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Purina Drive Barge Docking Facility Repair ProjectMasterpiece on the Mississippi TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Purina Drive Barge Docking Facility Repair Project CIP #6802479 DATE: July 8, 2013 Dubuque band AI- America City IIIii! 2007 • 2012 • 2013 Public Works Director Don Vogt recommends initiation of the bidding process for the Purina Drive Barge Docking Facility Repair Project, and further recommends that a public hearing be set for August 5, 2013. I concur with the recommendation and respectfully request Mayor and City Council approval. htivr-i(' '',4„70,,,,„ Michael C. Van Milligen MCVM:jh Attachment cc: Barry Lindahl, City Attorney Cindy Steinhauser, Assistant City Manager Teri Goodmann, Assistant City Manager Don Vogt, Public Works Director Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Don Vogt, Public Works Director DATE: July 8, 2013 SUBJECT: Purina Drive Barge Docking Facility Repair Project (CIPil6802479) X INTRODUCTION The attached resolution authorizes the approval of the plans, specifications, form of contract and estimated cost for the Purina Drive Barge Docking Facility Repair Project (CIP#6802479) to be considered at a public hearing on August 5th. BACKGROUND In the Fiscal Year 2014 Capital Improvement Project Budget, funds ($670,577) are allotted for the repair of the Purina Drive barge docking facility. The existing dock facility is used to unload salt and other dry materials subsequently stored on City - owned property by contracted lessees. DISCUSSION Engineering plans and specifications for this project were prepared by IIW Engineering &Surveyors, P.C. This project provides for the installation of new sheet pile dock facing and a related tie -back system. It also provides for the removal of a previous tenant's abandoned conveyor system. The schedule for the project is proposed as follows: Advertisement of Bids July 19,2013 Notice of Public Hearing July 19,2013 Public Hearing August 5, 2013 Receipt of Bids August 6, 2013 Award of Contract August 19, 2013 PROJECT COST - BUDGET IMPACT The cost estimates for the project are as follows: Construction Contract $593213.00 Contingency 15,914.00 Engineering 61.450.00 Estimated Total Project Cost $670,577.00 This project will be funded with monies ($670,577) specifically budgeted in the Fiscal Year 2014 Capital Improvement Budget (CIP #6802479) for the Purina Drive Barge Docking Facility Repair Project. ACTION TO BE TAKEN The City Council is requested to establish the date for the public hearing and authorize the City Clerk to advertise the request for proposals through the adoption of the attached resolution. RESOLUTION NO. 231 -13 PURINA DRIVE BARGE DOCKING FACILITY REPAIR PROJECT PRELIMINARY APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST; SETTING DATE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST; AND ORDERING THE ADVERTISEMENT FOR BIDS NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: The proposed plans, specifications, form of contract and estimated cost for the Purina Drive Barge Docking Facility Repair Project, in the estimated amount of $593,213.00 are hereby preliminarily approved and ordered filed in the office of the City Clerk for public inspection. A public hearing will be held on the 5th day of August, 2013, at 6:30 p.m. in the Historic Federal Building Council Chambers at which time interested persons may appear and be heard for or against the proposed plans and specifications, form of contract and estimated cost of said Project, and the City Clerk be and is hereby directed to cause the attached notice of the time and place of such hearing to be published in a newspaper having general circulation in the City of Dubuque, Iowa, which notice shall be published not Tess than four days nor more than twenty days prior to the date of such hearing. At the hearing, any interested person may appear and file objections to the proposed plans, specifications, form of contract, or estimated cost of the Project. The Purina Drive Barge Docking Facility Repair Project is hereby ordered to be advertised for bids for construction. The amount of the security to accompany each bid shall be in an amount which shall conform to the provisions of the Notice to Bidders hereby approved. The City Clerk is hereby directed to advertise for bids for the construction of the improvements herein provided, by publishing the attached Notice to Bidders to be published in a