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HomeMy WebLinkAboutCO 8 y CAG-14-088 , CO #8-15 CONTRACT CHANGE ORDER NO. #08 (FAA-Eligible) or SUPPLEMENTAL AGREEMENT NO. AIRPORT Renton Municipal Airport DATE 27-May-15 LOCATION Renton,WA AIP PROJECT NO. 3-53-0055-024 CONTRACTOR Gary Merlino CITY OF RENTON Construction Co.,Inc. PROJECT NO. CAG-14-088 You are requested to perform the following described work upon receipt of an approved copy of this document or as directed by the engineer: Item Unit No. Description Unit Price uanti Amount 01 FD#006-Replace damaged asbestos pipe LS $3 917.94 1 $3,917.94 02 FD#011-Concrete parking pads LS $3,109.42 1 $3,109.42 Sub-Total $7,027.36 Sales Tax 9.5% $667.60 This Change Order Total $7,694.96 Previous Change Orders Total $(173,630.92) Revised Contract Total $1,086,629.28 The time provided for completion in the contract is unchanged. This document shall become an amendment to the contract and all provisions of the contract will apply. Changes are shown on Drawing(s)No. C3.01, C2.01 dated 0/151 3/6/15, three copies attached. Recommended by: En neer _ Date Approved by: Owner Date Accepted by: ZE/S- Coifftractoe Date Concurred by: State Ae nauti (i applicable) ate Approved by: 717115 _ F ral Aviatio fdministration Dat Page 1 of 2 f i � a NOTE: Change Orders and Supplemental Agreements require FAA approval prior to construction, otherwise no Federal participation can be granted. State Aeronautics concurrence is required when state participation is anticipated. JUSTIFICATION FOR CHANGE 1. Brief description of the proposed contract change(s)and location(s). Item No. 01 - FD#006 -Abatement and Removal of a segment of existing damaged asbestos pipe to be replaced with 6 inch ductile iron storm drain pipe. See Exhibit 1 attached. Item No. 02 - FD#011 - Install two airplane parking pads along west edge of grass bay, west of RW End 34. 2. Reason(s) for the change(s) (Continue on reverse if necessary) Item No. 01 - FD#006 -An existing asbestos pipe broke during compactive efforts on the grade within the new lawn area behind the new blast wall. A certified and qualified asbestos abatement subcontractor performed the abatement and removal. The removed asbestos pipe was replaced with a ductile iron pipe due to shallow cover in the area. Item No. 02 - FD#011 - The two original airplane parking stalls were removed during clearing/grubbing and grading operations. The original parking stalls, each consisting of three(3), 6" wide concrete wheel lanes, had failed over years of continued use and needed to be replaced. The new design features a 10'by 10'pad with 6" deep reinforced concrete. 3. Justifications for unit prices or total cost. Unit prices for labor are per the current labor wage rates. Unit prices for equipment are per the current year equipment rental rates. 4. The sponsor's share of this cost is available from: 90% 5. If this is a supplemental agreement involving more than$2,000, is the cost estimate based on the latest wage rate decision? Yes ❑ No ❑ Not Applicable Z. 6. Has consent of surety been obtained? Yes ❑ Not Necessary Z. 7. Will this change affect the insurance coverage? Yes ❑ No Z. 8. If yes, will the policies be extended? Yes ❑ No Z. 9. Has this(Change Order) (Supplemental Agreement)been discussed with FAA officials? Yes ❑ No ® When With Whom Comment Submit 4 copies to the FAA Page 2 of 2 URNS RENTON MUNICIPAL AIRPORT FIELD DIRECTIVE #006 Project: Renton Municipal Airport— Runway Blast Wall Replacement Contractor: GARY MERLINO CONSTRUCTION CO.. INC. Date: Feb. 20, 2015 Signed: Jay Anderson, EIT FIELD DIRECTIVE DESCRIPTION: Replace damaged asbestos pipe with DI DETAILS: A 6" diameter buried asbestos pipe was damaged on 2/16/15 during grading of the area around drainage structure CB3. Regarding the removal of the damaged asbestos pipe and replacement of the said pipe, GARY MERLINO CONSTRUCTION CO., INC. is hereby directed to: 1) Damaged pipe removal — Please follow contract specifications, particularly "Instructions to Bidders — Line 19" for the removal and disposal of the damaged asbestos pipe, and perform this operation using qualified personnel. Please submit a plan of action as soon as possible. 2) Install 20' of 6" ductile iron (Bid Item 1.24) pipe to reestablish the storm drain system, downstream of C133, damaged during construction. The connection of dissimilar pipes should be per WSDOT Standard Plan B-60.20-00. Please see the attached plan sheet for locations and additional information. Page 1 of 1 ,t� •I TOH LINE+ INFIELD GRADING ` NEW AIRSIDE LEGEND: ON �ATIO TO RIG T \\ \ EXISTING CONTOURS PROPOSED CONTOURS PROPOSED GRADING LIMITS --- — EXISTING STORM DRAIN PIPE EXISTING EDGE DRAIN EXISTING SANITARY SEWER PIPE 1. DUSTING CLEANOUT v\ �4�V "�� oGST44G MANHOLE EXIsnNG CATCH BASIN X ADJUST EXISTING DRAINAGE STRUCTURE RIM A f 11�, / NEW CATCH BASIN x / J. \\ —e— NEW 6'D.I.P. TPH LINE __-... ._..- i�'� � EXmNc E W E a ♦ v E - -` ��— `, - -x` CON NUATION TO LE - A O DRAINAGE STRUCTURE IN SEE SCHEDULE ON C3.02 1111 4 � BLAST WALL STRUCTURE CUT ON PROFILE v s.o \✓ y�✓ t �-'� _-_ `\-\ \ti_taro '\"C a ao�\' __ NOTES: —_—_ _—_—d,-- -r - -�`�-` `F / / 1.FOR BLAST WALL DIMENSIONS AND DETAILS SEE ' •.. -_ _ !+ +._ �, _�_._ / ..-.� l'/�_� -I SHEET C5.01. 3 / 2.FOR BLAST WALL FOUNDATION ELEVATION SEE SHEET C5.01. 3.ENGINEER TO PROVIDE FINISH D.T.M.SURFACE TO CONTRACTOR AT TIME OF CONSTRUCTION. � f , TINU 10 0 FT ' NEWLANDSID GRADING - `\ NEW I;AIDSIDE f �\\ cRAoluc I I I / \ \ \ I�I I l + `\. x NT" ON TO RI T —J Remove damaged 6'asbestos pipe following Washington State codes and regulations for T NEW BLAST WALL AT CENTERUNI asbestos material,and as outlined in Article 4 of the Puget Sound Air Pollution Control Agency - 7,3 Regulation Ill. -Aran Replace the damaged 6"pipe with 20of Storm Drain Pipe 6"DI,BI#1.24,to reestablish the - _ 22 FUTURENC storm drains tem. Maintain existing rt elevations at CB3 and the connection /1 LL�� system ng inve point of the tiuw - EXISTING BLASTWA L G 12.4 NEW BLAST WALL AT EAST new DI to existing pipe.Connection of dissimilar pipe shall he per WSDOT Std Pin = 8-60.20-00. X5.00 6a .GO 7t0 00 8+ 00 9a W IOa 00 II♦000 Ila .00 13.0.00 Ida DD ' y 40 0 40 50 14 SCALE IN FEET 34:1 APPROACH SURFACE HORIZONTAL SCALE EX6TNG GRWND MWFR mM: ru Ap NO.: ocvaLLu "p �;;�"""r♦ �M� tCY' RUNWAY BLAST WALL REPLACEMENT Ac RCNTON MUNICIPAL AIRPORT TSI C0"—EU N0' • ♦ CLAYTON SCOTT FIELD lifilildr ,w°OR ml A mlrz,Nao cHLaeo: ,n + RENTON,WASHINGTON GRADING AND DRAINAGE PLAN* -, ��WA se1u1 ♦r ,� ? rA (iafs��isw� APPROVED: Ac �'� AS SHOWN RTL. OB-OS-2014 C3.01 azn. i . 