSTRURCEM [iNIC MU RAM.Trrt.AMLL[1A s, ,I QO DTD ............. .: ORM �e oiwii�RM. ..•.•.....•..... :IA 91M111. STA 91hIt4- O CMS RN CEMENT CURB RAM.TYPE VW. ::.............. P .. .... ...... ...._............. ............. S ORl STA 91i.LlA. _ / USED / I� ""' A[IDPW OYESINnn DVn OaD I'WALL • a0•RF riS AR..NWSCOTSTD APUN T NY.SIX OP SIDEWALK,40.1.6.00. PER / / DlAAl1 AVENUEN� / L� �w.Fs.s.u.s'n OnDINO O Q�Rir.sxin wlooEoc[ / C/�/ T .. Ot s \ •�.°g Q CONsiaxiusT-IN.wa WAu.ER SKRWM. §_SUM..4 _ STA MAMA. _STAfMMi).— — _ STA91.0.0._ _STAF1NSPA,--�C 1 r moo 4.11RTA.� 0 ADUIRT[ATOI WIN. nDRT 711DM aPRr AM LDI.[N STA�10S14'PPA A9M6T4 `STA 91A1AU•/A YBW PNIGN WALL EM IWO.WALL lA1WTM O.PINAP ©ADAIR MANHOLE. nAfIA MA STAIP..44 IKN0MN.WALL PIA91.41• SUM. NI POSIT �� l STA 9I1M7.7. WW STA916NS0 4103NT PI .• 12 0 ADJUST VALVE NIL IIp}g1-Still AIRA91SW.7. 'ISM STA91.75.9, SSA....• ITnNb-SOBI1 MANN. 30I11.P Anna 000NSTRUCT CENTER MFPAN KA OR.,SIP WET R0I0. PROM MRRMM I SAI 47� MN I'M01T NINE OCOT6T fEMEtCDNt(W MM.TrAE.AMLLEIA CP<YIE INMAN.PPP N. Rw500I59D WPM nA 91M71; PLAN VAMP ® I PUMP/ 0ZAFRKTCASTAIPLACF WALL PLR SAMS WDI AND ,DAL 10 q T SEE SKR ow P R ® . OM'PMNT troTsSTDTRAN 3=7E W LEGEND: sow .4/8 MS!i.415w0:w_ MI — — —M.O.CONS1RA'.TIONEASIMENi MVP $A a [- � MSTA91NIS.15 I I PUMA CPC SMWALP DOM. .[DOTVAENr Y"Y" qq P ATuoRly 'Dow. G� PASTA 91N0409 Ir; $ V. :.;', E4.S7.00 PA spa 91M15.R gq L J lr 0 1A46AEM IM M DERN -LOA I-F.3LP. II .y a . - WALL-.4 64-IIDRMWAr El __-_-___- MSTA anSTW® ..A PR.DSCArt AAu-SM uTImCAR RATES .ROMYD GRAM AT-•/ - _--_-- ---- .~ FRSDN40MMAi wNEm71 3 CAMEmn `` TT�TT�77N��;wclF66441RILLOEM f7ZaJ MP.Cl.W PG.41 r ma Dw6ur M 51,110340.30 Ewaa EmTIN t PROPOSEDGAME AT 490 D mml � mm �9 A C. N A i X A R +R . :; le 78 3i 79 is 7; 7; 7; 7; i; 7; 7 :, 77 7; 7; 7l 913w0 M. MINI PROFILE MMn MTNI nMa R07.052822 _ CITY OF RENTON DUVALL AVE NE .v R07 " ® CONFORMED SET R.,,E �FOOOLIO R Pam tlnse PLANTpre= modem AND PROFILE / .7...„.... N RN P.nnRNo. oon STA913.EOTOSTAR18.00 .�M f N.wwaoanu Ill.: I•••.INa,n n.nUs.nLN o.rv.Z4 F! SHEET 7 OF 10 INT f 9m.,....., m aRM01F/M'N- fifimme cab ra NEW, 91MS61 14 13 NOTES: EMFMCONC RrMWAT[NIMxCE SEE OW �afiMeSe -`SRSMFET DWE m9Tw r9 —STA919 Sr B9)0-OD95 ( !D-OOSO 2ttZ. T-.—_ "SI:SO 1 I \ 11.9. OSEE;=Da Y;Ru CiB.r0E1 LT I , 1 J. �I ZOO;0 IO GIIOCFIYMDI DMH STA 9llb91 0frn er COMM'CNN[RwwN[rFR CM STD KAN �E uro TmYmVoll J oi. 21� E WESKIT OWE \� 1NEAT .—0 _ _ _ _ Usj /r t, 9ii:0E 35 Li I I: R[SNSIT4N { RE9CETpb ♦M.SlT L OCMiODcraenxrcpC.nurKM]/u1D4UrtER INN WAN 101_ W.--� nR CUN nxmam ...'] ....... i ....... • Or O CEMENT OW_PECESDDN1 a PER CM STD n WlVR • S^T .... .. .._ p5 CONSTRUCT RMENT CO.IMETK CUM MACON STD ................ m , Rj25' �m.41 nM Ms. al F ,N�•�wnn/ ..p.m.,,ctr0 NM I O)].K R.IS' RSYT9.91.3. `W S[ [OxS1RUR CFMFMCOxC NR9 RAM ME/RRNIfIA R a 1 n N019•>:S1 R I W 0.ER W=DDTsmFAxi.4liaS • OW.01 OO _ \SHN] RA RCM Or puS'TRUCT PER WSW,CO C.EURO RAMP.. W MOiSNOW ,FlL74 10.]lq Tr aAW S. M.N W1 CONSTRUCT(ENT U OE I' :ZI •P RA 91C.94S. STOto FOR 9MNLT0 , CSC MTAUR TNNAENEO MX.OAR.Of SOMA.PER gar O DmFTML L sNEFi R016 O SEWN iwITEwME Nor exD m i0 AVENUE NE xNw Aa 9TxxTwuL f RCMQ Ci Oi MOT USED IM .�\ A ` \,. R R•O DM 3 ©A .CN{TCMAE __ _ ` __ RAiir" _... .. QAOMsrMUNW1E. Fl9AGM.. m VALVE sac OA]MAM,- 9A Y.913. OMSMON11BAi9RWMA el OAT.. OYORTRO0iT YU ND SON09 AIMMMI®W.SR9HTM 0 CONSTRUCT UNRA MOWN PER ORM I.SUS..ROM ADMSMWN TI EWE' 0 REWITW O 1/. Is...-""I I OO NE°NTwsR' STOMPWIP..1»a"°RAN.TMruWlll4 OA9Mrs1 R4RNYxGNSWALL INDY MGM WALL 0C UR CAOAFPIAR WALL RR 91.11w0E ANO RGOI TRANSITION WMINF M PLAN NIOM rror RMlrxrm z m INSTALL MwuNNTCASE MO COVEN 0 SO AO ©RE MITT MEMSAX..DOA. EX o cvaTRu{saarlNn mNRER rAOAAwNo Q NrDRrwr/aCusTONANssD.1.REwArZ LEGEND: ----_Martar-wM . — — —TEMPORARY mrsewelMx EASEMENT PMS.9 1.0 I ICRAMMK MEW. a OOnRG WAOE AT T Pe N,:ff SI=Vrl aMENTCONC Aso RMl0]N - 0 L': .;• 1sRNwAu/DRrvewAT FNTRANR INAN El tr.. 19E W11N MA WEN _________�_Lp{M._ _.J RECETIFD/A.MFN! _-_ .�ZA xWa/F PG 4i2 OPMWAv . AWI1aA01 HA MMPOS.4MM AT I;:;::: ::':: LANDSCAPE AREA:J Lsx R WAD S.. CONE.. PMO 921.2SN0 -,;,® ROADWAY n9 NM CI.Y PG PW OEM 10...13.0_ ___Mr rZZL'A.,..O.9•PG s{s r IN MERL. WGRAOEAT ((--PRUPCIEOMUCE AT rx uc..� qq a? aB g; 18 3q C 13 /1 3° c ."-1 -o i3 a$ ?; ?; 5; 5° a ]Maw WO.M EMM WINO W1N0 W9.O0 PROFILE vuT:1... ,RO0526AMVOR 22' / CITY nT1c OF RENTON DUVAL.AVE NE RDR f RA�. m 0. CONFORMED SET ,.....r n9,�., Se.Pr..MIMI TLI Seen ��•3tt = mmnnv 902100LAN TO PROFILE 01 .....1 .«.I"NW NC,r9 1 M I Mr.l M Ma waa.nnrsaR -^� Mm7 / STA 938b0 STA 923M0 144111140. 1.a SHEET 8OF 10 • • II 'islit;IFA''''' TI -,....ter,,...-.1' " ....._ GENERAL NOTES: L coAnutmA Auku mummy 0.1335,1110 UTRATV LOGTIONS (00 STA R14 OS.9.MOT I . OYU 09/ 0° %MU TirU I CA824 0 1r ECTI CULVERT 2. Al RECTANSULAS MOE WIN RAMO NO I , / I '''"";13'll.4; MECO, GRATIS SMALL Af VANED ARMS PEA COR STO RAN 204.00 AND 204.M MESS OINERVASE •-_7_T 7--74- .811 WV, -' . I- -LOIN*FE/RE.