Loading...
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 23, 2013 Dubuque band AI- America City 1 2007 • 2012 • 2013 Public Works Director Don Vogt recommends City Council approval of the plans, specifications, form of contract and the estimated cost of $670,577 for the Purina Drive Barge Docking Facility Repair Project. I concur with the recommendation and respectfully request Mayor and City Council approval. dt)tt+, Prvlit,45 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 Gus Psihoyos, City Engineer Phil Wagner, Acting Economic Development Director John Klostermann, Street and Sewer Maintenance Supervisor Steve Brown, Project Manager Masterpiece on the Mississippi TO: Michael C. Van Milligen, City Manager FROM: Don Vogt, Public Works Director DATE: July 22, 2013 SUBJECT: Purina Drive Barge Docking Facility Repair Project (CIPil6E102479) 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#6002479). 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 leased property by contracted lessees. DISCUSSION Engineering plans and specificationsforthis project have been prepared by IIW Engineering & Surveyors, P.C. This project provides for the installation of new sheet pile dock facing and related tie -back system. It also provides for the removal of an 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 forthe project are as follows: Construction Contract $ 593,213 Contingency 15,914 Engineering 61.450 Estimated Total Project Cost $ 670577 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 approve the plans, specifications, form of contract and estimated cost for the Purina Drive Barge Docking Facility Repair Project. Attachment RESOLUTION NO. 250- 13 APPROVAL OF PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATED COST OF THE PURINA DRIVE BARGE DOCKING FACILITY REPAIR PROJECT NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: That the proposed plans, specifications, and form of contract now on file in the Office of the City Clerk and estimated cost for the Purina Drive Barge Docking Facility Repair Project, in the estimated amount of $593,213.00 are hereby approved. Passed, approved and adopted this 5th day of August, 2 Attest: Trish L. Gleason, Assistant City Clerk 0 I,/ Roy D. Buol, Mayor PURINA DRIVE BARGE DOC MAINTENANCE PROJECT DUBUQUE, IOWA ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING 11110 SHEET INDEX REVISIONS SHEET NUMBER C1.01 C1.02 SHEET TITLE COVER SHEET ABBREVIATIONS AND LEGEND GEOTECHNICAL DATA SITE SURVEY © 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 IIW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. DEMOLITION PLAN S4.1 CONSTRUCTION PLAN SHEETPILE WALL ELEVATIONS SECTIONS & DETAILS Tit @and P 1988- 201:0•r4licrosaft Cor..•orattion'andlor its sua Tiers: All ri•lits r:esery COPYRIGHT (0 CITY OF DUBUQUE, DIGITAL GLOBE, USDA FARM SEVICE AGENCY, MAP DATA ® 2013 GOGGLE VICINITY MAP NO SCALE NORTH LOCATION MAP NO SCALE NORTH GENERAL NOTES EXISTING DOCK WALL ANCHORAGE SYSTEM IS UNDOCUMENTED AND UNKNOWN. ENCOUNTERING BURIED TIEBACKS AND CAST —IN —PLACE REINFORCED CONCRETE DEADMAN STRUCTURES IS EXPECTED. THE CONDITION OF SUCH STRUCTURES IS LIKELY TO BE COMPROMISED, AND REMOVAL IS EXPECTED TO BE NECESSARY. FOR PAYMENT PURPOSES REMOVAL OF THE EXISTING ANCHORAGE STRUCTURES SHALL BE BASED ON THE ACTUAL MEASURED CONCRETE VOLUME, WITH REMOVAL OF TIEBACKS AND ASSOCIATED HARDWARE BEING INCIDENTAL. SEE BID FORM FOR UNIT PRICE TO BE ESTABLISHED WITH THE BID. FOR THE PURPOSE OF COMPARING BIDS AN ASSUMED VOLUME OF 25 CUBIC YARDS WILL BE TAKEN TIMES THE UNIT PRICE AND ADDED TO THE BASE BID. NOTIFY THE ENGINEER WHEN SUCH STRUCTURES ARE ENCOUNTERED FOR THE PURPOSE OF MEASUREMENT FOR PAYMENT. THE UNIT PRICE SHALL INCLUDE MATERIALS, LABOR AND EQUIPMENT REQUIRED FOR REMOVAL AND DISPOSAL OF SUCH STRUCTURES COMPLETE, INCLUDING ANY SHORING OR TEMPORARY SUPPORT OF EXISTING STRUCTURES TO REMAIN. 