newspaper having general circulation in the City of Dubuque, Iowa, which notice shall be published not Tess than four but not more than forty -five days before the date for filing bids before 2:00 p.m. on the 6th day of August, 2013. Bids shall be opened and read by the City Clerk at said time and will be submitted to the City Council for final action, at 6:30 p.m., in the Historic Federal Building Council Chambers (second floor), 350 West 6th Street, Dubuque, Iowa, on the 19th day of August, 2013. Passed, approved and adopted this 15th ciy of July, 2013. Attest: Kevi S. Firnstah , City Roy D. Buol, Mayor NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST FOR THE PURINA DRIVE BARGE DOCKING FACILITY REPAIR PROJECT NOTICE IS HEREBY GIVEN: The City Council of the City of Dubuque, Iowa will hold a public hearing on the proposed plans, specifications, form of contract and estimated cost for the Purina Drive Barge Docking Facility Repair Project, in accordance with the provisions of Chapter 26, Code of Iowa, at 6:30 p.m., on the 5th day of August, 2013, in the Historic Federal Building Council Chambers (second floor), 350 West 6th Street, Dubuque, Iowa. Said proposed plans, specifications, form of contract and estimated cost are now on file in the office of the City Clerk. At said hearing any interested person may appear and file objections thereto. The scope of the Project is as follows: The Purina Drive Barge Docking Facility Repair Project consists of removing the existing railings and conveyor platform along with the installation of new sheet pile dock facing and related tie -back system, railings and rip rap of river bank slope. Any visual or hearing- impaired persons needing special assistance or persons with special accessibility needs should contact the City Clerk's office at (563) 589 -4120 or TDD at (563) 690 -6678 at least 48 hours prior to the meeting. Published by order of the City Council given on the day of 2013. Kevin S. Firnstahl, City Clerk NOTICE TO BIDDERS CITY OF DUBUQUE PUBLIC IMPROVEMENT PROJECT PURINA DRIVE BRAGE DOCKING FACILITY REPAIR PROJECT Time and Place for Filing Sealed Proposals. Sealed bids for the work comprising the improvement as stated below must be filed before 2:00 P.m. on August 6, 2013, in the Office of the City Clerk, City Hall - First Floor, 50 West 13th Street, Dubuque, Iowa. Time and Place Sealed Proposals Will be Opened and Considered. Sealed proposals will be opened and bids tabulated at 200 p..m. on August 6, 2013, at City Hall - Conference Room A, 50 West 13th Street, Dubuque, Iowa, for consideration by the City Council (Council) at its meeting on August 19, 2013. The City of Dubuque, Iowa, reserves the right to reject any and all bids. Time for Commencement and Completion of Work. Work on the improvement shall be commenced within 10 days after the Notice to Proceed has been issued and shall be fully completed within 90 consecutive calendar days. Bid Security. Each bidder shall accompany its bid with a bid security as security that the successful bidder will enter into a contract for the work bid upon and will furnish after the award of contract a corporate surety bond, acceptable to the governmental entity, for the faithful performance of the contract, in an amount equal to one hundred percent of the amount of the contract. The bid security shall be in the amount of ten percent (10 %) of the amount of the contract and shall be in the form of a cashier's check or certified check drawn on a state - chartered or federally chartered bank, or a certified share draft drawn on a state - chartered or federally chartered credit union, or the governmental entity may provide for a bidder's bond with corporate surety satisfactory to the governmental entity. The bid bond shall contain no conditions excepted as provided in this section. Contract Documents. Copies of the plans and specifications prepared by IIW, P.C. may be obtained from Tri -State Blueprint, 696 Central Avenue, Dubuque, Iowa 52001. Telephone 563 - 556 -3030; facsimile: 563 - 556 -1525. No plan deposit is required. Preference for Iowa Products and Labor. By virtue of statutory authority, preference will be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa statutes. Sales Tax. The bidder should not include sales tax in its bid. A sales tax exemption certificate will be available for all material purchased for incorporation in the project. General Nature of Public Improvement. The Purina Drive Barge Docking Facility Repair Project consists of removing the existing railings and conveyor platform along with the installation of new sheet pile dock facing and related tie -back system, railings and rip rap of river bank slope. PURINA DRIVE BARGE DOCK MAINTENANCE PROJECT DUBUQUE, IOWA Ac60i Hit4s 9t q ,.Eagle Point r yJ • r Jens oh b EdJl St pvs Ava fif*' 1' a ' <4 a 1 . a - •x, © �` Ax; A �, NI 32n3 5I 2� Y fY ?b. 2 ff 3 •-?