3imilar Pipe - y�, r x r= inection, per WSDOT a • Pin B-60.20-00 It b Asbestos pipe end shall be non-fractured and smooth prior to jointin l 9 Y I k 1 _ a•- ^ Grp , c• - I r Storm •- • DI 'total length i -• Elbow, • s r;n+'' � ''4+1• t#� ,a� {�T'+��,�.�t1 .tiT "t-^q�^,� s�"��T�. � x " ..��: t1 � �2 t� .. - �*` Zz A i 44 nay k 1 � '.}It - f � ,•A• "�•- s Storm •- • (Bid Item 1.24) - Pipe M I Damaged 6" asbestos to be flush With pipe, to be removed. Extra Work Order Gary Merlino Construction Co. Customer DATE JB p IF w_ RENTON MUNICIPAL AIRPORT 2/25/2015 RENTON BLAST WALL RUNWAY BLAST WALL REPLACEMENT - Wprk DexrloUon• _ REMOVE 6"ASBESTOSP[P_E PIPE IS AN EXISTING STORM DRAIN OUTFALL FROM CIP 3 DISCOVERED DURING GRADING LABORCOSTSHOURS RATE TOTAL EMPLOYEES ON PROaCT CLASS REGULAR i OVERTIME JWIG 011" COST KAMPBELL,JOHN C. 14BOPRGRPI 12 4.0 65.91 88.37 263.64 BROWN,PAUL G. 14BLAB 4.0 50.84 , 69.27 203.36 TOTAL LABOR COST CsAIrCC0i{0 S 67 DESCRIPTION ;'m UNIT NO. I I RATE TOTAL D CRIP710N QTY UNIT COST TOTAL F250 4x 2 22,067 1 4.00 17.14 68.56 580L,4 x 4 — - - ---- - - ----- 24,054 ;_ 4.00 " 31.75 127.00 TOTAL MATERIALS TOTAL EQUIPMENT 195.56 R81V! 8 UlPMENT; TOTAL LABOR 46 .. 67.00 DEscwPTION UMt NO. 19556 ROURs RATE TOTAI COST TOTAL GMCC EQUIPMENT . --- -- ----_-_ _.— ----_-- —_ _ TOTAL MATERIALS TOTAL SUBCONTRACTORS 2,749.00 TOTAL RENTAL EQUIP. =-- - - ---- 1 TOTAL DIRECT 3,411.56 -- --- - -- _ LABOR29.00% 135.43 TOTAL RENTAL EQUIPMENT �— --- — EQUIPMENT.--'-- -- 21_00% — 41.07 :4fiaCblVTli✓lIC7IUR5'' " MATERIALS 21.00%' SURCONTRACrORs COST mor TOTALcosT SUBCONTRACTOR 12.00% 329.88 PAS Abatement Service -- — --- 2 749.00 1.00 2,749.00 RENTAL EQUIPMENT 21.00% _ LA4,290.14 SUBTOTAL SALES TAX TOTAL SUBCONTRACTORS 2.749.00 TOTAL THIS EWO Owners Rep.Signature: Date: Forman's Signature: Date. ! p ARIAS 7415 West Bostian Road Woodinville, WA 98072 425-806-8404 Fax 425-806-7404 PERFORMANCE Contractor#PERFOAS134LC PROPOSAL ABATEMENT SERVICES INC 1 "There is no substitute for experience..." To Customer: Gary Merlino Construction Co. Date: February 25, 2015 9125 900 Ave. South Page One of Five Seattle, WA 98908 Attn: Bob Pipinich ArchitecVEngineer: Job Name Renton Municipal Airport Location Renton Municipal Airport 6"AC Pipe Renton WA Performance Abatement Services,Inc.(hereinafter designated as"CONTRACTOR")proposes to furnish all materials and labor required for the application of the following(hereinafter designated as the"Work')for the amount stated below: Scope of Work: Removal and disposal of 25' of 6" exposed Asbestos Containing Water Pipe from the South end of the Airport. Y Power and Water to be provided by Owner. Y PAS to provide notification to L&I and PSCAA. Y PAS to provide Air Monitoring. Disposal of all PAS created waste. Y Closeout package including: Daily Reports,Air Monitoring,and Waste Manifests. • Price Excludes Washington State Sales Tax. • This proposal is based on one mobilization. • Price does not include furnishing of Bonds. If Bonds are required, add 1%to the base price. In the event CONTRACTOR's pace is included widun your bid,then CONTRACTOR's bid will be deemed to have been accepted TMsproposal is subiect to change and volt ba wathdrawn if not accepted wdhm 30 days of the above date;it is subject to and includes all terms and conditions described herein Car" wch other lamas as may be mutually agreed upon). Contract Prices 2,749.00 PERFORMANCE ABATEMENT SERVICES, INC. Acceptance Date: By. `/'`��eQQ& By. Title: W Klerk Baker, Operations Manager Customer Name: By. Title: Approval Date: 11-99 MOIORMANCE EQUIPMENT WATCH www.equipmentwatch.com Adjustments for 22-067 in Inventory February 11,2015 On-Highway Light Duty Trucks Miscellaneous Models Size Class: Net Hp 100-199 HP Configuration for On-Highway Light Duty Trucks Power Mode Gasoline Cab Type Conventional Axle Configuration 4X2 Ton Rating 314 Horsepower 165.0 Blue Book Rates FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $620.00 $175.00 $44.00 $7.00 $13.85 $17.37 Adjustments Region ($10.54) ($2.98) ($0.75) ($0.12) Washington: 8.3%) Model Year(2009: ($30.47) ($8.60) ($2.16) ($0.34) 95%) Ownership(100%) - - - - Operating(100%) Total: $578.99 $163.42 $41.09 $6.54 1 $13.851 $17.14 Rate Element Allocation Element Percentage Value Depreciation(ownership) 58% $359.601 mo Overhaul(ownership) 28% $173.60/mo CFC(ownership) 4% $24.80/mo Indirect(ownership) 10% $62.00/mo Fuel(operating)@$3.51 79% $11.00/hr Revised Date: 2nd Half 2014 All material herein cp 2003-2015 Penton All rights reserved. Page 536 of 1497 r ) URi RENTON MUNICIPAL AIRPORT FIELD DIRECTIVE #011 Project: Renton Municipal Airport— Runway Blast Wall Replacement Contractor: GARY MERLINO CONSTRUCTION CO.. INC. Date: Mar. 6, 2015 Signed: Jay Anderson, EIT FIELD DIRECTIVE DESCRIPTION: Concrete Parking Pads DETAILS: GARY MERLINO CONSTRUCTION CO., INC. is hereby directed to: 1) Install two concrete parking pads for airplanes along the western edge of the west grass bay. Concrete shall be CL 3000, reinforced matting with#4 bar at 12 inches O.C. Each concrete parking pad shall be flush with the adjacent asphalt on the western edge. Pads shall be 10' wide, by 10' long, by 6" deep. Grading around the pads shall be left 1" below top of concrete pad. See revised plan sheet C2.01, attached. Page 1 of 1 + + See Note 3.tyD i LEGEND: +� MA CH LLINE _ NEW Al-BLAST PAD-SEE SEE PONTINUATION BELOW , L'.