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Home My WebLink AboutCAG-20-065 - Duvall - Progress Payment 18 v71Washington State Department of Transportation Field Note Record (Sketch Grid) Book No. Page No. 158 Contract No. Station Line C/S CAG 20-065 Duvall Ave NE King County Staked By Date Work Started Work Completed 7/5/23 6/01/23 6/30/23 Calculated By Date Checked By Date Inspector's Signature Date MB 7/5/23 TLS 1/11/24 Deferrals = Remove deferal of$3,9J0 for filterra unit plants installed PP1 B.per physical acceptance • Basis of Material CAPS EntryInitials Item No. Item Group No p Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. • DOT Form 422-636 EF Revised 9/96 v71Washington State Department of importation, Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 157 Contract No. Station Line C/S CAG 20-065 King County Staked By • Date Work Started Work Completed 7/5/23 6/01/23 6/30/23 Calculated By Date C eck By Date Inspector's Signature Date MB 7/5/23 1/11/24 A85 - Elect ice System, Complete = 1(21.8%[In-tall light pole=oundation]+1.9%[Instal founda- tion for relocated fashing beacon pole]+1.3%[In-tall signal pole foundation]+0.2%[Reloca`e sig- na pole]+0.2%[Relocate-flashing beacon pole]+I.4%'Irstall concrete pad for service or. con- ! ■ AD. !_- - e _!• a .. 4.m0. - _ _ -e 9! • • stall conduit and boxes per trench foot]+9.7%[Su•contractors MOB -Totem]) + 0.7%[1.ot demo existing components] +30.8%[Insta I light std-&fi tune]+3.4%[Install system wire and termina- tions]+0.2%[Lot testing aid splicing]) = 100% to date- 99.88% prey= 0.12% this est mate A86- Permanent Sig ling = 100%for work com•leted = 100% to date - 97.5% prey= 2.5% this esti ate A88 Paint line subtract 7737 I F paid,previou' ly A121 Paint line - Final application add 7737 LF p-r CO 33 for the paint line refresh A82 Cement Conc. Sidewalk add 110.03 SY per field remcrsure email 7/27/23 Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. A85 Electrical System, 6/30/23 0.12% N/A Mg TLS 1 g Complete LS Calc A86 Permanent Signing 6/30/23 LS 2.5% N/A Calc MB TLS 18 A88 Paint line 6/30/23 LF -7737 TLS 18 A121 Paint line - Final appl 6/30/23 LF 7737 TLS 18 A82 Cement Conc. SW 7/27/23 SY 110.03 TLS 18 DOT Form 422-636 EF Revised 9/96 Am WAIII Washington State Department of Transportation Field Note Record (Sketch Grid) Renton - Duvall Avenue NE Book No. Page No. 156 Contract No. Station Line C/S CAG 20-065 King County Staked By Date Work Started Work Completed 7/5/23 6/01/23 6/30/23 Calculated By 1 Date Checke By Date Inspector's Signature Date MB 7/5/23 _..0,4b;;, 1/18/24 A66 - Seeding, Fert lizing, and Mulching 107.70 SY 112.88 SY 2550SY 95 50 SY 33 33 SY 450.00 SY 1100SY 507.11 SY 390.66 SY Total = 1733.68 SY Al3 - Other TC Labor 6/21 - 6.5HR Al2 - Flaggers 6/23 - 4.0HR 6/21 -2HR 7/18 - 8.5HR 7/19 - 1.5HR /119 - I.5HR 7/20 -2 HR — 7/20 -6 HR A17 - Sequential Arrow Sign 7/21 - 1HR. 7/21 - 6 HR 6/21 -8.5HR 9/5 - 8 HR . 9/5 - 0.5 -IR 6/23 -4.0 H R 9/6 -6.5hr 9/6 - 0.5 -1R 7/18 - 8.5HR 9/7 - 7.5 HR 9/7 - 0.5 IR 7/19 - 9_ HP 9/8 7HR 9/8 - 05HR Total = 30 -IR 9/11 -8 HR 9/12 - 9.5HR 9/12 - 1.5HR 9/13 - 9 H1-‹ 9/13 - 1 HR Tctal = 62 HR Total = 43 H R Group Basis of Material CAPS Entry Initials Item No. Item No. Date Unit Quantity RAMS No. Acceptance No. Post OK Est.No. 12 Flaggers 6/30/23 HR 62 TCL MB TLS 18 13 Other Traffic Control 6/30/23 HR 43 TCL MB TLS 18 Labor 17 Sequential Arrow 6/30/23 HR 29.5 TCL MB TLS 18 66 Seeding, Fertilizing, 6/30/23 SY 1733.68 Visual MB TLS 18 and Mulching DOT Form 422-636 EF Revised 9/96 I I LEGEND: COSTING TREES TO REMAM — Z \��— —— NLTTRPA SYSTEM ........ (REF.50 SHEETS) 3 PLANT LEGEND: S o o DOGWOOD --_ W STSTARDOM�� - •002.00 093.09 V N _wM~ g f�/.)- STAR MAGNOLIA EN DU. AVENU - - — -- I-1 ct _ _ co A00T_ ..+,eo,. VARIEGATED MAIDEN GRASS -, _ RBLA ,�. . " •- w••......... .mot.';.......... ....... __-._-_____.- 'e^ AOTSWOODPOTENNL r(ooi1 :1. I- 0 STELLA DEMO DAL— ..-. IO:LSET'RFDIWIG I I 5 x 19SY 9�y/9- I ' 2'W X 5� ?•L- ••. •..- -..-.- f.':•.. .1 MEo1TFRRANEAN HEATH z I J I I 2 X 508=1016/9=112.88 SY J - ' MT.VERNON IM1REl PLAN E\ —--- -- HYDILOSEED LAWN-]" ® DFPTH IVPRDVED TDPSOII 0 20 40 > NOTES: 0 m Q 1. ALL WORK SHALL BEOF PERFORMED TO w THE W ERS REPRESENTATIVE/OWNER T THE IV OWNER'S REPRESENTATNE/OWNER. O 2 NO PLANT MATERIAL n _ SUBSTITUTIONS SHALLRI —————— E N PERMITTED WITHOUT PRIOR OL DO ^-- — -- ------ --------------------- APPROVAL.SEE SHEET l56 FOR H 1- GENERAL PLANT EODS,DETAILS,IL Lu Iu u z UT 3 LANDSCAPE BEDS SHALL RECEIVE IA Lu DEPTH ED _ - Lu H AREAS [PROPOSED ANPSOIL ALIND INCYDIDENTAL) C 1 '11OOU - - '-` DUVALL AVENUE NE N SHALL RECEIVE 2-DEPTH TOPSOIL ' '.-- TAOOE7•�_ O % _ - 011P01 901+00 902M0 '.: 0 4. OROSEE BLENDED BD SHALLITo ADJACENT EXISTING — T — � 00 • 1I0:1 01 LANDSCAPE - Q In 4 ______ _ _________, _ _ z lis. ;-) \ g � r rWX430'L 2 X 430=860/9=95.5 SYJ // j PLAN y - Z I I _ SCALEREFEET Eli) - lam = I I aD 40 4-5'W X 46'L-0^ 5X46=230/9=25.5SYJ LS1-101122 . wi ct ODAWN SURVEYED' y DES CITY OF RENTON DUVALL AVE NE RMRINGNO L51 `~ _• PORES WRWE DEBARMENT IIIDxCT NO 114/17936 �- `A °6 Parametrix CONFORMED SET "'aP0 fA1 N ON IEUA°IO LEO c.BY PLANTING PLAN 1 RF126-REVISE HATCH TLS 10/22 IRF�M6OFOR m161RUCTION EALF RAxRl mull nwR: OW BY 'is''�1_ BEGIN PROJECT TO STA 902.50 Nlrul Mv®NnsarinN I n'Mr DATE ,.a, •R•I+uuvnwsasaw —•---•.- •' M` I"-k` SHEET 1 Of 9 ROE"°. n°E'. I LEGEND: 1 I I Delete Synthetic Turf DOING TREES TO REIANN I \ FILTERRA SYSTEM IINOTC0MPLETED -- s'- Y -7 ---- / —-- _ PLANT LEGEND: . } - i. m L • t STAI8IG10 DOGwtx;i, NI �J DUVALL AVENUE NE uWi STAR MAGNOLIA un { bK60'6. i..C. bH .1 ' NOSM0 906.00 _ _ B07M0 ' Nl'_=t100Th• OO.O.It•- t""" rn - - Q O VARIEGATED MAIDEN GRASS_ w 4 _...___.'— O+ ABBOTSWOOD POTENTIUA Z / t-....'02:01"'___—TN- �.N 9rtm G Ste ,.,rF ill! \ ♦._,'— Q 0 RTBSEY REDTWW 2 X 430=86019=95.5 SY �t�--3'W X 100'L \ +=1 = .'`// �_3 MFDNFRMNEAN HEATH - 2'WX430'L 3X100=300/9=33.33SY� S • I MT.VERNON LAUREL -_ Continued from sheet 1 "' PLAN z � ::•::• = SCALE IN FEET _4 � MO SYNTHETICTURF 0__ 20 40 EiL P3T HYDROSEEO LAWN-2" OR/ROO SSII DEPTH APPROVED TOPSOIL Delete Synthetic Turf f/OTa 1. FEL WORK SHALL BE PERFORMED TO 9 X 450=4050/9=450 SY TIE SATISFACTION OF THE L( 4.5 X 22=99/9=11 SY OWNERS REPRESENTATIVE/OWNER. 9'W X 45O'L ___ _. 2. NO PLANT MATERIAL —h 4.5'W X 22 SUBSTITUTIONS SMALL BE - - - IN PERMITTED WITHOUT PRIOR ........ .. V::VI•�:h::::.....`:::::.. .-.- --... Y� ....... ... l LS6 FO __ .........:1 .......:........ :f . 1. I.B DETAILS,8R ................. ..........:........................... ............................ APPflWAL.SEES ............. ....w. A. A.. ..:1.. • ••4'• •. F PLANT SCNEDVIEHE 0 GENERAL NOTES m N Q -----_�----- TOP SOIL tel 3 LANDSCAPE BEDS SHALL RECEIVEE2• W VI - im ARETHAS TOPSOILOS ALL ED DINCI EED TAL) an er V.aBV�vY► YY��IBr��"YYA'�timisp— � �YY��Yw. Y IL B,q NB I NOON �V 'c-�caa _ILaa""x"r IC�;f' .'aVsr lOi`:7 aLL. zc uwt1;0.0,If :u"''Vm'-x l:C.b f `1C :! g 6. HYDflS06EEUN51YLL1 SMOOTE 2'DEPTH H Nc �i ^-'-.Y."FM e011 _-_e5 $' �JOO�� H 200(1 W.FE.F/O0A� 'ODO 0O.LT FR/OOET ' 6'IJ00, .:•:-NOM• .i BLENDED INTO ADJACENT EXISTING -- - "_ - _ _ _�v 6 OM g.W<r ►��PA��A WW� ' OI LANDSCAPE N r in IN DUVALL AVE t E NE = . . z 6 2 Dead Trees and 6 Dead s Landscqptplants noted / J_ J f PLAN SCALE IN FEET 0 20 40 LS2-020323 +`jw.°, R1.4 u ffi n CITY OF RENTON DUVALLAVE NE DININI .. LS2 AUI N FO. CS DSB ADESKA ocs T" reTaRw WS EEPFRO&N"I ACT 214T0ME '2 FWD 32-DELETE TURF TLS 02/23 a J' MCI PArametnx CONFORMED APPROVED PUN NPNPNa I L L_- _ _ - APPR Fdovsnurr. 1 RFI 26 RR.W HAIN ITS Ian f `gt .% P..WE uAc °^'^•�„ � STA 902+50 TO$TA 913.00 run: NUM NMrRRt NMI..DealnuN t n 1 FIT I nn Y"_ ...s. ERr:vwuITTYRe.aso.R •�'-••- nln.1/r2.I21 SHEET 2 OF 9 slm"R. Es a 91 LEGEND: ry _ 9�WX450'L EXISTING TREES TO RENWNBI . .__ F- 9 X 450=405019=450 SY "------_? FILTERRA RS EM (REF.SO SHEER) FM PLANT_LEGEND: '^ Continued from sheet 2 TOP SOIL .r. --� E • i STARLIGHT DOGWOOD o "- - DUVALL AVENUE NE_ �¢y lam!/ 4+ x -� ._' 188:3IYBiB. i �_- - ab MO""- 9U.00 ,_ ,,,�, MMW MEW I MI m STAR MAGNOIUA In Z Z _ _ - - - - -. -- - - --___ _ _ ? O' VARIEGATED MAIDEN GRASS Uf___ ____.__ _ F9I — "_ - ____" .. O+ ABBOTSWOOO POTENTLU 0 STELLA Irmo[Av.. 7 X 652=4564/9=507.11 SY 4 xrT u ;{:ra1.0 O RUSK REo ww D - - - ---7.WX652'L _ - PLAN E:: 1 MMXTERRANLAN HU. SCALE M FEET I_1 0 20 RO Q4BIA .'VERSION LAUREL- - \I r SMOTMTR L NM ,MPLETED N2DRaEL9EBuwN-r St,, DE/TFIAAROVFOIOPSpI W aA ' Z > BA NOTES: o. W a - - NOTCOMPL-E- y — — AuWORK SEuuBE PERFORMED To �.4.u�: - ------ T+__ �� "' '�!W THE SATISFACTION OE THE 7t - - - N OWNER'S REPRESENTATIVE/OWNER 8X586=3516/9=390.66SY • / o r IAATE(UAL P _ \`_ 6'W X 586'L 2 SUBSTRNUTION4SHALLBE W _ Frl RENAMED WITHOUT PRIOR ^ cn cn R -- APPROVAL SEE SHEET LSE FOR C»00 II _ _ 920M0 921M0 a PLANT SCHEDULE.DETAllS,6 _. -- — - WWI MI GENERAL NOTES. r — w in -� _.-_-... W _ _ 3. LANDSCAPE BEDS SHAD.RKEIVE 12' Z _ """- DUVALL AVENUE NE Z DEPTH TOPSOIL ALL HDIROsuD -� AREAS(PROPOSED MID INCIDENTAL) u i— Continued from upper profile. \ — SHALL RECEIVE 2'DEPTH TOPSOIL. 1- 7 x 652=4564/9=507 11 SY TH — g HYDROSEED SHALL BF •I�..�. -. - ,I1( II II I\ I II 2 4 BLENDED INTO ADJACENT j — :.i.. �Yt M-i-#iFn _ _——_.. _ "�__ `(/I _`• LANDSCAPE PLAN SCALE IN FEET = I2R 20 0 20 40 LS3-101122 Y1R2 0141.NAM° T arnrux RENTON AVE NE GNAWING RD. LS3 :leta c aRAWRn. osR CITY OF RENTON rRDxc«D 242T)E06 }' D6 Parametrix CONFORMED SETMISt S. oRa Rr: An. Tuac TRATION PLANTING PLAN 111.11 WE NAB. ,1 RFI 26-REVISE HATCH I I S 10/22 /, , n,' s My t 0 eT __ _ uATr 2�L1 STA 913+00 TO STA 923+00 MAC�. M a 94 ramp RLvuuW ocsannx a� Aar T TO ..d•'A ...., F0L:Pu2L4LTnasuaw —�— �,11 i1'� SHEET 3 Of 9 „ ... en w _ l' 6'W X 58w6'L on S eet 3 8231.SS 92644 927•BB 928+00 W w- - i DUVALL AVENUE NE LA Al 4. Z.- — E' _ PLAN _ SCALE IN FEET --' I- 0 20 10 2 LEGEND: NOTES: a I L. ALL WORK SHALL BE PERFORMED TOFi EXISTING TREES iO REMAIN THE SATISFACTION OF THE \ ' �r;� ” OWNER'S REPRESENTATIVE/OWNER. \ 2 NO PLANT MATENAL o RLTEPRA SYSTEM SUBSTITUTIONS SWILL BE ` 4 OE (RE F.SD SXEETSI PERMITTED WITHOUT PRIOR APPROV\ / PLANT SCAHEDULL SEE E,DETAILS,&HEET LSE 1 R N \ PLANT LEGEND: a NOT COMPLETED t GENERAL NOTES. m \\ — .. -..__.- STARUGHT DOGWOOD 3 pEWiT1TOPSO1Al BEDS�lALMYDIIO IIVE EDl2 / �` \ ��,�,ff AREAS(PROPOSED AND INCIDENTAL) v N - SHAH RECEIVE 2"DEPTH TOPSOIL tSTAR MAGNOLIA a HYDROSEE O SHALL BE SMOOTH N __ -___ _.__ BLENDED INTO ADJACENT EXISTING o LANDSCAPE OVARIEGATED MAIDEN GRASS m ..._-___.__ __ _... ._. _ .... _. .... ... O ABBOTSWOOD POTENTIUA T. v 01 STEW D'ORO DAYULY O KELSEY REDTWIG DOGWOOD E,.,......1 MEDITERRANEAN HEATH 3 DUVALL AVENUE NE .':''""? Mr VERNON LAUREL NMSYNTHETICTURF SR+BB — — 62!SO — _ — — HYDROSEED LAWN-2" � — �. E SEE RESTORATION AREA IN It REVISED PLANT MATERIAL LIST ON PERSIAN PAPAOTIA 158 PLANT GROUPINGS OF 5 1 OF 44. SCHEDULE C PLAN EACH PLANT SPECIES DISPERSED EVENLY THROUGH AREA O SCALE IN FEET C,H w.I .Lw.I SAS D02 ��v-A A. A`/L�I A.