--1= _ __- 12171_ ITIPIR__.0 3. SEE NEM MI ECM APIREIONAL SURG.WATER tes 114 7 .1 - „,/wv^--k1 „, WORM NOM Et Wig Eii..-4-S IT VP-1-,, ' EE , 4. MR MICAS STORM PRE TOWN SECTION ORM. 5 L'...,. 4 WRIR,SSIr PP j._, / SSE COR STD PLAN=SR til A° "5-. TEN r 1 1TE to' S. All GUAM ARE 10 IVIE CORMS,TER ...... ___ _ .... STRUMMER - - '1..1 _ E i - _ __._._-. - x - -. E.. PROVIDE OMNI MON MUT PROTECTOR,KA i N- - , 1 ..., I CORSTO KIN 11E30.NM All NEW STRUCTURES Fri DUVALL AVENUE NE r..3 MO EMMA STRUCEUAES CAW..IN TESS SERER MM..MR P1001101011 UM 15 .' POING AND ROADWAY OPERATIGNS AIR ISSAflr RP/ tft , LLA SOSIUSI HAT V f • - ---- • - z-- '.' 7. MR IRMO ORM CROETRT-S.SEE MAN 2. - = • -5 SNOT SO10.RAT LEESE r OF SEPARATION ,. ..,--. ___R___ '-1 -r --'''.. MUMS SMUT.CANNOT Bf SOME%REFER TO DEUS S WET SUM § I ETTA Lk CER72 MEI ‘LE tz, I (g0 7:::=elieZ 1 STA EINAISOELS A INTRO,SSOR i .E7STET,' SZEr't:Eg Ant 11:0 ,..,,,, NOTES: RIMEIR42174 .4". 4,,oft,,,,.6,, STA 91.1.63,MI 0 CM.ROM TM 1.PER CETA OD PUN 200.00 AAA a..4n...z • ,.“.„,,,,,, ;,, RN ElE41473 R.123.92 01.111,,Al 17 4ni.""1=0:% K•421.92 COT W.1E1 ,... 4.ENEVE•ENSA PO IQ 0 CONNECTION TO MAME.STRIXT1111. .% 121EITIEAUSIECREERET Z. 12.0011E410...MEN, 4.O.MUNE TREE NIX ERNREERRnoR ow PLAN 4 COMMIT PIOT FIRMA STREW,TORSO SENS IN fEET 414 OITUNE MU GTOI MIN MR It PEA CORM PLAN MIR 0 20 AO STA TUES..OA LT CASCR WIN MR 2 PEA COR STO PUN It100 RN EL•429.09 MEM.OUT(4%NI CAT.LORI TYPE IKE COP STO MAN 200.10 WEER OCIANGISAA SOUP METAL CORSA PO - COR STD PLO120,130 OR OfTUNI 110U OP OWING GRAPE AT CONE MET 119.6u,,,,, REA21.92 OUT(4...1--. SKtoiss rrin - :rxt's'Fr"it7 COD TESIT STAIIREALSOILS, --. NO11•42.41 .24.091A Ilr,SI ERE21.09111112T El MOE TYPE 1 O..GRAPE AT .RT423.01111(4.,W) ETA 91.40.0 EIS I. COM Urn ME424.0501M2Y.E0 AMA ELEORTS CARO'RR,.,---- --MINIM A 1(.421.42 IR far.TE1 STA 917•24.66 31.S.1. US PROPOSED GROW AT R•00.40 Mar,sl RIM ElE42.19/ CONE EETN 11.30.40 IF[tr.,I [..1.66.04112,11 1 - -MEI= AIR IE.120.40 01.0112,RI REORESO IN(12%1, RIO If 418.60 WTI,NI I r DO A A 8 g V.:.' R4 :: i 4 i t II II EI It II II t 5 I 5 I 1 I g I.,.... ..... ,,,,..., ..,... m.o. ..... PROFILE VIA,1,4 SC6-05262.2 4„:,-,,.•---,1 , 184,8888. nd MY OF RENTON DUVALL AVE NE ci .......,_ . 180“ 4.14904 .1111................c. 2 .ONO.,8'88.8N,N•884.,N8N.`8 ONO IN' II rArsrneu0A CONFORMED SET STORM PLAN AND PROFILE A.m.. 1 MID NO 18•Ch11180 88.48t0 a.-NW I Structure 'RS' 'N28/22. IV ,,,,,,,,,,,, ,,,,, ...../ERAE.E.ARALRup. OM- EOM To.ft=sEE arrraNuatscaux. I Ar E.,--t-71.-7-1., STA 913.00 TO STA 918400 SHEET 7 OF 13 . 9•187. 4 4 4 v �. 0 ins w+•4- .. -. GENERAL NOTES: -a.seroxt.Iacr1®x .-_" sT+rt+wna+rs+l Iy'�•M•rtn)Is .d n nlAt n.UEO® t pM+„61 e 1 Iwm+' ` uIULTLoulwa xm.ER.ALL Emnxc rarREn WIEpvE1 «n+mc- ^l:l )°iiQ�.� 4....Rn ICJ •i ' oEEwEE nru O' hb•l'« .J .eraNlrRT.ru oo.Mo/4110 mEYAMO' i sTAmsz9.omOA GRAM 5.1.4 ulRrn u]Er OWES�COR STD -RaRr•IEwI I EurPKINro s,.pl zn NYy`Iw4- r�0 •�B xono. Ecvwao _ ].�J=s.omonFT---srJwam.-- E1rl - 1 i! .1 - IrvRl—O I.V Eu.OnxOxRLwu.(F WATER KANS na MIRAGE 11014 t1 ]]O D a.uO\. SIT Calm wlila,0. OM, v,.z, niEEr.---",---- anRO -, RE TD THE CRUM.'THE a. -TEE.uuA p ETAa w 0.9.W lT 0CMS ALL cuLoursA �4 Ot.Mefy- anlr. 5I rm PMLI p sw.E STRUCTURE. +M nr.Ea - T� a'.00 qq 9xavlDE imRrlow.Ov[MnOMPROTECTION.PLR �� COR - W ,�O�- Iw>rtl'R O Curt_ _ -- - - �- - mOI AARO Exnn GSTRU[NtESuuEDUM IN NM -mTCaraTEal DUVALL AVENUE NE PA MLR°f°ncn°Myurrml <E=NSnT� rWpM.st111614L.00.4LTAtw1A �� ny�91SUR .' COMPLETE. DW]Aw _ ___ D•F'Nrt.EtW artPtt R_R��-/ �IrNM•lanwdl ] TYPICAL W GGsw4 aE MULL 's1 • 1YIw1[atL]w81 Emu• i SHEET solo.E AT LEAST r«aPARATww _ ^R�n3T Ir PAMp rtalll)artal --. 3 RIVILTN URRES CANNOT SI AMMO,RUES X x TUDETAE I.SHEET 5010. • MT].F § On.. a I I �. 0MUNETM O • IRRI NOTES: m1PERO.STD NARO OM • O COMMAL-Tpx TO EWAN/.TTRIKTURE.E.t].Roui N'NI 241 3 AaIz111I Q rErnuME TREE amroEaTRATICN1We�.....LT r. aA 91MD1I.UNIT tYPNrta1W OUTDA O CONCRETE MILT Rotcoa STD NAM HID)D enWM Ea11.IDRTPLAN ©Gld 1A MEILSFRC01151D P.LIOID rA'`Mt, r MIN oaf: ® GGTO.WRAITH 1rGm115N PUN 2OLOD ITIONIWN9E �L® QGTCM NfP1 ME1 Pm- WITH DCW 5TD RAMSW00 `� IA J I rt COf STD MM]DAn MrtTN COVER PER II IIf pptyyam�. ES uP _7E Cifllllf \\ 19NIJRNJIEM 91R.T—N' Alf ��nYA IT ' na.p rtai].O OUT Ir,NI '\ ._JAM ylou ,16. .%ePwe s�.In.� _ �itE''MM N•.1 A Il ...IN u a.n.TCU. AMMOWIADE a'A.' 1 Eml O S / CNN MN Pw� .1P 1, r + LT o Ea10.39 our N'.IE _ oaEerPPe �' • STALE y fit Ijafi CRu]rwtu< ENua -"-'----r'r�-- H a" I.LSL PI CDR t.>a 9E �• ar 104111.421169 OMI tM1113w111•.r) L. STA 91.1].11 EISL _ I wRNOII G - 1].1]W Ur,WI ROPOLU GMDE AT WA ����11IYW11 -_ 1.3.12 MDY,f) /^� 11Y.a CLNF EMI © ¢a13:U IY.N Lfirrn IYa -7 1 Eat>u ourN'.WI a�rtalSwwlr Wl ]aw�M'.Vll E=1pa P'WI "` ^?'1 nat 01,MI N+t/.aeur Or.HI �+��T-a- S './a' PY•a a.ml0n 11,6 t,..y ItYp EMIT ,� �Ph 77 Y/ aX :: xi!r ]1 :R Rii. A: K7 ^q . ....._-R .a &^=xrrTs= nr.aa nswE ..s rl 120i0E PROFILE mw -- rte.. MST FAT NOM e.