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HomeMy WebLinkAboutUnion Pacific Railroad-Right of Entry Agreement-05.11.2009 RIGHT OF ENTRY AGREEMENT THIS RIGHT OF ENTRY AGREEMENT ("Agreement") is made as of this // ' day of May , 2009, between the CITY OF WATERLOO, IOWA, an Iowa municipal corporation ("Owner"), and UNION PACIFIC RAILROAD COMPANY, a Delaware corporation ("Union Pacific"). 1. Owner grants to Union Pacific the right to enter upon and use the parcels of land (the "Property") in the city of Waterloo, Black Hawk County, Iowa, shown on the prints attached hereto as Exhibit A and hereby made a part hereof, for purposes of (a) crossing through the levee on such Property in order to gain access to the Cedar River, construct a temporary construction platform, and then repair Union Pacific's bridge located in the Cedar River (the "Project") and (b) a site for outdoor storage of materials and equipment and for construction work on bridge components as shown on Exhibit A. Union Pacific shall use reasonable efforts to install a temporary barrier on the ground around the Property during the term hereof. If necessary in the months of March through October, Union Pacific shall provide a detour route for the Owner's recreational trail which passes through the Property. 2. The term of this Agreement shall commence on the date hereof and terminate upon the Owner's approval and acceptance of Union Pacific's permanent repair of the hole made by Union Pacific in the levee as set forth below. 3. In connection with this right to enter upon and use the Property, Owner grants Union Pacific the right to gain pedestrian and vehicular access to the Cedar River to complete the Project and to open (and then to close and repair) a hole in the Owner's levee along the Cedar River in the location depicted on Exhibit A. Union Pacific's access to the Cedar River is required by Owner to be made in accordance with the plans included in Exhibit A. Union Pacific shall give Owner at least seven (7) days notice prior to opening a hole in the levee. Union Pacific shall also have the right to haul materials onto the Property and into the Cedar River in order to build up an earthen platform of a design determined by Union Pacific, in order for Union Pacific to reconstruct and repair its bridge in the Cedar River. Once Union Pacific has completed its repair and reconstruction of its bridge, Union Pacific shall restore the condition of the bank of the Cedar River to the extent required under any permit obtained by Union Pacific from the Army Corps of Engineers in connection with the Project and to the extent otherwise required by this Agreement. Once Union Pacific has completed its repair and restoration of the bank, Union Pacific shall repair the hole made by Union Pacific in the levee on the Property. Such repair shall also be completed pursuant to the plans included in Exhibit A, which plans have been approved by the Owner as setting forth a design with specifications by which the levee will be restored to its current capability and condition. Such plans also require restoration of landscaping (including grading, trees, bushes, topsoil, grass, and mulch), the concrete trail, lighting, and irrigation, in each case to the extent damaged by Union Pacific in the course of its work on the Property. It is anticipated that Union Pacific's activities will damage or destroy a deteriorated concrete stairway on the levee, and Union Pacific agrees to remove stairway materials and place such portion of the levee in the same condition as the rest of the levee. 