�LS4-10 1 1 GL i a lIPAu aFsuEWALRRESTORATIV111%Tw EoseRR mew +,NA 4T� SWAYED CITY OF RENTON DUVALL AVE NE o w o L54 IBM'+L 2 -Landscape xRssroRATox s I FC.f Wf OM 10/22 = a EW.Cf,• °MO er: o5B IER /� CONFORMED SET Pusuc YroRla lxrARTNOM "ALA n 3 RR!28-Landscape hatch I{TLS 10/22; �k Aix PESIsx! n1111=311 TRANsvUCTIORNPn•INDN NPwoNo. C AUMIIIER1 Re. I BY I An I MN .... ERLCL Er. Lw .....,...,�. L,h AIYW)oeP FOAwNsmucnun PLANTING PLAN DOD 3R&2Rx1 y ,,. „sR STA 923+00 TO END AND BEGIN TO STA 52+60 MEET NO �c,g `EJy�L t WM SHEET 4 OF KM DISCOMDx Tani Stafford From: Tani Stafford <tstafford@g-o.com> Sent: Thursday,July 27, 2023 1:41 PM To: 'Tiffani Barquist' Subject: RE: Duvall Ave NE - CSI Missing Quantities Got it....The City field inspector has measured 2002 SY for sidewalk per that draft PP 18 and of that 1061.3 SY looks to have been next to a wall. I have this breakout for sidewalk from the walkthrough with the City, some of it noted "with wall" -Tani City of Renton Duvall Avenue NE G&O Job Number 20593 Quantity Back Check Progress Payment No 18 Date: 5/31/23 end of project Bid Item FNR Pg. Bid Item Name Date Quantity Unit No No. 3 A82 Cement Conc. Sidewalk 1 Near 4th 68.70 3 SW No Wall 7th to 9th - East 140.10 SW w Wall 7th to 9th - East w wall 376.30 9th to 10th - Eastside 188.10 L 9th to 10th - Eastside w wall 208.90 10th to 12th Eastside 100.70 3 10th to 12th Eastside w wall 388.10 l Sunset to 12th Westside 341.90 3 12th to 10th Westside 19.90 5 10th to 9th Westside 76.60 7 10th to 9th SW west side WS with wall 88.00 3 9th to 8th West 2.30 8th to 7th West 2.40 SY L Project Total 2002.00 SY Previously Paid through PP 17 -1891.97 SY 3 PP 18 Total 110.03 SY Tani Stafford, P.E. 1206.284.0860 office 1206-498-2888 cell 1206.283.3206 fax Gray&Osborne,Inc. l 1130 Rainier Avenue South,Suite 300,Seattle, WA, 98144 1 . . . .. ,. ,art►..,,, „....... �I Please consider the environment before printing this email. Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne,Inc.in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne,Inc.assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. From:Tiffani Barquist [mailto:tbarquist@reedtrucking.com] Sent:Thursday,July 27, 2023 11:48 AM To: 'Tani Stafford' <tstafford@g-o.com> Cc: 'Michael Ballard' <mballard@g-o.com> Subject: RE: Duvall Ave NE-CSI Missing Quantities I think the confusion is because they want to be paid per SY. So they are showing a total of 1003.2 SY. Thanks, REEDC. TRUCKING & EXCAVATING "EXCELLENCE IN CIVIL CONSTRUCTION SINCE I99d' Tiffani Barquist 253.841.4837-Office From:Tani Stafford [mailto:tstafford@g-o.com] Sent:Thursday,July 27, 2023 11:45 AM To:Tiffani Barquist<tbarquist@reedtrucking.com> Cc: 'Michael Ballard' <mballard@g-o.com> Subject: RE: Duvall Ave NE-CSI Missing Quantities Tiffani—here is what we have for 19-A105 and 9-A105 Sidewalk-Wall Footing—1,553.6 LF what is their quantity?Tani PP14 25 LF PP13 584.60 LF PP12 0 LF PP11 0 LF PP10 0 LF PP 09 10 LF PP 08 134 LF PP 07 O LF PPO6 0 LF PPO5 800 LF 2 . . PPO5 478 Change Order No 9 479 A105 Sidewalk-Wall Footing 480 3 4/14/2022 481 5 4/20/2022 482 Total 483 PPO8 Zit 29 Change bider Nn.8 30 AIM Sidewalk-Wall Footing 31 48 7/25/2022 32 Total 33 PPO9 38 , Change Order No.,8 39 A105 Sidewalk-Wall Footing 40 56 8/2/2022 10.00 IF 41 Total. 10.00 LF 42 44 Change Order No.9, PP13 4 5 . Change order No. 8 L6 A105 Sidewalk-Wall Footing 104 12/7/2022 584.60 LF Le Total 584.60 LF .9 1 Change order'No.9 PP14 3 51 32 Change Order No. 8 33 A105 Sidewalk-Wall Footing 54 110 1/30/2023 25.00 LF 35 Total 25.00 LF 56 57 38 Change Order No. 9 Tani Stafford, P.E. l 206.284.0860 office 1206-498-2888 cell 1206.283.3206 fax Gray&Osborne,Inc. l 1130 Rainier Avenue South,Suite 300,Seattle, WA, 98144 f .. limio Please consider the environment before printing this email. Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne,Inc.in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne,Inc.assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. From:Tiffani Barquist [mailto:tbarquist@reedtrucking.com] Sent:Thursday,July 27, 2023 10:55 AM To: 'Tani Stafford'<tstafford@g-o.com> Subject: RE: Duvall Ave NE-CSI Missing Quantities Tani, I think the only discrepancy we have vs.CSI is the Wall Footing measurement. Can you please send me what you have for the LF of the Wall Footing? Thank you, REED TRUCKING S EXCAVATING .EXCELLENCE IN CIVIL CONSTRUCTION SINCE '.'r, Tiffani Barquist 253.841..4837—Office From:Tani Stafford [mailto:tstafford@g-o.com] Sent:Tuesday,July 25, 2023 3:29 PM To:Tiffani Barquist<tbarquistPreedtrucking.com> Subject: RE: Duvall Ave NE-CSI Missing Quantities 4 Hi Tiffani -here is the draft Final PP18 so far, it includes the payment of another 110.03 SY for bid item 26-A82 Cement Conc.Sidewalk, based on the walk through between CSI and the City inspector.Added to this will be traffic control items to do with the punch list work and TBD....the City has requested some quotes to review for some of the items such as street light top caps, L12 coupling for leveling nuts,and curb ramp ped curb removal at NW corner of 12th and Duvall. See email 7/19/23.Thx Tani Tani Stafford, P.E. 1 206.284.0860 office 1206-498-2888 cell 1206.283.3206 fax Gray&Osborne,Inc. 11130 Rainier Avenue South,Suite 300,Seattle, WA, 98144 fir► —43 ipso Please consider the environment before printing this email. Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc.in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne,Inc.assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. From:Tiffani Barquist [mailto:tbarquist@reedtrucking.com] Sent:Tuesday,July 25, 2023 3:14 PM To: 'Tani Stafford' <tstafford@g-o.com> Subject: Duvall Ave NE-CSI Missing Quantities Tani, Can you please take a look at the attachments?Concrete Services is claiming they were short paid and the quantities show on the measurements they took with the city a couple weeks ago. Can you please take a look and verify you are going to be adding these on the next pay app? Thank you, REED.. TRUCKING & EXCAVATING 'EXCELLENCE IN CIVIL CONSTRUCTION SINCE 1998" Tiffani Barquist 253.841.4837—Office 5 • NOTES: O CONSTRUCT CEMENT CONC.DRNEWAY ENTRANCE SEE DW 1 SHEETS. 1 — O CONSTRUCT CEMENT CONC SIDEWALK PER Ca PLA N 102. \\ — — -Ll 0 CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER PER 1 COR STD PLAN 101. \\ I102305-9303 I / O CONSTRUCT CEMENT CONE.PEDESTRIAN CURB PER COR STD \ \ � �% PLAN 101. CEMENT CONC TRAFFIC CURB PER COR STD N. ADJUST JUNCTION -ION 0 CONSTRUCT --SIDEWALK REPAIR AS A t _ BOX TO GRADE _ PUN 101. ///..." NEEDED,SEE SHEET S09 _ -- - C O6 CONSTRUR CEMENT CONC.CURB RAMP TYPE PARAl1ELA ++"•�+"'•'.....•..•�.... • .........i i i�t PER WSDOT STD PLAN F-40.1243. ...ti:''.�-..-.-. ...•..::.-.:': ::. / / / 4 // • O CONSTRUCT DI ON PER ENT CONCOT O PLAN F-CD.1�CURB RAMP TYPE SINGLE ifilr.. ............. �_ ,h qq,, f' R.Th'i --r-- - • 9E O CONSTRUCT THICKENED EDGE AT BACK OF SIDEWALK PER _-_ Y tw:� �.: E. +•-� DETAIL 2,SHEET RDI0. /� ADP ® , /A `1 9p NOT USED. STA SM83.6. / �/ 00 3E.0'T �� '� -STA5N26.0, STA52.53.7, �' CONSTRUCT CAST-IN NACE WALL PER SHEET BEGINAir 31.A'LT 3A.1'LT MATCH EXISTING — END 2 3 END 0 ADJUST CATCH BASIN. = STA SO.R9.S,� 4I0,.yee/41.44? •Y. . . 1 MATCH COSTING MATCH EXISTING 0 ADJUST MANHOLE. 3TH DNM I- 33 AD .e.Ib 9 S '`+F) O SEE SHEET DWI 13 ADJUST VALVE BOX. sr O Ap / ( \\\\\ STA 52ME.3, .4 ii /9 i s ��w. DUVALL AVENUE NE 34.3IT Z 4 w i 14i:b{y//q_qi 2 7^R No restoration 11 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RCM. Cr+^41-M4/9'2't 3 5F rip. CONSTRUCT CEMENT CONC CURB RAMP TYPE PARALLEL& 4.n 24• 11e/v.I3 9 y D-LINE , performed 15 PER CONSTRUCT WSDO STD PLAN CONC CUR 243. 50+50 $. 4.U ESI/9•i S../ LR.B9 \..- 61E09 !NN _..-- --..... S1I __ I _-_ --�__ _ I -_- -t--- I OC W03NNSTRUCTCAST-IN-PLACEWAU PER SHEETS WD2 AND 11,164.-d4. ER/OWE 7M 9+`lAd . i,s.y}T.IW15 5/1,(L3.9-yF, k<4'Mil 2.1 _- a)INSTALL MONUMENT CASE AND COVER. T,/3.lint.L .71E ______ 0 SEE SHEET ELO FOR SIDEWALK DETAIL. A S,l•f s_Nf}.f�-.4S� PLAN CONSTRUCT S'XSSI6 THICK CONCRETE PAD AROUND I.•4`3{/Q_.'2Ls9r _ SCALE IN FEET 9 HYDRANT PER COR STD PLAN 310.1,SEE WA SHEETS J.s F I6+q. ,92',, e�� LEGEND: S.s.'f144•/P6I,/q=I'e' -—— -RIGHT-OF-WAY — — — TEMPORARY CONS/RUCION EASEMENT 9^' -io- SllNaiN Y6.,. '5 5 A S?s NJ/4 ',y sv r -J CEMENT CONC.SIDEWALK kY k1.311[i,41 ,5Y CUSS 000 LEMENTCONC. Y yY' 'IE t'S K" SIDEWALKA /DRNEWAYENTRANCE Y1 rND 9,-: ken"I/0/4..f.S.sy -.-.. ..-_....._NMACL S'j`PG 60-22 WITH FULL DEPTH --. I RECYCLED PAVEMENT rj /A HMACLW PG 6422 DRIVEWAY LANDSCAPE AREA-SEE LANDSCAPE PLANS \\\\\HMA CI PG 64-22 FULL DEPTH • Y////7HATAayPG64-222'MINER 141779046 M./ SURVEYED: .WN - CITY OF RENTON DUVAU.AVE NE ...I No.1 RD1 d o PI.IAE WOWS W.MIWXI it° ° D15 Parametrix CONFORMED SET K"MS1ORf""OMgNS10M PLAN AND PROFILE fFeMOMO CHUG BY . wAmsmcIKW r q, �_ uTr-7� BEGIN TO STA 52.60 DATE HS DM -•^ •-: sr. I SHEET I OF IO •ED ND. LT a 9E ,,.Mw„ lit or,.r ICA _ _ rr .11 "^ File.vwuv>sonsaD e.F �-» _ -. - NOTES: • , \)// I I O CONSTRUCT CEMENT CONS DRIVEWAY ENTRANCE SEE OW II- I SHEETS. S I O CONSTRUCT CEMENT CONS SIDEWALK PER COR STD PLAN L 8 / co- 102. / Z O CONSTRUCTQMENT CONC.TRAFFIC CURB AND GUTTER PER —y, . —A� 0 mRSTD PLAN 101. H- O CONSTRUCT CEMENT CONC PEDESTRIAN CURB PER COR STD CURBING ACTOR TO REMOVE AND REINSTALL COSTING W CURBING WITH 3'BREAKS.CONTRACTOR TO W PLAN 101. COORDINATE REE WITHIG PRIOR TO INSTALLATIONTOROTT. AND = O5 CONSTRUCT CEMENT CONC.TRAFFIC CURB PER CUR STD SALVAGE REMAINING CURBING TO THE h IJ J LI PLAN 101. DUVALL AVENUE NE CLINE O6 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL A �� 892RM f bNM -PC STA 893118.FM 0 PER WSDOT STD PUW F40.12-03. -�- STA 893+18.6, f O CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F-40.16.03. STA 091+B9.1, 2 3 SEE SHEET GR2O 2 3 375'PC OSEE SHEET G0.2 00 F OCANS7RIlCT THICKENED EDGE AT BACK OF SIDEWALK PER ry-1Ar- -. -y-� 1i�� 'W DETAIL 2,SHEET R010. �SII1LI� 'y L �� - L /�" O NOT USED. 14 =4,. __�' WOIfiL 7............ .... �0)CONSTRUCT CAST-INELACE WALL PER SHEET lit I c -'-- Fs -_ ' ©ADJUST CATCH BASIN. i/ KK�T�� O 0 ADJUST MANHOLE. �. 4AI 10 STA +O.1. I/. -i O ESHEETGRI I �' O ADJUST VALVE BOX. ' 1 BEGIN 'HIGH WALL = O11 CONSTRUCT CENTER MEDIAN PER DETAIL I,SEE SHEET RD10. I "�� 2 I I I O PERCONSTRUCT WSDOT STD PLNN NC.CUR RAMP TYPE PARALLEL B. zI A N00-IE00/q (0,,,/IV_V*4 sfNw E• I I A b o 4(Ij..2 I O CONSTRUCT CAST-IN-PEACE WALL PER SHEETS W02 AND WD3. A.J{ . / Wr K 1.44 Tr+s 9=as K++J sw.b. CI INSTALL MONUMENT CASE AND COVER. v A 41 -144/4, LP,'sr 0 SEE SHEET ESO FOR SIDEWALK DETAIL HO' -A 20 r 114/9-Y 13.S Sy -- , VA' CONSTRUCT s'XSx6•THICK CONCRETE PAD AROUND w A 4•L 11`y-3-3 Sy 19 HYDRANT PER CUR STD PLAN 310.1,SEE WAA SHEETS, I LEGEND: A40oIG w/A A11 fir.qr- ea.{ -———-RIGHT-Of-WAY •1 A 1:1/=I8J4 9/9-IL3 9 sy — — TEMPORARY CONSTRUCTION EASEMENT 4- Iii/4s- K -t7 ,y CEMENT CONC.SIDEWALK ID Its , ?h'7,4 17- 1333 - C1A55ADDDCEMENTconc. 430' „'` Pi/4- 2.7sp' RRfr 4 .`jSIDEWALK/DRIVEWAYENTRANCE 'A.N 4 Is•__ —NM110.W'PG 64-22 WITH FULL DEPTH EXISTING GRAD RECYCLED PAVEMENT . e.f4.5 9 = 2, - �l1HMA0.wPG6A-22DRIVEWAY//�I...........ID- IR eaAA.* ...--LANDSCAPE AREA-SEE LANDSCAPE PLANS 9 7( S.2.P V.14'3 S HMACLSPG64-22FULLDEPTH ROADWAY NO40 � ,.. HN0.5'LPG64-222'MINOV t le; ..�50(4 <50 sy �. CI.NE I-rt'I ', .1 4 :2 1161.00 802.00 093+00 664600 PROFILE NORM 1••20' VERT:1•M' .N y"-RJ> 'N' DUVALL AVE NE A*RRR ND. R02 - ,, �AwN... : CITY OF RENTON �/` ¢\>. ROARfl� on CONFORMED SET PLLINYWOONKST1...11UN NRANCTND 21+1T19M9 r' ': oaa NV: An TOR COMM/M.vw .I PLAN AND PROFILE ND NA MA OK STA 891+50 TO STA 894+00 NA MU 511FLT ND. 1A Of 94 NI..IUR REVISION DESCRI ION RV U ...I,. �,,.,, HU.wuumNMAPa.A ^� w -. � RAre71K H SHEET 2 OF 10 NOTES_ CONSTRUCT CEMENTCONC.DRNEWAY ENTRANCE SEE OW I I O SHEETS. L -s_---�- -- I 9 I I 0 CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN •..L ' __---_-__---� - 0 CONSTRUCT N CONC.TRAFFIC AND GUTTER PER COR STDTD PLAN 1D1 101TRAFFICTRAFFIC CURB STA 895+08.0, 14 MOLT O/ CONSTRUCTR CEMENT CONC.PEDESTRIAN CURB PER COR STD PT RUNE-1 DUVALL AVENUE NE O y PT STA 895 14 36 \ T�11♦� -�\\i SEA .Q 0.0 OS CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD I.