2. SINK HOLES HAVE DEVELOPED IN THE PAST THAT HAVE BEEN FILLED WITH FLOWABLE MORTAR. IT IS EXPECTED THAT THESE CONDITIONS CAN BE EXCAVATED WITH STANDARD EQUIPMENT. NO ADDITIONAL PAYMENT WILL BE MADE FOR EXCAVATING ANY SUCH MATERIALS. 3. 100 TON OF CLASS E REVETMENT SHALL BE INCLUDED IN THE BASE BID. SEE BID FORM FOR UNIT PRICE PER TON OF ADDITIONAL CLASS E REVETMENT; MATERIAL, LABOR, AND EQUIPMENT IN PLACE; THAT MAY BE REQUESTED BY THE OWNER. NO ADDITIONAL REVETMENT WILL BE ASSUMED FOR THE PURPOSE OF EVALUATING BIDS. MAINTAIN AND SUBMIT ALL LOAD TICKET RECORDS FOR THE PURPOSE OF PAYMENT. 4. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. SUPPLY REPRESENTATIVE SAMPLE OF PROPOSED BACKFILL MATERIALS TO TESTING AGENCY FOR ESTABLISHING COMPACTION CRITERIA. NOTIFY ENGINEER FOR COMPACTION TESTING A MINIMUM OF 24 HOURS PRIOR TO NEED FOR TESTING. 5. STEEL SHEET PILING SHALL BE ASTM A572 GRADE B. MATERIALS SHALL COMPLY WITH IOWA DOT SPECIFICATION SECTION 4167. COMPLY WITH IOWA DOT SPECIFICATION SECTION 2501 PILES AND PILE DRIVING, FOR EXECUTION. BASIS OF PAYMENT WILL BE LUMP SUM FOR THE WORK SHOWN ON THE DRAWINGS, UNIT PRICE BASIS FOR PILING PAYMENT INDICATED IN THE IOWA DOT SPECIFICATIONS DO NOT APPLY. 6. TIEBACKS SHALL BE DYWIDAG THREADBAR WITH DOUBLE CORROSION PROTECTION SYSTEM, OR APPROVED EQUAL. SEE PLAN FOR REQUIRED SIZES AND LENGTHS. 7. LIMIT CONCRETE PLACEMENT LIFTS AS REQUIRED TO PREVENT OVERSTRESSING FORMWORK AND PROPOSED WALERS, TIEBACKS AND STEEL SHEET PILING. ENGINEERING AND ANY REQUIRED ADDITIONAL SUPPORT OR SHORING IS THE CONTRACTOR'S RESPONSIBILITY. 8. ALL CONCRETE REINFORCEMENT SHALL BE EPDXY COATED. COMPLY WITH IOWA DOT SPECIFICATION SECTION 4151.03 FOR MATERIALS, PLACE IN ACCORDANCE WITH 2412.03. 9. STRUCTURAL STEEL AND GUARDRAIL HARDWARE SHALL BE TYPE 304 STAINLESS STEEL UNLESS OTHERWISE SPECIFICALLY NOTED OR APPROVED. 10. PERMITTING THROUGH THE US ARMY CORPS OF ENGINEERS IS IN PROCESS AND SHALL BE COMPLETE PRIOR TO START OF CONSTRUCTION. PERMIT TRACKING NUMBER IS MVP. -2013 -830. 11. US FISH AND WILDLIFE SERVICE IS REQUIRING THAT A MUSSEL INVESTIGATION AND RELOCATION IN THE VICINITY OF THE WORK BE COMPLETED WITHIN TWO (2) WEEKS OF THE START OF CONSTRUCTION. THE OWNER WILL COMPLTE THIS WORK PRIOR TO ISSUING THE NOTICE TO PROCEED. 12. PRODUCT DELIVERIES REQUIRING THE OWNER'S USE OF THE EXISTING DOCK ARE EXPECTED TO CONTINUE INTO SEPTEMBER 2013, WHICH MAY DELAY THE START OF WORK FOR A NOMINAL PERIOD. ANY SUCH DELAY SHALL BE EXCLUDED FROM THE CONSTRUCTION PERIOD. ONCE CONSTRUCTION BEGINS IT WILL NOT BE INTERRUPTED FOR PRODUCT DELIVERIES. IF INCLEMENT WEATHER SETS IN BEFORE THE PROJECT CAN BE COMPLETED IN THE FALL OF 2013 THE CONSTRUCTION PERIOD MAY BE SUSPENDED AT THE CONTRACTORS REQUEST AND RESTARTED WHEN WEATHER BREAKS IN THE SPRING OF 2014. ALL WORK SHALL BE COMPLETE ON OR BEFORE MAY 15, 2014. AT CONTRACTOR'S OPTION WORK MAY PROCEED THROUGH THE WINTER USING APPROPRIATE COLD WEATHER CONSTRUCTION \ \\lll \lltflillllll / /// ���� F � S 5 � I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESNJONAL ENGINEER UNDER THE LAWS OF THE S5kPE OF IOWA RONALD A. : C) BALMER = z 11261 Q W P IIIIIII1oo 11 ALA.tf R PE 11261 -' LICENSE 4 D TE 12/31/2013 RENEY,1AL DATE PAGES OR SHEETS COVERED BY THIS CERTIFICATION: ALL SHEETS INDEXED Project ND: 11232 -06 ABBREVIATIONS L ANGLE p CENTRAL ANGLE AB ANCHOR BOLT A/C AIR CONDITIONING(ER) AC ACRES AD ALGEBRAIC DIFFERENCE ADD'L ADDITIONAL A.F.F. ABOVE FINISHED FLOOR AGG AGGREGATE ALT ALTERNATING ALUM ALUMINUM ANCH ANCHOR AOH ARROW ON HYDRANT ARCH ARCHITECTURAL ASPH ASPHALT AVG AVERAGE B —B B.B. B/C BD B /DITCH BFP B/L B.L. B/S 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 CONST CONT CONTR COORD COR CP CPE CRST CSP CTRL) CTR CU CULT CV CY 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 PIPE CRUSHED STONE CORRUGATED STEEL PIPE CENTERED CENTER