��17.7 DETAIL 1/C4.01 + + / + + 34 101 / TAxM'ArA SINK HOLE REMEDIATION-SEE + + 28' 4 ,tJ� ` '•+` / -����� DETAIL 2/C4.01 + + �.� STA 10+50.91 STAB+63.82 + + + `r10' OFF:-250.00 �., �' `. � `..�,` NEW BLAST WALL FOUNDATION- OFR-201.32 + + 'SEE ` _CIA- - - - -OFA- OFA- _... _ t OFA SEE SHEET C5.01 STA 8+66.67 + NOTE --_-_- OFF:-192.30 ++. STA.1-250.68 ® NEW I_ANDSGPE-SEE L-SERIES + + OFF:-250.00 0 SHEETS SFF:-13.01 + - OFF:-1J0.01 .F + O + RE-GRADED AND SEEDED AIRSIDE STA7+78.45 + OFF:-122.84 p + I + RE-GRADED AND SEEDED LANOSIOE i + ❑ -«� NEW FENCE(SEE SHEET C5.02) STA 10+41.68 OFF.116.66 ❑E NEW ELECTRICAL SERVICE PANEL STA.-9+1 STA7+90.60 OFF:-118.30 OFF: 117. STAB+88.06 -\ OFF:-12264 +75.69 RENiON•MUNICIPAL AIRPIQRT NOTES: _ 0 3.22 CHEVRONS AND RUNWAY { 1.TOUCH UP EXISTING 3 FOOT WIDE YELLOW STA 37. t, _.. MARKING IO IXAR. ORF:3�.50 . DEMARCATION&Ui. 6.00 7.00 8. 9.00 1 00 _. I -.._..11.00 .._ ...12ap0 .-. ..1300 ' - -. 2.NEW FENCE POST MUST BE COORDINATED WRH ----I---- ---+--- ---- -+- ENGINEER OF RECORD TO MAINTAIN SECURE AOA STAB+75.69 AT ALL TIMES.SEE PHASING DRAWINGS FOR OFF:37.50 OFF,6192 - } - _ - - ILx APPROXIMATE TIME OF FENCE RELOCATION. 3. Install Concrete Pad,10'W by 10'L.6" STAT+83.73 -"tON-MUNTIRAL AIR OFF:94.35 - .. .... _,._ thick. Install rebar matting.#4 bar at 12" STA.+44.75 " ' '----' � `- '- '- " '-�-- / --__ O.C. Subgrade shall be firm and unyielding OFF-.94.50 , \ .= prior to placing concrete. '-- STA8+77.85 _ SSTA-7+64.2664.26 + T OFF:-474.46 � � 1 OFF:99.44 + + ..� STk9+56.27 + STA9+56.31 OFF:99.88 9.88 I - + + OFF:62.32 - STA7+26.18 + + I243 OFF:240.80 + + STA:8+83.85 I yi- BLOC + + OFF:136.09 + + SEE NOTE 2 + + + + 6b + + + ++ OFF:-476.79 L + + + OFA- _ _ _ _OFA + + + 5i +80.10 SEE NOTE 2 + STAB+39.29 :247.62 + + OFF:-472.08 a \ + + y MATCH STA:e+48.25 f OFF-.300.48 + SEE CONTINUATION ABOVE 40 SC0 40 ALE IN FEET BD N HOR12ONTAL SCALE p \ 113 RIMINT tlrlC: fM IOP NO.: RUNWAY BLAST WALL REPLACEMENT I ft- x FD#011-Concrete Parking Pads 3)6/15 V U+A RENTON MUNICIPAL AIRPORTCOM O` PAaEtt M 4• CLAYTON SCOTT FIELD SMCCT Tf°- + •�FTF,A9M J ccnu RENrON,WASHINGTON GEOMETRIC CONTROL AND PAVING PLAN STATOi,WA)NI0C2.�11 FAL(TOB)1M-34M A5 SHOWN ��� 06-OS-2014 f a j GARY MERLINO CONSTRUCTION } _ RENTON_MUNICIPAL AIRPORT BLAST WALL REPLACEMENT FD#11 TWO AIRPLANE PADS COST SUMMARY I 3/5/2015 $ 171.35 3/6/2015 $ 1,181.80 - 3/9/2015 $ 1,19_2.98 563.29 $ 3,109.42 SALES TAX 9.5%- $ 295.39 TOTAL: $ 3,404.81 URS RENTON MUNICIPAL AIRPORT FIELD DIRECTIVE #011 Project: Renton Municipal Airport— Runway Blast Wall Replacement Contractor: GARY MERLINO CONSTRUCTION CO. INC. Date: Mar. 6, 2015 Signed:Jay Anderson, EIT FIELD DIRECTIVE DESCRIPTION: Concrete Parking Pads DETAILS: GARY MERLINO CONSTRUCTION CO., INC. is hereby directed to: 1) Install two concrete parking pads for airplanes along the western edge of the west grass bay. Concrete shall be CL 3000, reinforced matting with#4 bar at 12 inches O.C. Each concrete parking pad shall be flush with the adjacent asphalt on the western edge. Pads shall be 10' wide, by 10' long, by 6" deep. Grading around the pads shall be left 1" below top of concrete pad. See revised plan sheet C2.01,attached. Page 1 of 1 + + See Nde 3,Wyp LEGENO' +� MATT_LRJE�__ v � NEW wsri+iT etwsT oro-sEE SEE ONTINUATION BELOW , U.].1:_3 pEfAR ifC+.01 TAArvrArA 5NR rqREMEDN710N-SCE ' ' 7 78 � � ��;' / I LI I I I I I DDETAIL2/u.Dr 70 STA70+50.91 STA.46182 r ''r10 OFF'-250'0 7 7 NEW BLAST WALLR1VND+110N- OFT:-201.32 SEE -s6- - - .� -e6- - ,�_�.Oq. �_�_�.pIL SEE SHEET C5.01 STA_+66.67 NOR .. 0(H;-192.30 + SEA 0+41.68 -PE NEW-PE-SEE l-SERIES STAB+77.96 OFF:-250.00 SHEETS OFF:-130.011 +i - AND SEEDED uRS10E STA 7+78.45 OFT.-122M ! 'a D RE-CRAOEB AND SEEDED tAND50E NEW FENCE(SEE SHEET C5.02) STA 10+41.68 OFT:-116.66 �� NEW ELECTRICAL SERVICE PANEL STA7+90.60 ,...� OFF:-118.30 OF 375,691 2OFF:37.50 :._.III REh i ON MUI!NC PN-YJRFI aT , ••""': F L __ .•. 4, NOTES:1.TOUC UP EXISTING 3 HOOT WOE YELLOW CHEVRONS AD RUNWAY -SA9*26A3 DEMARC1TION5. 2.NEW FENCE POST MUST BE COORDINATED WDH _._.. - INC86:ER OF RECORD TO 140BNN SECURE ADA STA8+7569t � " AT ALL TIMES.SEE PILISNG DRAFANCS FOR m.. --{_-" _ .:__ 'i._ _._ _, _ APPROXIWiE TIME Cr FENCE RELOCATION -n , OFT:3].50 OTF:6i.921 - ' S6A7+83:73 \ ._-__.__ .__,_L� _.__.._ -..REM7.3N' 3.I.sla:C c e..e F'ad.'01%'by:0'L,c OTT9435 - \ rh .. .,� i[ t ^ 5TA:7+N,75 �;, _..... _..:_ _ :..__ _-=..._._� C'..0 lub9f.&e ha,!>e t--d M.94 so y II J 4 p••v I plaC,rtq cn ' STA8+77.65 + + \ OFF:-474.46 STA7+64.26 n,\ 3 ' 99,8.7J W: STA9+56.31 OFF99.88 ' ++ OFF-62.32 STA7+26.18 + r4 243 OFF240.M '� . , STA8+53A5 I TFpL SLOG +' + OFF:138,09 . `m SEE NOTE 2 01 _ • ' • + STA8469.33 a + + ` 09:-475 79 ice_ .. ____,_.___... "_. _ _ � � �,.�q� � � � �9qi \\ +1 STA_+32.0 ST +8010 SEE NOTE 2 OHF-172.08 F:N7.62 ��� ' MATCH LINE STAB+48.45 +•+ ���•�� OrF:3M48 SEE CONTINUATION ABOVE 4 0u _LL 1.KILL NORRONTAL SCALE (� m Ti Ac etwenWN nmxa 1rRL r+A A.NR: �Wo«ra Y`t RUNWAY BLAST WALL REPLACEMENT .� x 4` Foa01I-C-,M,v.-k,M ads 31e,15 A R!NTON MUNICIPAL.AIRPORT BUT me ♦ ♦ CLAYTON SCOTT FIELD I.,,-..E PoE.sAWr,4m oWa� M - GEOMETRIC CONTROL AND PAVING PLAN !l,Tlii,f WA M1M ' RENTON,WASHINGTON C2.01 A5 SNOWN �n� o6-OS-tof4 Extra Work Order Gary Merlino Construction Co. Customer ATF. JOB# E W O# RENTON MUNICIPAL AIRPORT 3/5/2015 RENTON BLAST WAL FD#il Pro ect: RUNWAY BLAST WALL REPLACEMENT � W CONSTRUCT'fWOCONCRETE AIRPLANE PADS - EXCAVATE,GRADE,FORM AND POUR TWO PADS IN PHASE 1 AREA -- - -- — - - "BOR COSTS HOURS RATE TOTAL EMPLOYEES ON PROJECT CLASS REGULAR OVERTI.HE REG OT COST KAMPBELL,JOHN C. 14BOPRGRP112 - L0 i 65.91- ----_ -_ 88.37 65.91 --- ------- BROWN,PAUL—G.- 1-4-B-- I.0 50.84 69.27 50.84 — _. --- -- - — r - - - TOTAL LABOR COST 116.75 G'Mccol Dis r..MUMS S F'. 