� O "�lnn Lg • !e gBWA�', Pane. d-.d,A. ' v 1. 4 and P're II us .R om t di u., w .. "•a • -'--i Lo ^fell St p: �° .>, PROJECT LOCATION Gl3+M ®Dr in 1 v, STS 1 'c° / 5 ^t LOCUS' St ry �a 5 fY R ° as ° ,la `t1 s I 41: 63 �% N 38 a1 FI-in .-, v oY g Ao • Park �� 2'^"' x tx .Ts, trb N, 52a ''5'Sn JeF'(J hie W T/ 9t �� oOUAuli11B ''S�cen St 4'e:Stn Sy �?� S P73'593 .,. St Cethedr0! p'°b .. vi '3tu u square ,,, Ib < "z FFale gl Z '4•1.ssiss. L1' Dr y.•a 0 TUt_BO t _61.a Fodgs pr -.. 1'1 1 ` .I Copyright 0and (P) 1988 -2010 Microsutt Corporatloandlor its suppliers: All rights rese fetl, VICINITY MAP NO SCALE NORTH COPYRIGHT C CITY OF DUBUQUE. DIGITAL GLOBE. USDA FARM SEVICE AGENCY, MAP DATA 0) 2013 GOOGLE LOCATION MAP NO SCALE Nll 1111111lllw,. NORTH SHEET INDEX REVISIONS SHEET NUMBER SHEET TITLE (31.1 COVER SHEET 012 ABBREVIATIONS AND LEGEND (3 3 GEOTECHNICAL DATA C1.01 SITE SURVEY CI.02 DEMOLITION PLAN 51.1 CONSTRUCTION PLAN 56.1 SECTIONS & CATTAILS IIW, P.0 • • 11W ARCHITECTURE CML ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING MEQRT'.EXPER1ISE.SOW IION6 © COPYRIGHT 2812 ALL RIOHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY NO PART OF This DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF I Ml, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF I Ml, P.C. COVER SHEET PURINA DRIVE BARGE DOCK s N N 0001111 1111ro,,,, Q "OF S_ :z- =w= RONALD A. =c,- w = BALMER = 11261 = r^� is NY I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME DR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA FOR IIW, P.C. RONALD A. BALMER DATE PE 11261 12/31/2013 LICENSE jj RENEWAL DATE PACES OR SHEETS COVERED BY THIS CERTIFICATION: ALL SHEETS INDEXED 3 0 01 0 0 O. w rc rt 0 Sheet No f G1.1 Project No: 11232-06 ABBREVIATIONS LEGEND EATING L A AB A/C AC AD ADD'L A.F.F. AGG ALT ALUM ANCH AOH ARCH ASPH AVG B -B B.B. B/C BD B/DITCH BFP B/L B.L. B/5 BLDG BLK BLKG BNT BM B.M. BOP BOT BRG BRKT BSMT BTWN BV C &G CANT CATV CB C -C CF CH CH BRG CIP C -I -P CISP CJ CL CLG CLR CMP CMU CO COL COMP CONC COND CONN CON ST CONT CONTR COORD COR CP CPE CRST CSP CTRD CTR CU CULT CV CY ANGLE CENTRAL ANGLE ANCHOR BOLT AIR CONDITIONING(ER) ACRES ALGEBRAIC DIFFERENCE ADDITIONAL ABOVE FINISHED FLOOR AGGREGATE ALTERNATING ALUMINUM ANCHOR ARROW ON HYDRANT ARCHITECTURAL ASPHALT AVERAGE BACK OF CURB TO BACK OF CURB BOND BEAM BACK OF CURB BOARD BOTTOM OF DITCH BACKFLOW PREVENTOR BASE LINE BRICK LEDGE BOTTOM OF SLOPE BUILDING BLOCK BLOCKING BENT BEAM BENCH MARK BEGINNING OF PROJECT BOTTOM BEARING BRACKET BASEMENT BETWEEN BUTTERFLY VALVE CURB AND GUTTER CANTILEVER CABLE TELEVISION CATCH BASIN CENTER TO CENTER CUBIC FEET CHORD CHORD BEARING CAST IRON PIPE CAST -IN -PLACE CAST IRON SOIL PIPE CONTROL JOINT CENTERLINE CEILING CLEAR CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMPACTED CONCRETE CONDITION CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORNER CONTROL POINT CORRUGATED POLYETHYLENE CRUSHED STONE CORRUGATED STEEL PIPE CENTERED CENTER CUBIC CULTIVATED CHECK VALVE CUBIC YARD D DEFL DIA (0) DIAG DIM DIP DIST DL DN DRWY DS DWG(S) DWL(S) E ELY EA E.E. E.F. EFF EJ EL ELEC ELEV EMBED ENGR ENTR EOP FOR E/P EQ E/S ESMT EST EX EXC EXP EXT EXTD EW FD FDN FE F.E. FES F -F F &I F.F. FFE FG FIN GR FL FLG FLR FM FND FRM F.S. FT FTG FUT FV G GA GC GALV GL PIPE GND GRAN GRD GV GYP DEGREE OF CURVE DEFLECTION DIAMETER DIAGONAL DIMENSION DUCTILE IRON PIPE DISTANCE DEAD LOAD DOWN DRIVEWAY DOWNSPOUT DRAWING(S) DDWEL(S) EAST EASTERLY EACH EACH END EACH FACE EFFECTIVE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDMENT ENGINEER ENTRANCE END OF PROJECT END DF RADIUS EDGE OF PAVEMENT EQUAL EDGE OF SHOULDER EASEMENT ESTIMATE EXISTING EXCAVATE /EXCAVATION EXPANSION EXTERIOR EXTEND EACH WAY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIELD ENTRANCE FLARED END SECTION FACE TO FACE FURNISH & INSTALL FAR FACE FINISH FLOOR ELEVATION FORM GRADE FINISHED GRADE FLOWLINE FLANGE FLOOR FORCE MAIN FOUND FRAME FAR SIDE FOOT /FEET FOOTING FUTURE FIELD VERIFY GUTTER GAGE GENERAL CONTRACTOR GALVANIZED GLUE LAMINATED WOOD GROUND GRANULAR GRADE GATE VALVE GYPSUM HD