CUBIC CULTIVATED CHECK VALVE CUBIC YARD D DEFL DIA (0) DIAL DIM DIP DIST DL DN DRWY DS DWG(S) DWL(S) E'LY 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 &1 F.F. FFE FG FIN GR FL FLG FLR FM FND FRM F.S. FT FTG FUT FV G GA GC GALV GL GND GRAN GRD GV GYP DEGREE OF CURVE DEFLECTION DIAMETER DIAGONAL DIMENSION DUCTILE IRON PIPE DISTANCE DEAD LOAD DOWN DRIVEWAY DOWNSPOUT DRAWING(S) DOWEL(S) EAST EASTERLY EACH EACH END EACH FACE EFFECTIVE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDMENT ENGINEER ENTRANCE END OF PROJECT END OF 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 . F. .J. MP N NFO NSP NST NSUL NT NTR NV P JB JT JST(S) K K K /FT KIP KSF LAT LB /# LF LL LLH LLV LONG LP LPT LT LTL LW MAS 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 MPROVEMENTS NCHES NFORMATION NSPECTION NSTALLATION NSULATION NTERIOR NTERSECTION NVERT RON PIPE JUNCTION BOX JOINT /JOINT LENGTH JOIST(S) RATE OF 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 DETAILING DIMEN ION 4db eR 9/32" MIN. 180' HOOK A OR G� STANDARD HOOK DETAILS BAR SIZES 0 = FINISHED INSIDE BEND DIAMETER STANDARD HOOKS STIRRUP/TIE HOOKS #3, #4, #5 6dh 4db #6. #7. #8 6db 6db #9. #10. #11 8db 8db db = NOMINAL BAR DIAMETER DETAILING DIMENSION 90' BAR SIZE DIMENSIONS OF STANDARD 180 —DEG HOOKS, ALL GRADES DIMENSIONS OF STANDARD 90 —DEG HOOKS, ALL GRADES C ADRG J D AOR G D #3 5" 3" 2Ya" 6" 24" #4 6° 4" 3" 8" 3" #5 7" 5" 33/y" 10" 3.)'4' #6 8" 6" 4Yz" 1,_0" 4) #7 10" 7, 5y4" 1 -2" 57'4." #8 11" 31 37 54 62 #9 1, -3" 11 '4' 9Yz" 1' -7" 9)k" 0 = BEND DIAMETER N N/A NE'LY N.F. N'LY NO /# N.S. NIC NOM NTS NE'LY OC OD 0.0. 0.H. OP'G OPP PC P.C. PCF FCC RED PERF PERIM PERP PI P/L PLF PLK PM POB POC POT PRC PRELIM PROJ PROP PRV PS PSF P51 P.T. PT PVC PVMT QTY R R.D. R &R R &S RCB RCP RD REBAR REF REINF REM REQ REV RIM R.O. ROW RP RR R5 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 S= SAN SANS SB SCH 50 SDL SEC SE'LY 5F S.F. S.F.D. SHT SIG. SIM. S'LY SLL SOG SPC SPEC SO SS ST STA STAG STD STIFF STL STM STMS STR SUPP SWLY SY SYM SYMM T/B T /DITCH T/C T /GRAV T /WALL T/P T/5 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.O.P. T.0.5. TCE TEL TEMP TERM TGB THD THK TPD TPG TRANS TS TWP TYP UAC UE UL ULFM UNO SOUTH SUPERELEVATION 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 OF PIER TOP OF 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 ✓ .I.F. V.O.F. VOL VPC VPI VPT W W/ W'LY WM W /0 W.P. WD WND WSO 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 q PROPOSED /PROPOSED C #6 g n 701.2 701.74 701.4 8 n 21 +20 21 +60 PROFILE LEGEND UTILITY USE AS CONSTRUCTED UTILITY EASEMENT UNDERWRITERS LABORATORIES, INC. UNDERWRITERS LABORATORIES FACTORY MUTUAL UNLESS NOTED OTHERWISE MISTING D SD 5 FM W G OHE OHT T OHTV TV OHU FIB X 0 0 000 + 0.00 REINFORCING STEEL LAP SPLICE DETAILS Concrete strength Splice type #4- #5 #6 #7 #8 #9 4000 psi Class A Top 25 31 37 54 62 70 Class A 19 24 29 42 48 54 Class B Top 33 41 49 71 81 91 Class B 25 31 37 54 62 70 6000 psi Class A Top 20 25 31 44 51 57 Class A 16 20 24 34 39 44 Class B Top 26 33 40 58 66 74 Class B 20 25 31 44 51 57 NOTE: FOR EPDXY COATED BARS, MULTIPLY THE TABULATED VALUES BY ONE OF THE FOLLOWING FACTORS: CONCRETE COVER AND SPACING CONDITION COVER < 3db OR C —C BAR SPACING < 7db OTHER CASES FACTOR 1.50 1.20 SPLICE LENGTHS ARE SPECIFIED IN INCHES. DEFINITION OF USE: CLASS A: SLAB REINFORCEMENT CLASS B: ALL OTHER CONCRETE AND MASONRY REINFORCING 3. BAR SPACING AND BAR CLEAR COVER MUST SATISFY ONE OR BOTH OF THE FOLLOWING REQUIREMENTS: A. CLEAR SPACING BETWEEN SPLICED BARS MUST NOT BE LESS THAN THE DIAMETER OF THE BAR BEING SPLICED, THE CLEAR COVER TO THE SPLICED BARS MUST NOT BE LESS THAN THE DIAMETER OF THE BAR, AND CODE REQUIRED STIRRUPS OR TIES MUST BE PLACED THROUGHOUT THE SPLICE LENGTH . B. CLEAR SPACING BETWEEN SPLICED BARS MUST NOT BE LESS THAN TWO TIMES THE DIAMETER OF THE BAR BEING SPLICED AND THE CLEAR COVER TO THE SPLICED BARS MUST NOT BE LESS THAN THE DIAMETER OF THE BAR. 4. HORIZONTAL REINFORCEMENT WITH MORE THAN 12" OF FRESH CONCRETE BELOW SHALL BE CONSIDERED AS TOP BARS, EXCEPT WALL REINFORCING. 