1 o:\legal-practice area\real estate\matters\Iowa\city of waterloo\waterloo-up roe agmt-043009.doc Before commencing work on the Property, Union Pacific and Owner representatives shall meet at the Property to review the condition of the Property, and Union Pacific shall provide Owner with copies of any applicable permits obtained by Union Pacific from the United States Army Corps of Engineers or the Iowa Department of Natural Resources. With respect to the risk of flooding while the hole in the levee remains open, attached hereto as Exhibit B and made a part hereof is the Action Plan temporarily to repair the levee in the event the water level in the Cedar River rises to a certain level while the hole in the levee remains open. Union Pacific will monitor any temporary repair made to the levee until such repair is removed to allow resumption of the Project. 4. After Union Pacific has completed repair of the levee pursuant to the plans approved by Owner, Union Pacific shall notify Owner so that Owner may inspect Union Pacific's work on the levee. After Owner's inspection, Owner shall advise Union Pacific in writing that the repair and condition of the levee is acceptable to Owner as having been made pursuant to Exhibit A or advise Union Pacific of deficiencies in Union Pacific's repair of the levee which must be corrected. Owner acknowledges that the repair of the levee by the Union Pacific after completion of the Project is intended generally to restore the levee to its condition on the date hereof, not to other specifications elected by the Owner. Once Owner has accepted the repair of the levee by Union Pacific, Owner shall be responsible for further maintenance and repair of the levee. 5. Union Pacific agrees to indemnify and save harmless Owner against and from any and all liability, loss, costs and expense arising out of personal injury to or death of persons whomsoever, or loss or destruction of or damage to property, where such personal injury, death, loss, destruction or damage is caused by the negligence of Union Pacific, Union Pacific's agents, contractors, servants or licensees, in entering upon the Property pursuant to this Agreement. Provided, however, notwithstanding any language in this Agreement to the contrary, upon Union Pacific's prompt repair of the hole in the levee made by Union Pacific and continued monitoring and maintenance of said repair following the need for temporary repair as contemplated in Section 3 above, Union Pacific shall be released from further obligation or responsibility under this paragraph with respect to its duty to make, monitor and maintain the temporary repair. Provided further, notwithstanding any language in this Agreement to the contrary, upon the Owner's acceptance of the permanent repair by Union Pacific to the levee as set forth in Section 2 above, Union Pacific shall be released from further obligation or responsibility under this Agreement. To the extent permitted by applicable law, Owner shall defend, indemnify, and hold harmless Union Pacific from and against losses, damages, costs and expenses (including fines, penalties and reasonable attorney's fees) which may result from the presence of any Hazardous Substances on or near the Property, except to the extent released on or under the Property by Union Pacific. Union Pacific shall defend, indemnify, and hold harmless Owner from and against losses, damages, costs and expenses (including fines, penalties and reasonable attorney's fees) which may result from the release by Union Pacific