H.E.F. H.I.F. HK H.M. HMA H.O.F. HORIZ HP HPT H.S.A. H.S.S. HT HYD D E F. J. MP N NFO ASP AST NSUL NT NTR NV P JB JT JST(S) K /FT KIP KSF LAT LB /# LT LL LLH LLV LONG LP LPT LT LTL LW MAN MAX MBR ME MECH MEZZ MFR MH MIN MISC ML MO MOD MON MTD HEAD HORIZONTAL EACH FACE HORIZONTAL INSIDE FACE HOOK HOLLOW METAL HOT MIX ASPHALT HORIZONTAL OUTSIDE FACE HORIZONTAL HORSEPOWER HIGH POINT HEADED STUD ANCHOR HOLLOW STRUCTURAL SECTION HEIGHT HYDRANT NSIDE DIAMETER /INSIDE DIMENSION NVERT ELEVATION NSIDE FACE SOLATION JOINT M PROVEMEN TS NCHES NFORM ATION N NPECTI ON NSTALLATION N SULATI ON NTERIOR N TER SECTION NVERT RON PIPE JUNCTION BOX JOINT /JOINT LENGTH JOIST(S) RATE DF VERTICAL CURVATURE KIPS KIPS PER FOOT 1 KIP = 1,000 LBS KIPS PER SQUARE FOOT LENGTH OF CURVE LATERAL POUND LINEAL FOOT LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LIGHT POLE LOW POINT LEFT LINTEL LIGHT WEIGHT MASONRY MAXIMUM MEMBER MATCH EXISTING MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MICRO LAMINATED WOOD MOISTURE RESISTANT MODIFY MONUMENT MOUNTED PJ N/A NE'LY N.F. N'LY NO /# N.S. NIC NOM NTS NW'LY OC OD O.F. O.H. OP'G OPP PC P.C. PCF PCC PEG PERF PERIM PERP PI P/L PLF PLK PM POB POC POT PRC PRELIM PROJ PROP PRV PS PST PSI P.T. PT PVC PVMT QTY R.D. R &R R &S RCB RCP RD REBAR REF REINF REM REQ REV RIM R.O. ROW RP RR RS RT NORTH NOT APPLICABLE, NOT AVAILABLE NORTHEASTERLY NEAR FACE NORTHERLY NUMBER NEAR SIDE NOT IN CONTRACT NOMINAL NOT TO SCALE NORTHWESTERLY ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OVER HEAD OPENING OPPOSITE POINT OF CURVE PRECAST /PRESTRESSED CONCRETE POUNDS PER CUBIC FOOT PORTLAND CEMENT CONCRETE PEDESTAL /PEDESTRIAN PERFORATED PERIMETER PERPENDICULAR POINT OF INTERSECTION PROPERTY LINE PLATE POUNDS PER LINEAL FOOT PLANK PRINCIPAL MERIDIAN POINT OF BEGINNING POINT OF CURVE POINT OF TANGENT POINT OF REVERSE CURVE PRELIMINARY PROJECTION PROPOSED PRESSURE REDUCING VALVE PRESTRESSED CONCRETE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINTED POINT OF TANGENCY POLYVINYL CHLORIDE PAVEMENT QUANTITY RADIUS ROOF DRAIN REMOVE & REPLACE REMOVE & SALVAGE REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE ROAD REINFORCING BAR REFERENCE REINFORCING /REINFORCED REMAINDER REQUIRED REVISION RIM ELEVATION ROUGH OPENING RIGHT OF WAY RADIUS POINT RAILROAD RESILIENT SEAT RIGHT 5 5= SAN SANS 5B SCH SD SDL SEC SE'LY SF S.F. S.F.D. SHT SIG. SIM. S'LY SLL SOG SPC SPEC SQ 55 ST STA STAG STD STIFF STL STM STMS STR SUPP SW'LY SY SYM SYMM T T/B T /DITCH T/C T /GRAV T /WALL T/S T /SUB T/W T & B T.O.B. T.O.B.L. T.O.C. T.O.E.F. T.O.F. T.O.M. T.D.P. T.O.S. TCE TEL TEMP TERM TGB THD THE TPD TPG TRANS TS TWP TYP U UAC UE UL ULFM UNO SOUTH SU PERELEVATION SANITARY SANITARY SEWER SOIL BORING SCHEDULE SUB DRAIN SUPERIMPOSED DEAD LOAD SECTION SOUTHEASTERLY SQUARE FOOT SPLIT FACE STEP FOOTING DOWN SHEET SIGNAL SIMILAR SOUTHERLY SUPERIMPOSED LIVE LOAD SLAB ON GRADE SPACE SPECIFICATION SQUARE STAINLESS STEEL STREET STATION STAGGERED STANDARD STIFFENER STEEL STORM STORM SEWER STRUCTURE /STRUCTURAL SUPPORT SOUTHWESTERLY SQUARE YARD SYMBOL SYMMETRICAL TANGENT LENGTH TOP OF BANK TOP OF DITCH TOP OF CURB TOP OF GRAVEL TOP OF WALL TOP OF PAVEMENT TOP OF SLOPE TOP OF SUBGRADE TOP OF WALK TOP AND BOTTOM TOP OF BEAM TOP OF BRICK LEDGE TOP OF CONCRETE TOP OF EXISTING FOOTING TOP OF FOOTING TOP OF MASONRY TOP DF PIER TOP DF STEEL TEMPORARY CONSTRUCTION EASEMENT TELEPHONE TEMPORARY TERMINATE TOP OF GRADE BEAM THREAD THICK / THICKNESS TEMPERED TOPPINGS TRANSVERSE TUBE STEEL TOWNSHIP TYPICAL VAR VC VCP V.E.F. VER VERT V.I.F. V.O.F. VOL VPC VPI VPT W W/ WLY WM W/O W.P. WD WED WSD WT WV WWF X XSTG XXSTG YD VARIES VERTICAL CURVE VITRIFIED CLAY PIPE VERTICAL EACH FACE VERIFY VERTICAL VERTICAL INSIDE FACE VERTICAL OUTSIDE FACE VOLUME VERTICAL POINT OF CURVE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY WEST WITH WESTERLY WATER MAIN WITHOUT WORKING POINT WOOD WINDOW WATER SHUT OFF WEIGHT WATER VALVE WELDED WIRE FABRIC CROSS EXTRA STRONG DOUBLE EXTRA STRONG YARD EXISTING SURFACE AT PROPOSED Z ` PROPOSSED IZ / ELEV N0 oa OOZOL b' LOL "'"W DL Z' LOL 21 +20 21 +60 PROFILE LEGEND UTILITY USE AS CONSTRUCTED UTILITY EASEMENT UNDERWRITERS LABORATORIES, INC. UNDERWRITERS LABORATORIES FACTORY MUTUAL UNLESS NOTED OTHERWISE D SD S FM W G OHE E OHT T OH TV TV OHU FIB X 0 000 + 0.00 QD O • • 0 PROPOSED PROPERTY LINE - - - - EASEMENT CENTERLINE STORM SEWER SUB DRAIN - SD SANITARY SEWER S FORCE MAIN - FM WATER LINE - W GAS LINE - G OVERHEAD ELECTRIC -OHE UNDERGROUND