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HomeMy WebLinkAboutCO 4 CAG-14-151 , CO #4-19 G‘7 Y p s51 , eNT°` Change Order No.4 Contract Title: SW Grady Way Overlay Project Contractor: Lakeside Industries Contract No.: CAG-14-151 Federal Aid No.: STPUL-1288(004) ® Ordered by Engineer ❑ Proposed by the Contractor(VECP) ❑ Unilateral Amount Working Days Original Contract: $847,338.5 30 Current Contract: $918,807.59 67 Estimated Net Change This Order: $24,000.00 .. _ 0 New Contract: $942,807.59 67 Prepared B :�, � Is y Resid t ngineer ate gineer(City of Kenton Transportation Date Design Manager) Reviewed By: Consent By: AVO)/:9 Engineer of Record Date Surety(Greater than 25%cost and/or 20x, Date time increase) Revie ,red By: Endorsed By: ity o Re ton Proje Manager Date Contractor bate Reviewed By: uted By City Attorney(Complies with 250-02, Date City o to licr it/I" Section7.4) Administ r/MaYor Change Order No. 4 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 Page 1 of 5 THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: - Add traffic signal system modifications as shown on the attached plans. Lump sum bid item shall include all work necessary to adjust,relocate,repair or construct any part of the signal system as shown on the attached plans. The contractor shall investigate for underground utilities prior to any pole foundation excavation or conduit trenching to avoid damage to any underground utilities. If there is a conflict between these supplemental special provisions and the Contract Documents,the provisions of these supplemental special provisions shall govern for work to be completed under this change order. Work to be completed under this change order shall be subject to current state prevailing wage rates.The Contractor and any new or returning subcontractors shall submit new Intent to Pay Prevailing Wage forms to Labor and Industries for this current work. Reason for Change: Correct deficiencies to satisfy WSDOT final inspection requirements. Materials: New submittals will be required for the following materials specified in the in the original Contract Documents: Conduit,fittings,glue Rebar Concrete Anchor Bolts • . . Junction Box • r: Plans: "SW Grady Way Curb Ramp Replacements"—Drawings 6 and 9 (of 10) Change Order No. 4 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 Page 2 of 5 Adjustment: The lump sum price for Bid Item 3B-3 "Project Temporary Traffic Control" is removed, and bid item number 4B-3 is added with a lump sum price of$49,000. Bid Item 4B-19 "Traffic Signal System Modifications, Complete" is added to Bid Schedule B with a lump sum price of$20,000. These adjustments, totaling$24,000, provide full compensation for all Work associated with this Change Order. Bid Item No. Description Unit Quantity