� - ..-�a • _) "... ='BMf80-- _ r PC 5TA B97.29.11 PT CS PLAN 101. = STA 895.S4R4T,- .��, _: _ __ .-�. ,- O CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL R I ,B9 r7� -_; _ - m PER WSDOT STD PUN F 40.12-03. Z - ' '• ti O] CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE Ln r ''t. T- - DETAIL 2, ET_— H--e_.mod. _ P �f E -- -F�� _f _ - ..�P_ ` I O9 NOT USED. STA 895.10A ----- ---- -Al� Q CONSTRUCTCAST-IN-0IACE WALL PER SHEET' •• 111/STA H9N10.0 END 2'BEGINHIGH HIGH WALL ND 33''M GH WALL�.O --END 1.5'HGGH WAU. ,�A ST A S ©ADJUST CATCH BASIN. N ' END 1 5'HIGH WAU BEGIN LS'HIGH WALL , BEGIN 1'HIGH WALL O STA SEA 897170 I FEmA m ILIAU s- -' y ©ADJUST MANHOLE. ' L BEGIN 1'HIGH WALL •y rn TA 894 35 0 �r,�, Y O O O ADJUST VALVE BOR CE ,c Ifb Lx40/9-4V?�"Y(�-1Y��bwe A Q Q}6 ♦9 /q 2 ty / _ I S 4 U CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET R010. +JI R1 /q 2.S jr mow_ S� I143765-014Di p43765-01501 4 O DO=4si/W.9E,3 sy A"s4„"'A I I O PER CONSTRUCT STD PLAN F-40.1 CEMENT[ONG 2-03..RAMP TYPE PARAl1EL B. 1'w4 9i•TAV/94 Zt.3sy -SW . G-F 20• I'M/B-I's.3 Ay __ I I O CONSTRUCT CAST-IN-PLACESHEETS WALL FEB SHEETS WOO AND t N.S 62T/9•U 3 9y MAN- WD3. SCALE IN FEET fp M/ALL MONUMENT CASE AND COVER �Il1�•P1k w/wAL1 7K-N'0,4_ ii= U'S p ?3-s i+Oc 5/9-IG':I 9.y 0 20 40 0 SEE SHEET EIO FOR SIDEWALK DETAIL. 650 A 4- I1_2 1 y . ME19 CONSTRUCT 5'K5'86'THICK CONCRETE PAD AROUND T9 A 1•Of•(.7 5 y HYDRANT PER CDR STD PUN 310 1,SEE WA SHEETS. 05A/Js ' 147.5'if--M7r LEGEND: V n-I jq(Q•Z 7-5i/ -----BIGHT-OF-WAY SAS•Y9-?�F =Y,2 y/ • - EA.'5 A Aa/5,17' - TEMPORARY CONSTRUCTION EASEMENT I,-4,c tie{•/t'rV/9 =IW y I CEMENT CONC SIDEWALK _9* -10- -j.P,YIN [0,4644 ._ CLASS 4000CEMENT CONC. S'S E S Y s 2j�;l•' f..$s7 - - - - MESIOEWALK/DPNEWAY ENTRANCE F[{93•�n/1; y' I, 5, L_-._ -._-J HMA CT RERQED PA EMEMWRH FULL DEPTH 4, RNO :Sg0f�6�q 5;,I PROPOSED H •PG64-22DBwfw•Y L- - I _�Ar:3-, 1$ •' 's‘'I' GRADE�. GRADE AT CAINE ��/////�� MAu APPROACH • MP) M SEA119Bx07.79 LANDSCAPE AREA-SEE LANDSCAPE PLANS EL4431.63 ..•..... . PVI STA 895.08.21 I `\\\`\HMA ROADWAY•PG 64-22 FULL DEPTH '-Q=429.20 DIME 430' T PM SEA MIN33A0 4311. 1"////1 HIM CL 48•PG 64-22 Y MIN 01 E14431.19 MATING GRADE AT MISTING GRACE AT PROPOSED GRADE AT PW STA 895.OBA0 [-SINE(TM E14211.70 C-WIE MEI CLINE ITYP) ¢ T I 894400 MNxOS ONO WAN MOO 890090 PROFILE HMG:1',20' VERT:1•4' SURVEYED: N ILA l4• DUVALL AVE NE f6ND. RD3 4a d ®M o - DRAWN DR CID CITY OF RENTON IIMM1 ,?r3` a OEM.St CONFORMED SET PUFUCWWWLENfRILIENN naRa 10 2141773W3 TRANSPORTATIONION 1EDAONoDAT . -- / oRala: AD AIMION COMM.. PLAN AND PROFILE iED FED MU Pow, mem. n��.,•I. AEYlsxw wIIEWE DN x. ,EU DAFT •,„,,, 4Et F �2, STA 89SHEE TO SFA898t50 IRE:w1uTJ9PA3.Aor� .r'. -___ OAYE:A^. � SHEET3Of 30 SMUT MO. II OF 91 NOTES: 1 1 CON RRUCT CEMENT CONC DRIVEWAY ENTRANCE SEE DW priOIAe01n FH As / SNItII 104em 0 CONSTRUCT CEMENT CONC SIDEWALK PER COP STD PLAN 102. O3 CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER PER 19 COR STD PLAN 101 __ N -e __ ,_ -O O6 CONSTRUCT CEMENT CONC PEDESTRIAN CURB PER COR STD l'JI ._.- _ "_• PUN 101. STA 900+25.0.0.0T _ -'-'a' `-3 "a+ -` m EL=a33.OD END OF CROwN �\STA 900.50.0,0.0'T- + SO CONSTRUCT CEMENT CONC TRAFFIC CURB PER COR STD - - 1 E1=433.21 -- -1 CZ STA 899E75.0.0.07 ,�. + STA 902.125, •- • PUN 101. I- EL=432.58 \ STA 900.JSC Op'T 14 0.0'T W .•r s334"3 �_- �_ _�__ W O6 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL _ .. - -" - 01 PER WSDOT STD PUN F.4012.03. W ,\CLINE- J , O __ OBBE00 _ _ _ ,"L- WOAD,' L-r. _ 1 A'1E00 _ _ 902E00 ...•.'.'.'.•.•... '.903 + 000NSTRUCT CEMENT CONC CURB RAMP TYPE SINGLE DIRECTION A PER WSDOT STD PLAN F•40.16-03. Or IO PT STA 899E24.21J EL=432.I9 ;"'"' g000NSTRUCTTHCKENEDEDGEACKOF SDEWALKPER JDUVALLAVENUENE / �4i.1.1""""/' /`/ O NOT USED a�" ��'- STA 900+18.0 32.5'RT E1=433 16 I //-oC +/'II EL=43333.OS CONSTRUCT[AST-IN-PUCE WALL PER SHEET W - - 1 . m ADJUST CATCH BASIN _ - +-v '''v'l 560, 2 ©ADJUST REIKNXWE EE SHE GPI f 3Y,pl� OIL! 39.0'RT U ]p STA 899.300 / a STA 900E18.8, STA 900E43.7, ENO T HIGH WALL BEGIN O END O F E- 65.291 32.5'RT ADJUST VALVE BOX NL __ 39.0'Rt / 1 ABS IV END 2 3 BEGIN 2 3 STA 900E95.0, 10 /pi/EI 111.I'/I"BI 39.0'Ri O 14 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD1p. �-�- 7�57,a1'V ( I I 19 BEGIN!'HIGH WALL O U S t 46 ,416.4 1- t 3 `1 '[��- 8 . CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B. I IZ�' � /� OPER WSDOi STD PUN F401203. (p.r KI D II STA 900E10.9, 1143765-02301 ALA A'/ -:E'/(+ `y II I T74.1'RT ( ICrS, BEGIN 2 3 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND SF 3'-(-S/r� • /.} 5� �� I I OWD3. Yt<4-it 1.]_a?Y ?'f PLAN = SoS-1+4�/.1- 2 Y 1 4 SCALES 0 INSTALL MONUMENT CASE AND COVER. . IN FEET I.5 0 20 40 0 SEE SHEET EIO FOR SIDEWALK DETAIL. 450' -IOJh�RAM CA}^S4 d� .�- 11.I _- - CONSTRUCTS'%5'%6'THICK CONCRETE PAD AROUND OHYDRANT PER[OR STO PUN 3301,SEE WASHEETS 5 K S1 Llf/T+3( 77y e LEGEND: P. _ 44.1(1is�' Z :_.. • • __---RIGHT-OF-WAY - 1' __-- ! •• e --_- - ._.-� - - - TEMPORARY CONSTRUCTION EASEMENT • a S3 S 811 J111SJq '4.t Se_I m CEMENT CONC.SIDEWALK o - NI"'- }Pj'ry 8.. '� 'E+ • i S CEMENT CONC. µ8 ER DRY ��y= },� - g o �g _440 E 1 CI WµW/DIWEWAY ENTRANCE °'�o < _____. --P0.0POSE0 GRADE A; -- F2N'110':Ix.$sy 4:7 '" CURE TSP - y� S m .. • ✓S 1 a W a ' I PVIDTA 902E3271� - RECYCLED PAVEMENT WITH FULL DEPTH El 434.95 u '1* 5161lwlk 141..4.11 11'$ ` r� HMA CLJ/x"PG 64-22 DRIVEWAY ////////�APPROACH k •s,I Ewe•�h.�K/� . ,.ss. �.4 -- - ,C A f.e'/.E1Pr.y/4=Sy -'..• O85__%_.__ • LANDSCAPE AREA•HULANDSCAPEPUNS 11A4-yV9 -H i S< <- _J8`_4 iII `�4. ._--- PVI STA 902.11.50 EXISTING GRADE AT-J HMA CL%.PG 6A-22 FULL DEPTH r f_O V. .1.'f/1 -4.Z I EL-434.45 CLINE ITYP) 4:+.'ROADWAY t 470'f - -- -----t-------� I '430' r////1 HMACL `PG64-222-MIN OVI • a • DUSTING GRADE AT I • PROPOSED GRADE AT 1 < • .... ..... CAINE{TM _. _ CLINE _. . ( i ) I T I I r �% 8 "a "a$ _ :ell Z' 3 III Q 1 i --- SE 0011E50 $90E00 900.00 901.00 902.00 90340 4. 0 PROFILE HOBO 1'=20' i VERT 1"=4' i OVERLAY ANO FULL DEVTN IJW CHANGER RDADWAY TA EAUR O. 02TS1x C SURVEYED: DRAWL PRDPDR PRDFIEr:cHAncm *pYe 'ozlsv a�uNt�c oaAwi+n. CITY OF RENTON DUVALL AVE NE (50- ROW ED CONFORMED SET DD WORKS DEPARTMENT PROIECI NO. 1131319015 ) _ DFSpNRv: 1RANYaTA05950 SAD NO acu n: PLAN AND PROFILE APPROVED MI CONSTRUCTION sr�l0il n„ ..i� AROI MGR Cuc STA 898+50 TO STA 901.00 THINNER REVD.DESCNPTKW RE An RATE iO'" ,,...,„ Nu Pu3u1/7R45-110.aw -=--- BT. DADSHEET 4 OF 10 RAND. _)0_DF SE_ I NOTES: I i i I O CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW 9 STA 905+65 1, STA 90W 17 J1, 1 I STA 906+53.1, ® I I•..i I ENO LT 2 3 102505-9112 380'LT 46 OLT I �STA 903+71.0 O END ' END1 XIGH WALL END i � 0 O I O2 100N5TRUR CEMENT CONC SIDEWALK PER COR STD PLAN STA 903+61.0, STA 905+36 0,-, I 10 38,0'L7 I BEGIN IS HIGH WALL ///��STA904+220.0 19 / 380'LT 4 SEE SHEET GP3 3 CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER PER C _- 4 _- / ENS'HIWAIL 8.0'LT a /�t R 25' BEGIN l'HIGH WALL -T- -- s ry ` O BEGII. _�� ; ` \y STA 906+54.4," --'-* . _.o-_.o. O COR STD PLAN 101 3 to v, ryl. .- �__. - -,�AYRaa�i'.41`NS I � T- 43.4Ll - 2 �9 CONSTRUCT CEMENT CONC.PEDESTRIAN CURB PER CDR STD VV Ervl, PLAN 101 �6- •._ - :.F- T T / .>m11' -. :-•. r•� w Y = STA 903+26.1, STA 903+56.2, Yv/ / �� .!�� % Mom- STA 905+99.7. N O CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD H TM sv Ta ___c BEGI LT©©.. 315LT©© �_ _a -. s`: ..� -.. ®. 32.8'LT� ...+ L O MAN 101 TM 'e - ' 6 PERWTR T CEMENT CON 1CUR 313 RAMP TYPE PARALLEL F00 - _ , _ .-, CLINE 903+00 O�PC Y �] CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE ^�^`,p _1'' 3 '�.PI TA z1 ` '� DIRECTION A PER WSDOT STD PLAN F-AU 16-03 m m ." . .. ........ 5TA903.9fi.z, DUVALL AVENUE NE STA9°5+96 -. PI STA 906E _ ® 08 00., END__�--. BEGIN _. ,' x -Q O DETAIL 2,SHEETD OED EDGE AT BACO Of SIDEWALK PER h z ® © uz'J {,. - NOT USED. _ _ -___ - __ I,,L��vv - -- --------- CONSTRUCT CAST-IN-PLACE WAIL PER SHEETW orgi --- - L`s R //�� .�-•- 0 ADJUST CATCH BASIN Q �.., ©?©12.5 P[- '� ��\ , 1%.ao• Un 1. *)*(7-5/� a ADJUST MANHOLE. ST ram' I y#s�.1FrN �` a j0}E ?!±t<LR'.jk/ "-' (7/ ' _ 2D �q }} L3 ADJUST VALVE BOX 39 A ItO,.VOOfH-44 ?Sy! Sx/7 u 5 7-.- 6-1 'r 1 L7L I 9 - (75//• 0 CONSTRUCT CENTER MEDIAN PER DETAIL I,SEE SHEET RDIO. 2O.E A 5 Vf 9l �/ 40 c Eyfa 1 S1f \ W "S { _ 12�5 n 1L(1 �" " !.�{T GR4 F , '` '0 A 1G $7 S(9 OZ S �5r1 L$ CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL B, V 3 7<0"/4 s 7�y a woII O.S4 I �H (' /4 5 ' 1 i o 4 IQJ, j18 4/ 2//q9 fr �Ts7) OPER WSDOTS DP AT/F 40.12-03. w/ r IS}1= Bc'/ -. 9M. y2�•�4w �.v c 2 3 .: y W II I{ it.s`4`,.'s`' �� NSTRUCTCAST-IN-PLACE WALL PER SHEETSWD2 AND 4-t 4 9 V 0A S�wF 7�7 5 I I k:z N F I; IL 9 5/) co r A f ` 2Tf 3 s 9 3 f's/�7 ( I 6 2. +,.�.� I / - 13.3 Sf7 TX 4 '2Lt/1 2-7 5EV. '. 1, Al�(0.7 q I L'W( (51,1 INSTALL MONUMENT CASE AND COVER. w 4 4 2. fZi(R -2 3 sy/ SIC 3 = I5/9=f.7 sy I yl?=1 /H = is-3 s�j75 )} I•- f >('2(g S(9'7V./Sy(Isl) SEE SHEET EIO FOR SIDEWALK DETAIL - --- f `-_-- _- / CONSTRUCT S%5'%6"TXN:K CONCRETE PAD AROUND 9,Y6e•akx- W(W,L0 7w- QAA'I 10 .74 ✓ 4"{0.,i- a it 5 I !F1 fa t Rj2 {Pf 9 s 3 -y 9 „,(ggR PERCOR;TD PLAN310.1,SEE WASHEETS. s 1- - L+t75.5/,1 I(a3 `7 4yY89 3( ? � 1 4 '43 N-? U•!A }` 5 g_41` / (1 r, .I / LEGEND: o r . 3 A-'T'{f s'Si'7-.L/4 s 4 2. y/ ----- RIGHT-OF-WAY :v A 4= ZFjq 2.1-Sy 151 A?-B.. (.0f 7( -"I 2' �.S t N 2D-Ljr of ?i -f .-.-._ b - - - TEMPORARY CONSTRUCTION EASEMENT C. i *f5 WM.i.1 3y 0 1 si7 2.e 41 -15.3 54 L 42 x 46�{ -2 r .. e G=j /C 7/S /, �'.6-- $sSr '0 %11 iI/$.5/1` 1'j 6'� 4 gd ;4411" 3.714 5', I• - •I CEMENT CONC.SIDEWALK a' "t0 4 Lt ' 2411 - 2 I sy _ - �•e 5..1, H 5`t=4[}.4/41 -44 f : s c�1I!-0, <5/)4/Al •L�.S gy CIA554000 CEMENT CONC. r7n h -(4l4 7.'fr S`,pI - ,3 ry _! __. 4 4: 55,1/'i=2 3,� f- �•, '-.'- ISIDEWAIKIDRIVEWAYENTRANCE 7 e 1R-5/-! 7-2.5Y / �Y 5_� a-.7L2 8 . 'i', - ?W , HMACL D"PG64-22 WITH FULL DEPTH :- 4. '2.3 0..a= _RECYCLE PAVEMENT o �.0 M1 • t,.74¢(oj> lobs/9 ';i(8 .l 54z3r11S(k :f23sy ' _? zs, t7,s14z (-4s N ,i 1 54$ (9 ,5 r// /A AMA CL H PG 64-22 DRIVEWAY • 445' Q - -.,_ f0-t2'L'' SfZtc wclk IM f w4l -g'S' i._...- K- 22.5/T 2- I APPROA w 1 eh 10 . ft(yp;IIG CAfK'� S-S A,i40 =3 F�I 0.78% 5 LANDSCAPE AREA-SEE LANDSCAPE PLANS S " 1 yy I0 �+ �'S Y S•7•: .�Ja `L7.l�SF 5 Q A 9-'E, AAA • .. 64-22 FULL DEPTH gN2 /4 - 2 T Y 2 S OH_5% lit to-s'2J 91-7 'f194 3 s 8-6-4F �9 31,�!Q .Y ---- f _._-. 1--. _---_ -_.__- C-VNE P ROADWAY N PG I 4 940 7 //3 y I. EXISTING GRADES AAINE PTI C L NO P,GRADE AT ROPO 1 RADE S1 H-HMA CL "PG 64-22 2"MIN OVE •4?5 50 s9 s �, 43, -- -� i 1_ 142a a "al il * i § �l406 Itl gl 9 a F.0 r,m a m :,m 8 1 .....-. 903+00 904+00 505+00 906+00 907+00 908+04 PROFILE ;Fr. NORM 1•=2D' VERT:1•.' MONUNENO LOGT.N REVISED DVS O+D+m SURVEYED: RDS CITY OF RENTON DUVALL AVE NE ND No DRAVIN BR CONFORMED SET PUBLIC YONFS DEPARTMENT PROJECT NO na77045 s - MM. '• - _ TRANSPORTATION DIVISION E NO. Parametrix APPROVED FOR CONSTRUCTION PLAN AND PROFILE D D E`. cxECx N RD STA 903H00 TO STA 908H00 CARE REr No �a , NUMBER RLVRIDN MERE/OPTION BY API. DATE , ,,., ERE'PU11R177900540.BNR Z•�-'+,-' ' I. DATE. SHEET 50F 10 5 e.pre55e0 care end NOTES: Der for Drn End Trak Orb end �Iocebm toISSfTA End temp q RNA - per coR 104 2.Ste edge J CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW Stu 908.80 64 LTLam, Gutter 4&911.12.96 911490 eneK t )1 906.3664LT to SCE °are Traig I 1 T,OeOn temp HMA 1 corS and SHEETS. VI i Cab Ironton •r•.t653 LT - ed edge 'ler Ste 911.7290 LT ; 0 I \ / ( J O CONSTRUCT CEMENT CONC.SIDEWALK PER CON STD PLAN Pk 102. - LM ...._..