ELECTRIC - E OVERHEAD TELEPHONE -OHT UNDERGROUND TELEPHONE OVERHEAD TELEVISION UNDERGROUND TELEVISION OVERHEAD UTILITY FIBER OPTIC WIRE FENCE CHAINLINK FENCE WOOD FENCE CONTOUR LINE RAILROAD TRACKS GUARD RAIL SPOT ELEVATION DIRECTION DF FLOW TREE LINE CATCH BASIN AREA INTAKE STORM MANHOLE SANITARY MANHOLE UTILITY MANHOLE WATER VALVE MANHOLE FIRE HYDRANT WATER SHUT DFF WATER VALVE YARD HYDRANT GAS VALVE SIGN UTILITY POLE UTILITY POLE WITH LIGHT TRAFFIC SIGNAL POLE GUY ANCHOR LIGHT POLE UTILITY PEDESTAL WELL MAILBOX WATER LEVEL D BOLLARD SOIL BORING POST INDICATOR VALVE DECIDUOUS TREE W/ TRUNK DIA. CONIFEROUS TREE W/ TRUNK DIA. SHRUB OR BUSH FOUND IRON ROD FOUND IRON PIPE SET IRON ROD CONTROL POINT T -OHTV- TV OHU FIB X 0 000 III I I I I I I I + 0.00 rw'w� 0 • • 11W ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRIIYMPERTISESOLVSONS (G) COPYRIGHT 2D12 ALL RIOHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF INY, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. ABBREVIATIONS PURINA DRIVE BARGE DOCK m w LU W 0 I Sheet No' G1.2 Project No: 11232-06 /aloft ea* rr E•>y.p a eel iv x.AC017 IF TPL r4Lla::- Val E% an 5131.5y /ETd VC Sal rnrr SIEEvE IC" ins /�,/" r es Era: LmrvcL 0Aa4 ( N 0 ' _ t / 1 ✓ ( , Es Mg WALL •` ' / or Rao! ,r<E e0 or /%� Ex t 1. Wr.LL ^-.� FT Es 1'x'c' REC. ea +TE Maf, IN 6 15' „ 5� °r.6 raa ,' \ �x SD0 no Approximate Soil Boring Location ALLENDER BUTZKE ENGINEERS INC. 3660 - 109th Street Urbandale, IA 50322 A.F0 Er T:x+ WALL Sias' MrT WALL aroci To' cH1. TJC 041. p Tr,a rvLl Not to Scale Base Plan by 11W Salt Barge Unloading Dock PN 121147 Purina Drive & Mississippi Riser Dubuque, Iowa Site Plan BORING LOG NO. 1 Project No 121147 Project: Salt Barge Unloading Dock Purina Drive & Mississippi River Dubuque, Iowa Client: City ofDubuque da DW P.C. 4155 Pennsylvania Avenue Dubuque, Iowa Surface Eleva ion: 609.7 Date Drilled: 616/2013 Datum. BM - Cottons of Flood Cate Cl Blew= 610.71' Drilling Depth, 0: 46 Drilling Method: 4 "CFA/11SA Page: 1 of 1 �$ a °s E N Client: City of Dubuque, clo 11W, P.C. m a ` so U £ o a T O IoW a $Ey �U In Material Description* �_, w =jS o S 608 - 0 8 1 SSA 7 Page: 1 of I 606 600 592 084 076 068 560 oE 0 8" CRUSI-7PD LIMESTONE 0.7 609 l5 Brown fine to medium sand with gravel, moist nE kiO PILL y� Moisture seepage near 8' 011 t,0 ilk: limestone boulder 14.5' -'-+ 600 6 592 . 2 SSA 2 8 a oN o Material Description* 3 SSA 19 With (rip rap) near `' Brown Sneer medium sand, trace gravel, saturated Clay seam near 26' GRANULAR ALLUVIUM SP 594.7 _ - 46 -- — 1' CRUSHED LIMESTONE ®b9 a 1a P ir; ��yQ 4,1 ������,,,�4s� 5.,f, 584. 04 4 SSA 6 5 SSA 6 576 2 6 SSA 30 SSA SSA 4 7 SSA 31 6a 5611' 40 48 8 9 SSA SSA 20 25 End of Boring SSA 5 563.7 — "The stratification Ines represent the approximate boundary lines between material types: in-situ, the transition may be gradual. Water Level Observation Time: at completion _ _ hrs. days Depth m „o ALLENDER BUTZKE ENGINEERS, INC, Geotechnical I Environmental I Construction Q.C. BORING LOG NO. 2 Project No.: 121147 Project: Salt Barge Unloading Dock Client: City of Dubuque, clo 11W, P.C. ,_- Purina Drive & Mississippi River 4155 Pennsylvania Avenue Dubuque, Iowa Dubuque, Iowa Surfaaa Elevation: 609.3' Date Drilled: 6/6/2013 Drilling Method: HSA Datum: BM - Bottom of Flood Gate (Q Elev=— 610.71' Datum: BM - Bottom of Flood Gale a(3 Elev= 61(1,71' Drilling Depth, 8.: 46 Page: 1 of I 606 600 592 084 076 068 560 oE 0 8 iot = 8 a oN o Material Description* °°' I> w s 4Cry� Crashed limestone gravel with sand Brown fine to medium sand with gravel after 6' Moisture seepage. near 10.5' FILL With limestone boulder (rip rap) near 17' With limestone boulders (rip rap) from 22' to 26.5' . . GW — 1' CRUSHED LIMESTONE ®b9 a 1a P ir; ��yQ 4,1 ������,,,�4s� 5.,f, 1 SSA _.__ Brown fine to medium sand with !gavel, hate cirdors, moist to very nlo;rt Moisture seepage near 9' With limestone boulders (hip rap) after 11' FILL SP 608.3 - _ 23 1 SSA -- ;SSA 3 SSA SSA 8 •- 163 SSA SSA 4 SSA 12 aq _ M 5 SSA: 7 L_ 6 SSA 2 32 SP SC SW Brown fine to medium sand, trace gravel, samrated Dark gray clayey sand with organics from 28' m 38 GRANULAR ALLUVIUM Gray fine to coarse sand after 38' . 