'DE CRRTIONUYJTNO. OURS RATE TOTAL COST bESCRR710N TV UNITCOST TOTAL F7250 4x 2 22 067 !.vv , 17.14 17.14 — TOTAL MATERIALS TOTAL E UIPMENT 17.14 RfVTALL° 'tl1�11yBIVT _. .' „ TOTAL LABOR _116._75 or cRIrTros UNIT NO. HOURS RATE TOTAL m.f TOTAL GMCC EQUIPMENT 17.14 TOTAL MATERIALS TOTAL SUBCONTRACTORS T TOTAL RENTAL EQUIP. TOTAL DIRECT 133.89 _ 1 LABOR 29.00% _ 33.86 TOTALRENTAL EQUIPMENT EQUIPMENT 21.00% 3.60 S111t1 bNTRa x'' MATERIALS 21.00% SUBCONTRACTORScosi VNTJ TOTALCOST SUBCONTRACTOR _ 12.666/-o - -- — RENTAL EQUIPMENT 21.00% - SUBTOTAL 171.35 SALES TAX 9.50% f 16.28 TOTAL SUBCONTRACTORS - TOTAL THIS EWO 187.63 Owners Rep.Signature: Date: Forman's Si nature: Date; Job Name: Runway Blast Wall Replacement Job Code: 2014-007 Cost Code Review Cost Code: 10-099-0006 Concrete Pads Code Description Class Reg.Hours OT Hours Other Hours __. Date: 03/05/2015 Foreman: 11005 = Time Card: Production Quantities: 0.000 11005 JOHN C. KAMPBELL 14BOPRGRPII2 1.00 0.00 0.00 22-067 F250 4x2 1.00 0.00 0.00 02680 PAUL BROWN 14BLAB 1.00 0.00 0.00 Labor Totals: Hours- 2.0 Equip Totals: Hours- 1.0 Cost Code Notes: Slot: 7 Company Note: layout pads with Jonathan Indexes: Inspector Note: Printed on: 05!10/2015 07:07:23 X Date: Attendance/Non-Use Codes included in Hours:S.H,E.V.T.A.W/S.R.A Pave 1 Extra Work Order Gary Merlino Construction Co. Customer A E LOP--# IEWO# RENTON MUNICIPAL AIRPORT 3/6/2015 RENTON BLAST WALIJ FD#11 Project: RUNWAY BLAST_W__ALL REPLAC__ EA4__ENT ; Work Description: CONSTRUCT TWO CONCRETE AIRPLANE PADS DIG OUT FOR NEW PADS,GATHER REBAR AND FORM MATERIALS - LABOR COSTS. HOURS RATE TOTAL EMPLOYEES ON PROJECT CLASS REGULAR OVERTIME REG OT COST KAMPBELL,JOHN C. 14BOPRGRP112 6.0 65.91 1 88.37 395.46 BROWN,PAUL G. 14BLAB 6.0 50.84 69.27 305.44 TOTAL LABOR COST 700.50 GNCC0#w'"D' L+lPwBA"T RATulTNo. v .f b1ilTr umTcosis TOTAL ""MPTIon l 580L,4 x 4 1 24,054 400 31.76 127.04 F250 4x 2 - 22,067 6.00 17.14 -102.84 1 - TOTAL MATERIALS TOTAL EQUIPMENT 229.88 RENTilL IPa1/BN� " TOTAL LABOR 700.50 DESMP'nON VNTI NO. Ropes RATE TOTAL COST _TOTAL GMCC EQUIPMENT 229.88 _ TOTAL MATERIALS TOTALSUBCONTRACTORS I _ TOTAL RENTAL EQUIP. TOTAL DIRECT 930.38 LABOR _ 29.00% 203.15 -- __-- ---- —-- -- i -- TOTALRENTAL_ ;E UIPMENT EQUIPMENT 21.00/o, 48.27 WSCONTRACTOkS MATERIALS SUBCONTRACTORS COST UNIT 1 TOTALCOST SUBCONTRACTOR _ 12.44"/ai - RENTAL EQUIPMENT 21.00% —` - SUBTOTAL 1,181.80 t SALES TAX 9.50% 112.27 TOTAL SUBCONTRACTORS TOTAL THIS EWO 1,294.07 Owners Rep.Signature: Date: Forman's Si nature: Date: Job Name: Runway Blast Wall Replacement Job Code: 2014-007 Cost Code Review Cost Code: 10-099-0006 Concrete Pads Code Description Class Reg.Hours OT Hours Other Hours T- Date: Foreman: 11005 -time Cerci: Production Quantities: 0.000 11005 JOHN C. KAMPBELL 14BOPRGRP112 6.00 0.00 0.00 22-067 F250 4x2 6.00 0.00 0.00 02680 PAUL BROWN 14BLAB 6.00 0.00 0.00 24-054 580L,4x4 4.00 0.00 0.00 Labor Totals: Hours- 12.0 Equip Totals: Hours- 10.0 Cost Code Notes: Slot: 7 Company Note: Dig out area for new pads, pick up rebar and forming material from southpark Indexes: Inspector Note: Printed on: 0511012015 07.07:23 X Date: Attendance/Non-Use Codes included in Hours:S.H.E,V.T,A.W/S.R.A Peae 2 Extra Work Order Gary Merlino Construction Co. Customer DATEJOB# E W O# RENTON MUNICIPAL AIRPORT 3/9/2015 RENTON BLAST WAL FD#Il P 'ecP_ RUNWAY BLAST WALL REPLACEMENT Work Descrindon; CONSTRUCT IWO CONCRETE AIRPLANE PADS_ POUR 2 EA 10'x 10 x 6" CONCRETE PADS LABOR COSTS HOURS RATE TOTAL t.mmo ETs ON PROJECT CLASS REGULAR j OVERTIME RF.G 07 COST JOHNSON,KEVIN T. 14BCEMFRMN 4.0 64.70 87.70 258.80 SOTO,RAUL 14BLAB/CONC 4.0 51.74 70.61 206.96 TOTAL LABOR COST 465.76 C1ilCCOlf'NBD: t/XPd(B7V7' _ "� DESCRIPTIONI QTV UNIT COST TOTAL ON-HWY FLATBED TRUCKS16,312 - 30.55 6.5 SK CONCRETE 4.50 108.75 489.38 _ - - - _._ - TOTAL MATERIALS 489.38 TOTAL EQUIPMENT 77777777WrALF RENTAL4 tllf'AIlS1V7 77 TOTAL LABOR 465.76 DEsaurrlON UNIT NO, HOURS RATE TOTAL COST TOTAL GMCC EQUIPMENT - TOTAL MATERIALS 489.38 TOTAL SUBCONTRACTORS TOTAL RENTAL EQUIP_ TOTAL DIRECT 955.14 LABOR 29.00% 135.07 TOTAL RENTAL EQUIPMENT EQUIPMENT 21.00%; - SL/BCONT1iw1C11DJtS`' MATERIALS_ 21.00% _ 102.77 SUBCONrIUCTORs ( COST UNtt TOTAI.COST SUBCONTRACTOR 12.00% — -- -- - RENTAL EQUIPMENT 21.00% SUBTOTAL 1,192.98 SALES TAX 9.50% 113.33 TOTAL SUBCONTRACTORS TOTAL THIS E1VO 1,306.31 Owners Rep.Signature: Date: Forman's Signature: Date. Gary Merlino Construction Company Job Name: Runway Blast Wall Replacement Job Code: 2014-007 Cost Code Review Cost Code: 10-099-0006 Concrete Pads Code Description Class Reg.Hours OT Hours Other Hours Date:03/09/2015 Foreman.11005 ; Cost Cote Notes: Slot: 6 Company Note: P A S here at 8am to 10am, remove all transite pipe, put in bags and remove from jobsite Indexes: Inspector Note: Date: 03/10/2015 Foreman: 11005 Time Card: Production Quantities: 0.000 10560 KEVIN T.JOHNSON 14BCEMFRMN 4.00 0.00 0.00 16-312 Fuso FE 160 4.00 0.00 0.00 20167 RAUL SOTO 14BLAB/CONC 4.00 0.00 0.00 Labor Totals: Hours- 8.0 Equip Totals: Hours- 4.0 Cost Code Notes: Slot: 6 Company Note: Pour 2 ea 1 0x1 0 x 6"deep concrete plane pads, got 2 extra yds for electicians flood light footings Indexes: Inspector Note: Printed on: 05/10/2015 07:07:24 x Date: Attendance/Non-Use Codes included in Hours:S.H.E.V.T.A.W/S.R.A Pace 3 SE AT ILE(Plant V�1)3803 E Margiral Wy S� Seattle STONEWAY TUKWIL-A(Plant#12 1)17024 W Valley Hwy,TukwilaTukwilaACCCADELIVERY IN-T ING (206) 762-2566 TICKET CONCRETE RENTON(Plant#14)915 Houser Way N.,Renton `AX (206) 23,58 ACCOUNTING:9125 TENTH AVENUE SOUTH CEDAR SHORES(PIl#20)21010 Cedar Grove Rd S.E.,Maple Valley SAt FS& SEATTLE,WA 98108 - (206)762-2566 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY,INC. I 0HUL R L)FS.K-- (4 2 S)226 11030 TICKET TIME AM LEAVE PLANT ARRIVE JOB BEGIN POUR FINISH POUR LEAVE JOB ARRIVE PLANT PM DATE --CUSTOMER NO. ORDER NO. PROJECT PLANT# CUSTOMER NAME CUSTOMER P.O. NO. DELIVERY TICKET NO. JOB ADDRESS COLLECT ON DELIVERY (C.O.D.) MAPZONE [ jCASH -(CHECK ; CHARGE SPECIAL INSTRUCTIONS FCARD# EXP.______ F!VISA i-'MASTERCARD DISCOVER C QUANTITY 1 U.M. PRODUCT DESCRIPTION ODE TAX AMOUNT e,Ir J, J06 TOTAL SLUMP SPACING ORDERED BY SUB-TOTAL ---------- TRUCK NO. 7DRIVER i SALES TAX REMIT PAYMENT TO 9125 10th AVE.