�m SD]-052622 DIMS RR91 VW 1•6'' �pjO i CC m,.„' CITY OF RENTON DINALL AVE NE S07 HOW wasurseerurnaun 2 MO NO la-Wnm�r,1 ss M��:o „s rLW:1 l E Car meta CONFORMED STORM PLAN AND PROFILE MARIO num. T MCI x0IB 9bIm RWisms sl ME illn sRen PAW KOMI I nxE Ir1to1 _11j I STA 918.OR TO STA 923.00 T a W wrl W.>a o.so na I W I••P.l rn w.wwn.Wm..R -� A. Imo an.a/ sr SHEET8OF13 LIMMIS rocaaysr QERAMP 1 0.0419.11 O NOmAI[ ra aLNN ,I b�On �� A1o: C A.04 E105rMcr 0.H 2 0.aa x•A DAC,CS NDmAI, ,I ' ur oca RAMP ra a.xx.a• w � su i ilOWUNE 00.1 SOP air ` cnAsx9.rosxlsLr WAWA. -9 DWr1N�FD CUM nrorN Jj SS S442 4010000. eLs I, AN 9¢a Mx0. • OP WAY uPt onAu.,we ONA Q oEr01014 —c a,s a Mil owrnAowaEo c .CEEAriwOf]� FA w0l0 97P0•n5 NM Ir.= u — — — — — — owsA waom- "e4'1 E <STA MPM.a sOIDr / •C STADU.41 MRNDLLS9N0 u sasv, ''-`-LQ <STA 9,.14 - YVn I Q aau1 /mCx0 awu raR.nDO 1 CHURCH DRIVEWAY Sq'-e"�� CHURCH DRIVEWAY N PLAN I rAx.F rt,r V aim NN ® as p m MT MT m ar aE 13104N661400 r (-wvrmExaLr[RM STAwxm .....__ ______ wrCNElaErn �"'. _ 40 PROPOSED MAO!AT 0.0, E9ESINDGREDF•r rNAAwf00D n t^ 00Y0.40DXFRYH m^FLs021 wool Demo an y n•wnsr m^2.020 mO 0,41933 PlOPOSE m of waw Owr1DiDlmlr aL '10• s ________ -- au LrxL« rADEAT nrorn9EDaAxAr a0'ra row41 vEExiu urcmrl DM002%404 /-w.ana Lamm OM010E,uNE n MANm� ! MO' ! .n.10 .19 5 5 5 45 a5 55 v6 8 49 49 D iS 5® .F 4 P a 3 hF � �j4 �4 $ x � R s 5 9 °�? :? :9 3: �+: a5 DMS DM NNMI DEa NM OM 7 0.10 ONO DND OM MO 0440 NMI NM 1.20 NED MOO CHURCH DRIVEWAYS PROFILE CHURCH DRIVEWAY N PROFILE • �^^^ DUVALL AVE NE sP..„.„ Dm.. re rwH •n ...,rr., f nrieOA reDxDo nwt•wuaaru �CONFORMBD SET um^ Ae •rr^440404 common.. DRIVEWAY PLANS AND PROFILES wn FWD NO l9.9OmDi Fmn40..nu.. - ""'"7"'� n." ^ J ,� SHFET20Fd u.n.n .w s. I...�.� ...o.vm.,o I^I...I D.^ .,...wuEDr««..q _ __ o.rE City of Renton Field Directive No: 18 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. Nii4y TIB No: N/A Date: Construction Manager: Tani Stafford 5/26/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and install CB 41A, CB Type 1L at approx Sta 919+57,31.5 Left,and adjust storm pipe inverts between CB 27 and CB 29 per plan revision SD7-052422, in order to clear existing utility conflicts. Furnish and install a CB Type 1L Structure at CB28 in lieu of a CB Type 1 Structure. Furnish and install a CB Type 1 at CB 41 per plan revision SD7-052422. Furnish and install a CB Type 1 Structure at CB 40 in lieu of a CB Type 1L Structure, per plan revision SD6-052422. Excavate additional depth trench as needed between CB#30 and CB#41A. BI A28-Unsuitable Foundation Excavation-add approx 15 CY. The Proposal Quantity is adequate for this work. BI A50-Catch Basin Type 1.-add 1 EA Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Approx change for BI A28-Unsuitable Foundation Excavation-add 15CY @ $60/CY=$900.00 Approx change for BI A50-Catch Basin Type 1-add 1 EA @ $1,400/EA=$1,400.00 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 17 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By: , TIB No: N/A r w Date: Construction Manager: Tani Stafford 5/20/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish and install 12-inch diameter polypropylene storm pipe between CB 31 and 32, in lieu of 18-inch diamtere polypropylene pipe, per plan revision SD8-051322. Remove the Kor-n-Seal Boot from CB 32 and provide grout for 12-inch storm pipe connection. Revise the invert elevations for the 24-inch diameter polypropylene storm pipe between CB 32 and MH 33,and between MH 33 and the existing CB to the north, per plan revision SD8-052022. Chip out and remove unknown existing CDF backfill around MH 33 as needed to construct the improvements. The CDF removal and extra grout work at CB 32 to be paid via BI A8 Resolution of Utility Conflicts by force account. No increase anticipated as the Proposal quantity is adequate. BI A44-Polypropylene Storm Sewer Pipe 12 In. Diam.-add 123.5 LF BI A45-Polypropylene Storm Sewer Pipe 18 In. Diam.-delete 123.5 LF Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Approx change for BI A44-Polypropylene Storm Sewer Pipe 12 In. Diam.-add 123.5 LF @ $55/LF =$6,792.50 Approx change for BI A45-Polypropylene Storm Sewer Pipe 18 In. Diam.-delete 123.5 LF @ $75/LF=-$9,262.50 A Change Order covering this Field Directive will follow immediately. Contractor Date GENERAL NOTES: L CONTILACTOA EDEN.LL memo IMAIMOCATIONA `QOuXt4 a 'VOZuiEO CD® L A tCTANODMUTx MN F9AMS wD / rz:�"2.01 NSOMWMN ExNHO / xortoT----__ _ N 1 3 s 3N 4.0 O lel� -------/ 1 WUNEE 5 XMFi ADMAMAt 11RNACE WRIER S NTPM A. MA MGM SOMA Mt 11MM 8AE >1«N CAME cum I . SEE COPSIOPAMLrom MNDMAti ril �- NKDAE ETD xEaxnRO NNE DWALL AVENUE NE 6 PROMM MAIN MR PROTECTION PER N STORM FOR MINIM SNunwEs U CALM RES CA ON MIMI Z MOT PROTECTION MM. 0 PAVOMANO r. ROADWAY OPERATIONS A x .. COMPLETE. u a'-------------------------- 500ET5NAl ununlvMNA F ���•��������� ) SNFTS0T0.xAr 71.020E ET AV EEnvaNaw.orNAENMvto.RF)EE '---------------- ------_ NOTES: CDCAM ss nE1MR CON MO MAN MOO PLAN 0 CONNECTION TOOPANOE M MUCTIME. CO MT . 