0",' :: :: SP Sc SW 586.3. — — 46 7 SSA 5 48 9 10 40 g 9 48 SSA SSA .._ 14 15 560 • End of Boring End of of Borin g.. Water Level Observation Time: in completion ha. _ days: ALLENDER A BUTZKE EERS, INC. Depth to water: CD9 ft. ft. -V. ft. Q.C. 563.3 — The strotifitabon lines re- present the approximate boundary Ines between material types: in-situ, the transition may be gradual. Water Level Observation ALLENDER BUTZKE ENGINEERS INC. Time: at completion , __ Be . days s Depth to . __ R '� M1. agar: . � Geotechnical Environmental I Construction Q.C. 10.5 q _ BORING LOG NO. 3 Project No 121147 Project Salt Barge Unloading Dock Client: City of DubUnae, ale HW, P.C. ■•■ Purina Drive & Mississippi River 4155 Pennsylvania Avenue Dubuque, Iowa Dubuque, Iowa Surface Elevation: 611.8' Dale Drilled: 6/1/20/13 I Drilling Method: RSA Datum: BM - Bottom of Flood Gate (Q Elev=— 610.71' Drilling Depth. _ ft.: 51 : Page: 1 of 1 e ii° w N l a 8 iot Material Description' L U = 6/18 0 15 24, I 2 131 2 9 7 19 12 Crashed limestone gravel with sand Brown fine to medium sand with gravel after 6' Moisture seepage. near 10.5' FILL With limestone boulder (rip rap) near 17' With limestone boulders (rip rap) from 22' to 26.5' . . GW - 26.5 585.3 — 51 560.8 - I SSA L 'P , SP any �.1. k... nr 4 • y P``% 6(10 592 584 • 576 568 a 2 SSA SSA 4 .751. -.. SSA SSA Brown fine sand to medium, trace gravel, saturated GRANULAR ALLUVIUM Dark gray clayey sand with organics, from 38'to44'„ Fine to 44' ' SP SC SW 32 _6 7 SSA SSA 40 g SSA 48 9 10 SSA SSA coarse sand atter :: 560 • End of Boring The stratification Ines represent the approximate boundary lines between material types: in -situ, the transition maybe gradual. Water Level Observation Time: in completion ha. _ days: ALLENDER A BUTZKE EERS, INC. Depth to water: CD9 ft. ft. -V. ft. Q.C. fral • • 11W ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRDY.E(PERTISESOLVnONS L,) COPYRIGHT 2012 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF INY, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF OW, P.C. I 0 PURINA DRIVE BARGE DOCK C g P 2 9 co D l t7 Shoot Nof G1,3 Project No: 11232-06 EX CTR 4 PILE DOLPHIN EX STEEL GRATE DOCK 609.0' EX 12" STEEL OUT FL 504.49' EX 12" STEEL OUT FL 505.89' EX EDGE WATER EL 593.70' EX GREEN BRACKET TYP EX METAL RAILING EX CR 582.63' CTR 10" SPILL TRAY SLEEVE 10" HIGH EX ELEC CONTROL PANEL EX GR 581.02' a EX BURIED ELECTRICAL EX JOINT BOT WALL 609.45' EX JOINT BOT WALL 609.37' 0 P r \\\ 1 EX GRAVEL ----6)l` / \ s — / r — �1 / NJ � �i 4/,L o 6i0� f \ / ( EX DOCK 6" PCC SLAB EX JOINT BOT WALL 609.36' EX BOT WALL 509.02' EX 2'52' REC. GRATE STORM IN 609.02' 12" STEEL OUT FL 606.76' C EX CONC EX BOT WALL AT FLOOD GATE 610.71' EX CR 587.92' EX EDGE WATER EL 593.79' EX STEEL PLATE -609 l OVER CONVEYOR BELT EX SOT WALL AT FLOOD GATE 610.74' EX 2'X2' REC. GRATE STORM IN 609.35' 12" STEEL OUT FL 607.95' EX ASPH PVMT \ NORTH HORIZONTAL SCALE IN FEE 0 10 20 DRAWING MAY HAVE BEEN REDUCED SITE SURVEY EX BLDG EX TOP WALL 618.43' BOT WALL 610.07' EX JOINT TOP WALL 618.51' EX JOINT TOP WALL 618.44' EX JOINT TOP WALL 618.40' \ EX JOINT TOP WALL 618.41' EX TOP WALL 618.23' BOT WALL 618.12' / / / / / 0 IIW, P.C) • • 11W ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRRYMPERT1SESOLUIION6 L COPYRIGHT 2512 ALL RIOHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF 1W, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. SITE SURVEY PURINA DRIVE BARGE DOCK ce ce a a W 3 3 0_ w W 0 n ZQ d Z N W cn ce Z 0 a N ro 0 m N Iv uJ w CC CC w Sheet Nor C1101 Project No: 11232-06 r _ EX JOINT BOT WALL 609.45' EX JOINT BOT WALL 609.37' EX 12" STEEL OUT FL 505.89' PROTECT EX DOLPHIN TO REMAIN EX CTR 4 PILE DOLPHIN REMOVE EX STEEL GRATING & ASSOCIATED STEEL FRAMING EX STEEL GRATE DOCK 609.0' EX 12" STEEL OUT FL 604.49' EX EDGE WATER EL 593.70' EX GREEN BRACKET TYP EX METAL RAILING REMOVE EX STEEL BRACKETS, TYP OF (6) EX CR 582.63' PROTECT EX SPILL TRAY SLEEVES TO REMAIN CTR 10" SPILL TRAY SLEEVE 10" HIGH EX ELEC CONTROL PANEL EX GR 581.02' NORTH HORIZONTAL SCALE IN I-ELI 0 10 20 DRAWING MAY HAVE BEEN REDUCED REMOVE EX GUARDRAIL, TYP NOTE: SINK HOLE DEVELOPMENT IN THIS AREA HAS BEEN FILLED WITH FLOWABLE MORTAR PROTECT EX STORM DRAIN PIPE TO REMAIN PROTECT EX BURIED ELECTRICAL TO REMAIN EX BURIED ELECTRICAL PROTECT EX RETURN WALL TO REMAIN P EX DOCK 6" PCC SLAB EX CR 587.92' EX JOINT BOT WALL 609.35' EX BOT WALL 509.02' EX 2'X2' REC. GRATE STORM IN 609.02' 12" STEEL OUT FL 606.76' ▪ EX GRAVEL / \ 6/0 N. I C UNLESS SPECIFICALLY NOTED, NO WORK SHALL BE PERFORMED YATHIN 15 CLEAR ZONE OF EXISTING FLOOD CONTROL STRUCTURE In � EX CONC EX BOT WALL AT FLOOD GATE 610.71' EX SOT WALL AT FLOOD GATE 610.74' EX 2'X2' REC. GRATE STORM IN 609.35' 12" STEEL OUT FL 607.95' DEMOLITION PLAN PROTECT EX DOLPHIN