& WATER ADDED ON-SITE CYLINDERS AUTHORIZED BY: SEATTLE,WA BALANCE FORWARD 98108 EIYES TERMS ON REVERSE TOTAL AMOUNT gals. to full load F1 YES REASON FOR DELAY TIME: gals,to 2/3 loadEl YES !JOB NOT READY LACK OF HELP ADDING WATER _.WHEEL BARROW JOB 0 ARRIVED JOB EARLY 7,.TRAFFIC TRAIN 1 DRAW BRIDGE gals. to 1/3 load F-1 WAITING FOR TRUCK TO UNLOAD I,;PUMP BLOW-BACK 0 NONE WAITING ON PUMP ?WASH PUMP C;OTHER ADDITION OF WATER WILL REDUCE -WARNING- RELEASE—CUSTOMER RELEASES AND AGREES 10 HOLD HARMLESS STONEWAY CONCRETE, IRRITATION To A DIVISION OF GARY NIERLINO CONSTRUCTION COMPANY,INC.FOR ANY DAMAGE TO H'S REAL STRENGTH.WATER ADDED AT SKIN AND EYES OR PERSONAL,PROPERTY CAUSED BY F)Ft IVERY OF rlt\TERIALS LIS'ED AF30VL DETAILS OF SITE CUSTOMER'S OWN RISK. SEE REVERSE(16) AGM-Ft/1 ON RA,'x((p- 6 MINUTES PER CUBIC YARD NOT RESPONSIBLE FOR COLOR CUSTOMER SIGNATURE UNLOADING TIME INCLUDED. VARIATION OR — Additional unloading tune charged at current hourly truck rate. SURFACE PRINT NAME DATE I DISCOLORATION I —— -- —— —— — ——— ——— ———— - BATCH DATA: TICKET TOTAL IES 12;19 CUSTOMER COPY STONEWAY CONCRETE COMPANY Hours of Operation .kvtrrtictt ujxwtngs suhlccl 9216 8TH A VE S Mon-Fri 6:00 am to 4:30 pm rr,utrniirnuu huctttcss%cx is SEATTLE, {fA 98108 Sat 7:00 am to 3:30 pm Account Manager Quote ID: RentonAirportBlastWallReconfig-64 Mike Weeks GARY"MIRLINO CONS] CO INC Company Account Number 593401 Proiect Manager Project Name. GARY MERLINO CONST CO INC Bob Pipinich Renton Airport Blast Wall Reconfig Billing Address: Project Address: Bid Date: 9125 LOTH AVE S Renton Municipal Airport 04/02/2015 PO Number Job Number Effective Date: SEATTLE WA 98108-46 None None Otrce Phone: Office Fax. Office Cell, Proiect Phone: Proiect Fax: Expiration Date: 09/30/2015 Payment: Net 30 Das Est Yardage 200.00 Escalator Date: Escalator: Map Zone: 656 B 1 Environmental Compliance N Surcharge $5 Pump Washout Ser-Oce (Includes Xi .00 Cl'sposal of cement.slurry) $2$5 Order Cancellation Fee (Per TrncA) $200.00 EA C .00 EA 60 Degree Concrete (If lnter season only:Nov Ist through War 31st) Fuel Surcharge /Price Subject to $3.00 CY change with notice) $3.00 CY 6520 3500 PSI SED CLASS 6.5(1-1/2)MIX 14 Day Paving Mix WSDOT King County&SED $103.75 CY 6520-A 3500 PSI SED CLASS 6.5(1-1/2)W/ADVA MI Mix 6520 with Adva superplasticizer for a 5"slump $109.25 CY 20019 ADVA Superpiadcizer at$0.45 per ounce $0.45 OZ 40075 INTENT&AFFIDAVITS FEE FEE $125.00 FE ti Driver Overtime $85.00 per hour for the first 1-1/2 hours,$105.00 to 8:00 PM. Plant Overtime $260.00 per hour for the first 1-1/2 hours,$290.00 to 8:00 PM. Standby Charges Allow 6 minutes per cy to unload—add$120.00 per hour thereafter. Short Load Chrgs 9 Cubic Yards or Less Weekdays:$25-per missing yards—Saturdays:$30-per missing yards-4 cy minimum delivery Saturday Rates $25.00 added per cubic yard. Stoneway Concrete is responsible for plastic performance properties(i.e.slump,air content,concrete temp,etc.)at the back of the truck chute only. All pricing is good during Stoneway Concrete's operating hours,non-holiday Monday thru Friday,6:OOAM-4:30PM. The fuel surcharge is based on current diesel prices and is subject to change with notice. /0 If. 71� J7,pjo 05111/2015 7:32 AM 533- 5-2.751 Page I of I ACCOUNTING 9125-10TH AVENUE SOUTH .SEATTLE,WA 98108.(206)762-2566'FAX(206)762-2358 SALES 9216 STH AVE S "SEATTLE,WA 98108`(425)226-1000'FAX(425)228-4924 Extra Work Order Gary Merlino Construction Co. Customer D RENTON MUNICIPAL AIRPORT 3/11/20151 NTON BLAST WAL FD#1 l Pro'ec RUNWAY BLASTWALL REPLACEMENT Work Rescripfion; —.. — — CONSTRUCT TWO CONCRETE AIRPLANE PADS STRIP FORMS,BACKFILL EDGES AND COMPACT LABOR COSTS HOURS RATE TOTAL EMPLOYEES ON'PROJECT CT-ASS REGULAR OVER'11ME REG. OT COST KAMPBELL JOHN C. _ 14BOPRGRP112 3.0 65.91 88.37 197.73 BROWN,PAUL G. 14BLAB 3.0 50.84 69.27 152.52 TOTAL LABOR COST 350.25 t31(GC BD` d(ENT r Am,TERLfl.S ...PTION UNTTNO. HOURS RATETOTAL COS�T^ DESCRVTIONQTV I UNITCOST- TOTALhz CAT CS423E ROLLER 30,022 1.00 40.70 40.70 _ F250 4x 2 22,067 3.00 17.14 51.42 TOTAL MATERIALS TOTALUIPMENT 92.12 i_. l'rOTALS XF*FAL' 1ltPMENT' :'.',. ,. z ;'m_ TOTAL LABOR 350.25 DESCRITTION Umn No. HOURS RATE i TOTAL cosT TOTAL GMCC EQUIPMENT 92.12 TOTAL MATERIALS TOTALSUBCONTRACTORS TOTAL RENTAL EQUIP. --- -- ---- --- --- - TOTAL DIRECT 442.31 TOTAL RENTAL E UIPMENT — ----'--- LABOR 29.00% 101.57 Q - EQUIPMENT 21.00°!°; 19.35 SUNCO , .,JCS IMATERIALS 21.00°!°! SURCOVTRACTORS COST UNIT TOTALC'OST SUBCONTRACTOR 12.00%; - RENTAL EQUIPMENT 21.00% SUBTOTAL 563.29 SALES TAX 9.50°!°. 53.51 TOTAL SUBCONTRACTORS TOTAL THIS EWO 616.80 Owners Rep.Signature: Date: Forman's Signature: Date: Gary Merlino Construction Company Job Name: Runway Blast Wall Replacement Job Code: 2014-007 Cost Code Review � Cost Code: 10-099-0006 Concrete Pads Code Description Class Reg.Hours OT Hours Other Hours Date: 03/1112615 Foreman:11005 Time Card: Production Quantities: 0.000 11005 JOHN C. KAMPBELL 14BOPRGRPII2 3.00 0.00 0.00 22-067 F250 4x2 3.00 0.00 0.00 02680 PAUL BROWN 14BLAB 3.00 0.00 0.00 30-022 CS423E 2:96 t:cc 0.00 0.00 Labor Totals: Hours- 6.0 Equip Totals: Hours- 5.0 Cost Code Notes: Slot: 5 Company Note: Strip forms, backfill edges and compact Indexes: Inspector Note: Total Production Quantity: 0.000 Printed on: 05/10/2015 07:17:24 X Date: Attendance/Non-Use Codes included in Hours:S.H.E.V.T.A.W/S.R.A Pace 4 EQUIPMENT WATCH www.equipmentwalch.com Adjustments for 30-022 in Inventory February 11,2015 Caterpillar CS-423E Single Drum Vibratory Compactors .,. �1 Size Class: + y` Operating Weight W/O Ballast 5.0-7.9 MTons •8 �i� Weight: T' 14,875 lbs. Configuration for CS-423E Power Mode Diesel Drum Width 66 in Drum Type Smooth Net Horsepower 80.0 hp Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate" Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $3,470.00 $970.00 $245.00 $37.00 $23.30 $43.02 Adjustments Region ($58.99) ($16.49) ($4.17) ($0.63) Washington: 8.3%) Model Year(2008: ($347.92) ($97.26) ($24.57) ($3.71) 89.8%) Ownership(100%) - - - Operating(100%) Total: $3,063.09 $856.25 $216.26 $32.66 1 $23.301 $40.70 Rate Element Allocation Element Percentage Value Depredation(ownership) 51% $1,769.70/mo Overhaul(ownership) 28% $971.60/mo CFC(ownership) 8% $277.60/mo Indirect(ownership) 13% $451.10/mo Fuel(operating)@$3.73 33% $7.76/hr Revised Date: 1st Half 2015 All material herein C 2003-2015 Penton All rights reserved. Page 940 of 1497 ECUIPMENT WATCH www.equipmentwatch.com Adjustments for 16-312 In Inventory February 11,2015 On-Highway Flatbed Trucks Miscellaneous Models Size Class: Gross Vehicle Weight 19,501-26,000 GVW Configuration for On-Highway Flatbed Trucks Power Mode Diesel Axle Configuration 4X2 Maximum Gross Vehicle Weight 25,000 lbs Horsepower 200.0 Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate** Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $1,530.00 $430.00 $110.00 $17.00 $22.05 $30.74 Adjustments Region ($26.01) ($7.31) ($1.87) ($0.29) (Washington: 98.3%) Model Year(2013: ($7.52) ($2.11) ($0.54) ($0.08) 99.5%) Ownership(100%) - - _ Operating(100°/x) Total: $1,496.47 $420.58 $107.59 $16.63 $22.051 $30.55 Rate Element Allocation Element Percentage Value Depreciation(ownership) 51% $780.30/mo Overhaul(ownership) 31% $474.30/mo CFC(ownership) 5% $76.50/mo Indirect(ownership) 13% $198.90/mo Fuel(operating)@$3.98 71% $15.60/hr Revised Date: 2nd Half 2014 All material herein 0 2003-2015 Penton All rights reserved. Page 283 of 1497 EQUIPMENT WATC H www.equipmentwatch.com Adjustments for 24-054 in Inventory February 11,2015 Case 580L SERIES 2(disc.2000) Tractor-loader-Backhoes Size Class: _ Max.Backhoe Digging Depth 14'to Under 15' Weight: 12,547 lbs. �� �. Configuration for 580L SERIES 2 Power Mode Diesel Drive 2WD Loader Bucket Capacity--Heaped 1.03 cy Backhoe Stick Extendable Net Horsepower 73.0 hp Operator Protection ROPS Equipment Notes: Includes General Purpose loader bucket,backhoe bucket and ROPS,unless otherwise noted. Blue Book Rates FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate- Operating Costs Monthly Weekly Dally Hourly Hourly Hourly Published Rates $2,040.00 $570.00 $145.00 $22.00 $20.50 $32.09 Adjustments Region ($44.88) ($12.54) ($3.19) ($0.48) (Washington: 97.8%) Model Year(1999: ($13.97) ($3.90) ($0.99) ($0.15) 99.3%) Ownership(100%) - - - Operating(100%) Total: $1,981.15 $553.56 $140.82 $21.37 1 $20.501 $31.76 Rate Element Allocation Element Percentage Value Depreciation(ownership) 35% $714.00/mo Overhaul(ownership) 46% $938.40/mo CFC(ownership) 7% $142.80/mo Indirect(ownership) 12% $244.80/mo Fuel(operating)@$3.98 55% $11.30/hr Revised Date: 2nd Half 2014 All material herein 0 2003-2015 Penton All rights reserved. Page 595 of 1497 EQUIPMENT VI/ATCH www.equipmentwatch.com Adjustments for 22-067 in Inventory February 11,2015 On-Highway Light Duty Trucks Miscellaneous Models Size Class: Net Hp 100-199 HP Configuration for On-Highway Light Duty Trucks Power Mode Gasoline Cab Type Conventional Axle Configuration 4X2 Ton Rating 3/4 Horsepower 165.0 Blue Book Rates FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate" Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $620.00 $175.00 $44.00 $7.00 $13.85 $17.37 Adjustments Region ($10.54) ($2.98) ($0.75) ($0.12) Washington: 8.3%) Model Year(2009: ($30.47) ($8.60) ($2.16) ($0.34) 95%) Ownership(100%) - - - Operating(100%) Total: $578.99 $163.42 $41.09 $6.54 1 $13.851 $17.14 Rate Element Allocation Element Percentage Value Depreciation(ownership) 58% $359.60/mo Overhaul(ownership) 28% $173.60/mo CFC(ownership) 4% $24.80/mo Indirect(ownership) 10% $62.00/mo Fuel(operating)@$3.51 79% $11.00/hr Revised Date: 2nd Half 2014 All material herein©2003-2015 Penton All rights reserved. Page 636 of 1497 P p pI �pa�$~,'� io c�..V�l.�_�pp� TaI '�b P'ol� Iml�l� � �a°,;� DPDiR ,I��$i$i$�I$��°e8'Ai�ol&'i gl'�'o��T i� N r I !R R g I jr, �arpj Ian ODI lO I�N� b b n r,W ODIW N�1D 1010•.n inlw P b. In IawIN�r lDb ,Nib N bI�D '�� ;nl w�l$.aD00�w 0DI00 a•b.nlb b�Cib b �: 1 � � IN ' m N �I� : 4 1 P, a.1. 610 J.'d �d;cldicildicl d old . . . A!�Q G 0�610* . ... . 01.C5 o� f6;6 d d 6 'd'6 '6 31;3 it lit it e KI 2; tl� ZN 8 Ai M1.1; ci c.6 O�i :.i m d SIN m: Z g M AIT 44 m M .4-4 '6 gi-!;1 16 IN'.z '.I. it i m €R ..n�iIRilmlmi�$,..,R', $�n n n R'iim m m�?6�a m m mA m IPavin!, IP.leu rri R3 e9i�,v11•'.' 1,4i ml1Yi MIo4i O1jm m .Imi I1Din r�r^. 33331 3l3l: ;:18 21 v w v z i Zz f ' Y InI F!E E; < rr—,!� , z z Al IWO 919 1;ill i i i *o f a rci> >', 21>I oc pfs gc < > I— o. I�� �g'glgl Sit�Vt 2 iw -_' H II N lo- n'.40". .0.1 10 0 10 lo!'019I t-H-1 His I alal z z zIf flf rr I Elm'gq 51. E 5 t1V il . v § §6111 c 0 0 • 66 .'D!r"ir'i M1 01' 0 0 0 2,0 0 Liu� Gary Merlino Construction Company Job Name: Runway Blast Wall Replacement Job Code: 2014-007 Cost Code Review Cost Code: 10-099-0006 Concrete Pads Code Description Class Reg.Hours OT Hours Other Hours Totals by individual items: Employees: 02680 PAUL BROWN 14BLAB 10.00 0.00 0.00 10560 KEVIN T. JOHNSON 14BCEMFRM 4.00 0.00 0.00 11005 JOHN C. KAMPBELL 14BOPRGRPI 10.00 0.00 0.00 20167 RAUL SOTO 14BLAB/CON 4.00 0.00 0.00 Totals: 28.00 0.00 0.00 Equipment: 16-312 Fuso FE 160 4.00 0.00 0.00 22-067 F250 4x2 10.00 0.00 0.00 24-054 580L,4x4 4.00 0.00 0.00 30-022 CS423E 2:00 I:c`' 0.00 0.00 Totals: 20.00 0.00 0.00 Materials: _. Cost Type_ 7bii1ts ... #eceived Used Subcontracts: Cast Type- Units Received Used Supplies: Cost type - 'on! ' Received Used Printed on: 05/10/2015 07:07:24 x Date: Attendance/Non-Use Codes included in Hours:S.H.E.V.T.A.W/S.R.A Pace 5 w I 1i Y L. W AIRSIDE M�,TLINEv \ / / 'INFIELD L�CONTINUATION TO RIG T� a IE�sRAD'No � LEGEND. -�I 3D A \ w ry I I _Y' -— - EXISTING CONTOURS 'S, r � � PRoaosEr.coNTouRs PROPOSED GRADING ITS EXISTING smRM DRAIN PIPE EXISTING EDGE DRAIN EXISTING SANITARY SEWER PIPE m EXISTING CLEANOUT EXISTING MANHOLE EXISTING CATCH BASIN x IIADJUSTEXISTING DRAINAGE STRUCT NEW C TRIM I '� � I � � � A - IP 9�I ���� � ^._/ '� ❑ NEW CATCH ersw CONTINUATION TOL�r - `a\� ---AD— % m... DRAC HINAGING E STRUCTURE sTRu iLR LINE SRAINAGfRTRUCTERE ON SFE 02 I�, 4BLASi WALE sTRucruRE CU-ON PROFILE 6 eo .moo o= / s.o ✓ I \ ,` \.. 