5. THESE SPLICE LENGTHS HAVE BEEN DEVELOPED SPECIFICALLY FOR THE CONDITIONS OF THIS PROJECT IN ACCORDANCE WITH ACI 318 AND SHALL BE USED FOR THIS PROJECT ONLY. 6. HORIZONTAL REINFORCEMENT SPLICES SHALL BE STAGGERED A MINIMUM OF 4' -0 ". 7. CHART APPLIES TO ASTM 4615, GRADE 60 REINFORCING ONLY. LEGEND PROPOSED PROPERTY LINE — — — — EASEMENT CENTERLINE STORM SEWER SUB DRAIN SANITARY SEWER — 5 FORCE MAIN — FM WATER LINE — W GAS LINE — G — OVERHEAD ELECTRIC —OHE UNDERGROUND ELECTRIC — E OVERHEAD TELEPHONE —OHT UNDERGROUND TELEPHONE — T - D - s0- OVERHEAD TELEVISION —OHNV UNDERGROUND TELEVISION — TV — OVERHEAD UTILITY FIBER OPTIC WIRE FENCE CHAINLINK FENCE WOOD FENCE CONTOUR LINE RAILROAD TRACKS GUARD RAIL SPOT ELEVATION DIRECTION OF FLOW TREE LINE CATCH BASIN AREA INTAKE STORM MANHOLE SANITARY MANHOLE UTILITY MANHOLE WATER VALVE MANHOLE FIRE HYDRANT WATER SHUT OFF 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 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 —OHU- - FIB — — 000— + 0.00 0 M 0 0 • IIW, P.cJ • • IIW ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRRYEIPER11BESOLUNGN8 CC) 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 IIW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF NV, P.C. PURINA DRIVE BARGE DOCK 2 z O g y o m LL m � i `o d w 7 4 0 5 ❑ ce G! cc O Sheet No f G1.2 Project No: 11232 -06 0001a ndck — .-.... � 0030 .7 r1 6f, a' Elm WATER _PACKET TrP CT +10MLEne to, 0)5 10- SPILL Ti0'i SIFE+£ ,0' HEW / r Ex ML': ,Wm0L 00561 4 , Ex rx sel.EX ............ EX (RANEE Y ex tar wru1 FLDPO Er rw.1 AI RWa..51Ex eaT1 Y4 s:. 00015 11090 In 04955 ." STEEL OJT x1 667.93, 600 dlao Approximate Soli Boring Location R4., . -'0 EX cone m.tr. / sot—. EN lee WILL OPT WALL tl14`.G1' Not to Scale Base Plan by: IIW ALLENDER BUTZKE ENGINEERS INC. 3660 - 109th Street Urbandale, IA 50322 10 Salt Barge Unloading Dock Purina Drive & Mississippi River Dubuque, Iowa PN 121147 Site Plan BORING LOG NO. 1 Project No.: 121147 Project: Salt Barge Unloading Dock I Client. City o0Dubuque, clo IIW, P.C. aP Purina Drive & Mississippi River 4155 Pennsylvania Avenue Dubique, Iowa Dubuque. loeva j Surface Elevation: 609.7' Date Drilled: 6/6)2013 . Drilling Method: 4 "CFA/HSA Dawn BM . Bottom of Flood Gate 4 Elev= 610.71' Drilling Depth. ft.: 46 Page: 1 of 1 _ w _ " ) F a _.n U o ❑ uU . o% Material Descripton" 0 co 'ai : 3 W 608 60(1- 592 964 576 568 560 0 8 16 24 32 40 48 608- 600 592 584 SSA 7 2ei•., 19 6 6 30 31 1' CRUSHED LLMESTONE 8" CRUSHED LIMESTONE J, `Brown • VI °a� sox 4 • o O4 SP SP r 609 - _ _ - _ 15 _.,, tine to medium sand with gravel, moist FILL Moisture seepage near 8' limestone boulder 2 SSA _ - - ...4.,. SSA - SS_V ,With (rip rap) near 14.5' Brown fine to medium sand, trace gravel, saturated" Clay seam near 26' GRANULAR ALLUVIUM 594.7 _ - _ - - - _ 46 5 SSA Brown fine to medium sand, trace gravel, saturated Dark gray clayey sand with organics from 28' to 38' GRANULAR ALLUVIUM Gray fine to coarse sand after 38' 6 SSA 7 SSA 6 SSA 8 —T. SSA SSA 20 25 SW 0 SSA End of Boring SSA 563.7 - 'The stratification lines represent the approximate bounds y lines between material types: insitu. the lmnsitian may be gradual. Water Level Observation Time: at cmmpletioh _ hrs. days Depth to Q Y water: 8.5' II = ft. B. = ALLENDER BUTZKE ENGINEERS INC. f Geotechnical ' Environmental Cion Q.C. onstructQ BORING LOG NO. 2 Prefect len: 121147 Project: Sall Barge Unloading Dock Client: City of Dubuque, c/a 1IW, P.C. _- Purina Drive & Mississippi River 4155 Pennsylvania Avenue Dubuque lows Dubuque,Ionve Surface Elevation: 609.3' Date Drilled: 6/6/2013 Drilling Method: HSA Datum: BM - Bottom of Flood Gate (A Elev= 