of any Hazardous Substances on or under the Property. "Hazardous Substance" shall mean any hazardous, toxic, dangerous or extremely dangerous substance, material or waste, which is or becomes regulated by the United States government, the State of Iowa, or any local governmental entity, and shall include, without limitation, any flammables, explosives, radioactive materials, hazardous materials, hazardous 2 o:\legal-practice area\real estate\matters\iowa\city of waterloo\waterloo-up roe agmt-043009.doc waste, hazardous or toxic substances or related materials defined in the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, the Hazardous Materials Transportation Act, as amended, the Resource Conservation Recovery Act, as amended, and/or the regulations promulgated pursuant thereto. The rights and obligations set forth in this Section 5 shall survive the termination or expiration of this Agreement. 6. Owner hereby represents that: (i) it has the full right and authority to enter into this Agreement and consummate the transaction contemplated by this Agreement; (ii) the zoning regulations of Owner permit the outdoor equipment and material storage and construction work uses by Union Pacific which are contemplated by this Agreement; and (iii) Owner has received no notice from any entity indicating the presence of any Hazardous Substance on or under the Property or of any other violation of any applicable environmental law, rule, ordinance, or regulation by or at the Property. 7. Union Pacific shall not knowingly cause or permit any Hazardous Substance to be brought upon, kept, or used in or about the Property in violation of applicable law by its employees, agents, contractors, guests, or invitees. If Union Pacific breaches such obligation, or if contamination of the Property from Hazardous Substances is caused or contributed to by the acts or omissions of Union Pacific, its officers, directors, employees, agents, contractors, guests, or invitees (a "Breaching Party") or otherwise occurs for which the Breaching Party is legally liable, then the Breaching Party shall indemnify, defend, and hold harmless the Owner as provided in Section 5 above. Without limiting the foregoing, if the presence of any Hazardous Substance caused or permitted by the Breaching Party results in any contamination of the Property, Union Pacific shall promptly notify Owner of such contamination and shall, at its sole expense, take all actions as are necessary to return the contaminated area to the condition existing prior to the introduction of any such Hazardous Substance; provided that Union Pacific shall first obtain Owner's approval of any such action. The parties acknowledge the Union Pacific, its employees, agents, and contractors, will be using machinery to carry out the Project and said machinery necessarily requires for proper operation the use of substances defined as Hazardous Substances for purposes of this Agreement. The use of such substances for said purposes is permitted, provided that Union Pacific observes the requirements of this Agreement in the event that any Hazardous Substance is spilled, discharged or otherwise released so as to cause contamination of the Property. 