��... -..... .... .=.�1- .:... ........ ___ __ _ '-" ^. W 3 CONSTRUCT CEMENT CONC TRAFFIC CURB AND GUTTER PER _ - - _ IIILLL COR STD PUN 101 121 STA 906+36.1, _909.Y DI♦ PLAN 101. MATCH NG STA)3.66.p STA1909E �� ````_ Sf.CLINE O�53 W OI CONSTRIICf CEMENT CONC.PEDESTRIAN CURB PER COR STD p� - Q AP A O CONSTRUCT CEMENT CONC TRAFFIC CURB PER COR STD Os - lOBR00 - _ ".._010R00 •. T:MNM'.:..:.:.:.:.......:.....' .- {12 ..:.....:...:.... - .tl.g PLAN 101. f Q PI STA 90nH5.31J R=53•-- '. . ... '.......... •... ......':.-::.' .____ .__.^__.___... _AN 02, OCONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL G DUVALL AVENUE NE b PI STA912.93.50 Of PER WSDOT STD PLAN F-40.12-03. _ u"I A O CONSTRUCT CEMENT CONC.CURB RAMP TYPE SINGLE .1 13 W 014461ION A PER WSDOT STD PUN F-40.16-03. Q B CONSTRUCT THICKENED EDGE AT BACK SIDEWALK PER DETAIL 2,SHEET RDIO. Q O NOT 115E0. STA 911.93.8,- CONSTRUCTCAST-IN-PUCE WALL PER SHEET 2 3 32S'Nf ` 4 s �' L�i= .1(7*1--� MATCH EXISTING ADJUST CATCH BASIN. �` V l _ O ADJUST MANHOLE. 4.5 9' 34419'3 7'r m akregaareN • %5/�' PLAN u ADJUST VALVE BOX . V A //� 9-Z sy her.,9Uo 00en1S - ) 5 (�s o1• ` erner tJo ifi wbk SCAE IN FEET �j //"(S( 0 ,0 40 1{ CONSTRUCT CENTER MEDIAN PE0.DETAIL 1,SEE SHEET RDIO 'a s 2K.bS[/'/ U 59Y L j - u CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL I. ('�A 5'= s}' 4 =Q-9 S�/..� ', • )PER WSDOT STD PLAN F-40.12-03. 1.5 r 1 0 Y0.5 9=- I 2 s y ati 16 CONSTRUCT CAST-IN-PLACE WALL PER SHEETS WD2 AND .3A(1 c 11.0 14;'A__. WD3. �j fZ3 '>(14-��q�rT 1.�' 1] INSTALL MONUMENT CASE AND COVER B"....4& �` (I/R s•3 1 ;:}'.. STA 1 VCPVI «9 18 SEE SHEET EIO FOR SIDEWALK DETAIL 450 ( __-. E1438.75' 4E0' CONSTRUCT 5115S6.THICK CONCRETE PAD AROUND AV - - y.7 y2 '4-S A 4:k =3'}174 F 4 2 y K•161.01 ryp 19 HYDRANT PER C00.STD PLAN 310.1,SEE WA SHEETS. - PNSTA 91242500 LEGEND: I A.T - 20 a1/R . S sy $ FL434.54' ___--RIGHT-OF-WAY 8-j< 1. 24 g K#p.63 - - A� %Z L S> 1;T 8, - TEMPORARY CONSTRUCTION EASEMENT S. F ,.g:33lU/9. 3 1 s� g rpA 1 8 Z t {e <t{0,q/At 1, w1 Cn CEMENT CONC SIDEWALK F r� ?B. =� S S�, -_ A909.12.57 anQ RA STA 911405.40^I & CLASS 4000 CEMENT CONC. 'f/°( -2'3 5/ 9,17 3 IVEWAYENTILWCE a9 __ _ _ 3W Jf EL437.05 ZA w 5`5� L SIOEWALK/DR tl5 't B yb.9M MA a PG6422 HFuuoEPTH . A.2. 5 s / .. _ _ I CYQED PAVEMENT •S,( B GNrF(9 f5 5y ___-__ 6433DRIVEWAY / H IC'S 12.T�j 2.0 • _ 1-- Lyn, J1,1 NMACL IV PG - Sy 7 �i�! ///iI APPROACH _._. _____ I ._ ..:I LANDSCAPE AREA-SEE LANDSCAPE PUNS 1 Ot h to l 2t h EXISTING GRADE AT ------- EWA a SS"PG 61-22 FUL1 DEPTH C-UNE(TYR) PROPOSED GR AT ROADWAY ADE 430' east C-UNE RYPI • QO• ///4NMA a3'{PG 6432I"MIN O\ • DUSTING GRADE AT-, PROPOSED GRADE AT C-UNE(TYP) 1( /Ci111E(TYP) \ ..g o^ P. nq ^'$ a $ ., M 4 5 '8 7A e : e g i; a& =; s5 /$ =a /f =t =i 3 /3 /•i /n 904.40 909.00 910400 61140 012.01 H3300 PROFILE HONE 1'=20. VERT:1'4' RD6-052622 9491414. CITY OF RENTON DuvALL AVE NE PMwxGNn RD6 ;4- �5 ,� PRAWN WN e. OvSp PM.wORRSINPARTMLNT PROJECT No. u.1T]9as < Parametrix CONFORMED SET141.044,19411,9. 4- t c"Ic"n. 11D uwwvcu rux co xucraN � PLAN ANO PROFILE FLO unu r� L 1 FWD NO 19-Scncd FIUTe9e Revisions - "4� IOOC�e Ilek Br. `"dd aTE:7�7 F STA 908100 TO STA 913a00 a4tl x0. Li u w fILa.,at MARLOR :v000UR I . I,A N I U„U, .• lit!PUIIRLnv 0S-RASE -•••_- I -- SHEET 6 OF 10 TRANSITION WEST SIDE CROSS I NOTES: SLOPE FROM-3%TO-2% ; END END TEMP HIM O THICK NED EDGE BEGIN CURB TRANSITION 917 80.63 SEE SHEET DW2 0 SHEETS. STA 915+60, CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE DW I BEGIN WEST SIDE CROSS BEGIN TEMP.HMA BEGIN 32.5'L7 STA 917+95.63.3 SLOPE TRANSITION TSTA 91ED EDGE 3 3251i STA OE914ASCROSS STA 91fi325'LT STA 7+2900 I8 , TRACT CEMENT CONC.SIDEWALK PER CDR STD PLAN END WEST SIDE 325'L W 2 71 ,' ` \ SLOPE TRANSITION 24; ",V 9131.9'LT 2 SD `, \ y'��I 'r -_ ,,- 0 CONSTRUCT CEMENT CONC.TRAFFIC CURB AND GUTTER MR S -_ _ -. t --___.- .•� ---�'- ¢-�.�}.- _ 'W COR STD PLAN 101 --_ / ,-_ lea^ •�"rR'�el'Wn-_- „T., 0 CONSTRUCT CEMENT CONC PEDESTRIAN CURB PER COR STD .... _- W PLAN 101. N DEPRESSED CURB AND GUTTER i Y + FOR DRIVEWAY PER COR 104.2 OS CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD w 11110 LA STA 915+tq 3, STA 91N86.63,12.5'L7 o PLAN 101. 8+OB .. 911W0 .'.''.." ~ y16Lp .:.. ®ENDlepion ® 918 01 ERWSDOTSTDPLANF-40.12-03. MPTYPE PARALLEL A LT To STA 917+04b3,32.5 L_ O6 CONSTRUCT CEMENT CONC CURB RA _- --� .. _ - _.- STA STA 0 STDRT+33.0, CONSTRUCT CEMENT CONC. 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'c • �.. ---- ai _ --STA914458.2, STA915+85.4, A 916+2`- --- ~ --.LULA �`� 'STA 917+33.0,43.8'RT AP J �_ �e�'�i �� 0e CONSTRUCT CAST-IN-PLACE WALL PER SHEETW STA 9 STA 914+27 4, - + ADJUST CATCH BASIN 38 REGAT 38.0'RT • END 2'HiGH WALL I BEGIN 3'HIGH WALL END 3'HIGH WALL END 4'HIGH WALL i/ \\ ADJUST MANHOLE BEGIN I'HIGMW� ` ,rill STA 916+79 d, STA 917+18.0, BEGIN 2'HIGH WALL STA 9I4+29.9, MATCH TOP OF SHAFT STA40.D R AP 40.S R 0.2, STA 9.ORT 8,- 01.O,CT \ 43.SRT AP STA 913+45.1,- 10 40.S1T LSTA 91N/27, 40.5'RT AP 40.5'RT AP 38.dRTAP END 2'HN3H WAL*•\ 12 0 ADJUST VALVE BOX. 38.0'RT I101305-92771 '� I 38.dRi SEE SHEET WDl STA916+42.7, STA916,-66.7,-t \ 1�Ai�5.0, 102305-9U81J 14 CONSTRUCT CENTER MEDIAN PER DEW.1,SEE SHEET RDIO. STA914+65.2, END I'HIGH WALL J BEGIN I'HIGH WALL SECTION A 38.0'RT WALL 41ORT AP STA 936+75 4,SEE SHEET WDl 38.D2' FOR WALL DETAILS SLDEONA END?'HIGFI WALL BEGIN 4'HIGH a1.0'RT `-S7A916M1.2, STA914R10.2, 000NSTRUCT CEMENT CON[.CURB RAMP TYPE PARALLEL B, FOR WALL DETAINS PROVIDE MA%IMUM �J END'-6••WAIL B40 EGIN PER WSDOT STD PLAN Fd0.12-03. 40.5'RT ---"'yO"" ROM 9fGIN]'HIGH WAIL AP 2* l6 CONSTRUCT UST-IN-PUCE WALL PER SHEETS WD2 AND $ _ . 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I:3e t XH 2/ 41 T �; ., SIDEWALK/ORIVEWAY ENTRANCE o PVI STA 913+0000 .°$ 4 +} !T' k. $ STA 913.35.3 R 5 F 14.4 zvi,-1-1,4 r a/ 2 -HNA CL 1/2"PG 64-22 WITH FULL DEPTH -233% ELM31.98 < �/ RECYCLED PAVEMENT Z � Sr HM4 Cl Si"PG 64-22 DRIVEWAY -- 194%' 6', < -['/.$- ; p 1////////APPROACH !,,. a x 6 -2 4 sue__ PUNS _ PW STA 985N0.09 j7 ^ ' 3 ---_--- aM2]XI o W A 5.6= (0�'I%3 7 LANDSCAPE AREA-SEE LANDSCAPE ----------- --- 4 A?•Ci <+5.'1 9 °14 s ..- .. . .LAN 5 I PROPOSED GRADE " C--LINE ryPEXLSTING RADE AT HMA a SIR'PG64-22 FULL DEPTH c C -.I ... ....... , L.K = 70.3f(Ni 2 3' ROADWAY _ ..... ______ _......... Al 8: 7S.EPa -' ?I-sU ;,. --_.-- _--- HMA a Si"PG64-222•MIN OVE 4 T !-. -TL 2 5; _ s 469(. ' 1-9 sf '•2,14% 8E(TYP) CLINE GRADE AT S A A C4a4 (4.9 S, 8 ( a MDE AT PROPOSED 2 KS 22-5/Q EXISTING C LIN 420. 10 1 Iry o r R w. K A a R15 4. 013W0 014400 915+00 PROFILE 916+00 817+00 81E000 "VERT 1 RD7-121322 i nvil NO Y4 SCHOOL FRONTAGEREYIBONA TLB B54R1 c-nuADYYTs. SW04140: '" WNLIRAO OUT RENS.AT FH DAB 1O]l21 a..a,;,.s DRAWN CITY OF RENTON DUVALL AVE NE BMWMOND. ' CO CONFORMED SET WOWS DEPARTMENTATMLNf FEOMONO. WNL NGN gfNBONS W'S tbtl?! �'. DESIGN BY: do TOLK OWSDEPpTMENAWN P4DRCT N0. 1L12T1W5 d -a _ 4- FM.. An PLAN AND PROFILE FF. APPROVED TON OIebINKIRRIDATE ', ,+v',-� I,�, STA 913400TO STA 91&00 SKIM NO AL.�I `a**I.E BP FILE:Puuun1wsRD.On BY. DOTE. SHEET 7 OF 10 � NUMNR REVISION DESCRIPTION BY AM. DATE ..�.», ^"fr'� Sr 91'+46.6, \ NOTES: CHURCH DWVN OTO STA 919N9]<,354'LT, 0 46.8'LT, 744'LT(0.1, 14 10 •► SEE SHEETOW2� AND THEN 6.3'NW I�END I 744'LT, ► STA HEETDW2 ALONG CURB RETURN \ 4\1i GIN O1 61697D-0095I I149450-0050I OCONSTRUCTCEMENT CONC.DRIVEWAY ENTRANCE SEE DW 32.5'LT END CUM TRANSITION I '''.I _ 69.2 \ HEER. OBDEPRESSEDDRIVEWAY CURB AND GUTTER • STA 9I9M635 �I.. �I• 59dLT, 0 CONSTRUCT CEMENT CONC.SIDEWALK PER CON STD PLAN 1.' FOR DRIVEWAY PER COR 1042 325LT+ PC C. (I I GROCERY BACK DWY-� STA 921+B53. 102. V SEE SHEET DW3 38.d17 STA 918.7135 325LT •�-L 1 . Q I \ ,^_ O K' I 1�;1 OSE fJ STA 921N3.9, BEGIN - - - O3 CONSTRURCEMENT CONC.TMFFIC CURB AND GUTTER PER TO STA 919r00.35,325 L7 \ �+ , Y SEE SHEET GR6 I- - �� ' - ��-I �` CON 570 PLAN l0l- w OEGIN CURB TRANSITION 1 $ ]_ P325L'V"'. ` _ pl OfpNSTRUCT CEMENTCONC.PEDESTRIAN CURB PER COR STD HSTA 918+65 35 �I 0 U'i.v.. P /' -'-" PLAN 101. TRANSITION 3S STA 919F29.6, III,R•25♦ e O END CURBT.RA, 3 STA 919.91.], - 325LT \'YN_t ._�_� LAN 101. 5 CONSTRUCT CEMENT CONC.TRAFFIC CURB PER COR STD p END CURB PANS 032.5'LT I = PONSTRU ct 32511 R=15 WATER MAIN TO BE N 6 CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLELA e•I DEPRESSED CURB AND GUTTER • 325LT L ABANDONED PER SP SHEETS 1 \ N O PER WSDOT STD PLAN F-40.12-03. Oi P S1A919°35.21 PT © 1 - FOR DRIVEWAY PER86.COR 5L3 Q STA 917+8G 63,32.5'lT 9tM00 \ ' - - 8 O CONSTRUCT CEMENT CONC.CURB NAMP TYPE SINGLE f 919+00 921+W _ DIRECTION A PER W500T STD PLAN FJO.I6N. H •5T 91:+04•3.. Sl .fBrR.+•F� - M + `9 rSIA 918.985 �. ��R•t• 'EALI'1® v.TA 919.91.)0 �jk*flt.� '1� w�•'� � '�jw Q. Og DETAILCoNSTRUCT,SHEETCKENED EDGE AT BACK OF SIDEWALK PER � S7A 918+78.0, 38.0Pi ® VP - - s�l^_ � ( y Q DETAIL 2,SHEET RDIO. 38.0'RT BEGIN 2'HIGH WALL f�pJ L1 ^ LJ ENp 2'NIGH WALL ' rJ•� R y L+ 0 NOT USED. nr:.. ✓Z.. •2- _ ST 919.55 9,-. .... __-- X i' IS T 5 • Z . CONSTRUCT CAST-IN-PLACE WAIL PER SHEET W �- ��I�y�Y1:611 P•'H EN-RT 0 -. )-5� $:- 1Z.4 S' Z. S V ._ V ADJUST CATCH BASIN. 11 E." 7 ` p I STA'wilifitig1 STA 918 42 7, '' , .-, • �p _ ADJUST MANHOLE. iiirvt END4'HIGHWALL I I I BEGIN2�HIGFLW EL $TA 919+339, !� \ CURB AIR 0TER00HDUDRE •'N N 5.�1 7./= �S/Z- 449 = .1-w .- ®ADJUST VALVE BOx. MATCH TOP OF 5TA918+40.2, A918+%.5, 41.011T. 10 o O ESHEEPAA AS NEEDED.SEE SHEF �•`F 3•�`q p/7 S /,�.p/C� -,.. 14 CONSTRUCT CENTER MEDIAN PER DETAIL],SEE SHEET RDIO. SIIAF'T 405'RT,AP 38'RT AP END 1'HIGH WA b J • CJ l I STA 918+29.9.-I STA 918.78.0, t 15 CONSTRUCT CEMENT CONC.CURB DAMP TYPE PARALLEL B, 40.5'RT,AP 43.8'RT,Al STA 919+25.8. E _ OPER WSDOT STD PLAN F40.12-03. J 38.1'PT,AP SEE SHEETSWALLDE WD2 END 2'HIGH WALL I 16 CONSTRUCT CAST.IN-PLACE WALL PER SHEETS WD2 AND SEE SHEET WDl AND W03 r "' 'D 11/ / ,r4- ,. a DETAILS FOR WALL DETAILS L TRANSITION WALL HEIGHT PLAN _ - - WD3. BEGIN ry FOR WALL DETAILS 102908I a FROM 2'TO 1' /� Q + .y INSTALL MONUMENT CASE AND COVER. m - I. SCALE® `. s A •.4 .1 C.,Il'h ' f'F s/r � P. ► 0 20 40 f _6.5/E 94'5 3e.'1'/'I Al.s S y -_ 0 SEE SHEET EIO FOR SIOEWAIK DETAIL. 430. S LZ 4 q.5% q� . r 9 - 5 5 'U y 0HYDRUCTT 5MN PER'C1(5OR'x6'T SrDH PICK CONCRETE AN 330 1 SEE WAPAO 5HEE S AROUND I , etI - $0/g - Q-9 4y (75i) LEGEND: RIGHT-0F4/AY A -.. 1 -. • ---_ - -.. ........ -.....__ - - - TEMPORAR+CONSTRUCTIDNEASEMENT • PVI STA 919+26 0D R'�` Wwfy4� �'✓14,...." 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LED CONFORMED SET Nwc wens LEES U+M.nr MOM rn. 21u�Ls SV RULE woo Rensiays MSF)l1YL 1` rY 64 _ SIGN Br-. TMNSFORIATION DMI!Dn MU AID ND. c. t. - DRrx^- AL_ Aro.ovcE LEAN+EOIIEOH PLAN AND PROFILE PRw 14r4c v�A__ STA 918+00 TO STA 923+00 DATE 03 ' NIFML FOA LR IRON DESCRIPTION FY APT. DATE r ,. HH:Pu)14L)nasxD.e.E -F- Rr. DATE:-- SHEET 8 OF 10 SPEET xD �Of i.. C NOTES: -GROCERY MAO 1S GROCERY N OWY 1 1B OS CONSTRUCT CEMENT CONC.DRIVEWAY ENTRANCE SEE OW SEE SHEET DW3 SEE SHEET DW4 14845E 00501 • 3231T TS STA K1.1, 323'1T6N5.8, LSIB970-00lY� 2 CONSTRUCT CEMENT CONC.SIDEWALK PER COR STD PLAN © — © O 102. 