1 roo \'� a«D '\ \\T NOTES: _. T _— - - EO R SHEET CSS WALL DIMENSIONS AID DETAINS SEE 01 A N �� FOR BLAST WALL FOUNDATION ELEVATION SEE _\�..! III __\ ✓ .. /�,_ _ _ _ SHEET C!01 I \ 1 i \ _J / // 7 3. ENGINEER C PRAT LI FINISH DTMONST UCTIO CE CONiTRACiOR AT TIME OF CONSTRUCTION. 'p tr�ATC�H 41 E�L/J1� I' j� rt i' I I A\TINU TIOTO LEFT — I NEW , III I c GRADING I I \ I .IANDSDE -"I J RADIIG � MA�ii. NTINUA ION TORIGHT V\V�1 T NEW BLAST WALL AT CENTERLINE OF RUNWAY C5' 22� f - FUTURE NON-PRECISION _N APPROACH SURFACE -4009 - EXISTING BLASTWALL— 12.Rj/ NEW BLAST WALL AT EAST AND WEST ENDS (3d I - � V z.dD cc Ia-Unec la ,�soD 40 O 40 80 SCALE IN FEET I -34.I1 pAPPROACH SURFAC- HORIZONTAL SCALE EXISTING GRCUND m DESIGNED'. AC E ♦N.�AArk�b� N 1 N REVISOATEN _DESCRIPTION PROJECT TOLE: FAA AP NO GOR onD,EDT No. AWN: o•S �a RUNWAY BLAST WALL REPLACEMENTum : DRt. f' a U +A RENTON MUNICIPAL AIRPORT MEET UEc CENTURY SOAUNE - • ♦ CLAYTON SCOTT FIELD ,sol A RVEgNUE.SUITE 1100 CHECKED: JM - - RENTON,WASHINGTON GRADING AND DRAINAGE PLAN SHEET No.: p— c �{ FAX N(WS)430 SIT APPROVED: AC I�*r lv �A� AS SHOWN OPTS. EE-OS-2014 3.01 S� CONTI UATION TO RIG T roe \ � -7-1 _ 1 y MpT H LINE A \ iE�DR cenmNc LEGEND. NEW I� T l �T /L 1TT --— EXISTING CONTOURS d z V V �lI �' _ — PROPOSED CONTOURS PROPOSED ORM DR LIMITS EXISTING STORM DRAIN PPE �✓ / )1, \ / �� s �R 1 / /��/�J I� T�: V A A f• fff - I - EXISTING EDGE DRAM EXISTING SANITARY SEWED PIPF � � v � � � �y �v �l� � � I • ExlsnNc cLEANour V n 1I \ \ EXISTING MANHOLE �II 1 \I It - l ( EXISTING CATCH BASIN � ��. 1 x ADdUA EX STING DRAINAGE - I II I 1 _ / \� S'RucrURE RIM ❑ NEW CATCH BASIN 7 ' i \ MIT H LINE a EXITING6'FIRE A I T _ IEw CON a ATION TO LEF ".sD.. -- FIRE WATER LINE IMAGE 5 RE E_ �'t I ) i \✓ A �> © SCHEDULE ON OSO2 �� �_ LAS-WAL \ -RuI' �OQ � L -� - -\� - __ CTURE CUT ON PROFILE NOTES: ool1 FOR BLAST ea1 «_ / \\\ F -/ / -�' +— . WALL DIMENSIONS AND DETAILS SEE SHEET CS T - --1� `!/ w ./ .. 1 I !' T \\-` -\' / //^/✓ ��'� f- CONTRACTOR A � 2FOR BLAST r WALL FOUNDATION ELEVATION SEE I \ SHEET C!01, ENGINEER'U PROVIDE EINISH D.T.M.SURFACE 7­71TO A TIME OF CONSTRUCTION. W / ✓ MgTyH LINE 1:101�TINU TION TO LEFT\= I NEW LANDSIDF NEW ANDS IDE \ Y GRADING I I A ( P! MATJH, LINA 1 YTP)G�1,TINUATION TO RIGHT _r NEW BLAS WAL'_AT CENTERLINE OF RUNWA' 22' - FUTURE NON-RECISIyy,� ON APPROACH SURFACE <oDo EXISTING BLASTWALL- f 12.75/ NEW BLAST WALL AT EAST AND WEST ENDS (34.1, O ® © -zone Fc 11 40 0 60 80 �n SCALE IN FEET 74.1 APPROACH SURFACE HORIZONTAL SCALE EXISTING GROUND -" AL FVISION - - . DESIGNED: AC +B�C:Aq DATE DESCRIPTION PROJECT TITLE: FAA All E. RUNWAY BLAST WALL REPLACEMENT DNAwN: i. �' a U '� CAR PRo.1ECT NC. : a A RENTON MUNICIPAL AIRPORT sNEET Tme. CENTURY SCAURE -- + ♦ CLAYTON SCOTT FIELD 15D1 4TN VENUE.SUITE 14DC CNECx : JN — i RENTON,WASHINGTON GRADING AND DRAINAGE PLAN SNEET No.: SEATTLE,wA 90101 PNONE:(206)439-2700 - ��� �� SCALE: DATE: FAX(206)439-2699 APPROVED: AC _ ._.. C3.01 a�nni--- _ _ AS SHOWN 06-OS-2014 .._...,.. 1�✓Hi"iI���1 l�l�III�l\ /CkO,Nl�1TI UA/T/ILOINE TOi+RIG PACING LEGEND L-EG—EN—D`wFW\C : -- �xrTlNc CONTOURS RS PROPOSED CONTOURS PROPOSED GLIMITS EXISTING R DRAIN PIKE EXISTING EDGE DRAIN 1 ��"� ,��� / J \ j J J •'°� '- EXISTING SANITARY SEWER PIPS i �IJ J (� f� - �,.T� — ���� , 1 1i ��� ♦ IXISnNG aLEANCUT ( I JrJ EXISTING MANHOLE 1 1 / \ nn EXISTING V.:%� 1- I � STI NG BATCH 9ASIN I I SZ AD:JST EXISTING DRAINAGE I� /IA/l Aar I. E AAS 1 1 � . J STRUCTURE RIM jr)n L5--/ � NEW CATCH BASIN I I `— v m O m— NEW 6"D..P. /I ( SEI CONI INUATION TO L�EF�- e LXNING FIRE WATER _ .. / t — R LINE A 3 - M!j'T DBAwncE sieucnRE SEE 1 _ I H LIN _ t 1 / / 1 % SCHEDULE ON C302 - eLA WAL 1I`( 0*00 — QX STR'..CTJRE CU-ON PROFILE .__ NOTE : z. _�� - ' ! —/• SHEEP CS DWALL DIMENSIONS ONS A47 DETAILS SEE 3.EOG DEERR TO OR AV-DE F'N F 0 7 M UC SEE ION ELEVATION I A \ .FOR©LAST WALL OUNDAi TION. I_ TT I '.I ATHINE 0 TINU�jIONTOLEFTDN --1 NEW ��li l�, I�,. .I I r ^\G- LANDS IDE i I cRADwc� II��� I II� .� � `-NEW uNDSIDE II-I,I!.� �I vGRADINGIj'I ML�r4E A Ir I$rE C ,TINUATION TO RICHT,— —r NEW BLAST WAL-r CENTERLINE OF RUNWAY i J_3' siD Do 05' 22' - FUTURE NON_ /� NN PRECISION APPROACH SURFAnE -<DDC EXISTING BLASTWALL— 12.751/ NEW BLAST WALL AT EAS AND WEST ENDS (34'1' r ® © -300< II —T-may�So 40 0 40 80 it ISCALE IN FEET 34:1 APPROACH SURFACE HORIZONTAL SCALE EXISTING GROUND I VISI NTEWMDE6ICRIPPON PROJECT TITLE: fM AIR NO.: DATE DESIGxED: AC B.CA -_. Q++ei a+RA,Ay t+C� �j RUNWAY BLAST WALL REPLACEMENT DRAWN: V +A RENTON MUNICIPAL AIRPORT COR rnaccT No.: CENTURY SOAURE I� - - + a ♦ CLAYTON SCOTT FIELD sN"T TITLE _ o 1sw QH AVENUE.SUITE I40o CHECKED: JM -- RENTON,WASHINGTON GRADING AND DRAINAGE PLAN 9NEET III. SFATTLE,WA 98101 PHONE(x)067 436 xTDD �]vr(Q 6G.LE. DATE: C3.01 rA%:(x06) 438-2699 APPRovED, AC .. ..._. AS SHOWN 06-OS-2014 a/a;tb C2.01 FD#011 3/6/15 w 4. + + See Note TCH LINE 3,typ LEGEND: MA - 1 ��\�.\�\\1 NEW ASPHALT BLAST PAD-SEE } SEE CONTINUATION BELOW , L`� �.r DETAIL 1/C4.01 , a _ + + 3� 10` + ,�J1•`f<• TAXNAYA Sill HOLE DETAIL 2/C4D1-ON-SEE + + 0, + + �� STA:10+50.91 STA8+63.82 + } •`r10'a` OFF'-250'00 NEW BLAST WALL FOUNDARON- OFF:-201.32 + + SEE • •«•a`«` -OFA- - - - -OIA- - --OA.-.. ..^.pFA- - SEE SHEET C5.01 STA:8+66.67 + + NOTE • • « « ` -. OFT:-192.30 +. OFF: 41.68 ® NEW LANDSCAPE-SEE L-SERIES + + OFF:-250.00 O SEW STA8+77.96 +• OFF:-130.01 + } O + RE-GRADED AND SEEDED AIRSIDE STk7+78.45 + OFF:-122.84 ; + + > + + RE-GRADED AND SEEDED LWDSIDE + 0 a� NEW FENCE(SEE SHEET C5.02) STA 10+41.68 OFF:-116.88 O NEW ELECTRICAL SERVICE PANEL STA.+90.60 STA9+1 _._-- �^ OFF:-118.30 OFF:-117. �_T �__- _ -.- ..