8. Union Pacific shall permit the non-employee agents and representatives of Owner to enter upon the Property to inspect the Property so long as Owner provides reasonable advance notice to Union Pacific and such persons do not interfere in any material way with Union Pacific's use of the Property. Provided, however, in the event of emergency, Owner and its agents, employees and representatives may access the Property without prior notice, after or during which Owner shall provide notice to Union Pacific in a manner which is reasonably 3 o:\legal-practice area\real estate\matters\iowa\city of waterloo\waterloo-up roe agmt-043009.doc practicable under the circumstances, and provided further that Owner and its employees may inspect and otherwise access the Property at any time so long as Owner does not interfere in any material way with Project activities. 9. Any notices required or desired to be given under this Agreement shall be in writing and personally served, given by overnight express delivery, or given by mail. Any notice given by mail shall be sent, postage prepaid, by certified mail, return receipt requested, addressed to the party to receive at the following address or at such other address as the party may from time to time direct in writing: Owner: CITY OF WATERLOO, IOWA Attn: City Engineer 715 Mulberry Street Waterloo, Iowa 50703 Telephone: (319) 291-4312 Facsimile: (319) 291-4262 Union Pacific: UNION PACIFIC RAILROAD COMPANY ATTN: Ron Aupperle 1800 Farnam Street Omaha, Nebraska 68102 Telephone: (402) 997-3581 Facsimile: (402) 997-3601 Express delivery notices shall be deemed to be given upon receipt. Postal notices shall be deemed to be given three (3) days after deposit with the United States Postal Service. Additionally, Union Pacific shall provide Owner with names and contact information for Union Pacific's Property representative and its contractor's site representative. The Union Pacific Property representative shall be available for Owner contact regarding day to day matters and at all times to receive notice from Owner (though Owner is not required hereunder to monitor such water level) that the water level in the river requires that Union Pacific direct its contractor immediately to implement the agreed upon procedure for temporary repair and restoration of the levee where opened by Union Pacific, and such Union Pacific Property representative shall have authority to direct its contractor immediately to implement such temporary repair and restoration upon receipt of such contact from Owner. 10. This Agreement shall be governed, construed and enforced in accordance with the laws of the State of Iowa. 11. This Agreement shall be binding upon and inure to the benefit of the parties hereto, and their successors and assigns. 12. Any provisions that require observance or performance subsequent to termination shall survive termination. 4 o:\legal-practice area\real estate\matters\Iowa\city of waterloo\waterloo-up roe agmt-043009.doc 13. Should either party institute any action or proceeding to enforce or interpret this Agreement or any provision hereof', for damages by reason of any alleged breach of this Agreement or of any provision hereof, or for a declaration of rights hereunder, the prevailing party in any such action or proceeding shall be entitled to receive from the other party all costs and expenses, including reasonable attorneys' fees incurred by the prevailing party in connection with such action or proceeding. The term "action or proceeding" shall mean and include actions, proceedings, suits, arbitrations, appeals and other similar proceedings. IN WITNESS WHEREOF, Owner and Union Pacific have caused this Right of Entry Agreement to be executed by their duly authorized representatives as of the day and year first above written. Owner: CITY OF WATERLOO, IOWA an Iowa municipal corporation By: (ili1Z 1`)`✓ Title: —rcm