TO REMAIN REMOVE EX SUPPORTED PLATFORM EX EDGE WATER EL 593.79' REMO EX CONC WALLS & ASS TED FOUNDATIONS, SAWCUT AT TERFACE W/WALL TO REMAIN 1111. STEEL COVER PLATE & CONVEYOR SYSTEM REMOVED BY OTHERS IPI4144 E STEEL PLATE N ✓ -609 l OVER CONVEYOR BELT EX ASPH PVMT EX BLDG , \ 4"_- \ TOA \pope �kgCks \ EX TOP WALL 618.43' BOT WALL 610.07' EX JOINT TOP WALL 618.51' EX JOINT TOP WALL 618.44' EX JOINT TOP WALL 618.40' \ EX JOINT TOP WALL 618.41' EX TOP WALL 618.23' BOT WALL 618.12' IIW, P.Ci • • 11W ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRRYFX PERT16ESOLUIIONS L COPYRIGHT 2512 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF 1W, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. Z 0 J 0 2 0 PURINA DRIVE BARGE DOCK ce ce a W 3 3 0_ LU ° LLI w d � Zm� W cn Z 0 ce ro a C O m ❑ 12 m N 0 uJ w Sheet Nor C1102 Project No: 11232-06 4' SCH 40 PVC CONDUIT BURIED MIN 2' -0 ", TURN UP 0 ENDS AND CAP 1' -0' ABOVE FINISHED GRADE EX 12" STEEL OUT FL 504.49' EX EDGE WATER EL 593.70' +n. T' EX 12" STEEL OUT FL 505.89' N NORTH HORIZONTAL SCALE IN FEE 0 10 20 DRAWING MAY HAVE BEEN REDUCED T1E -BACK. SEE DETAILS. TYP OF (18) STRUT. SEE DETAILS. TYP OF (2) 'D 0 EX 2'52' REC. GRATE STORM IN 609.02' 12" STEEL OUT FL 605.76' CONC DEADMAN WALL SEE DETAILS EX EDGE WATER EL 553.79' /C"......****------- EXCAVATE & SLOPE TO MATCH EX ADJACENT REVETMENT. INSTALL CLASS E STONE REVETMENT PER IDOT SPEC SECTION 2507 - ALLOWANCE 100 TON CLASS E STONE EX 2'X2' REC. GRATE STORM IN 609.35' 12" STEEL OUT FL 607.95' UNLESS SPECIFICALLY NOTED, NO WORK SHALL BE PERFORMED WITHIN 15' CLEAR ZONE OF EXISTING FLOOD CONTROL STRUCTURE N, EX ASPH PVMT N, N, N, N, EX BLDG N Fi N TOo %0 N, N, N, \ / // / / / / / CONTRUCTION PLAN IIW, P.C) • • 11W ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGET .ESPERTISESCLUDON6 L COPYRIGHT 2512 ALL RIOHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF INV, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. PURINA DRIVE BARGE DOCK ce v ekk ekk W 3 3 a � q 0 W w ZQ d Z m N W cn ro Z 0 a a m N Iv 0 uJ w C) ❑ Sheet Nor sill Project No: 11232-06 R 1Y4x4x0' -10 ", TYP #5 ® 16" OC VERT, TYP EA MAT #5 ® 10" OC HORIZ, TYP EA MAT EX SHEET PILING • .4 .. .1 -8 " NOMINAL I -WALL eIICIICIICIICIIC47 z# IIwz =IIMIIM NOTE: VERT BARS IN THIS MAT TO BE DISCONTINUOUS AT WALER PZ 27 SHEET PILE WALL (2) C12x30 WALER (4) #6 VER, TYP EA WALL FLUTE HSS 4x2xYa SPACER 3„ ® 6' -0" OC MAX CLR 4" SCH 40 PVC CASING 136"0 DYW DAG ANCHOR. SEE PLAN FOR LOCATIONS 4" SCH 40 PVC CASING PLAN BLOW—TIP 30.1 J ur17 SCALE: 1(r - 1 -0• 23L54 SCATS: 1 = 1' -0• R 3/4x3xO' 3', TYP % "0 BOLT DYWIDAG ANCHOR & NUT WALER MAY BE SPLICED AS SHOWN 1 % "0 DYWIDAG ANCHOR. SEE PLAN FOR LOCATIONS TIE —BACK CONN DETAIL 11ri7 SCALE: S/4• - 1• -0• 2:34 SCAM I 1/S• = 1• -0• R 5i'ax1 D3/4x2' -D" TOP & BOT OF WALER SPLICE LOCATIONS (2) C12x30 WALER PZ 27 SHEET PILE WALL DYWIDAG ANCHOR R & NUT % "0 BOLT, TYP NOMINAL $607.0 PZ 27 SHEET PILE WALL (2) C12x30 WALER 1Y4x4x6' -10 ", TYP 7.4" P BOLT 1) "0 BLEED HOLES 3' -0" OC ALONG WEB OF LOWER WALER CHANNEL Y4x3x0' -3 ", TYP SECTION $603.33 $599.0 SECTION CONC DEADMAN WALL TIE -BACK. SEE DETAILS PZ 27 SHEET PILE WALL (2) C12x30 WALER HSS 4x2xY4 SPACER 9 6' -0" DC MAX 36.1 11 .17 SCALE: 3/4• - 1' -0• SSz94 SCATS 1 1 /S' - TACK WELD NOT TO SCALE SECTION 11 .13.7 SCALE 3/4• - 1• -0• 22x34 SCAM: 1 1/S• = 1' -0• a PZ 27 SHEET PILE WALL 609.0 T /SHEETPILE (MATCH T /EX WALL) WALER. SEE DETAILS EXISTING SHEET PILING REINFORCED CONCRETE. SEE DETAILS REMOVE RIVER MUD TO SAND LAYER BELOW & PLACE CONC WALL TO TOP OF SAND LAYER 4 L L— 565.50k SHEETPILE TOE EMBED IIW, P.Ci • • 11W ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRRYMrERT1SESOLLMONS L COPYRIGHT 2312 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THIS PROJECT ONLY NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF SW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. PURINA DRIVE BARGE DOCK it a ekk ekk W 3 3 0 W w ZQ d Z N W cn Z 0 RI c, ro a 0 ❑ 12 m N ti w CC Sheet Nor $6,1 Project No: 11232-06 CITY OF DUBUQUE, IOWA OFFICIAL NOTICE NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST FOR THE PURI- NA DRIVE BARGE DOCKING FACILITY REPAIR PROJECT NOTICE IS HEREBY GIVEN: The City Coun- cil of the City of Dubu- que, Iowa will hold a public hearing on the proposed plans, speci- fications, form of con- tract and estimated cost for the Purina Drive Barge Docking Facility Repair Project, in accordance with the provisions of Chapter 26, Code of Iowa, at 