Unit Price Total Amount Project Temporary Traffic 3B-3 Control LS -1 $ 45,000.00 $ -45,000.00 Project Temporary Traffic 4B-3 Control LS 1 $ 49,000.00 $ 49,000.00 Traffic Signal System 4B-19 Modifications, Complete LS 1 $ 20,000.00 $ 20,000.00 TOTAL THIS CHANGE ORDER= $ 24,000.00 Extension of Time: None Equitable Adjustment: This Change Order includes an equitable adjustment per Section 1-09.4 of the 2014 WSDOT/APWA Standard Specifications and included in the unit process in this change order. See attached. Change Order No. 4 Page 3 of 5 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 • This page intentionally left blank Change Order No. 4 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 • Page 4 of 5 Sections 1-04.4 and 1-04.5 of the 2014 WSDOT/APWA Standard Specifications shall govern this Change Order.The Work of the referenced Contract is modified to include the changes detailed herein.The payment provided for herein shall constitute the complete and final settlement for all costs of labor,equipment,materials,overhead,profit,permit fees,and all other claims that may be made by the Contractor as a result of this change. Attachments: Forms to be attached to Change Order ® Plans ® Field Directive ® Change Order Quotation ® Estimated Change Order Cost • Project Labor List • Force Account Equipment Rate Request(DOT Form 422-010 EF) ® Equitable Adjustment Determination Change Order No. 4 Contract Title: SW Grady Way Overlay Contract No. CAG-14-151 Page 5 of 5 A PORTION OF NE 1/4 SECTION 24,TWP 23 N RGE 4 E W.M.KING CO,WA SIGNAL CONSTRUCTION NOTES d GENERAL NOTES CONSTRUCT ACCESSIBLE PPB POST FOUNDATION PER WSDOT STD PLAN-20.1O01. . EASING El£VATIONS ARE OVEN TO DOCUMENT ME ESISTWO J ROWUNE THE CONTRACTOR SHALL REPLACE CURB AND CLARET TO /I CONNECT TO EXISTING JUNCTION BOX WRH NEW 2 IN PVC CONDUIT.RELOCATE / EXISTING PPB POST TO NEW FOUNDATION AND REINSTALL EXISTING PPB(S). MATCH THE EXISTING FLOWUNE \ 2. (SEES PRONGED DIMENSIONS ARE MEASURED ALONG JOINTS.AND CURJED \ / CONSTRUCT ACCESSIBLE PPB POSTCURB BASE PER WSDOT STD PLAN J-20.11-03. EDGES WHERE GS.AP MID LE,UNLESS NOTED OTHERWISE. / / \ O3. CURBS,LANDINGS,AND RAMPS SHALL BE CONSTRUCTED SEPARATELY, MATCH EX /� •�\ CONNECT TO EXISTING JUNCTION BOX WITH NEW 2 IN PVC CONDUIT.RELOCATE WITH SEPARATE FORMS AND SEPARATE POURS. / / --,r- EXISTING PPB POST TO NEW FOUNDATION AND REINSTALL EXISTING PPB. CONSTRUCTION NOTES O� FOR ADDITIONAL CONSTRUCTION REQUIREMENTS O RELOCATE PPB TO EXISTING SIGNAL POLE MD RESTORE WIRING VIA EXISTING CONDUIT. © SEE WSDOT STD PUN F-1D.12-OS Oj CEMENT CONC.MARK CURB AND GLIDER PER MASCOT 510 PUN MATCH IX O O ORIENT RELOCATED PPB(S)TO BE PARALELL WITH ASSOCIATED CROSSWALK. CENTER E-10.I2-03 • O t /j T �;�/ OF BUTTON SHALL BE LESS THAN 9 IN SETBACK FROM EDGE