Hu-I" lel , ✓hat.Y ,le UNION PACIFIC RAILROAD COMPANY, a Delaware corporation By: Title: Assists ice President— eal Estate 5 o:\legal-practice area\real estate\matters\iowa\city of waterloo\waterloo-up roe agmt-043009.doc EXHIBIT A [Please see attached print (containing six pages) showing the area of access through the levee to the area for construction of the platform, and the separate work area, including access routes from such areas to public rights-of-ways.] o:\legal-practice area\real estate\matters\iowa\city of waterloo\waterloo-up roe agmt-043009.doc TO IANR CONN. B ENO OF LEAD (TIMETABLE SOUTH( —g TRACK AND BRIDGE ALIGNMENT: TANGENT EXISTING LOW FLOW DAM DRAWING SCHEDULE S SET SHEET NO. DESCRIPTION BRIDGE PLAN, ELEVATION A 0 BILL OF MATERIAL 2 PROPERTY PLAN AND NOTES 3 FLOODWALL REMOVAL DETAILS AND FRAMING DETAILS A FLOC/WALL REINFORCING DETAILS SEALANT MATERIAL NOTES EMERGENCY TEMPORARY L TEE CLOSURE DETAILS tz c ND. DWG. O. SHEET N0. REV. NO. DESCRIPTION I WLP-I6 I - 62 - CEDAR RIVER, WATERLOO, IA, LOCAL FLOOD PROTECTION 2 WLP-I9 I - 22 - CEDAR RIVER, WATERLOO, IA, LOCAL FLOOD PROTECTION l (18236 I - ID - BR DOE 325.13, WATERLOO IND. LEAD, B SPAN TPG-OD BRIDGE PIER REPAIRS (FLOOD DAMAGE( 4 116167 I - 14 - BR x DGE 325. ID, WATERLOO IND. LEAD, B SPAN TEG-ND T31' SUPERSTRUCTURE REPAIRS (FLOOD DAMAGEI 371' ADDED BILL OF MATERIAL RUE) UNIT_, DESCRIPTION STORE MEN AO ORDERED BY 4950 CU. YO._ CRUSHED ROCK FOR CAUSEWAY (PLACE AND REMOVE( CONTRACTOR 1880 CU. YD_ FILL FOR ACCESS RAW (PLACE AND REM(IVE) LOT_ MATERIAL FOR LEVEE WALL REPAIR (PER SHEETS N0. 3, 4 AND 51 LOT MATERIAL FOR EMERGENCY TEMPORARY LEVEE (PER SCHEDULE, SHEET NO. 61 ALL WAN ITIES ARE ESTIMATE°. DUANTITY FOR CRUSHED ROCK BASED ON 4' CAUSEWAY THICKNESS. THICKNESS LEVELS NAY VARY DEPENDING ON RIVER LEVEL AND BOTTOM PROFILE. TO WATER DO B DEWAR (TIMETABLE NORTH( REPAIR EXISTING PIERS (PER REF. 31 REPAIR EXISTING PIER (PER REF. 3) REPAIR EXISTING PIER AND ABUTMENT (PER REF. IIR °WilTAi7Cii7W1'B I' ,C.. B' \ , _ •PIM XWI;�T4i7TOi`DI1LT J REPT R EXISTING 5 EEL EPS- D SPANS (PER REF. 41 BRIDGE PLAN SCALE: Ven I'-0' ruin- 5;5_____ --t�T=. -�-ertri-rr rt.=rf--r- � ,�.-• t t'.^': r3N?:": D"'"„r-- :�_-r-sra'.?`.:3.PF`T'T:�tf`.; — n=i 7=n3f. oiM7�r -ncr_ i �V A"('—.i=E�- . i� i ar.�Ta, inr. .fvr� r Ic;r L C rI I r L.S I'r r 1 1 ABU MENT vl PIER v2 SPAN ul SPAN v2 PIER 13 PIER 14 SPAN 03 SPAN A4 PIER v5 ELEVATION SCALE: SPAN v5 4'-0' APPROX. THICKNESS ROCK CAUSEWAY REPAIR EXISTING PIERS (PER REF. 31 PIER e6 4'-A' APPROX. THICKNESS ROCK CAUSEWAY REPAIR EXIST N STEEL TPG-OD SPANS I ER REF, ADD' APPEDX. aatLmt ET i SPAN v6 COMPACTED FILL ACCESS RAMP REMOVE EXISTING PIER AND CONSTRUCT NEW DRILLED SHAFT FOUNDATION (PER REF. 31 PIER vT BENT AT REPAIR EXISTING PIER AND ABUTMENT (PER REF. 31 LLtn=D1 n-ra SPAN 'E PIER 08 COMPACTED FILL ACCESS RAMP PAW UP SPAN v8 EXISTING CONCRETE RIVER WALL (TO REMAIN( EXISTING CONCRETE LEVEE WALL NOTE:, SEE SHEET N0. 2 FOR DETAILS NORTHEAST OF LEVEE WALL. REMOVE AND REPLACE EXISTING CONCRETE I -WALL (PER NOTES AND DETAILS, SHEET NOS. 3, 4, AND 51 EXISTING CONCRETE LEVEE WALL EXVEISTING CONCRETE RIR WALL EXISTING 6TH STREET PUMPING STATION EXISTING CONCRETE -- oLEVEE WALL C 'J \u ABUTMENT v9 — REWWALLONCRETE EXISTING CONCRETE SLOPE PAVING. CONTRACTOR TO PROTECT IN PLACE. IF DAMAGED, CONTRACTOR TO REMOVE AND REPLACE. POSTCONSTRUCTION COMPLIANCE ontractor or PRR Manager n char a of con true Ion o provide to ghge ffice o the Irector 5 ru tires sign 0- c• omp! InnnwWIfh feel plans and InDfcaat n Oo V con }ruction ar lanes. PROVW WNW A 7l./l.0� c-z LETTER SERIES SHEET NO. CUT ON SHEET NO. SHOWN ON SECTION DESIGNATION • / • / DATE REVISIONS FORMER CB NW BRIDGE ND. K325.13 It'll' UNION PACIFIC RAILROAD OMn 'FOOT Eng laws sing DxM,UOnnmcMnn e AIr0CE 325. 