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CO 'I - 10 � 92531 R y arm a 926+T5 Repay A t0020 75 Ro.Ste 11 CONSTRUCT CENTER MEDIAN PER DETAIL 1,SEE SHEET RD10. L44... PLAN Pwernt 10 a .5i CONSTRUCT CEMENT CONC.CURB RAMP TYPE PARALLEL N. -S A *1IQ•9/� 1 1' S• SURE TIN FEFI_ ute The or noM-0w to N grew tl0 O PER 3 W500T STD PLAN F-10.12-03. '` p 20 40 line A ,S• •dk 1/1H'/� 5 �.. O CWD3ONSTRUCT CAST-W-PLACE WALL PER SHEETS WD2 AND W 16 5178. 6157114/1z S 5 5 " 17 d�ww /J �7 t' “ Qp_Ammi A��Lf,C INSTALL MONUMENT CASE AND COVER. 5 7('(� W/� • Q-!4 y/1 5 t I .._.. O SEE SHEET EIO FOR SLDEWAIJE DETAIL ` y s 2.•y by 420' 6 1 , ;0 Sit QV41 CONSTRUCT S'X S'X6•THICK CONCRETE PAD AROUND ,L .. - O HYDRANT PER COR STD KAN 310.I,SEE WA SHEETS. 0.A - Q N" �AY[c15A t}..•F �?i 4- 4 J4' LEGEND: -'l F 2 : I O.eQ/�} s ,.Z S y AF.J ,c_s_- .77 '1 4 sY RIGHT-OF-WAY X 1'2O r (BOO/-/ - L sr I- __. _ _....._ — — TEMPORARY CONSTRUCTION EASEMENT F [Lit,- _.J 1S 4•=l i 'g/1 y1 - __ t^. ,CLASS CEMENT CONC. __ 1w 1 l 'JI 410 -_ •5 A F s / •I 7 _ r _ __ f`'' 'I SIOEWAIK/DRNEWAY ENTRANCE - _ HMA CL L/j•PG 6422 WITH FULL DEPTH �O -�.�' �A(O. _._._ RECYCLED PAVEMENT !`" `.. /- 6/W WtN T. Sl/ (T�l�'� ___ FM A C.I. •PG 6422 DRIVEWAY S.5- x 4 L �, 92 ga t e4s.24 St %//////�APPROAOI E-y 6/.I_'q a.2 L:::>:?:.:::>.:I LANDSCAPE AREA-SEE LANDSCAPE PLANS Y. .~ _.._1h`NlAY f . _.. `�\,N HH ACL•PG 64-22 FULL DEPTH 400 ..! (O4l•.3 hM ..---._ EBB' rt:///]HMA CI;'j•PG 64-222•MIN OVI s . u EXISTING PROPOSED -- CAINEM' S / NEITI -17 05.Z Sy (SI - 1-5.s sy _.923+00 B0 929W0 j:'.. P> �2 f 02N Blr+W B7NB0 PROF! 3 HORI2:1•= "- VEKT:1•• _. SURVEYED d DMWN IN. OD CITY OF RENTON DUVALL AVE NE DMW%6w. RD9 ,` _ D..SY: D 99.01 MA VS KAM WORKS IIFPAATMEIR P4bECT NO u.... wFIF p�u ASCRIPTION WI Par�metriq CONFORMED SET ONSO"DON 0 HDADND. ouu WY AD PLAN AND PROFILE Y. .PlmvAlywcnNsreIATIDN STA 923+O0 TO END DAR ru 2021 .�,k 9Y Fat:PD2141maS.nrq DATE:2/r✓-I SHEET9 OF 10 SALT ND. 45 a 91 TO: FINANCE DIRECTOR Date: 01/18/2024, FROM: TRANSPORTATION DESIGN MANAGER • CONTRACTOR: Reed Trucking&Excavating,Inc. 2207 Inter Ave,Suite A,Puyallup,WA 98372 CONTRACT NO. CAG-20-065 ESTIMATE NO. 18 PROJECT: Duvall Ave NE Project 1. CONTRACTOR EARNINGS THIS ESTIMATE $ 28,410.49 2. SALES TAX @ 10.10% $ - 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $ 28,410.49 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $ 5,803,255.75 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE $ 28,410.49 6. SUBTOTAL-CONTRACTOR PAYMENTS $ 5,831,666.24 7. RETAINAGE ON PREVIOUS EARNINGS $ - 8. * RETAINAGE ON EARNINGS THIS ESTIMATE $ - 9. SUBTOTAL-RETAINAGE $ - 10. SALES TAX PREVIOUSLY PAID $ 46,996.22 11. SALES TAX DUE THIS ESTIMATE $ - 12. SUBTOTAL-SALES TAX $ 46,996.22 * Contractor has a retainage bond on file with the City,retainage=0% GRAND TOTAL: $ 5,878,662.46 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR(Lines 5 and 11): SCHEDULE A ACCOUNT: 317.122702.015.595.30.63.001 _ $ 28,410.49 Schedule A Sub-Totals $ 24,510.49 Schedule A Materials on Hand(MOH) $ - Deferral $ _ 3,900.00 SCHEDULE B ACCOUNT: 425.455580.015.594.34.63.000 _ _ Schedule B Sub-Totals $ - $ - INIT Sales Tax $ - SCHEDULE C ACCOUNT: 317.122702.015.595.30.63.001 Schedule C Sub-Totals $ - V $ - Sales Tax $ - TOTAL THIS ESTIMATE: $ 28,410.49 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: iii Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bia Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders Al SPCC PLAN - LS. $500.00 1 5500.00 0.00 $0.00 1.00 5500.00 1.00 $500.00 0.00 $0.00 1.00 $500.00 100.00 A2 MOBILIZATION L.S. $400,000.00 1 5400,000.00 0.00 $0.00 1.00 $400,000.00 1.00 $400,000.00 0.00 $0.00 1.00 $400,000.00 100.00 MIN BID REQ-TYPE B PROGRESS A3 SCHEDULE $10,000 LS. $10,000.00 1 $10,000.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 0.00 $0.00 1.00 $10,000.00 100.00 A4 PROJECT RED LINE DRAWINGS LS. 513,000.00 1 $13,000.00 0.0000 $0.00 1.0000 $13,000.00 1.0000 513,000.00 0.0000 $0.00 1.00 513,000.00 100.00 AS CONTRACTOR SURVEYING L.S. $50,000.00 1 $50,000.00 0.0000 $0.00 1.0000 $50,000.00 1.0000 $50,000.00 0.00 $0.00 1.00 $50,000.00 100.00 A6 ADA FEATURES SURVEYING LS. $9,000.00 1 $9,000.00 0.0000 $0.00 1.0000 $9,000.00 1.0000 $9,000.00 0.00 $0.00 1.00 $9,000.00 100.00 A7 UTILITY POTHOLING EA 5300.00 25 $7,500.00 0.00 $0.00 36.00 $10,800.00 36.00 $10,800.00 0.00 $0.00 36.00 $10,800.00 144.00 A8 RESOLUTION OF UTIUTY CONFLICTS FA 514,500.00 1 $14,500.00 0.00 $0.00 0.0000 50.00 0.0000 $0.00 0.00 $0.00 0.00 $0.00 0.00 6 A9 COVID-19 HEALTH AND SAFETY PLAN LS. 51,500.00 1 51,500.00 0.0000 $0.00 1.0000 $1,500.00 1.0000 $1,500.00 0.00000 $0.00 1.00 $1,500.00 100.00 A10 OTHER TEMPORARY TRAFFIC - -- -- CONTROL LS. $48,000.00 1 $48,000.00 0.0000 $0.00 1.0000 $48,000.00 1.0000 $48,000.00 0.00000 $0.00 1.00 $48,000.00 100.00 All TRAFFIC CONTROL SUPERVISOR LS. $50,000.00 1 $50,000.00 0.0000 $0.00 1.0000 $50,000.00 1.0000 $50,000.00 0.00000 $0.00 1.00 $50,000.00 100.00 Al2 FLAGGERS HR $60.00 3,200 $192,000.00 0.00 $0.00 000 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 _ 0.00 _ in A13 OTHER TRAFFIC CONTROL LABOR HR $65.00 1,000 $65,000.00 43.00 $2,795.00 697.50 $45,337.50 740.50 $48,132.50 0.00 $0.00 740.50 $48,132.50 74.05 _ A14 CONSTRUCTION SIGNS CLASS A SF $30.00 1,200 $36,000.00 0.00 $0.00 1,132.75 $33,982.50 1,132.75 $33,982.50 0.00 $0.00 1,132.75 $33,982.50 94.40 A15 PORTABLE CHANGEABLE MESSAGE HR $4.00 8,200 $32,800.00 0.00 $0.00 5,733.00 $22,932.00 5,733.00 $22,932.00 0.00 $0.00 5,733.00 $22,932.00 69.91 A16 OFF-DUTY UNIFORMED POLICE OFFICER HR $110.00 80 $8,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 5000 0.00 A17 SEQUENTIAL ARROW SIGN HR 52.00 15,000 $30,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 30 A18 CLEARING AND GRUBBING ACRE $20,000 00 0.7 $14,000.00 0.000 $0.00 0.000 50.00 0.000 $0.00 0.00 $0.00 0.00 $0.00 0.00 20 A19 REMOVING DRAINAGE STRUCTURE EACH $800.00 9 57,200.00 0.00 $0.00 8.00 $6,400.00 8.00 $6,400.00 0.00 $0.00 8.00 $6,400.00 88.89 A20 REMOVING STORM SEWER PIPE L.F. $25.00 230 $5,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 A21 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LS. $50,000.00 1 $50,000.00 0.00 $0.00 1.00 $50,000.00 1.00 $50,000.00 0.00 $0.00 1.00 $50,000.00 _ 100.00 A22 REMOVING CEMENT CONC. SIDEWALK S.Y. $30.00 570 $17,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 26 REMOVING CEMENT CONC.CURB A23 AND GUTTER LF. $15.00 1,200 $18,000.00 0.00 $0.00 1,056.50 515,847.50 1,056.50 $15,847.50 0.00 $0.00 1,056.50 $15,847.50 88.04 A24 REMOVING CEMENT CONC.CURB LF. $10.00 190 $1,900.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 i A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,230 $30,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7,1/ A26 ROADWAY EXCAVATION INCL.HAUL C.Y. $50.00 6,850 $342,500.00 0.00 50.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 20 A27 GRAVEL BORROW INCL.HAUL TON $35.00 530 $18,550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 A28 UNSUITABLE FOUNDATION EXCAVATION INCL.HAUL C.Y. $60.00 400 $24,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 6 A29 SUBGRADE PREPARATION S.Y. $3.00 15,000 $45,000.00 0.00 $0.00 15,317.17 $45,951.51 15,317.17 545,951.51 0.00 $0.00 15,317.17 545,951.51 102.11 A30 WATER MGAL $50.00 200 $10,000.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 50.00 0.00 50.00 0.00 A31 STRUCTURE EXCAVATION CLASS B C.Y. $70.00 330 $23,100.00 0.00 $0.00 175.00 512,250.00 175.00 $12,250.00 0.00 $0.00 175.00 $12,250.00 53.03 GI City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: - Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underr,ns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders A32 GRAVEL BACKFILL FOR WALL C.V. $50.00 30 $1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 A33 CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE S.Y. $15.00 60 $900.00 0.00 $0.00 60.00 $900.00 60.00 $900.00 0.00 $0.00 60.00 $900.00 100.00 A34 ASPHALT PULVERIZATION FOR USE AS RECYCLED PAVEMENT S.Y. $2.00 15,000 $30,000.00 0.00 50.00 14,877.89 529,755.78 14,877.89 $29,755.78 0.00 $0.00 14,877.89 $29,755.78 99.19 A35 CRUSHED SURFACING TOP COURSE TON $40.00 2,570 $102,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A36 PLANING BITUMINOUS PAVEMENT S.Y. $7.00 3,500 $24,500.00 0.00 $0.00 3,542.88 $24,800.16 3,542.88 $24,800.16 0.00 $0.00 3,542.88 $24,800.16 101.23 A37 HMA Cl..1/2 IN.PG 64-22 TON S103.00 7,410 $763,230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7 A38 ROADWAY CORE EACH $400.00 10 $4,000.00 0.00 $0.00 4.00 $1,600.00 4.00 $1,600.00 0.00 _ $0.00 4.00 $1,600.00 40.00 A39 ASPHALT COST PRICE ADJUSTMENT CALC. $20,000.00 1 $20,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.0000 $0.00 0.00 $0.00 _ 0.00 30 A40 JOB MIX COMPLIANCE PRICE CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 A41 COMPACTION PRICE ADJUSTMENT CALC. $10,000.00 1 510,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A42 CONC.CLASS 4000 FOR RETAINING S.Y. $200.00 250 $50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0-00 0.00 19 A43 SOUD WALL PVC STORM PIPE 4 IN. DIAM. LF. $20.00 190 $3,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 (Lou 13 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 2,910 $160,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14,21 A45 POLYPROPYLENE STORM SEWER PIPE 18 IN.DIAM. LF. $75.00 130 $9,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14 A46 POLYPROPYLENE STORM SEWER PIPE 24 IN.DIAM. LF. $120.00 70 58,400.00 0.00 $0.00 66.70 $8,004.00 66.70 $8,004.00 0.00 50.00 66.70 $8,004.00 95.29 A47 TR.1 ST.STORM SEWER PIPE 12 IN. DIAM. LF. $100.00 10 $1,000.00 0.00 50.00 0.00 50.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. LF. $90.00 280 $25,200.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7,21 A49 CONCRETE INLET EACH $1,200.00 1 $1,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 ASO CATCH BASIN TYPE 1 EACH $1,400.00 25 $35,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 7,14,21 A51 CATCH BASIN TYPE 11 EACH $1,550.00 5 $7,750.00 0.00 $0.00 5.00 $7,750.00 5.00 $7,750.00 0.00 $0.00 5.00 $7,750.00 . 100.00 A52 CATCH BASIN TYPE 2 48 IN.DIAM. EACH $3,500.00 2 $7,000.00 0.00 $0.00 2.00 $7,003.00 2.00 $7,000.00 0.00 $0.00 2.00 $7,000.00 100.00 A53 CONNECTION TO DRAINAGE EACH $1,500.00 11 $16,500.00 0.00 $0.00 7.00 $10,500.00 7.00 $10,500.00 0.00 $0.00 7.00 $10,500.00 63.64 A54 ADJUST CATCH BASIN EACH $400.00 5 $2,000.00 0.00 $0.00 2.00 $800.00 2.00 $800.00 0.00 $0.00 2.00 5800.00 40.00 ASS ADJUST VALVE BOX EACH S500.00 18 59,000.00 0.00 $0.00 44.00 $22,000.00 44.00 $22,000.00 0.00 $0.00 44.00 $22,000.00 244.44 A56 ADJUST MANHOLE EACH $750.00 5 $3,750.00 0.00 $0.00 9.00 $6,750.00 9.00 $6,750.00 0.00 $0.00 9.00 $6,750.00 180.00 A57 MANHOLE#33 PARTIAL EACH $5,000.00 1 $5,000.00 0.00 $0.00 1.00 $5,000.00 1.00 $5,000.00 0.00 $0.00 1.00 $5,000.00 100.00 A58 TRENCH DRAIN LF. $200.00 50 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13 A59 TREE BOX BIOFILTRATION UNIT EACH $26,000.00 13 $338,000.00 0.00 $0.00 13.00 $338,000.00 13.00 $338,000.00 0.00 $0.00 13.00 $338,000.00 100.00 A60 FILLING PIPE WITH CDF C.Y. $300.00 42 $12,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18 A61 SHORING OR EXTRA EXCAVATION S.F. $1.00 750 $750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A62 TELEVISION INSPECTION LS. $9,000.00 1 $9,000.00 0.0000 $0.00 1.0000 $9,000.00 1.0000 $9,000.00 0.00 $0.00 1.00 $9,000.00 100.00 A63 EROSION CONTROL AND WATER POLLUTION PREVENTION LS. $20,000.00 1 $20,000.00 0.0000 $0.00 1.0000 $20,000.00 1.0000 $20,000.00 0.0000 $0.00 1.00 $20,000.00 100.00 A64 SILT FENCE LF. $6.00 4,300 $25,800.00 0.00 $0.00 3,145.00 $18,870.00 3,145.00 $18,870.00 0.00 $0.00 3,145.00 $18,870.00 73.14 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Chang, Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Order, A65 INLET PROTECTION EACH $100.00 30 $3,000.00 0.00 $0.00 62.00 $6,200.00 62.00 56,200.00 0.00 $0.00 62.00 $6,200.00 206.67 A66 SEEDING,FERTILIZING,AND MULCHING SY $5.00 970 54,850.00 1,733.68 $8,668.40 0.00 50.00 1,733.68 $8,668.40 0.00 $0.00 1,733.68 $8,668.40 178.73 A67 TOPSOIL TYPE C.Y. $53.00 480 $25,440.00 0.00 $0.00 710.00 $37,630.00 710.00 $37,630.00 0.00 $0.00 710.00 $37,630.00 147.92 A68 PLANTS FOR LANDSCAPING L.S. $77,000.00 1 $77,000.00 0.00 $0.00 1.00 $77,000.00 1.00 $77,000.00 0.00 $0.00 1.00 $77,000.00 100.00 A69 BARK MULCH C.Y. $63.00 100 $6,300.00 0.00 $0.00 125.00 $7,875.00 125.0000 $7,875.00 0.00 $0.00 125.00 $7,875.00 125.00 A70 SYNTHETIC TURF S.F. $25.00 550 $13,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 27 All IRRIGATION SYSTEM RESTORATION LS. $6,000.00 1 56,000.00 0.00 $0.00 1.00 $6,000.00 1.