0 errors NNF TREE low PM Km NpRnunOx ONT EOM Q COMRM to GM OM Pup.mom Q CATCH MON Tim IL PEP COP STD MAN ro6.m .0 oPMMEreeu.-_ PROPOSED LRAM A. Q cm.EA1N nMEi NEtONlsm rmr.rolm Sf191s.9].0.MOLE AT M.OrFOxF1HO_-. CtMF(ml OFxitTINO ANANTNFmPAETUE API/QApr. [r0i.0 H',p WMfIT11 5TA 915.5 eMO 1T .'R.'01NMi0N 4E YEANS)A]IIIrOE DF5O0MAxanOR1 NM M-.P6.m MAMMA.MELT NE..m.ro0ur le,M NM ELM.5.15 AM or — if•.01.Tf OM Er.M 1]O MOM MEM MET Z ESAM E Me OMY.n Vie. f,. ,vim es MOO MEE PM ElmOVA6 S. H'.MN whrN5ioz MY. 9tSl TE TOO o.vrrPER L.o1S)NHL•.51 �A 91W)313461 Q1 01.A.tl0N OM�E'.A --..—�_N�y1 IN 111O.R •.aOMix li.•.NI [9 ARN111TmE PUN STA RH9C1iu P Q 1 •f"NW51 N le.n •NEump19 RmONN Or.MTilerx tit .___- ,Nl sascur12e.A E.nEN :11N1.._-iN s9 1.aulOr.sl • N.190.67OMMO METING GAME AT PROPOSED GRANO I CON am L.P.(A I SR NT e° "" sa 'i RN ."" 0* xs "" AR "? as 05 4: a^ .,.. 44 44 WINS t'6NE PROFILE MGM W. 9L.N MT:IV' 508 052022 _ a'T CITY OF RENTON 000ALL AVE NE NM SU8 Ofiriw9 N.0 nuTn.O 11=2/1_CONFORMED SET rommerwer STORM PW1 ANO PROFILE TPM No 119Nm Rms. 9mci' wL wvn•ysM.� _--_� Tc_L SEA 923.110SNEET90F ID ENORNNM1 .Remus L M 1•N1 Mn M 11)K 2 U ver o N or.. City of Renton Field Directive No: 16 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. _" TIB No: N/A Date: gralin Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Provide equipment and labor for bucket truck assistance to install the City-furnished signal head modifications on the center signal head on the north bound mast arm,and to bag or remove the existing left turn sign from the mast arm. Furnish and install 4 EA"Signal Revision Ahead"W20-903 signs 48"x48",one located on each approach to Sunset/Duvall. BI A14 Construction Signs Class A per SF will be used to pay for furnishing and installing, maintaining and removal of the"Signal Revision Ahead"signs. Cost for furnishing equipment and labor to assist the City with the traffic signal modification at Sunset Boulevard/Duvall Avenue to be tracked by force account. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The quantity for bid item BI A14 Construction Signs Class A is sufficient,no increase anticipated. The cost for added work to assist the City with the traffic signal modifications will be tracked via force account and paid under a new contract item Signal Modifications. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 15 imolil Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. V TIB No: N/A Date: Construction Manager: Tani Stafford V 5 /2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following additional work: Remove the multiple stem tree at Sta 904+11 LT,see below photo. The Plans note this tree as a 10"diam.tree to be removed.lt is not possible to grind the roots from this tree due to the embankment,the tree trunk shall be cut down as close as possible to existing grade. The additional work required to remove and dispose of this tree,above what is required for the removal on one 10"diam.tree,will be paid via a new contract item at the lump sum price based on the invoice to be provided by the ant r. ,, ,- : 1 ' • ■ - _ - a► a.�'' ' vir., tea,i' t +•k " Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The added work will be paid at a new contract item Multiple Stem Tree Removal for the lump sum price of $4,907.28. A Change Order covering this Field Directive will follow immediately. Su - 5/6/2022 '/ Contractor 0 Date City of Renton Field Directive No: 14 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By: magi _ TIB No: N/A Date: Construction Manager: Tani Stafford 5/6/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Construct additional sawcutting and pavement removal in order to shift the BI B18 Furnish and Install Fire Hydrant Assembly on Existing Water Main Including Wet Tap by Approved Wet Tap Contractor, approximately 4 feet north as needed to allow the edge of the tapping sleeve to be a minimum of one foot away from the bell end of the existing water main. Shift the FH one foot toward back of sidewalk in order to avoid large tree. Required clear area around fire hydrant to be maintained per COR 310.1. This additional work was required at the Fire Hydrant shown at Sta 910+25 LT The additional pavement removal to be paid via RI A25 Removing Asphalt Concrete Pavement. The existing Proposal quantity has sufficient quantity for this work. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The additional inceased cost to peform additional sawcutting and pavement removal for field adjustments to the fire hydrant locations in order to avoid existing pipe bell ends is paid via BI A25 Removing Asphalt Concrete Pavement. The existing Proposal Quantity is sufficient. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 13 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford /2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Furnish, install and maintain added channelization devices along the edge of WZE and WZD and at intersection access and driveway accesses within the work zones. Furnish and install Loose Gravel warning signs at driveway accesses and intersection accesses in the work zones,where there is temp gravel or pulverized material surfacing. BI A13 Other Traffic Control Labor per hour for the placement, movement and removals of the channelization devices. BI A14 Construction Signs Class A per SF for furnishing and installing, maintaining and removal of the Loose Gravel warning signs. Cost for furnishing the additional channelization devices to be tracked by force account. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The quantity for bid item BI A13 Other Traffic Control Labor is sufficient, no increase anticipated. The quantity for bid item BI A14 Construction Signs Class A is sufficient, no increase anticipated. The approximate quantity increase furnishing the additional channelization devices for the edge of the work zone,driveway accesses, intersection accesses is TBD A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 12 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: Federal Aid No: N/A , Al 4111111' TIB No: N/A Date: Construction Manager: Tani Stafford 4/12/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Remove and dispose of the existing 12-inch diameter culvert at Sta 910+10 LT. Remove and dispose of the existing 12-inch diameter culvert at Sta 912+00 LT. Backfill the void with Gravel Borrow per 7-08.3(3). The quantity for BI A20 Removing Storm Sewer Pipe is estimated to increase by 60 LF. The quantity for BI A27 Gravel Borrow Incl. Haul is estimated to increase by 20 Tons. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The approximate quantity increase for bid item BI A20 Removing Storm Sewer Pipe=60 LF @ $25/LF=$1,500. The approximate quantity increase for bid item BI A27 Gravel Borrow=20 TN @$35/Ton=$700. A Change Order covering this Field Directive will follow immediately. Contractor Date LEGEND: I I _---_Raxrar-wAr . I - — -nwwmaNnmcmME.EEMENT I tl -IZr viO SAMCYTUNENIGIOASMILETT EMT FMCS RERwEDDr usv �o.rtTO WEST GAS Plop M M N N N M REMOVE unutt� nA9EFT9. X [ND O Tsv �lFr 0 AUO z ,Eo. /_' '.AEAx MKBY --"' nA9M. . m90Mq moTxEM SID MAN 216 TO Durex RSPEROwsD SHEETS nA 9Os.T9a�nA90H06. 31.m 0 r. st,ME Imo- . 1' .•:•.'.'.'..:•.':':'.':'.•.'.':•.'.'.'.... ........... .. ,...... . . . . . 3 REMDn CEMreCO.CM/w .•: •:.: u,EMN roNu E an 16. Am.a DWALL AVENUE NE p nAmx. . ruM _ ,. _ _ _ _.? • w 0001.O>n>m91. q' litx __,_ ° _ -._r _ - u 641 En9AEr'n t 1300. CTTRT' nA lfo,.xc-..„.„: 1////� = nAsmeT �nAED9.la Sun 'A' mx n MT = GENERAL NOTES: - 0 SEE ul GM..E MOWN COMM%MOTES a • • • •• ••, '1� '• it I_ SEE SEE 01.0 M 0MA SMx MOVAUREUTaTnx. • —0 M, Q i wl/E'DNEflETE DEMOLITION LIMOS nu APPROXIMATE. V -OW O I a MDErtwx AMAT1 ES rI�«STA SWAM FM10 L00.PRIOR TO SiA 9000.WSW nAE RL EMO'TO . CMEMACTOA SAUL NEATLY CUT MDCAP EnmHG MMOM1011 ll SYSTEM F HMG FNCOUNTOED WORM THE uMIrS INDICATED FOR n .EaE A 90E1.9RT m..., ,aJ I N MA 9FGx RBVAl ICLEAYNG AND GRD9MHG. I TAM I ' a EO FEM.SUMS SED.5.000(TNE LIMITS a NOW 00TO. PLAN ® DEMOLRION NOTES: Ap r ,.� 0 HIOMR 00110 FENCE. MAMAS ONTO ---- i A 0 0 wp EETwD MARMAM. M ANOMMD I _ OaC001,D, O xI nCN Tx M3"A TI 0J7..NE women o _.•�•........•. ...1 ... 4y _ -.r-I..': •' .... ..... ............ O9EMv mwGxu WPM, �.. . w 0 OTHERS). it N O REMOVE e«IARD POET 8 Is:, O REMOVE 00mm4E STMYCNM. QS _ _—._-_ _ 00 _ y n _ IEW —„�_r- _�_ �—_ -_ T—_ .__ M1 9 R MT.UMW POLE. DUVALL AVENUE NE $MMOv1 STORM EESmR RnAULmm a EN WATER M F0 MEOW CM9/NU MA MO GUT 0 a V Z O MEnmE MD FRORR T9EER1. a v1 T I O REMOVE OMEaELMATpx. _i lO3 RESOC.STF FNSTMG T4[PxMIE MIEMNFEDFD,mOMERE LL ORS MEOWS EMSTMG TEMxtlxE VAULT.m CMERS OSEE E Fp9RANNTREMOVM.IIDEREIOCATNNETNIx Ax05rwt PLAN 1;6 TWIN FEST eR30R1111 PICOT® MRE'"R"" ,...,.~- CONFORMED SET CITY OF RENTON OWALL AVE NE moR1 I. & _ MORme"r s �— SITE PREPARATION TMInMN �Fvm ra 1•RNm.91 ....p.p. 1 M IM•1 nM.. «TEunM.Eo.. -�� ME.F�gy,� STA 903.00 TO STA 913.00 WI: M M w r, F•: .��_ uN' ��I n,!!