OF ADJACENT LANDING. Oz CEMENT CONC.TRAFFIC CURB PER ASSIST STD PUN F-10.12-03 _ p - _ __ RESTORE PPB WIRING UTILIZING EXISTING PPB CABLE.CABLE(S)SHALL BE REROUTED WITCH ES �Y ' FROM CONSTRUCTION JUNCTION NOTES. BOX VIA CONDUIT DESCRIBED IN ABOVE SIGNAL OS CE10E12-O3C.PEDESTRIAN CURB PER WSDOT STD PLAN 'MARCH IX W. ,. O d � 1 NOT U50) O ADJUST MANHOLE I_ .T ` 1 � ©NOT USED REIEV 2t 29F-. / • Oi® � r I ,F O REMOVE AND REPIACE WITH SLIP-RESISTANT TYPE 2 JUNCTION BOX BARTERER `i rf \/ PER WSCOU STD PUN J-10.10-D9.ADJUST TO GRADE / m�� 2 1/2 CLEAR FROM BACK OF , .• I' "� / ••- \ OB PROTECT EXISTING MUIY _ LANCING TO FACE OF BASE PLATE ID 1 SEE WSDOT STD PUN J-2011-03 3 - - - K�.�/ - :: :`/ / Og APPLY NON-SKID TO UTILITY COVER jI O CLEAR SPACE.TO-.1B"WMUUM WITH 2.OX MAXIMUM .•A / O RUNNING Br CROSS SLOPES,AND LOCATED WITHIN 9.SIDE '-�='� 10 CEMENT CONCRETE GRINDING-GRIND CURB TO BE RUSH ACROSS _ _ REACH TO CENTER OF EACH PUSH BUTTON. / __ CURB FAIIP/LANDING AND CONTINUE APPROXIMATELY IS ON ETHER _ _ O L FL ELEV 21.22 / - _ SIDE OF LANDING JOINTS TO TRANSMON CURB HEIGHT R --. -- -- .'. -, __ ......_ ,-.— _ _. - APPROXIMATELY 1.5 FROM MATCH IX i _ ------ 'E. 11 CEMENT CONCRETE GRINDINGCRIED R ELEV 21.00 I. REMOVE TOP OF SIGNAL POLE FOUNDATION LANDING JOINT TO LRANSTION CURB HDLH1 AS NEEDED TO CONSTRUCT NEW PEDESTRIAN CURS +.- 12O GRADE BREAK/CONTRACTION JOINT PER DETAIL WY B NW CORNER: SW GRADY WAY 8 OAKESDALE AVE SW (451 CURB RAMP /, srA,F NE CORNER: SW GRADY WAY 8 OAKESDALE AVE SW® CURB RAMP (1\SCALE SIGNAL CONSTRUCTION NOTES e O INSTALL STD PION J PPB POST ANCHOR ATE AND TB N TA PER 3 WSOOi STD PION J-20.10-01.COORDINATE WITH CITY 10 INSTALL E FOR ADDITIONAL CONSTRUCTION REQUIREMENTS --, • --- ----, CONDUIT AND RELOCATE PPB/POST ONTO NEW FOUNDATION. SEE MASCOT S10 PLAN F-00.12-OJ / I O INTALL ACCESSIBLE PPB POST ANCHOR BOLTS AND CURB BASE PER `'''.I �- ; II _/'ice WSDOT STD PLAN J-20.11-02.COORDINATE WITH CITY TO INSTALL MATCH EX - _ _ _ I CONDUIT AND RELOCATE PPB/POST ONTO NEW FOUNDATION. E R ELEV 30A9 ... R ELEV 20.21 C 1: MATCH E% / �.. ' 1 OS CITY TO RELOCATE PPB TO EXISTING SIGNAL POLE O.ELEV 20.55 i, I _ CLEAR SPACE]0".ITS"MINIMUM WITH 20D MAXIMUM 4 — . RUNNING B CROSS SLOPES,AND LOCATED WIDON 9"SIDE ,I'I % ' FOR ASS110NAL A F.ROON REWWENENR LEGEND t . 4 ` REACH6. TO CENTER OF EACH PUSH BUTTON. MATCH EX O SEE N5001 D PLAN F-10.12-0] DETECTABLE WARNING SURFACE ELEV ELEVATOR f-7 q FL ELEV 199E 1 • R EIEV 20.37 a I ' EX R ROWJW E C • A , t. - • „ lI II d �• ly- NEE MAXIMUM EXTENT FEASIBLE I' PPB PEDESTRIAN PUSH BUTTON yp -7�_ -, ` / TBC TOP BACK OF CURB tQ 1,1 /!' ":`.'mod. { _ _ A•Y �i ..4. ` �`. - T %//'.. � ® _ _- ', -,-, DETECTABLE WARNING SURFACE IONS) 666b _ A, • . ." 