610.71' Drilling Depth, ft.: 46 1 of 1 r 'L o s N F z y m 2 U o D 8 g 46" Material Description' 0 co kk 600 600 592 584 6 700 560 0 3 - I6 24 32 40 48 ❑ w 608- 600 592 584 4 1 8 12 7 2 5 14 15 1' CRUSHED LLMESTONE •••• •• SP S'i 41 fe• • bw .." II 1 t I '4+�' A'J' �!.r, 1 608.3 - _ — - 23 Brown fine to medium sand w4h gravel, trace cinders, moist to very moist Moisture seepage near 9' With limestone boulders (rip rap) after 11' FILL I SSA - - 2E5 585.3 — - - _ ' 360.1 - 1 2 SSA 3 SSA _4 SSA Brown fine to medium sand, trace gravel, saturated Dark gray clayey sand with organics from 28' to 38' GRANULAR ALLUVIUM Gray fine to coarse sand after 38' SP SC 586.3 _ _ - - 46 5 SSA 6 SSA -. 7 SSA 0, :: . SW 0 SSA 9 SSA End of Boring 8 9 I0 SSA SSA SSA 563.3 - 'The stratification lines represent the approximate boundary lines between material types: in-situ. the transition maybe gradual. Water Level Observation ALLENDER BUTZKE ENGINEERS, INC. Time: al completion hrs. days De tth to 10.5 ft. V. fi, s y, _ Geotechnical 1 Environmental I Construction Q.C. BORING LOG NO. 3 Project No.: 121147 Project: Salt Barge Unloading Dock Client: City of Dubuque, c/a IIW, P.C. ra Purina Drive & Mississippi River 4155 Pennsylvania Avenue Dubuque. Iowa Dubuque, Iowa Surface Elevation: 611.8' Date Drilled: 6/7/20/13 Drilling Method: RSA Datum: BM - Bottom of Flood Gate (N, Elev= 610.71' Drilling Depth ft.: 51 Page: 1 of 1 = w ° Oz z y ~ n Uai 8!" l m q, f r a;„a O II m 8 Material Description* u g (7 N° ❑ ❑ w 608- 600 592 584 0 6® 16 24 Crushed 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' " , fix e4, 6�O d , iv:* GW SP - - 2E5 585.3 — - - _ ' 360.1 - 1 SSA 15 - 2 - .. SSA 2 3 4 SSA SSA Id 2 _ '._5• • SSA 133 Brown free sand to medium, raw gravel, saturated GRANULAR ALLUVIUM Dark gray clayey sand with organics, from 38' to 44 Pine to coarse sand after 44' SP I ' SC l SW ): 6 SSA 2 576. o40 560 32 40 - - 48 7 SSA 9 8 9 I0 SSA SSA SSA 7 19 12 End of Boring `The stratification Ines represent the approximate bounds IInes between material types: insitu, the transition may be gradual. Water Level Observation Time: at completion hrs. days watetr to c:u9 r. ft. `I. ft.: ALLENDER BUTZKE ENGINEERS, INC. Geotechnical 1 Environmental 1 Construction Q.C. IIW, P.cJ IIW ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGR1YEYPERT1SE.SCLUf 10N8 CC) COPYRIGHT 2012 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT ONLY. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF IIW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF I NV, P.C. t GEOTECHNICAL DATA PURINA DRIVE BARGE DOCK c to C m O 0_ w W ❑ 6 ❑ ce K cc W 0 Sheet No f G113 Project No: 11232 -06 SL EX JOINT BOT WALL 609.46' EX JOINT B0T WALL 609.37' EX 12" STEEL OUT FL 605.89' EX CTR 4 PILE DOLPHIN 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 EX GR 582.63' CTR 10" SPILL TRAY SLEEVE 10" HIGH EX ELEC CONTROL PANEL EX GR 581.02' EX BURIED ELECTRICAL 0 EX DOCK 6" PCC SLAB EX GRAVEL EX JOINT BOT WALL 609.36' EX B0T WALL 609.02' EX 2'X2' REC. GRATE STORM IN 609.02' 12" STEEL OUT FL 606.76' N r J 4LL 4 0 \ EX CONC EX BOT WALL AT FLOOD GATE 610.71' EX BOT WALL AT FLOOD GATE 610.74' EX 2'52' REC. GRATE STORM IN 909.35' 12" STEEL OUT FL 507.95' SITE SURVEY EX BLDG EX GR 587.92' EX EDGE WATER EL 593.79' EX STEEL PLATE -60gC ' _ OVER CONVEYOR BELT EX ASPH P T \ s�0 R � I S EX TOP WALL 618.43' BOT WALL 610.07' EX JOINT TOP WALL 618.51' _,IB�uIIIIIIIUuII,.. NORTH HORIZONTAL SCALE IN FEET 0 10 20 DRAWING MAY HAVE BEEN REDUCED \ Fk \ roo \ F EX JOINT TOP WALL 518.44' is!„. 0 EX JOINT TOP WALL 618.40' EX JOINT TOP WALL 618.41' EX TOP WALL 618.23' BOT WALL 618.12' / / / / / / / / / / 0 201J12) • • IIw ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRRYEIPERT16ESGLUNGNS (c) COPYRIGHT 2012 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FORTH'S PROJECT ONLY. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF IIW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. SITE SURVEY PURINA DRIVE BARGE DOCK m uJ Z 0 Sheet No C1101 Project No: 11232 -06 Z EX JOINT BOT WALL 609.46' EX 12" STEEL OUT FL 605.89' 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 (5) 2‹ EX GR 582.63' REMOVE EX SPILL TRAY SLEEVES CTR 10" SPILL TRAY SLEEVE 10" HIGH EX ELEC CONTROL PANEL EX GR 581.02' 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 EX JOINT BOT WALL 609.37' EX DOCK 6" PCC SLAB EX JOINT BOT WALL 609.36' EX BOT WALL 609.02' EX 2'X2' REC. GRATE STORM IN 609.02' 12" STEEL OUT FL 606.76' _ EX GRAVEL N 6 � J CON EX GR 587.92' UNLESS SPECIFICALLY NOTED. NO WORK SHALL BE PERFORMEEs71_ WITHIN 15' CLEAR ZONE OF EXISTING FLOOD CONTROL STRUCTURE AL EX CONC EX BOT WALL AT FLOOD GATE 610.71' PROTECT EX DOLPHIN TO REMAIN REMOVE EX SUPPORTED PLATFORM EX EDGE WATER EL 593.79' REMOVE EX CONC WALLS & ASSOCIATED FOUNDATIONS. SAWCUT AT INTERFACE W/WALL TO REMAIN EX STEEL COVER PLATE & CONVEYOR SYSTEM REMOVED BY OTHERS EX STEEL PLATE -609, ' OVER CONVEYOR BELT EX ROT WALL AT FLOOD GATE 610.74' EX 2'52' REC. GRATE STORM IN 509.35' 12" STEEL OUT FL 507.95' EX ASPH P T \ DEMOLITION PLAN EX BLDG _..011lllllluml,.. NORTH HORIZONTAL SCALE IN FEE] 0 10 20 DRAWING MAY HAVE BEEN REDUCED •k N rOp \ F 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' 60T WALL 618.12' IIW, P.0 • • IIW ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRRYEIPERT1SESOLUNGNS Cj 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 IIW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. 0 J 0 2 W 0 PURINA DRIVE BARGE DOCK m Sheet No ( cliol Project No: 11232 -06 MAINTAIN CONTINUITY OF REINF AT CORNERS, TYP. SEE DETAIL THIS SHEET 4" SCH 40 PVC CONDUIT BURIED MIN 2' -0", TURN UP ® ENDS AND CAP 1' -0" ABOVE FINISHED GRADE LADDER. SEE DETAIL SPILL TRAY SLEEVE. SEE DETAIL EX 12" STEEL OUT FL 604.49' EX EDGE WATER EL 593.70' SELECTIVELY REMOVE EX CONC WALL FOR TIE -BACK INSTALLATION WHERE REQ'D LADDER. SEE DETAIL 11E -BACK. SEE DETAILS. TYP OF (14) (17) #5 HORIZ ® 7° OC. PROVIDE STAGGERED CLASS B LAPS AS REQ'D Op EX 12" STEEL OUT FL 605.89' EX 2'X2' REC. GRATE STORM IN 609.02' 12" STEEL OUT FL 606.76' WALER. SEE DETAILS GUARDRAIL SEE ELEVATIONS & DETAILS — q CARE TO AVOID EX PIIPE DURING CONSTRUCTI O . -P80 VIDE OVERSIZED STEEL CA °SING -__ WHERE PIPE PASSES THROUGH DEADMAN WALL EX EDGE WATER EL 593.79' CONC DEADMAN WALL. SEE DETAILS EX 2'42' REC. GRATE STORM IN 609.35' 12" STEEL OUT FL 607.95' (17) #7 HORIZ 0 7" OC TERM IN INTERSECTING WALL W /STD HOOK. ADJUST SPACING AT TIE -BACK BLOCKOUTS 5 ®10" OC VERT 1 \\ \ x`1 \ / \ �� EXCAVATE & SLOPE TO MATCH EX \ \ _ ADJACENT REVETMENT. INSTALL CLASS E STONE REVETMENT PER IDOT SPEC 411111011Aktl14 -60g____---- � SECTION 2507- ALLOWANCE 100 TON ��� CLASS E STONE UNLESS SPECIFICALLY NOTED, NO \ WORK SHALL BE PERFORMED WITHIN EX ASPH PVMT \ 15' CLEAR ZONE OF EXISTING FLOOD \ CONTROL STRUCTURE Ex BLDG \ <•,,, \ Tap \ \pope _..011lllllluml,.. NORTH HORIZONTAL SCALE IN FEET 0 10 20 DRAWING MAY HAVE BEEN REDUCED EXTEND SLOPE UP TO MATCH IN W/EX GRADE (17) #5 HORIZ ® 7" OC TERM IN INTERSECTING WALL W /STD HOOK. 4 (17) #7 HORIZ ® 7" OC. PROVIDE STAGGERED CLASS B LAPS AS REQ'D. ADJUST SPACING AT TIE -BACK BLOCKOUTS #5 ® 14" OC VERT. ADJUST SPACING AT TIE -BACK BLOCKOUTS DEADMAN WALL REINF 11717 SCALE 1 /B• - 1•-0• 22:84 BCAIS: 1/4' - 1'-0• CONTRUCTION PLAN (2) C12x30 WALER. SEE WALL ELEVATIONS EXTENT OF LOWER CHANNEL BELOW. SEE WALL ELEVATIONS HSS 4x4xj'4 SPACER W /(2) % "O BOLTS NOTE: WALL REINFORCING NOT SHOWN FOR CLARITY. WALER SPLICE ® WALL CORNER 91.1 11717 SCALES 1 {2" - I'-0• 2214 SCAB: 1 PZ27 SHEETPILE WALL REMOVE INTERLOCK FROM THIS SHEETPILE SECTION (4) 7, "0 BOLTS Y2. BENT R BOLTED TO EA ABUTTING SHEETPILE SECTION W/ 7/s9 BOLTS ® 16" OC MAX VERT SPACING. EXTEND R FULL HT OF WALL (2) C12x30 WALER. SEE WALL ELEVATIONS NOTE: WALL FLUTES NOT SHOWN FOR CLARITY. CONTINUOUS WALL REINFORCING PROVIDE STD HOOK AT OUTSIDE FACE CORNER LAP BARS. SAME SIZE & QUANTITY AS WALL REINFORCING CORNER RIENFORCING 11:17 SC 1JC NTS 2aem SCALE: NTS IIW, P.0 • • IIw ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TMWSPORTATION ENGINEERING NTEGRDYEIPERDSESDLUTIDNS (C) COPYRIGHT 2012 ALL RIGHTS RESERVED. THESE DOCUMENTS HAVE BEEN PREPARED SPECIFICALLY FOR THE PROJECT ONLY. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR DISTRIBUTED IN ANY FORM WITHOUT THE PERMISSION OF IIW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF I IW, P.C. PURINA DRIVE BARGE DOCK m 0 ti O ce K cc O Sheet No f 5111 Project No: 11232 -06 4, -0„ MAX, TYP ST /EX PLATFORM 606.75 (VERIFY) WALER 600.66 SHEETPILE TOE EMBED 583.0 SHEETPILE Aft,TOE EMBED 562.5 TYP EA SIDE RAIL ® I2 ®12 4, -0" MAX, TYP mz EX GRADE"' 611.5 (VERIFY) T /WALL 608.0 (MATCH T /EX LOW WALL) WALER 601.0 GRADE –I 11— 579 97 (VERIFY 4 19' b" WEST SHEETPILE WALL ELEVATION I 44" MIN 11x17 SCALE. NIS 2F194 EC Ln NIB 1 1_ EX GRADE 609.0 (VERIFY) II 111 III III III — III - 111 II 111 111 111 III GRADE 82.23 I I -1 1 1 -1 1 —i VERIFY) 4' -0" MAX, TYP 1 "0 SOLID STEEL RUNGS (6., UNIFORM VERT SPACING OF 1, -0" OC. PROVIDE UNIFORM VERT SPACING FROM GRADE TO TOP RUNG. EXTEND LADDER TO WATER LEVEL AT TIME OF CONSTRUCTION L 2) x1>X4 CONT SIDE RAIL EA SIDE. GRIND LEGS IF REQ'D TO MATCH SHEETPILE GEOMETRY TYP LADDER DETAIL PZ27 SHEETPILE WALL 11x17 SCALE. 9/4' - 1' -O' BE 94 BCAIII 1 1/E' - SOUTH SHEETPILE WALL ELEVATION 11:17 SCALE: N1S 204 SCUM WS 9" NOM I.D. XSTG PIPE APPROX 1' -0" HIGH, MATCH EX 1" BASE R (4) %"9 x1S" LONG TYPE 304 5S ANCHOR BOLTS SPILL TRAY SLEEVE DETAIL 11217 SCALE 3/4' - 22x:14 @0A11:1 1/B' - 1' -0" SHEETPILE TOE EMBED 562.5 ,1 T /WALL pia 608.0 (MATCH T /EX LOW WALL) X41 i 24' -0„ EAST SHEETPILE ELEVATION (WALL 4.1 11x17 SCALE. N1S B894 MAIM MIS 2" SCH 80 POSTS 4' -0" OC MAX 2" SCH 80 RAILING, TYP EX GRADE 611.5 (VERIFY) L 3x3xY4 BRACE © EA POST. CUT TO FIT 3/x4x0, -6" (2) % "0 55 EXP ANCHORS CA 4" 0C W /MIN 3Ya" CONC EMBED Y4 ": FT 4 L 3x3x4x0' -10X2 © EA POST (2) % "0 BOLTS BASE R Jix6x0' -6" SAND & CEMENT GROUT (4) %"0 55 EXP ANCHORS W /MIN 3)g" CDNC EMBED EX SHEETPILE WALL PZ27 SHEETPILE WALL REINF GONG WALL GUARDRAIL SECTION AT HIGH GRADE S4.1 11217 SCALE: 9/4" - 1' -0" 20x34 SCUM 1 1/2" = 1•-0" WALER 600.66 SHEETPILE TOE EMBED 583.0 NOTE: WALL REINFORCING NOT SHOWN FDR CLARITY. GUARDRAIL SECTION AT LOW GRADE S4.1 11217 SCALE: we - 1'-0• 2294 SCLI& 1 1/2" = 1'-0" IIW ARCHITECTURE CIVIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERI NO LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING NTEGRITY.FIPER1ISE.SOLUf 10NS C) 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 IIW, P.C. AU. INFORMATION IN THIS DOCUMENT 13 CONSIDERED PROPERTY OF IIW, P.C. CO Z 0 a U J 0W IA W Q J ¢ a 0_g q m W ui a Q >¢a re • Z • O J 72 a ET Ho W 1 W a E 4 m 0 0 0 ce K cc z O Sheet No f 54,1 Project No: 11232 -06 R 1Y4x4x0' -10 ", TYP EX SHEET PILING 4" SCH 40 PVC CASING. FILL ANNULAR SPACE W /GROUT. GROUT SHALL BE IN ACCORDANCE WITH T1E -BACK MFR'S, RECOMMENDATIONS I -WALL 15' -0" 15' -0" MIN CLEARANCE TO ANY PART OF FLOODWALL STRUCTURE 609.0 EX GRADE (VERIFY) NOTE: GUARDRAIL NOT SHOWN FOR CLARITY. 11 IIEIIEIIEII=11=11=IIEII(=111= 111 = 111 =11i= 111 =11i= 111 =11i= 111 =11i= 111 =11i= 111 =11i= 111= 11E= 71E71E= 11E11E =� .'