�_ 0..41(11 SHEET 30F9 City of Renton Field Directive No: 11 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By. Federal Aid No: N/A iniktimaji Amvi� TIB No: N/A �, Date: Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Supplement the longitudinal lane markings with Type 2 Raised Pavement Markings(RPMs) per WSDOT Standard Plan M-20.30-04. This change affects the lane line longitudinal markings with construction note 14 on the Drawings CH2 to CH4. Supplement the longitudinal left turn lane centerline markings with Type 2 Raised Pavement Markings(RPMs) per WSDOT Standard Plan M-20.40-03. This change affects the centerline longitudinal markings for the left turn lanes with construction note 13 on the Drawings CH2 to CH4. Supplement the longitudinal left turn lane wide lane markings with Type 2 Raised Pavement Markings(RPMs) per WSDOT Standard Plan M-20.40-03. This change affects the left turn white lane lines with construction note 6 on the Drawings CH2 to CH4. The quantity for BI A79 Raised Pavement Marker Type 2 is estimated to increase by 0.85 HD. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The approximate quantity increase for bid item A79 Raised Marker Type 2=0.85 HD @$350.00/HD=$297.50 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 10 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. TIB No: N/A Date: Construction Manager: Tani Stafford wenn 2022 .1101 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following changed work: Relocate Street Light L12(Bid Item A85)from Sta 906+10.3,47.8'RT to Sta 899+55,39.5'RT per plan revisions to sheets CH5,E2,E9 and E10. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The change is a no-cost change. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 9 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. ��� TIB No: N/A Date: Construction Manager: Tani Stafford 7/202210 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following additional work: Remove a triple maple at approximately Sta 895+23 RT in lieu of 1 each 12-inch maple tree at the this location The extra tree removal will be paid via a new contract item at the lump sum price based on the invoice recieved for a total of$3,339.00 Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The added work will be paid at a new contract item A102 Triple Tree Removal for the lump sum price of $3,339.00. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 8 - Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. 4„yrt TIB No: N/A Date: Construction Manager: Tani Stafford 2/16/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following additional work: Revise the storm pipe profile between CB No 2 and CB No 6 in order to avoid a conflict with an existing conduit, as shown on Plan Sheet SD1 and SD2 plan revisions,attached. The extra excavation will be paid via BI A28 Unsuitable Foundation Excavation Incl. Haul The imported natural CSTC for trench backfill will be paid via the new contract item identified in FWD No 5 @ $14.82/TN The additional riser materials needed for the CB No 3 and CB NO 5 will be paid via force account via BI A8 Resolution of Utility Conflicts. The quantity for BI A28 Unsuitable Foundation Excavation Incl.Haul does not need to be adjusted. The Proposal quantity is adequate. The estimated amount is 30 CY. The quantity for the natural CSTC for trench backfill is estimated to be 53 TN. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments:TBD. The approximate quantity for the new contract item for Natural CSTC for trench backfill in lieu of recycled trench backfill=53 TN @$14.82=$788.64 The quantity for BI A8 Resolution of Utility Conflicts for the added risers on CB 3 and CB 5 is TBD The approximate quantity for BI A28 Unsuitable Foundation Excavation is 30 CY @$60/CY=$1,800 A Change Order covering this Field Directive will follow immediately. Contractor Date GENERAL NOTES: / „ \ I. CONIIMCTOP SIMI HELD SENES ALL MST. MCan —i m N. 1 UTILITY LOCATIONS. - .LL NRNIDIIUR.T•NL0 MH S PER 5 S V. "' GRATH WALLNv GIMES PER CM STD ... _ z �_. .. H MANS IDL60D 101.20 UNLESS OTHFRNRN LI — — I- NOTED.SEE SWUM"EORRDanx3L O SUMP.WATER Nw"..MOM. DUVALL AVENUE NE Y SI I. SMOMALSTOW PIPE MM.SECTION OFTAN. MN6 c: — M_ a a]W — sFFcan RDMu11M.to. —4�— wY. 5 2.4 SALL' U�r5 SIN TO ixF RNrtRMTHF �fMl 0CS el• LDNMRip xll'CNP O� F O. PRON.SOW puN WV MOTETION.PNs CULVFN V1 CM SO MAN 116.30.EON IS NEW AND DOTING RES CALLED ON IN TN. _ .011/M2M,M.2. SHEETS.MAINTAIN 1111.2 PROTECTION UNTIL /1 -- - - = 11•Ifl i2-T PAVING AND ROAM .OPERATIONS NNE I l*�FR a , fT,PICAL NW,C ROSSNTA UTSIM liNTLiamaILMION `' OK�UWMINL Or ; Fo N ER TO 0.1.1,SHEET.10.@p NOTES: CATOMMON 1 PER 20.00 3 CONNECT..aMwwHADnitt . p 91. 9 Elp ©ale°FMK TRU RDRNDEIL,MTax UNIT $ 1 p CaxmFTE me-Toot COISTDMANz6os -- .... __.. Q CATCH BWNTYPE II PER CON WOMAN 610.ID 11 1 a O.1.6,N M:MR MNDMAN 01.e6 2 19 O N a He l IEs peeve., I b-veTllCy yRPRSNNO DoeRNrome Ex l2' __ A 110' OAP DIW e b D9es connote-bog • ._ --•--_.....01a 6Rp !TOM noNs end southnu0 GRADE Ai M:.5 1---:- - ..