� �.._-_•___ ___-_.. STA8+88.06 OFF:-122.64 -... _. S 175.69 REN}ON MUNICIPAL AIRFfORT - - NOTES: -- --t- - - -- --- 1.TOUCH UP EXISTING 3 FOOT WIDE YELLOW _, MARKING AT EXISTING CHEVRONS AND RUNWAY OFF:37.50� _ DEMARCATION BAR I ix - _+- ENGINEER OF RECORD SI MAINTAIN SECURE AOA STA8+75.69 _90.:9}26.82 :- AT ALL RHES.SEE PHASING DRAWINGS FOR OFF:37.50 __ APPROXIMATE TIME OF FENCE RELOCATION- OFFEA.921 STA7+83.73 - - i Y \ _,_ �3. Install Concrete Pad,10'W 6 10'L.6" OFF:94.35 \ :-_ -__ _.. _-._.. -.- - thick. Install rebar matting,k4 bar at 12" STA7+44.75 --- _ - -- - -- - - -- - " _ O.C.Subgrade shall be firm and unyielding OFF:94.50 poor to Platin .I I I I � .•` g concrete -'-� - STA6+77.85 + + \\ 1 01 STA7+64.26 + OFF:99.44 + + STA9+56.27 - STA9+56.31 OFF:99.88 +++ OFF:62.32 yy STA7+26.18 + + y 243 OFF:240.80 } + + + OFF:1383.85 OFFI �F9 BLp0 + + + + :138.09 I m + ' SEE NOTE 2 } ++ OFFB476.9 + + + + + + ST 7++80.10 SEE NOTE 2 � + STA8+3929 0 :247.62 + + OFF 472.08 +_ _+ MATC`LINE __ STAB+18.25 I'- OFF:300.48 + SEE CONTINUATION ABOVE 40 0 4o eD W SCALE IN FEET � HORIZONTAL SCALE D \ 7 w� OF%P 1 iiiii E: FM AIF NO.: omaxEo- Ac R44'�.G�W ♦`tY U RUNWAY BLAST WALL REPLACEMENT cog PAoxcr Ko.: q yt .� FD#011-Concrete Parkin Pads 3/6/15 MuwN: x � 'Ips g G o '� RENTON MUNICIPAL AIRPORT � aKnNY wAu16: •, ♦ ♦ CLAYTON SCOTT FIELD GEOMETRIC CONTROL AND PAVING PLAN WET +sm 11K A9EwIE,sunE t+oo t11Ec+UD: 0.9 % RENTON,WASHINGTON YATIIL.WA N101 F° (ioEip'�ie�iwiDO .rsxovFu: Ac �'�'N'Y�� ttA�F: wa: C2.01 Enna V>�+ AS SHOWN 06-0.5-2014 c + + ( See Note 3.typ LEGEND: SEE CONTINUATION BELOW / NEW ASPHALT BUST PAD-SEE + + DEraL 1/c4.01 + + 34/A 10� / - + + 28, Q, Tr TAXIWAY A I I I __�.I, SINK HOLE REMEDIATION-SEE + + DETAIL 2/C4.01 + + �0 STA-10+50.91 STa8+63.82 + + + �p. OFF.-250.00 NEW BLAST WALL FOUNDATION- -. OFF:-201.32 + + SEE ` _(VA_ _ _ _ _OFA_ _ -._-.�.- - __ OFA -. SEE SHEET C5.01 Sra8+66.67 + + .NOTE OFF:-192.30 +; OFF:-210+41.68 + + OFF:-250.06 ❑ NEW LANDSCAPE-SEE L-SERIES STa8+77.96 + SHEETS OFF:-130.01 + + O + RE-GRADED AND SEEDED aRSIDE SrA:7+78.45 + OFF:-122.84 + r � + + RE-GRADED AND SEEDED-.SIDE + ❑ 0 NEW FENCE(SEE SHEEP C5.02) STA:10+41.68 OFF:-116.66 ❑E NEW ELECTRICAL SERVICE PANEL STA:7+90.60 STa9+1 - -._ ..-.. -.... `- OFF:-118.30 OFF:-117. . STa8+88.06 '\ DFF:-122 64 _ +75.69 RENtON'.MUNICIPAL AIRPORT NOTES: �.. 0 � 3.22 - _ _ _ T C AV - �- +- � -- t - -- -� - �---• - - � .- --- 1.TOUCH UP EXISTING 3 FOOT WIDE YELLOW MARKING A EXISTING CHEVRONS AND RUNWAY -_ el \ 0{F':3➢I NEW FENCE BAR. 1 m •_ 11+00 _ 12wo •- 1300 -. -. ._ 2.NEW FENCE POSE MUST BE COORDINATED WITH -------- --- -+- ENGINEER OF RECORD TO MAINTAIN SECURE AOA 5TA8+75.69 SIa9l26 AT ALL TIMES.SEE PHASING DRAWINGS FOR _ OFF:37.50 •.-. { _ .. _ .-.. ._ _._ _. . .__I_. �� APPROXIMATE TIME OF FENCE RELOCATION. OFF.61 92 SrA:7+83.73 \ _-_.,._ -.._. �_ _ _ . _--.RENT(iNp3. Install Concrete Pad.10'W by 10'L.6" OFF:94.35 oA \ ; -.._ - ..-.. thick. Install rebar matTing.#4 bar at 12" STa7+44.75 ---- -- -- - -- ---- - " O.C. Subgrade shall be firm and unyielding OFF:94.50 �- �.. prior to placing concrete. + \ STa8+77.85 + STA:7+64.26 + 1 OFF:-474.46 OFF:99.44 - 1 .� + + STa9+56.27 - + STA:9+56.31 OFF:99.88 + + OFF:62.32 STA-7+26,18 + + Zai OFF.240.80 + + + + STA:8+83.85 _ + + OFF:138,09 I 9 BLS + + SEE NOTE 2 I @ + 1 + + + + STk8+69.33 + OFF:-478.79 _ + + Sr +180.10 SEE NOTE 2 + STA8+39.29 0 :247.62 + + OFF.472.08 + +� NE STa8+48.25 MATCH LI - F oFF:300.46 + SEE CONTINUATION ABOVE 40 0 40 so 10 SCALE IN FEET HORIZONTAL SCALE r3 m oEuwTMK rAoucr TntL: u ur No.: I1E9gIED: AC e���:�4pQ T �,ty O RUNWAY BLAST WALL REPLACEMENT A7 a FD#011-Concrete ParkingPads 316/15 =PIKI cT Hit,lJ� +A RCNTON MUNICIPAL AIRPORT sx�T nnE: ♦®♦ CLAYTON SCOTT FIELD •W.INK, ONal RENTON,WASHINGTON GEOMETRIC CONTROL AND PAVING PLAN 1 *W• suTnE,(wA)fewt �..( r AS SHOWN "T"r 06-05-2014 02.01 r + - LEGEND'. + See Nate 3,typ -� ITCH LINE-ter_ 1 NEW ASPHALT BLAST PAD-SEE + SEE PONTINUATIOM BELOW � DETAIL 1/C4.01 + 34 J' +++ 10` + / TAXWAYA SINK HOLE REMEDIAPON-SEE 28' « 4 , t « / DETAIL 2/C4.01 ' + « « �0 '1 +50.91 + «�`«• « « OFT:250.00 STAB+63.82 + + r„ « « 1O « « NEW BUST WALL FOUNDATION- OFF:-201.32 + + SEE « «.` ` OFA_ OFA_ Op �._.,..,,_. -01%_ SEE SHEET C5.01 a. + + I NOTE « « « - _ _ _ _ STA:8+66.67 OFF:-192.30 +: STA70+41.68 + + OFF 25000 D NEW LANDSCAPE-SEE L-SERIES STAB+77.96 + SHEETS OFF:-130.01 .I. + O + RE-GRADED AND SEEDED AIRSIDE STA7+78.45 + OFT:-122.84d + + i RE-GRADED AND SEEDED IANDSIDE + ❑ ❑ + �F NEW FENCE(SEE SHEET C5.02) STA.10+41.68 OFFS 116.66 NEW ELECTRICAL SERVICE PANEL - S A9+1 STA:7+960 OFF:-1STABO17. �_ i .-- +- •-- - -',-- _.__t_ r ..___.�"\ 88.06 OFF:-122.64 ,- +75.69 �... . IRE NT MUNICIPAL PIRPpRT F 1 .22 _ NOTES: J 0CHEVRONS AND RUNWAY t- 1.TOUCH UP EXISTING 3 FOOT WIDE YELLOW O ® SYA9}2 __ _ .,,.. .. _y MARKING IO IXAR. DEMARCATION BAR. OFF:3Y.50 1 m�.... I 2.NEW FENCE POST MUST BE COORDINATED WITH ENGINEER OF RECORD TO MAINTAIN SECURE AGA T +- STAB+75.69 �5?A9*ZI. _ AT ALL TIMES,SEE PHASING DRAWINGS FOR i OFF:37.50 OFF-.6!.921b+ T_-1FENiMVIWE � - - _�;,,•._ MRR� APPROXIMATE TIME OF FENCE RELOCATION. - STA7+83.73 3. Install Concrete Pad,10'W by 101.6" OFF:94.35 thick. Install rebar matting.94 bar at 12" v STA:7+44.75 _-' -- - "' - " - O.C.Subgrade shall be firm and unyielding OFT:94.50 II II I __ 4 _ \ „= prior to placing concrete. �- STA.8+77.85 + + \ 1 OFF:-474.46 STA7+64.26 + \ 1 ) i OFF:99.44 + + STA9+56.27 J - + STA:9+56.31 OFF:99.88 + + 01 STA-7+26.18 + + 243 OFF:240.80 + + STA:8+83.85 Tr 9LDC ++++ OFF:138.09 I 9� + + SEE NOTE 2 - + + + 9.3 + O ++ OFF847879 + + + ST 7+80.10 SEE NOTE 2 7 + STA8+39.29 0 :247.62 + + OFF. 472.08 STA:8+48.2s i NIq CH LINE _�L_ OFF:300.48 + SEE CONT'NUATION ABOVE 40 0 4o Bo W SCALE IN FEET HORIZONTAL SCALE O_ O[SCRFININ PROJECT 111EE: FM NP W.: OESWNEP. Az a* :,.4 ,ty RUNWAY BLAST WALL REPLACEMENT Q 4 1 U LOR FD#D11 concrete Parking Paas 3/6/15p � RCNTON MUNICIPAL AIRPORT PROJECT NO.: CENMIY saMJRE `� ♦ j ♦ CLAYTON SCOTT FIELD TR RENTON,WASHINGTON GEOMETRIC CONTROL AND PAVING PLAN +fiD1 sn+AVENIIE,sunE+4oD cIIED+Da JN suTBE,wA)fe1o+ �r..�{ ^2.O 1 .E AS SHOWN PLL (Y�tMY� APRROVEP. AO NUC DATE: 06-OS- 1 C ( ) �Vm/u 20 4