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 100.00 A72 IRRIGATION SYSTEM LS. $32,000.00 1 $32,000.00 0.0000 $0.00 1.0000 $32,000.00 1.0000 $32,000.00 0.00 $0.00 1.00 $32,000.00 100.00 _ A73 CEMENT CONC.TRAFFIC CURB AND GUTTER LF. $25.00 4,600 $115,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 i A74 CEMENT CONC.TRAFFIC CURB LF. $40.00 160 $6,400.00 0.00 $0.00 146.50 $5,860.00 146.50 55,860.00 0.00 $0.00 146.50 55,860.00 91.56 A75 CEMENT CONC.PEDESTRIAN CURB LF. $30.00 145 54,350.00 0.00 50.00 266.50 $7,995.00 266.50 $7,995.00 0.00 $0.00 266.50 $7,995.00 183.79 A76 EXTRUDED CURB LF. $10.00 2,350 $23,500.00 0.00 $0.00 2,400.00 $24,000.00 2,400.00 $24,000.00 0.00 $0.00 2,400.00 $24,000.00 102.13 A77 CEMENT CONC.DRIVEWAY S.Y. $90.00 160 $14,400.00 0.00 $0.00 134.35 512,091.50 134.35 $12,091.50 0.00 $0.00 134.35 $12,091.50 83.97 A78 RAISED PAVEMENT MARKER TYPE 1 HUND $300.00 11 $3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A79 RAISED PAVEMENT MARKER TYPE 2 HUND $3$0.00 3 $1,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A80 CHAIN LINK FENCE TYPE 4 LF. 575.00 30 $2,250.00 0.00 $0.00 30.00 $2,250.00 30.00 $2,250.00 0.00 $0.00 30.00 $2,250.00 100.00 A81 MONUMENT CASE AND COVER EACH $1,800.00 2 $3,600.00 0.00 $0.00 2.00 $3,600.00 2.00 $3,600.00 0.00 $0.00 2.00 $3,600.00 100.00 A82 CEMENT CONC.SIDEWALK S.Y. $60.00 1,810 $108,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 A83 CEMENT CONC.CURB RAMP TYPE EACH $3,000.00 11 $33,000.00 0.00 $0.00 12.00 $36,000.00 12.00 $36,000.00 0.00 $0.00 12.00 536,000.00 109.09 CEMENT CONC.CURB RAMP TYPE A84 SINGLE DIRECTIONAL EACH 53,300.00 1 $3,300.00 0.00 $0.00 1.00 $3,300.00 1.00 $3,300 00 0.00 $0.00 1.00 $3,300.00 100.00_ A85 ELECTRICAL SYSTEM,COMPLETE L.S. $825,000.00 1 $825,000.00 0.00121 $1,000.00 0.99879 $824,000.00 1.00000 $825,000.00 0.0000 $0.00 1.00 $825,000.00 100.00 A86 PERMANENT SIGNING LS. $14,000.00 1 $14,000.00 0.025 $350.00 0.98 $13,650.00 1.00 $14,000.00 0.0000 $0.00 1.00 $14,000.00 100.00 A87 REMOVING PAVEMENT MARKINGS L.S. $2,700.00 1 $2,700.00 0.00 $0.00 1.000 $2,700.00 1.000 $2,700.00 0.00 $0.00 1.00 $2,700.00 100.00 A88 PAINT LINE LF. $0.60 12,300 57,380.00 0.00 $0.00 0.00 50.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 25 A89 PAINTED WIDE LANE LINE LF. $0.75 350 $262.50 0.00 $0.00 250.00 $187.50 250.00 $187.50 0.00 $0.00 250.00 $187.50 71.43 A90 PLASTIC TRAFFIC ARROW EACH $200.00 27 $5,400.00 0.00 $0.00 23.00 $4,600.00 23.00 $4,600.00 0.00 $0.00 23.00 $4,600.00 85.19 A91 PLASTIC CROSSWALK LINE S.F. $13.00 500 $6,500.00 0.00 50.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 25 A92 PLASTIC STOP LINE L.F. $16.00 240 $3,840.00 0.00 $0.00 273.00 $4,368.00 273.00 $4,368.00 0.00 $0.00 273.00 $4,368.00 113.75 A93 PLASTIC BICYCLE LANE SYMBOL EACH $200.00 20 $4,000.00 0.00 $0.00 25.00 $5,000.00 25.00 55,000.00 0.00 $0.00 25.00 $5,000.00 125.00 A94 PLASTIC TRAFFIC LETTER EACH $200.00 8 $1,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A95 TEMPORARY PAVEMENT MARKING- L.F. $0.20 31,500 $6,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25 A96 FUEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 _ A97 STEEL COST ADJUSTMENT CALC. $10,000.00 1 $10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 A98 MAILBOX SUPPORT,TYPE 1 EACH $750.00 1 5750.00 0.00 $0.00 1.00 $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 100.00 Schedule A Sub-Totals $4,689,752.50 $12,813.40 $2,453,287.95 $2,466,101.35 $0.00 $2,466,101.35 52.58 Washington State Sales Tax 0 $0.00 50.00 $0.00 $0.00 $0.00 $0.00 S4,689,752.50 $12,813.40 $2,453,287.95 $2,466,101.35 $0.00 $2,466,101.35 52.58 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 i TIB: N/A Contractor: Reed Trucking and Excavating FHWA: !' Pay Period: 06/01/23 to 01/10/2024 No. I Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description I Unit I Unit Price I Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders Schedule A Change Orders Schedule A Change Orders C.O.1 Retainage 1-A99 Retainge Bond L.S. $2,585.00 1.00 $2,585.001 0 $0.00 1 $2,585.00 1.00 $2,585.00 0 $0.00 1.00 $2,585.00 100.00 C.O.1 Totals $2,585.00 $0.00 $2,585.00 $2,585.00 $0.00 $2,585.00 100.00 CO.2 FO Termination Panel Rev N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.2 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 100.00 C.O.3 Triple Tree Removal 3-A100 Triple Tree Removal L.S. $3,339.00 1.00 $3,339.00 0 $0.00 1 $3,339.00 1.00 $3,339.00 0 $0.00 1.00 $3,339.00 100.00 C.O.3 Totals $3,339.00 $0.00 $3,339.00 $3,339.00 $0.00 $3,339.00 100.00 C.O.4 Tier 1 Redamation CSTC N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00_ C.O.4 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 100.00 _ C.O.5 Wet Conditions 5-A101 Natural in Lieu of Recycled CSTC TON $14.82 1,100.00 $16,302.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6 5-A102 Water Control F.A. $23,698.00 1.00 $23,698.00 0 $0.00 0.6671 $15,1308.27 0.6671 $15,808.27 0 $0.00 0.67 $15,808.27 66.71 C 0 5 Totals $40,000.00 $0.00 515,808.27 $15,808.27 $0.00 $15,808.27 39.52 CO.6 CB2 to CB 6 Revision 5-A101 Natural in Lieu of Recycled CSTC TON $14.82 -1,100.00 -$16,302.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 $0.00 0.00 6-A101 Natural in Lieu of Recycled CSTC TON $14.82 1,153.00 $17,087.46 0 $0.00 790.17 $11,710.32 790.17 $11,710.32 0 $0.00 790.17 $11,710.32 68.53 A8 Utility Conflict Resolution F.A. $14,500.00 -1.00 -$14,500.00 0 $0.00 0 $0.00 0.00 $0.00 0_ $0.00 0.00 $0.00 0.00 6-A8 Utility Conflict Resolution F.A. $14,714.54 1.00 $14,714.54 0.00000 $0.00 1.21204 $17,834.66 1.212043 $17,834.66 0.000000 $0.00 1.21 $17,834.66 121.20 A28 Unsuitable Foundation Excavation C.Y. $60.00 -400.00 -$24,000.00 0 $0.00 0 $0.00 0.00 $0.00 0 $0.00 0.00 50.00 0.00 6-A28 Unsuitable Foundation Excavation C.Y. $60.00 430.00 $25,800.00 0.00 $0.00 508.78 $30,526.80 508.78 $30,526.80 0 $0.00 508.78 $30,526.80 118.32 C.O.6 Totals $2,800.00 $0.00 $60,071.78 $60,071.78 $0.00 $60,071.78 2145.42 C.O.7 Storm Revisions at 9th A24 REMOVING CEMENT CONC.CURB LF. $10.00 -190 -$1,900.00 0.00 $0.00 0,00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A24 REMOVING CEMENT CONC.CURB L.F. $10.00 205 $2,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 -1,230 -$30,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,310 $32,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 A35 CRUSHED SURFACING TOP COURSE TON $40.00 -2,570 -$102,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A35 CRUSHED SURFACING TOP COURSE TON $40.00 2,583 $103,320.00 0.00 $0.00 3,258.71 $130,348.40 3,258.71 $130,348.40 0.00 $0.00 3,258.71 $130,348.40 126.16 A37 HMA CL.1/2 IN.PG 64-22 TON $103.00 -7,410 -$763,230.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 _ 7-A37 HMA CL.1/2 IN.PG 64-22 TON $103.00 7,445 5766,835.00- 0.00 $0.00 7,520.17 $774,577.51 7,520.17 $774,577.51 0.00 $0.00 7,520.17 $774,577.51 101.01 A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 -280 -525,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 7-A48 DUCTILE IRON SEWER PIPE 12 IN. - DIAM. L.F. $90.00 400 $36,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 A50 CATCH BASIN TYPE 1 EACH $1,400.00 -25 -$35,000.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bic item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders r 7-A50 CATCH BASIN TYPE 1 EACH $1,400.00 28 $39,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 _14,21 1 A73 CEMENT CONC.TRAFFIC CURB AND GUTTER L.F. $25.00 -4,600 -$115,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER LF. $25.00 4,615 $115,375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00_ $0.00 0.00 $0.00 0.00 13 7-A103 ADDITIONAL SURVEY L.S. $1,680.00 1 $1,680.00 0.00 $0.00 1.00 $1,680.00 1.00 $1,680.00 0.00 $0.00 1.00 $1,680.00 100.00 C.O.7 Totals $23,330.00 $0.00 $906,605.91 $906,605.91 $0.00 $906,605.91 3886.01 C.O.8 Cement Concrete Price Adjustments for Work Zones A and C 8-A104 CEMENT CONCRETE PRICE ADJUSTMENTS FOR WORK ZONES A AND C C.Y. $84.29 213.55 $18,000.13 0.00 $0.00 285.75 $24,085.87 285.75 $24,085.87 0.00 $0.00 285.75 $24,085.87 133.81 C.O.8 Totals $18,000.13 $0.00 $24,085.87 $24,085.87 $0.00 $24,085.87 133.81 C.O.9 Sidewalk-Wall Footing 9-A105 SIDEWALK-WALL FOOTING LF. $15.41 1,455.00 $22,421.55 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19 C.O.9 Totals $22,421.55 $0.00 $0.00 $0.00 $0.00 $0.00 0.00 C.O.10 Relocate L12 Foundation Form 10-A106 RELOCATE L12 FOUNDATION FORM F.A. $2,500.00 1.00 $2,500.00 0.00 $0.00 1.85 $4,626.93 1.85 $4,626.93 0.00 $0.00 1.85 $4,626.93 185.08 C.O.10 Totals $2,500.00 $0.00 $4,626.93 $4,626.93 $0.00 $4,626.93 185.08 C.O.11 Multi-stem Tree Removal 11-A107 MULTIPLE STEM TREE REMOVAL L.S. $4,907.28 1.00 $4,907.28 0.00 $0.00 1.00 $4,907.28 1.00 $4,907.28 0.00 $0.00 1.00 $4,907.28 100.00 C.O.11 Totals $4,907.28 $0.00 $4,907.28 $4,907.28 $0.00 $4,907.28 100.00 C.O.12 Sunset Intersection TC Modification 12-A108 ADDITIONAL CHANNELIZATION DEVICES P.A. $11,000.00 1.00 $11,000.00 0.0000 $0.00 0.4838 $5,322.19 0.4838 $5,322.19 0.00 $0.00 0.48 $5,322.19 48.38 12-A109 SIGNAL MODIFICATION ASSISTANCE F.A. $3,500.00 1.00 $3,500.00 0.00 $0.00 0.63 $2,216.88 0.63 $2,216.88 0.00 $0.00 0.63 $2,216.88 63.34 C.0.12 Totals $14,500.00 $0.00 $7,539.07 $7,539.07 $0.00 $7,539.07 51.99 C.O.13 School Frontage Revisions A20 REMOVING STORM SEWER PIPE LF. $25.00 -230 -$5,750.00 0.00 $0.00 0.00I $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A20 REMOVING STORM SEWER PIPE LF. $25.00 290 $7,250.00 0.00 $0.00 613.50' $15,337.50 613.50 $15,337.50 0.00 $0.00 613.50 $15,337.50 211.55 A27 GRAVEL BORROW INCL.HAUL TON $35.00 -530 -$18,550.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A27 GRAVEL BORROW INCL.HAUL TON $35.00 550 $19,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30 A43 SOUD WALL PVC STORM PIPE 4 IN. DIAM. LF. $20.00 -190 -$3,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 (111D City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bm item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 13-A43 SOLID WALL PVC STORM PIPE 4 IN. DIAM. LF. $20.00 128 $2,560.00 0.00 $0.00 104.50 $2,090.00 104.50 $2,090.00 0.00 $0.00 104.50 $2,090.00 81.64 A58 TRENCH DRAIN LF. $200.00 -50 -$10,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-AS8 TRENCH DRAIN LF. $200.