6:30 p.m., on the 5th day of August, 2013, in the Historic Federal Building Council Cham- bers (second floor), 350 West 6th Street, Dubuque, Iowa. Said proposed plans, speci- fications,form of con- tract and estimated cost are now on file in the office of the City Clerk. At said hearing any interested person may appear and file objections thereto. The scope of the Proj- ect is as follows: The Pue Barge Dockig rina n Facility Driv Repair Project consists of removing the exist -: ing( railings and con- veyor platform along with the installation of new sheet pile dock facing and related tie back system, railings and rip rap of river bank slope. Any visual or hearing- impaired persons' needing special assis- tance or persons with special accessibility needs should contact the City Clerk's office at (563) 589 -4120 or TDD at (563) 690-6678 at least 48 hours prior to the meeting. Published by order of the City Council given on the 15th day of July, 2013. Kevin S. Firnstahl, City Clerk NOTICE TO KIDDERS CITY OF DUBUQUE PUBLIC IMPROVEMENT PROJECT PURINA DRIVE BARGE DOCKING FACILITY REPAIR PROJECT Time and Place for Filing Sealed Propos- als.'- Sealed bids for the work comprising the improvement as stated below must be filed be- fore 2:00 P.m. on Au- gust 6, 2013, in the Of- fice of the City Clerk, City Hall - First Floor, 50 West 13th Street, Dubuque, Iowa.: Time and Place Sealed Proposals Will be Opened and Considered. Sealed proposals will be opened and bids tabu- lated at 2:00 p.m. on August 6, 2013, at City Hall - Conference Room A, 50 West 13th I Street, Dubuque, Iowa, for consideration by the City Council (Council) at its meeting on Au- gust 19, 2013. The City of Dubuque, Iowa, re- serves the right to re- ject any and all bids - Time for Com- mencement and Completion of Work. Work on the improve- ment shall be com- menced within 10 days the Notice to Pro- ceed has been issued and shall be fully com- pleted within 90 con- secutive calendar days. Bid Security. Each bidder shall accompa- ny its bid with a bid se- curity as security that the successful bidder will enter into a con- tract for the work bid upon and will furnish after the award of con- tract a corporate sure- ty bond, acceptable to the governmental enti- ty, for the faithful per- formance of the con- tract, ' in an amount equal to one hundred percent of the amount of the contract. The bid security shall be in the amount of ten percent (10%) of the amount of the contract and shall be in the form of a cashier's check or cer- tified check drawn on a state - chartered or fed- erally chartered bank, or a certified share draft drawn on a state - chartered or federally chartered credit union, or the governmental entity may provide for a bidder's bond with corporate surety satis- factory to the govern- mental entity. The bid bond shall contain no conditions excepted as provided in this sec- tion. Contract . Docu- ments. Copies of the plans and specifica- tions prepared by !ITV, P.C. may be obtained from Tri -State Blue - print, 696 Central Ave- nue, Dubuque, Iowa 52001. Telephone 563- 556.3030; facsimile: 563- 556 -1525. No plan deposit is required. Preference for Iowa Products and Labor. By virtue of statutory authority, preference will be given to prod- ucts and provisions grown and coal pro - duced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully re- quired under Iowa stat- utes. Sales Tax. The bidder should not include sales tax in its bid. A sales tax exemption certificate will be availi able for all materla purchased for incorpo- ration in the project. General Nature of Public Improvement. The Purina Drive Barge Docking Facility Repair Project consists of removing the exist - ing railings and con- veyor platform along with the installation of new sheet pile dock lated tie Y , railings'i facing and re back s stem and rip rap of river bank slope. it 7/19 STATE OF IOWA DUBUQUE COUNTY {SS: CERTIFICATION OF PUBLICATION I, Suzanne Pike, a Billing Clerk for Woodward Communications, Inc., an Iowa corporation, publisher of the Telegraph Herald,a newspaper of general circulation published in the City of Dubuque, County of Dubuque and State of Iowa; hereby certify that the attached notice was published in said newspaper on the following dates: July 19, 2013, and for which the charge is $60.35. Subscribed to before me this day of( Notary Public in and for Dubuque County, Iowa, zc a ,20/ // Notary Public in and for Dubuque County, Iowa. R EYER Colnml Gl0ii Number i15< $5