�CONC DEADMAN WALL. SEE DETAILS 2' -6" MIN CLR FT PZ 27 SHEET PILE WALL 608.0 T /SHEETPILE (MATCH T /EX OW WALL) (6) #5 10 10" OC HORIZ E.F. PROVIDE STAGGERED CLASS B LAPS AS REQ'D WALER. SEE DETAILS TIE -BACK. SEE DETAILS (10) #9 & 6" OC HORIZ F.F. PROVIDE STAGGERED CLASS B LAPS AS REQ'D 3" CLR, TYP ALL EDGES PZ 27 SHEET PILE WALL (2) C12x30 WALER (4) #7 VERT, TYP EA WALL FLUTE NOTE: OTHER WALL REINFORCING NOT SHOWN ON THIS DETAIL FOR CLARITY. SEE WALL SECTION H55 4x4x4 SPACER W /(2) %2" 0 BOLTS 6' -0" OC MAX R Y/4x3x0' -3 ", TYP 7/00 BOLT, TYP DYWIDAG ANCHOR. SEE PLAN FOR LOCATIONS EX SHEET PILING SSA CD PLAN BLOW -UP 28234 SCALE: 1 11217 SCALE: 1 {R• - - DYWIDAG ANCHOR R & NUT WALER MAY BE SPLICED AS SHOWN 1Ji'a "0 DYWIDAG ANCHOR. SEE PLAN FOR LOCATIONS 4" SCH 40 PVC CASING. FILL ANNULAR SPACE W/CROUT. GROUT SHALL BE IN ACCORDANCE WITH TIE -BACK MFR'S RECOMMENDATIONS NOTE: WALL REINFORCING NOT SHOWN FOR CLARITY. TIE -BACK CONN TO WALL 1119 BCAiz: 1/4" - 1' -0• 81484 SCALE 1 1/2' R %x9Yzx2' -O" TOP & BOT OF WALER SPLICE LOCATIONS (2) C12x30 WALER PZ 27 SHEET PILE WALL DYWIDAG ANCHOR R & NUT :CO BOLT, TYP NOTE: WALL REINFORC NG NOT SHOWN FOR CLARITY. S8.1 1 11217 BCALE: 2/4' - 1'-0" 28284 SCALE:1 1/2' - PZ 27 SHEET PILE WALL (2) C12x30 WALER HSS 4x4xY4 SPACER W /(2) 7,6"9 BOLTS 6' -0" OC MAX EX SHEET PILING SECTION EX SHEET PILING PZ 27 SHEET PILE WALL (2) C12x30 WALER WC BOLT R TYP WO BLEED HOLES W 3' -0" OC ALONG WEB OF LOWER WALER CHANNEL R 1Y4x4x0' -10 ", TYP 3 1/2' NOTE: WALL REINFORCING NOT SHOWN FOR CLARITY. SECTION 3 1/2" B8.1 1217 SCAM: 2/4' 88284 SCALD 1 1/2' - 1' -0' NOT TO SCALE 4" SCH 40 PVC CASING. FILL ANNULAR SPACE W /GROUT. GROUT SHALL BE IN ACCORDANCE WITH TIE -BACK MFR'S RECOMMENDATIONS 144 "0 DYWIDAG ANCHOR. SEE PLAN FOR LOCATIONS. DYWIDAG ANCHOR R & NUT BLOCKOUT ® TIE -BACK. FILL W /CONC AFTER TIE -BACK IS INSTALLED #5 & 16" OC VERT. PROVIDE STAGGERED CLASS B LAPS AS REQ'D #5 @ 10" OC HORIZ E.F. PROVIDE STAGGERED CLASS B LAPS AS REQ'D 0 (10) #7 ® 6" OC HORIZ B.F. PROVIDE STAGGERED CLASS B LAPS AS REQ'D EXISTING SHEET PILING REINFORCED CONC WALL #5 © 16" OC VERT, DISCONT1N000S WALER. PROVIDE STAGGERED CLASS B LAPS AS REQ'D REMOVE RIVER MUD BTWN EX & PROPOSED SHEETPILE WALLS TO SAND LAYER BELOW & PLACE CONC WALL TO TOP OF SAND LAYER 562.5 SHEETPILE TOE EMBED NOTE: DEADMAN WALL REINFORCING NOT SHOWN FOR CLARITY. TIE -BACK CONN TO DEADMAN 1219 scam 1e2 - 1' -0• 88184 SCAM 1 - IW, P.0 • • IIW ARCHITECTURE CNIL ENGINEERING CONSTRUCTION SERVICES ENVIRONMENTAL ENGINEERING LAND SURVEYING MUNICIPAL ENGINEERING STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING Nf EGRITY.FIPER1 ISE.SOLUf 10NS C) 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 IIW, P.C. ALL INFORMATION IN THIS DOCUMENT IS CONSIDERED PROPERTY OF IIW, P.C. PURINA DRIVE BARGE DOCK ce W Q IX 0 W LLI a Z � 7 r Z O i Q s it a i I i a 0 0 O m 0 0 5. re K 1r w O Sheet No f 86,1 Project No: 11232 -06 RESOLUTION NO. 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 less 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 less 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 Attest: Kevin S. Firnstahl, City Clerk day of 2013. 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 BARGE 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. Masterpiece on the Mississippi Dubuque ktratd All - America City '1 111! 2012 TO: Michael C. Van Milligen, City Manager FROM: Don Vogt, Public Works Director DJV SUBJECT: Purina Drive Barge Docking Facility Repair Project (CIP #6802479) DATE: July 8, 2013 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 the 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 leased property by contracted lessees. DISCUSSION Engineering plans and specifications for this project have been prepared by IIW Engineering & Surveyors, P.C. This project provides for the installation of new sheet pile dock facing and related tie -back system. It also provides for the removal of an 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 BUDGET IMPACT The cost estimates for the project are as follows: Construction Contract $ 593,213 Contingency 15,914 Engineering 61,450 Estimated Total Project Cost $ 670,577 1 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 REQUIRED 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. Attachment 2 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