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 100.00 7-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER LF. $25.00 -4,615 -$115,375.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 13-A73 CEMENT CONC.TRAFFIC CURB AND GUTTER LF. $25.00: 4,495 $112,375.00 0.00 $0.00 4,609.50 $115,237.50 4,609.50 $115,237.50 0.00 $0.00 4,609.50 5115,237.50 102.55 C.O.13 Totals -$12,040.00 $0.00 $132,665.00 5132,665.00 $0.00 $132,665.00 -1101.87 C.O.14 Storm Revs at NE 125t and MH33 A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 -2,910 -$160,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. L.F. $55.00 3,033.5 $166,842.50 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 POLYPROPYLENE STORM SEWER PIPE A45 18 IN.DIAM. L.F. $75.00 -130 -$9,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 POLYPROPYLENE STORM SEWER PIPE 14-A45 18 IN.DIAM. LF. $75.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 7-A50 CATCH BASIN TYPE 1 EACH $1,400.00 -28 -539,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 14-A50 CATCH BASIN TYPE 1 EACH $1,400.00 29 $40,600.00 0.00 $0.00 0,00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21 C.O.14 Totals -51,557.50 $0.00 50.00 $0.00 $0.00 $0.00 0.00 CO.15 Proof Roll N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.15 Totals $0.00 $0.00 50.00 $0.00 $0.00 $0.00 100.00 C.O.17 FH on 10th 7-A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 -1,310 -$32,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17-A25 REMOVING ASPHALT CONC. PAVEMENT S.Y. $25.00 1,331.5_ $33,287.50 0.00 50.00 1,997.25 $49,931.25 1,997.25 $49,931.25 0.00 $0.00 1,997.25 $49,931.25 150.00 C.O.17 Totals $537.50 $0.00 549,931.25 $49,931.25 $0.00 $49,931.25 9289.53 C.O.18 Storm Pipe Removal in lieu of CDF --A60 FILLING PIPE WITH COP C.Y. $300.00 -42 -$12,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18-A60 FILLING PIPE WITH CDF C.Y. $300.00 0 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 18-A110 REMOVE STORM PIPE IN LIEU OF ABANDON WITH CDF L.S. $12,600.00 1.0 $12,600.00 0.00 $0.00 1.00 $12,600.00 1.00 $12,600.00 0.00 $0.00 1.00 $12,600.00 100.00 C.O.18 Totals S0.00 SO 00 $12,600.00 $12,600.00 50.00 $12,600.00 100.00 C.O.19 Walls in WZB and WZD 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders A42 CONC.CLASS 4000 FOR RETAINING WALL 3A S.Y. $200.00 -250 -$50,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19-A42 CONC.CLASS 4000 FOR RETAINING WALL3A S.Y. $200.00 257.7 $51,540.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 76 9-A105 SIDEWALK-WALL FOOTING L.F. $15.41 -1,455.00 -$22,421.55 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 19-A105 SIDEWALK-WALL FOOTING L.F. $15.41 1,524.00 $23,484.84 0.00 $0.00 1,553.60 $23,940.98 1,553.60 $23,940.98 0.00 $0.00 1,553.60 $23,940.98 101.94 19-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD L.F. $31.36 170.0 $5,331.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26 C.O.19 Totals $7,934.49 $0.00 $23,940.98 $23,940.98 $0.00 $23,940.98 301.73 C.O.20 Restoration in WZE A18 CLEARING AND GRUBBING ACRE $20,000.00 -0.700 -$14,000.00 0.000 $0.00 0.000 $0.00 0.000 $0.00 0.00 $0.00 0.00 $0.00 0.00 20-A18 CLEARING AND GRUBBING ACRE $20,000.00 0.770_ 515,400.00 0.000 $0.00 0.834 $16,680.00 0.834 $16,680.00 0.00 $0.00 0.83 $16,680.00 108.31 A26 ROADWAY EXCAVATION INCL.HAUL C.Y. _ $50.00 -6,850 -$342,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 20-A26 ROADWAY EXCAVATION INCL.HAUL C.Y. $50.00 6,957 $347,850.00 0.00 $0.00 6,957.00 $347,850.00 6,957.00 $347,850.00 0.00 $0.00 6,957.00 $347,850.00 100.00 20-A111 REMOVES TREES FROM WZE L.S. $10,518.00 1.0 $10,518.00 0.00 $0.00 1.00 $10,518.00 1.00 $10,518.00 0.00 $0.00 1.00 $10,518.00 100.00 20-A113 ADDED LANDSCAPING IN WZE LS. $10,505.00 1.0 $10,505.00 0.00 $0.00 1.00 510,505.00 1.00 $10,505.00 0.00 $0.00 1.00 $10,505.00 100.00 C.O.20 Totals $27,773.00 $0.00 $385,553.00 $385,553.00 $0.00 $385,553.00 1388.23 CO.21 Revision at CB37 14-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. LF. $55.00 -3,033.5 -5166,842.50 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 21-A44 POLYPROPYLENE STORM SEWER PIPE 12 IN.DIAM. LF. $55.00 3,012.7 $165,698.50 0.00 $0.00 3,107.40 $170,907.00 3,107.40 $170,907.00 0.00 $0.00 3,107.40 $170,907.00 103.14 7-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. L.F. $90.00 •r r r -$36,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A48 DUCTILE IRON SEWER PIPE 12 IN. DIAM. LF. $90.00 419 8 $37,782.00 0.00 - $0.00 311.60 $28,044.00 311.60, $28,044.00 0.00 $0.00 311.60 $28,044.00 74.23 A49 CONCRETE INLET EACH $1,200.00 -1 -$1,200.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A49 CONCRETE INLET EACH $1,200.00 2 $2,400.00 0.00 $0.00 2.00 $2,400.00 2.00 $2,400.00 0.00 $0.00 2.00 $2,400.00 100.00 14-A50 CATCH BASIN TYPE 1 EACH $1,400.00 -29 -$40,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 21-A50 CATCH BASIN TYPE 1 EACH $1,400.00 28 $39,200.00 0.00 $0.00 28.00 $39,200.00 28.00 $39,200.00 0.00 $0.00 28.00 $39,200.00 100.00 C.O.21 Totals $438.00 $0.00 $240,551.00 $240,551.00 $0.00 $240,551.00 377.37 i C.O.22 Extra Depth Pulverization ,22-A114 ADDITIONAL DEPTH ASPHALT PULVERIZATION IN WZD L.S. $5,050.20 1.00 $5,050.20 0.00 $0.00 1.00 $5,050.20 1.00 $5,050.20 0.00 $0.00 1.00 55,050.20 100.00 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Description I Unit I Unit Price I Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders C.O.22 Totals $5,050.20 50.00 $5,050.20 $5,050.20 So.00 _ $5,050.20 100.00 C.O.23 Eight Street Light Modifications 23 • - A114A LOWER STREET LIGHTS LS. $25,473.00 1.00 $25,473.00 0.00 $0.00 1.00 $25,473.00 1.00 $25,473.00 _ O_.00 $0.00 1.00 $25,473.00 100.00 C 0 23 Totals $25,473.00 $0.00 $25,473.00 $25,473.00 $0.00 $25,473.00 100.00 C.O.24 108 Foundation Modification 24- STREET LIGHT L08 FOUNDATION A115A MODIFICATION F.A. $14,000.00 1.00 $14,000.00 0.00000 $0.00 1.19873 $16,782.28 1.20 $16,782.28 0.00 $0.00 1.20 $16,782.28 119.37 C.O.24 Totals $14,000.00 $0.00 $16,782.28 $16,782.28 $0 00 $16,782.28 119.87 _ CO.25 Pavement MarkIng Revisions All RAISED PAVME NT MARKER TYPE 1 HUND $300.00 -11.00 -$3,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A78 RAISED PAVME NT MARKER TYPE 1 HUND $300.00 0.20 $60.00 0.00 $0.00 0.20 $60.00 0.20 $60.00 0.00 $0.00 0.20 $60.00 100.00 A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 -3.00 -$1,050.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A79 RAISED PAVEMENT MARKER TYPE 2 HUND $350.00 2.72 $952.00 0.00 $0.00 2.72 $952.00 2.72 $952.00 0.00 $0.00 2.72 $952.00 100.00 A88 PAINT LINE L.F. $0.60 -12,300 -$7,380.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A88 PAINT LINE LP. $0.60 16,096 $9,657.60 -7,737.00 -$4,642.20 24,324.00 $14,594.40 16,587.00 $9,952.20 0.00_ $0.00 16,587.00 $9,952.20 103.05 A91 PLASTIC CROSSWALK LINE S.F. $13.00 -500 -$6,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-A91 PLASTIC CROSSWALK LINE S.F. $13.00 348 $4,524.00 0.00 $0.00 389.00 $5,057.00 389.00 $5,057.00 0.00 $0.00 389.00 $5,057.00 111.78 TEMPORARY PAVEMENT MARKING- A95 SHORT DURATION LF. $0.20 -31,500 -$6,300.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 25-ASS TEMPORARY PAVEMENT MARKING- SHORT DURATION LF. $0.20 2,087 $417.40 0.00 $0.00 2,087.00 $417.40 2,087.00 $417.40 0.00 $0.00 2,087.00 $417.40 100.00 25- OT PAY FOR FLAGGING AND A115a FOREMAN LABOR 11-19-22 L.S. $825.15 1.00 $825.15 0.00 $0.00 1.00 $825.15 1.00 $825.15 0.00 $0.00 1.00 $825.15 100.00 25-A116 CURB PAINT,TEMP STOP LINES AND TEMP CROSSWALK LINES LS. $19,474.00 1.00 $19,474.00 0.00 $0.00 1.00 $19,474.00 1.00 $19,474.00 0.00 $0.00 1.00 $19,474.00 100.00 C.O.25 Totals $11,380.15 -$4,642.20 $41,379.95 $36,737.75 $0.00 536,737.75 322.82 C.O.26 Wall Revisions In WZD A22 REMOVING CEMENT CONC. SIDEWALK S.Y. 530.00 -570 -$17,100.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A22 REMOVING CEMENT CONC. SIDEWALK S.Y. $30.00 592 $17,760.00 0.00 $0.00 587.42 $17,622.60 587.42 $17,622.60 0.00 $0.00 587.42 $17,622.60 99.23 A32 GRAVEL BACKFILL FOR WALL C.V. $50.00 -30 -$1,500.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A32 GRAVEL BACKFILL FOR WALL C.Y. $50.00 34 $1,700.00 0.00 $0.00 107.00 $5,350.00 107.00 $5,350.00 0.00 $0.00 107.00 $5,350.00 314.71 19-A42 CONC.CLASS 4000 FOR RETAINING WALL 3A S.Y. $200.00 -257.7 -551,540.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bin item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders 26-A42 CONC.CLASS 4000 FOR RETAINING WALL3A S.Y. $200.00 325.7 $65,140.00 0.00 $0.00 355.47 $71,094.00 355.47 $71,094.00 0.00 $0.00 355.47 $71,094.00 109.14 A82 CEMENT CONC.SIDEWALK S.Y. $60.00 -1,810 -$108,600.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 26-A82 CEMENT CONC.SIDEWALK S.Y. $60.00 1,832 $109,920.00 110.03 $6,601.80 1,891.97 $113,518.20 2,002.00 $120,120.00 0.00 $0.00 2,002.00 $120,120.00 109.28 19-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD LF. $31.36 -170.0 -$5,331.20 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 26-A112 EXPANSION JOINTS FOR WALLS IN WZB AND WZD LF. $31.36 230.0 $7,212.80 0.00 $0.00 220.00 $6,899.20 220.00 $6,899.20 0.00 $0.00 220.00 $6,899.20 95.65 26-A117 REMOVE AND DISPOSE OF FENCE AND ROOTS F.A. $5,000.00 1.0 $5,000.00 0.00 $0.00 0.2109 $1,054.28 0.21 $1,054.28 0.00 $0.00 0.21 $1,054.28 21.09 26-A118 VERTICAL RE BAR ADDITIONAL WORK F.A. $7,000.00 1.0 $7,000.00 0.0000 $0.00 0.3570 $2,498.68 0.3570 $2,498.68 0.00 $0.00 0.36 $2,498.68 35.70 C.O.26 Totals $29,661.60 $6,601.80 $218,036.96 $224,638.76 $0.00 5224,638.76 $784.79 C.O.27 Delete Synthetic Turf A70 SYNTHETIC TURF S.F. $25.00 -550 -$13,750.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 S0.00 0.00 C.O.27 Totals -$13,750.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 C.O.28 Additional Working Days N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.28 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $100.00 CO.29 FO Revisions N/A No Cost Change Order $0.00 1.00 $0.00 0 $0.00 1 $0.00 1.00 $0.00 0 $0.00 1.00 $0.00 100.00 C.O.29 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $100.00 CO.30 Quantity Overruns Al2 FLAGGERS HR 560.00 -3,200 -$192,000.00 0.00 $0.00 0.00 $0.00 0.00 50.00 0.00 $0.00 0.00 50.00 0.00 30-A11 FLAGGERS HR $60.00 7,668 $460,080.00 62.00 53,720.00 7,432.00 $445,920.00 7,494.00 5449,640.00 0.00 50.00 7,494.00 $449,640.00 97.73 Al? SEQUENTIAL ARROW SIGN HR $2.00 -15,000 -530,000.00 0.00 $0.00� 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-All SEQUENTIAL ARROW SIGN HR $2.00 18,900 $37,800.00 30.00 $60.00 18,971.25 $37,942.50 19,001.25 $38,002.50 0.00 $0.00 19,001.25_ $38,002.50 100.54 A39 ASPHALT COST PRICE ADJUSTMENT CALC. -$20,000.00 1 -$20,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.0000 $0.00 0.00 50.00 0.00 30-A39-ASPHALT COST PRICE ADJUSTMENT CALC. $91,838.00 1 _ $91,838.00 0.000000 $0.00 1.003164 $92,128.56 1.003164 $92,128.56 0.0000 $0.00 1.00 $92,128.56 100.32 A96 _FUEL COST ADJUSTMENT CALC. -$10,000.00 1 -$10,000.00 0.000000 $0.00 0.000000 $0.00 0.000000 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A96 FUEL COST ADJUSTMENT CALC. $16,137.00 1 $16,137.00 0.000000 $0.00 1.004495 $16,209.53 1.004495 $16,209.53 0.00 $0.00 1.00 $16,209.53 100.45 13-A27 GRAVEL BORROW INCL.HAUL TON $35.00 -550 -$19,250.