9 %" MATCH IX 00 - ,\..,,,,,,,,./. Ar: v•�;�,/ `MATOI DIR EEO/19.82 %• Y ,,{l B -I b...1 CEMENT CONCRETE SIDEWALK J `A/ )� -•- I —_-—_ //.. Y JIB'EXPANSION JOINT PER%SPOT STD PLAN F-30.10 MATCH E% .S /, .•..-,. 6 0 \ \i. �/ / % CONTRACTION JOINT WSOOT STD PLAN F-30.10 t G , \2 1/2"CLEAR FROM BACK OF �\\'\ '-- // // %/ * SLOPE EXCEEDS STANDARD REQUIREMENT. B - /LANDING TO FACE OF BASE PLATE I / SEE MOP DOCUMENTATION A SEE%SOOT SM RAN J-20.10-04 \ / /' - -- //. J o'1 1 SW CORNER: SW GRADY WAY 8 OAKESDALE AVE SW E CURB RAMP ^ SE CORNER: SW GRADY WAY 8 OAKESDALE AVE SW CURB RAMP (1 `� :L N sfH5' - SCALE - - *IOW IIVC•be!DW. `C'g t'- 1�S Call before you dig. 8 100%SUBMITTAL .nmoe 1'/A% I ..aKci...s on..TB °"` E' CRAIMI ARD ~~ Param}etrlx =.•AI= ._. . 1 1 ADD SIGNLL VrORIIBVLONTUCIdi 1MU19 E6 e,m.a[ue.[[umu. - 80F 10 a 1..1.1.4R0 �1y9D.•_p, � MI®�— SW GRADY WAr OAKESDALECURBHAVE SW EC saOT1 1[ -,TT9-CA, - CURB RAMP REPLACEMENTS CURB RAMPS 3-6 CR2 3 E.0 SMOTI °A S1PTELMER 2010 9/ES/2019 LT'OFRENTON,WASHINGTON A PORTION OF NE 1/4 SECTION 24,TWP 23 N,RGE 4 E,W.M.KING CO,WA /1 '! i _- , GENERAL NOTES / -MA CI u 1,1 _ SIGNAL CONSTRUCTION NOTES I. n.WUUNE THEnoo A CONTRACTORSlwLO L.REPLACED CURB AN GUTTER To wICH TEE EXISTING FLOWLME 1,/�� O RELOCATE PPB TO EXISTING SIGNAL POLE AND RESTORE WIRING VIA EXISTING CONDUIT. 2. PROVIDED DIMENSIONS ARE MEASURED WONG JONTS.AND CURVED EDGES WHERE APPLICABLE UNLESS NOTED OTHERWISE. l' , / 1 °a. 1 _ O ORIENT RELOCATED PPB(S)TO BE PARALELL WITH ASSOCIATED CROSSWALK. CENTER OF BUTTON 3. CURBS.LANDINGS,AND RAMPS SHALL BE CONSTRUCTED SEPARATELY, IL.. ,/ „® •".� .. �' ' / ' ' SHALL BE LESS THAN 9 IN SETBACK FROM EDGE OF ADJACENT LANDING.RESTORE PPB WIRING WITH SEPARATE FORMS AND SEPARATE POURS. 'MATCHIX / A o. / ',' UTILIZING EXISTING PPB CABLE CABLE(S)SHALL BE REROUTED FROM EXISTING JUNCTION BOX VIA CONSTRUCTION NOTES ` CONDUIT DESCRIBED IN ABOVE SIGNAL CONSTRUCTION NOTES. -",-/-"--,... 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LATCH EX 1 nEEV 2565 ���. / J/B"IXPAENN OUR PER W500T SD PLAN F-H.10 5 �1J ,` ," /° CONTRACTION JOINT WSOOT STO PLAN F-30.10 / Rp FOR ADDITIONAL COISTRUCTION REONREYENTS SLOPE EXCEEDS STANDARD REOUIREMENT. 6 ' MATCH EX 1,' ,/,',.' lo-,�� SEE WSO T STD PLAN F-90.12-OS * SEE MET DOCUMENTATION v - �// ' 811° MATCH E \VWr 9 I [[[ / 8 i8b KW9..mr.below. § SW CORNER: SW GRADV WAY 8 LIND AVE SW ® CURB RAMP T SE CORNER: SW GRADY WAY 8 LIND AVE SW ® CURB RAMP Call before you dig. SCALE ( SCALE '•-5' ''-s' 100%SUBMITTAL Ky... wn NM1LYYN e„e y°~^ , • Parametrix GCrtPERCIINBMGP IA1TOCTOR 002 IOOY,9 ER u..° •A2RM2 c�ccuuwu� 90F 10 j 2 Am sIGWLL1YORCerGOxIMCIIXi Iox9n0 Ecs EC$ OI RD wrnw0_q �A' ®®— BW GRADY WAY LIND AVE SW S �EC$01022 n°2HP_„T9-m9 n,,I,PI, lIYCRC - CURB RAMP REPLACEMENTS CURB RAMPS I4-17 CR5 E] CC SCHOTT "IRIEVBFA row 9/23/2019 C12V OF RENTON.WASHIHLTON