__ II le 5690NORf/M Sd.0Y.10/FT 1 11I- �_~_ IR. • eOM TYPE. . CMS TYPE i • I • NM ELrn LIU 6.01 NICM.net IL IE,,605 N 11,',MEI N.IN9501rM1a.C) .42016 WTI1l"ISI N it]1W Ili'.fl k GRADE 01 c uNL lrrPl • 1 ` 5 a a a a S N110 • r PROFILE HMP r-D NERT I r i ; CITY OF RENTON DWALLAVE NE Sal CONFORMED SET g ma. 02•00e w w222.220. STORM MAN AND PROFILE STA 891.50 TO STA 896.00 .0. Junta nan R MIS NN,arNx e. An . u us.s3aah ....,,,�, l UT SHEET 1 OF 13 sum.R. •=sl_ E • • GENERAL NOTES: I. CONTRAROR SHALL FIELD VERIFY.035311,4 LiTATTY LOC.., 2. ALL RECTAN.I.A CATCH BANN EMBUS AND ——————— GRATES SHALL BE VANED GRAM PER cox STD ———--—————— .LANs MAO AND 2a.2D UNLESS OTHERWISE y = S+,Rn i).ssUr, f S 2 aESINTUDIAGE Forts. SURFACE WATER T STA A9NAl SR'L CUFF — — — — — — — — — — — — — — rN TVRKK STOW PIPE SECTION — — N cot siD N.N220.2.3. Nw FF.. s �srA .(• _ — fa,N nA — 5. 5. s,RDcn,RF. E w THE CENTER of ME YSTA xn.u.s.s+rt —' o PROTECTION,PER MAINTAIN INLET PROTECTION U.I. sUn1.SSRT — — —S //j' j INLET NEW sExIN:Rxlff AND EXISTING STRUCTURES CALLED ON IN DEEM SHUTS 03 u,lr.l_ °— RTAs2WF,Ss.xTJ aia-i COMPLETE. •ow,r OPERATIONS ARE PAVING AND Ro W 7. DR TOM UNTO,CROSSINGS.EEDF2,N:, H F w2D.FxTLEATx«SEPARATION w 1 -- _____—_=_ L,wEENDNUTIES.NNOT8(ACHIEVEDINe. b" asOi unFO u ro OFTWL 2.vFFi Soso. F NOTES: gCO;NE TWE PERK TOTUE. 100.00 .I.MUNE TREE BOX xIOENTRATIONUNIT I PIAN .WIN TYPEPM COR STO WM 2w.m p SC.IMMO $ wi wr • • • • • f :....... _ ;. _---- — :- -- fl6ilxO Gx.OF MOMEFF WIEOFAT SCw4Y i PROP.Oa.M.E �b��n OAMM,T D AT (-UNE .) MEDIAN C AM(TM ,baF 1Y1R.1 STELO AN • • • I` s,.FxM. Wf.w. DACE TYPE Off y '� CM 544. I MA MEN. -Rs xx.EL419.Sf 4 RARfIMLT» rlf 4H2A F•A2R l00111r. 11r..4 1E0HAR TOTED ." 9RA9F AT r PROPOSED GRADE 4iCOW y TNIE'a o F/// +1 IFH2...:w I 1 artnr.El 1 c 1 (vinxG GDAtt — - RIM .1.74 O .. . ,. ! sroUxNliru 1 R� SS 33 :X ig R8 " 8N lCF YR 2- 35 33 R3 �! M4_ NFWO *MO *NM NNWW.® WO �� PROFILE PROFILE '•,, HORt fair, PM: GU DE PUT CITY OF RENTON DUVALL AVE NE SD2 Vs _ ".....a._ CONFORMED SET Furor g' .,„,A,• �Jf_ 'uy n.wEow.w.nN,,,w, STORM PLAN AND PROFILEERA STA_a._ STA 89AR00 TO STA 898.50 ��_m� AwxxA ,[VIIIDYDMIDDII n ,.. wrt *W„Y,.N,eLwp2 re SHEET i OF 1a b City of Renton Field Directive No: 7 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. �, ins TIB No: N/A Date: Construction Manager: Tani Stafford 2/14/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following additional work: 1. Revise the cement concrete retaining walls that are to be constructed per Section 1 on sheet WD1 to include an additional thickness in the wall footing as shown on revision 1 to sheet WD1 dated 2/7/22 2. Measurement and Payment for Cement Concrete Sidewalks and Conc. Class 4000 for Retaining Walls will be changed as follows: A new contract item for Conc.Class 4000 for Retaining Wall with Sidewalk Footing will be added to the Contract by change order. The measurement for this new contract item will be by the square area of top of exposed sidewalk together with the exposed face of the adjoining wall,for those sidewalk/wall combinations for wall sections 1 and 2 on sheet WD1. Payment for"Conc.Class 4000 for Retaining Wall with Sidewalk Footing"shall include all costs in connection with furnishing and installing the retaining wall and sidewalk footing,excavation,foundation preparation,forms, form liners,furnishing and placing concrete, rebar,curing, protecting,surface finish,joints,expansion joint material,footing drains, pigmented sealer,anti-graffiti coating,sidewalk curing agent,sidewalk transitions, barricades,end sections, protecting the work from damage until accepted by the Contract Agency and all Work described in Section 6-11 and 8-14 of the Contract Provisions needed for a complete wall and sidewalk footing combination.The approximate quantity is 1,130 SY. The quantity for BI A82 Cement Conc.Sidewalk will be reduced by approximately 900 SY. The quantity for BI A42 Conc.Class 4000 for Retaining Wall 3A will be reduced by approximately 217 SY. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments:TBD. A new contract item for Cement Conc.Sidewalk with Wall will be added to the Contract by change order. The quantity for BI A82 Cement Conc.Sidewalk will be reduced by approx. 900 SY @ $60/SY=- $54,000 The quantity for BI A42 Conc.Class 4000 for Retaining Wall 3A will be reduced by approximately 217 SY@ $200/SY=-$43,400.00 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 6 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CG 20 065 ;�� � By: Federal Aid No: N/A TIB No: N/A , Date: Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following additional work: 1. Expand the grinding and overlay limits at the NE 9th Street/Duvall Ave NE intersection as shown on the plan revision dated 2-15-22 for sheet RD4 and SP2. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: The added cost for the additional grind will be paid via BI A36 Planing Bituminous Pavement at$7.00/SY for approx 305 SY=$2,135 The added cost for the additional overlay will be paid via BI A37 HMA Cl. 1/2 In.PG 64-22 at$103.00/TN for approx 35 TN=$3,605 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 5 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By (+ Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford 2/4/2022 The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following additional work: 1. Furnish and install natural crushed surfacing top course for storm trench backfill in lieu of recycled crushed surfacing top course for trench backfill in the Work Zone C areas or where directed by the Engineer. 2. Furnish and operate additional equipment to control and remove water from the construction zone in work Zone C or where directed by the Engineer,to include a 2014 Freightliner water truck and minimal use of an excavator to dig hole for the sump for a pump and to add a second pump to pump water to the water truck. The Engineer to authorize the location and duration of this work Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Increase in cost is TBD: The added cost for the water truck,second pump and excavator to be tracked by force account methods. The added cost to furnish the natural crushed rock in lieu of recycled crushed rock for the trench backfill will be paid at a new contract item at$14.82/TN. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 4A Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 Federal Aid No: N/A By. isI TIB No: N/A Date: EffrA Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to do the following additional work: 1. Furnish and install 3 Catch Basin Type 1 Structures and approximately 80 LF of 12-inch diameter polypropylene storm pipe at the intersection of NE 9th Street and Duvall Avenue NE, in the vicinity of Sta 900+00 RT, per Plan Revision SD3-022422. The pipe will be installed with less cover than recommended by the pipe manufacturer per the City's direction. 2.Connect the added improvements to CB No 7 3. Perform additional pavement removal and curb and gutter removal 4.Construct additional pavement repair and curb and gutter The additional work will be paid using the following bid items: Bid Item A24: Removing Cement Conc Curb-15 LF Bid Item A25: Removing Asphalt Conc Pavement-80 SY Bid Item A35:Crushed Surfacing Top Course-13 TN Bid Item A37: HMA CI 1/2 In. PG 64-22-35 TN Bid Item A44: Polyporpylene Storm Sewer Pipe 12 In. Diam.-120 LF Bid Item A50:Catch basin Type 1-3EA Bid Item A73:Cement Conc Traffic Curb and Gutter-15 LF Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Increase in cost is $17,450 Bid Item Description Quantity Unit Unit Price Estimated A22 Removing 15-LF _ 510.00' 5150.00 A25 Removing 80 SY $25.00' $2,000.00 _. A35 Crushed 13 TN $40.00 $520.00 A37 HMA Cl.1/2" - 35 TN $103.00 $3,605.00 A44 Polypropylene 120 LF $55.00 $6,600.00 A50 Catch Basin 3'EA $1,400.00 $4,200.00 A73 Cement Conc. 15 LF $25.00 $375.00' Estimated Bid Item Cost $17,450.00 A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 3 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 By: Federal Aid No: N/A TIB No: N/A Date: Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to increase the length of the anchor bolts for the luminaire poles to 62"long and the anchor bolts for the relocated Type III pole to 66" long. The anchor bolts shall be installed so that 12"of the anchor bolt are exposed above the foundation. After pole installation,the anchor bolts shall be cut and field painted(Bid Item A85). Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments:Increase in cost is TBD. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 2 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG 20 065 �.= Federal Aid No: N/A It By. TIB No: N/A r Date: Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to furnish and install the following in the control cabinet assembly:a 12-port wall mounted fiberoptic termination panel with loaded duplex single-mode SC coupler plates and splice tray. (Bid Item A85)The panel shall be a Corning SPH-01P with (1)CCH-CP12-59 coupler plate.This is in lieu of the LC coupler plate called for in S.P.9-29.13(10)A. Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Increase in cost is TBD. A Change Order covering this Field Directive will follow immediately. Contractor Date City of Renton Field Directive No: 1 Project Name: Duvall Ave NE Contractor: Reed Trucking and Excavating,Inc. Contract No: CAG-20-065 FNL'ima- By: federal Aid No: N/A N/A TIB No: N/A Date: NM. Construction Manager: Tani Stafford The following is documentation of the oral order given by the Resident Engineer per WSDOT Std Spec 1-04.4 The Contractor is directed to furnish and install Plastic Line in lieu of Paint Line(Bid Item A88)and Plastic Wide Lane Line in lieu of Painted Wide Lane Line(Bid Item A89). Rough Cost Estimate,WSDOT Construction Manual 1-04.4,Changes. Cost Adjustments: Increase in cost is TBD. A Change Order covering this Field Directive will follow immediately. Contractor Date