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 30-A27 GRAVEL BORROW INCL.HAUL TON $35.00 3,097 $108,395.00 0.00 $0.00 3,192.80 $111,748.00 3,192.80 $111,748.00 0.00 $0.00 3,192.80 $111,748.00 103.09 C.O.3D Totals $443,000.00 $3,780.00 $703,948.59 $707,728.59 $0.00 $707,728.59 $103.09 CO.31 Restake Monument _ 31-A119 Restake Monument L.S. $1,185.42 1.00 $1,185.42 0 $0.00 1 $1,185.42 1.00 $1,185.42 0 $0.00 1.00 $1,185.42 100.00 C.O.31 Totals $1,185.42 $0.00 $1,185.42 $1,185.42 $0.00 $1,185.42 $100.00 ® City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bio Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders C.O.32 Wood Fence 32-A120 Wood Fence L.S. $1,892.06 1.00 $1,892.06 0 $0.00 1 $1,892.06 1.00 $1,892.06 0 $0.00 1.00 $1,892.06 100.00 C.O.32 Totals $1,892.06 $0.00 $1,892.06 $1,892.06 $0.00 $1,892.06 $100.00 C.O.33 Paint Line Refresh 33-A121 Paint Line-Final Application LF. $0.77 6,279.00 $4,834.83 7737 $5,957.49 0 $0.00 7,737.00 $5,957.49 0 $0.00 7737.00 $5,957.49 100.00 C.O.32 Totals $4,834.83 $5,957.49 $0.00 $5,957.49 $0.00 55,957.49 $100.00 Schedule A Plus C.O.Totals $5,369,948.21 $24,510.49 $5,341,846.74 $5,366,357.22 $0.00 $5,366,357.22 Schedule B Schedule B B1 1 MOBILIZATION AND DEMOLITION (NOT TO EXCEED 10%OF TOTAL OF BID SCHEDULE B) L.S. $15,000.00 $15,000.00 0.00 $0.00 1.00 $15,000.00 1.00 $15,000.00 0.00 $0.00 1.00 $15,000.00 100.00 B2 TRENCH SAFETY SYSTEMS L.S. $2,000.00 1 $2,000.00 0.00 $0.00 1.00 $2,000.00 1.00 $2,000.00 0.00 $0.00 1.00 $2,000.00 100.00 REMOVAL AND REPLACEMENT OF B3 100 UNSUITABLE FOUNDATION TON $60.00 $6,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 B4 SELECT IMPORTED TRENCH BACKFILL TON $35.00 1,265 $44,275.00 0.00 $0.00 1,090.48 S38,166.80 1,090.48 $38,166.80 0.00 $0.00 1,090.48 $38,166.80 86.20 jc 50.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00. $0.00 0.00 B6 FURNISH AND INSTALL 8-INCH CL 52 20 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $140.00 $2,800.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 B7 FURNISH AND INSTALL 12-INCH CL 52 62 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $125.00 $7,750.00 0.00 $0.00 62.95 $7,868.75 62.95 $7,868.75 0.00 $0.00 62.95 $7,868.75 101.53 B8 FURNISH AND INSTALL 16-INCH CL 52 740 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND POLYETHYLENE ENCASEMENT L.F. $135.00 $99,900.00 0.00 $0.00 729.50 $98,482.50 729.50 $98,482.50 0.00 $0.00 729.50 $98,482.50 98.58 B9 ADDITIONAL DUCTILE IRON FITTINGS LBS $5.00 3600 $18,000.00 0.00 $0.00 632.00 $3,160.00 632.00 $3,160.00 0.00 $0.00 632.00 $3,160.00 17.56 610 CONCRETE FOR THRUST BLOCKING C.Y. $100.00 27 $2,700.00 0.00 $0.00 16.85 $1,685.00 16.85 $1,685.00 0.00 $0.00 16.85 $1,685.00 62.41 811 CONNECTION TO EXISTING WATER 4 MAIN EACH $3,500.00 $14,000.00 0.00 $0.00 4.00 $14,000.00 4.00 $14,000.00 0.00 $0.00 4.00 $14,000.00 100.00 B12 CUT AND CAP EXISTING WATER 11 MAIN AND ABANDON EXISTING WATER FACILITIES EACH $650.00 $7,150.00 0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 17 >.c( $0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 B14 FURNISH AND INSTALL&INCH GATE 2 VALVE ASSEMBLY EACH $1,400.00 $2,800.00 0.00 $0.00 2.00 $2,800.00 2.00 $2,800.00 0.00 $0.00 2.00 $2,800.00 100.00 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns IContract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders B15 FURNISH AND INSTALL12-INCH GATE 1 VALVE ASSEMBLY EACH $2,500.00 $7,500.00 0.00 $0.00 1.00 $2,500.00 1.00 $2,500.00 0.00 $0.00 1.00 $2,500.00 100.00 1316 FURNISH AND INSTALL 16-INCH GATE 1 VALVE ASSEMBLY EACH $8,000.00 58,000.00 0.00 50.00 1.00 $8,000.00 1.00 $8,000.00 0.00 $0.00 1.00 $8,000.00 100.00 B17 FURNISH AND INSTALL FIRE 2 HYDRANT ASSEMBLY ON NEW WATER MAIN EACH $8,000.00 $16,000.00 0.00 $0.00 2.0D $16,000.00 2.00 $16,000.00 0.00 $0.00 2.00 $16,000.00 100.00 Big FURNISH AND INSTALL FIRE 7.0 HYDRANT ASSEMBLY ON EXISTING WATER MAIN INCLUDING WET TAP BY APPROVED WET-TAP CONTRACTOR EACH $8,000.00 $56,000.00 0.00 $0.00 7.00 $56,000.00 7.00 $56,000.00 0.00 $0.00 7.00 $56,000.00 100.00 819 FURNISH AND INSTALL 1-INCH 1 WATER SERVICE CONNECTION EACH $1,700.00 $1,/00.00 0.00 $0.00 1.00 $1,700.00 1.00 $1,700.00 0.00 $0.00 1.00 $1,700.00 100.00 _ B20 STORMWATER POLLUTION 1 PREVENTION(AND TESC)PLAN AND IMPLEMENTATION L.S. $1,000.00 $1,000.00 0.000 $0.00 1.000 $1,000.00 1.00 $1,000.00 0.00 $0.00 1,00 $1,000.00 100.00, FURNISH AND INSTALL 2-INCH B21 PERMANENT BLOW-OFF ASSEMBLY EACH $3,500.00 1 $3,500.00 0.00 $0.00 1.00 $3,500.00 1.00 $3,500.00 0.00 $0.00 1.00 53,500.00 100.00 Sub-Totals $311,075.00 $0.00 $271,863.05 $271,863.05 $0.00 $271,863.05 87.39 Washington State Sales Tax 10.1% $31,418.58 $0.00 $27,458.17 $27,458.17 $0.00 $27,458.17 Schedule B Totals $342,493.58 $0.00 $299,321.22 $299,321.22 $0.00 $299,321.22 87.39 (11;) City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item I Description I Unit I Unit Price I Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost Quantity I Cost %of Contract Orders s. Schedule B Change Orders Schedule B Change Orders C.O.16 Water Male Connection Rev WATER MAIN CONFLICT 16-B22 RESOLUTION F.A. $1,500.00 1.00 $1,500.00 0.00 50.00 1.32 $1,976.47 1.32 $1,976.47 0.00 $0.00 1.32 $1,976.47 131.76 C O 16 Totals I $1,500.00 $0.00 $1,976.47 $1,976.47 $0.00 $1,976.47 131.76 C.O.17 FM on 10th FURNISH AND INSTALL 8-INCH CL 52 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND B6 POLYETHYLENE ENCASEMENT _ L.F. $140.00 -20.00 -$2,800.00 0.00 $0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 FURNISH AND INSTALL 8-INCH CL52 WATER MAIN WITH RESTRAINED-JOINT FITTINGS AND 17-66 POLYETHYLENE ENCASEMENT LF. $140.00 52.00 $7,280.00 0.00 $0.00 56.45 $7,903.00 56.45 $7,903.00 0.00 $0.00 56.45 $7,903.00 108.56 -CUT AND CAP EXISTING WATER MAIN AND ABANDON EXISTING B12 WATER FACILITIES EACH $650.00 -11.00 -$7,150.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 CUT AND CAP EXISTING WATER MAIN AND ABANDON EXISTING 174112 WATER FACILITIES EACH $650.00 13.00 $8,450.00 0.00 $0.00 13.00 $8,450.00 13.00 $8,450.00 0.00 $0.00 13.00 $8,450.00 100.00 MODULAR BLOCK WALL AND 17-B23 SURVEY FOR FH L.S. $6,000.00 1.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 1.00 $6,000.00 0.00 $0.00 1.00 $6,000.00 100.00 C.O.17 Totals I $11,780.00 $0.00 $22,353.00 $22,353.00 $0.00 $22,353.00 189.75 Schedule B C.O.Sub-Totals $13,280.00 $0.00 $24,329.47 $24,329.47 $0.00 $24,329.47 183.20 Washington State Sales Tax 10.1% $1,341.28 $0.00 $2,457.28 $2,457.28 $0.00 $2,457.28 Schedule B Change Order Totals $14,621.28 $0.00 $26,786.75 $26,786.75 $0.00 $26,786.75 183.20 Schedule B Plus Schedule B C.O.Totals $357,114.86 $0.00 $326,107.97 $326,107.97 $0.00 $326,107.97 91.32 Schedule C Schedule C Cl SPCC PLAN L.S. $500.00 1.00 $500.00 0.00 $0.00 1.00 $500.00 1.00 $500.00 0.00 $0.00 1.00 $500.00 100.00 C2 MOBILIZATION L.S. $10,000.00 1.00 $10,000.00 0.00 $0.00 1.00 $10,000.00 1.00 $10,000.00 0.00 $0.00 1.00 $10,000.00 100.00 C3 JOINT UTILITY TRENCH L.F. $100.00 180.00 $18,000.00 0.00 $0.00 200.00 $20,000.00 200.00 $20,000.00 0.00 $0.00 200.00 $20,000.00 111.11 C4 LATERAL TRENCH L.F. $75.00 1,150.00 $86,250.00 0.00 $0.00 1,122.00 $84,150.00 1,122.00 $84,150.00 0.00 $0.00 1,122.00 $84,150.00 97.57 __ INSTALL VAULT-PSE TYPE C5 2'69(2'6"x2'0" EACH $800.00 2.00 $1,600.00 0.00 $0.00 1.00 $800.00 1.00 $800.00 0.00 $0.00 1.00 $800.00 50.00 INSTALL VAULT-PSE TYPE C6 4'8"x7'0"x5'8" EACH $1,000.00 4.00 $4,000.00 0.00 $0.00 4.00 $4,000.00 4.00 $4,000.00 0.00 $0.00 4.00 $4,000.00 100.00 INSTALL VAULT-PSE TYPE C7 5'3"x2'3"x2'9" EACH $1,000.00 1.00 $1,000.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 $0.00 0.00 INSTALL VAULT-COMCAST TYPE _-- C8 1'6"x3'0"PEDESTAL EACH $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 1.00 $750.00 0.00 $0.00 1.00 $750.00 100.00 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. IContract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bid Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders INSTALL CONDUIT PIPE-2 IN.DIAM. C9-PSE L.F. $12.00 30.00 $360.00 0.00 $0.00 223.00 $2,676.00 223.00 $2,676.00 0.00 $0.00 223.00 $2,676.00 743.33 _ INSTALL CONDUIT PIPE-3 IN.DIAM. C10-PSE L.F. $13.00 270.00 $3,510.00 0.00 $0.00 320.00 $4,160.00 320.00 $4,160.00 0.00 $0.00 320.00 $4,160.00 118.52 INSTALL CONDUIT PIPE-4 IN.DIAM. C11-PSE LF. $11.00 3,280.00 $36,080.00 0.00 $0.00 3,166.50 $34,831.50 3,166.50 $34,831.50 0.00 $0.00 3,166.50 $34,831.50 - 9654 INSTALL CONDUIT PIPE-6 IN.DIAM. C12-PSE L.F. $22.00 220.00 $4,840.00 0.00 $0.00 232.00 $5,104.00 232.00 $5,104.00 0.00 $0.00 232.00 $5,104.00 105.45 0 City of Renton Progress Payment No 18 and Final Project Name: Duvall Avenue NE CAG: CAG 20-065 TIB: N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments Includes estimated overruns,underruns. IContract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion Change Bio Item Description Unit Unit Price Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost %of Contract Orders INSTALL CONDUIT PIPE-4 IN.DIAM. C13-COMCAST L.F. $11.00 180.00 $1,980.00 0.00 $0.00 195.00 $2,145.00 195.00 $2,145.00 0.00 $0.00 195.00 $2,145.00 108.33 Sub-Totals $168,870.00 $0.00 $169,116.50 $169,116.50 50.00 $169,116.50 100.15• Washington State Sales 10.1% 517,055.87 $0.00 $17,080.77 $17,080.77 $0.00 $17,080.77 Schedule C Totals $185,925.87 $0.00 5186,197.27 $186,197.27 $0.00 $186,197.27 100.15 Schedule C Change Orders Schedule C Change Orders C.O.XXXX $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DIV/0! _ $0.00 $0.00 $0.00 $0.00 0.00 $0.00 4DIV/01 $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 C.O.XXX Totals $0.00 $0.00 $o.00 $0.00 _ $0.00 $0.00 #olVio! C.O.XXXX _ $0.00 sow_ _ $0.00 0.00 $o.00 $o.aa 0.00 $0.00 #o1V/0! $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #o1V/0! $0.00 $0.00 $0.00 0.00 $0.00 $0.00 0.00 $0.00 #DIV/01 C.O.XXXX Totals $o.00 $0.00 $o.00 o.00 $o.00 saw $o.00 #oIV/o! Washington State Sales Tax 10.1% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Schedule C Change Order Totals $0.00 $0.00 50.00 $0.00 $0.00 $0.O0 #DIV/0! _ Schedule C Plus Schedule C C.O.Totals $185,925.87 $0.00 $186,197.27 $186,197.27 $0.00 $186,197.27 ITotal Schedule A,B and C Plus Change Orders $5,912,988.93 t. l 0 City of Renton Progress Payment No 18 and Final g Y Project Name: Duvall Avenue NE CAG: CAG 20-065 Tib N/A Contractor: Reed Trucking and Excavating FHWA: Pay Period: 06/01/23 to 01/10/2024 No. Completed Project Estimates Date: January 18,2024 Payments includes estimated overruns underruns Contract This Progress Payment Previous Payments Payments to Date Estimate to Complete Estimate at Completion mange aid item Description ' and I Unit Prise I 0.uanoh I Cost Quantity I Cost Quantity I Cost Quantity I Cott Quantity I Cost Quantity I Coat %of Contract Orders °Schedule A Materials on Hand(MOH for BI ABS Electrical System Complete) $0.00 $0.00 $0.00 "Deferral for A68 Filterra Trees $3,900.00 -$3,900.00 $0.00 Protected Pied Total Amami AN ftl»dttles and Estimate to Complete Change Orden Schedule A Plus Schedule A C.O.Totals 524,510.49 $5,341,846.74 $5,366 357.22'. Schedule B Plus Schedule B C.O.Totals $0.00 $326,107.961 $-326 107 9 71 Schedule C Plus Schedule C C.O.Totals $0.00 $186,197.271 Si86 197.27 Total All Schedules and Change Orders,MOH and Deferrals $28,410.49 $5,850,251.9T $5,878,662.46 ( $0.00 1 $5,878,662.46 Retainage 0%due to Retalnage Bond 50.00 $0.00T $0.001 Pay This Amount $28,410.49 Approvals For Thls Progress Payment -nature Date Signature Date /� Resident Engineer I"'!`�i'L�/C 4 Contractor 1 f-775 -05� \-74; l ••"w ..,.-- Project Manager �Ae"/.:bar ... 1/18/2024 . . . Transportation Desgn Mgr. AI JO I�/""s: . . t4Iii '4