13 WATERLOO IND. LEAD 1.0 MILES SOUTH OF WATERLOO, IA SITE ACCESS, TEMPORARY CAUSEWAY, AND LEVEE MODIFICATION DETAILS DK TITLE. BRIDGE PLANL ELEVATION AND BILL OF MATER AL Priu4LCT IN - wpm ORDER: 08224 DESIGN BY, KIEV CHECKED BY, CE 'MnDRAWN BY: CHECKED BY: REV ID APRIL 2009 SCALE AS I: 'JO FOR AVP EWGEER4 WEEWCDASTIAICIOI DATE CC ENGINLL W 05 S1EE1 N0. I of 6 L1 ITUDE, I2.29'38' N LONGITUDE: 92.20'I I' W C E NJ®EB I18226 n Charge of Construction None GENERAL NOTES CITY OF WATERLOO FACILITIES: THESE CONDITIONS APPLY WITHIN THE TERMS OF THE RIGHT OF ENTRY TO CITY PROPERTY. IN CASE OF CONFLICT, THE RIGHT OF ENTRY SHALL GOVERN. CONTRACTOR TO PROTECT IN PLACE CITY OF WATERLOO FACILITIES, INCLUDING LEVEE, TRAIL, IRRIGATION LINES AND HEADS, TREES, POWER LINES, POLES AND FIXTURES, SLOPE PAVING, AND ALL OTHER IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING OR REPAIRING ALL DAMAGE TO THESE FACILITIES IN THE CONSTRUCTION LIMITS DURING CONSTRUCTION. PRIOR TO MOVING INTO THIS AREA, THE CONTRACTOR SHALL TAKE AND SUBMIT TO THE RAILROAD DETAILED PHOTOS AND NOTES SHOWING THE LOCATION AND CONDITION OF ALL ITEMS TO PROTECT. ANY EXISTING DAMAGE SHALL BE NOTED. ANY AND ALL DAMAGE DURING CONSTRUCTION SHALL BE PHOTOGRAPHED AND THE RAILROAD NOTIFIED. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL TAKE AND SUBMIT TO THE RAILROAD IDENTICAL PHOTOS AND NOTES TO SHOW THE UNDAMAGED ITEMS AND ANY REPAIRED ITEMS. THE CITY SHALL SIGN OFF ON THE CONDITION OF ALL ITEMS PRIOR TO THE CONTRACTOR MOVING OUT. CONTRACTOR SHALL PROVIDE ACCESS TO CITY OF WATERLOO FACILITIES TO CITY OF WATERLOO EMPLOYEES ANDTOR AGENTS WITHOUT PRIOR NOTICE AT ALL TIMES. CONSTRUCTION PROCEDURE 1. CONDUCT A JRI T REVIEW OF THE SITE WITH CITY OF WATERLOO AND LORE CONSTRUCTION MANAGER 50 ALL PARTIES UNDERSTAND THE CONDITION OF THE EXISTING FA ILITIES PRIOR TO MOBILIZING ANY EQUIPMENT OR MATERIAL TO CITY OF WATERLOO PROPERTY. 2. PROVIDE EME GENCY LEV E MATERIAL (PER SCHEDULE, SHEET NO. 61 ONSITE, ESTIMATED TIME TO CON TRUCT TEMPORARY LEVEE AND 24 HOUR CONTACT INFORMATION TO UPRR CONSTRUCTION MANAGER AND THE CITY OF WATERLOO. 24 HOUR CONTACT SHALL BE ABLE TO PROCEED IN AN EMERGENCY BASIS WINO T AUTHOR( ATION FROM OFF SITE. EMERGENCY MATERIAL, EQUIPMENT, AND 24 HOUR AVAILABIL TY TO BE MAINTAINED UNTIL LEVEE WALL IS RECONSTRUCTED TO THE APPROVED PLANS TO THE SATISFACTION OF UPRR, THE U.S. ARMY CORPS OF ENGINEERS AND THE LIT OF WATERLOO. 3. NOTIFY UPRR CONSTRUCT ON MANAGER AND CITY OF WATERLOO CITY ENGINEER T DAYS BEFORE BEGINNING WORK ON THE FLOODWALL. 4. CLOSE AND BARRICADE THE BIKE TRAIL ACROSS THE WORK SITE. PROVIDE APPROPRIATE SIGNAGE, INCLUDING D TOUR ROUTE. SIGNAGE AND DETOUR ROUTE SHALL BE APPROVED BY THE CITY OF WATER DO. 5. PROTECT EXISTING CITY FACILITIES IN PLACE. 6. PERFORM THE INITIAL LEVEE WALL REMOVAL PER DETAIL, SHEET NO. 3. T. CONSTRUCT ACCESS RAM AND CAUSEWAY PER DETAILS, SHEET NO. I. PROVIDE A MINIMUM 1'-O' COVER ORR REMAINING LEVEE WALL AND SUPPORTING FACILITIES. B. REMOVE 4 SPANS FROM HARREL TO DESIGNATED WORK AREA. GIRDERS ARE NOT TO BE DAMAGED IN REMOVA . FL00RBEAMS, STRINGERS AND BRACING MAY BE CUT WITH PRIOR APPROVAL OF UP R CONSTRUCTION MANAGER. 9. HEAT STRAIGHTEN GIRDERS AND REPAIR SPANS PER REFERENCE 4. 10. REMOVE AND RECONST UCT PIER NO. T AND REPAIR PIERS NO. 5, 6, 8 AND ABUTMENT NO. 9 PER REFERENC 3. II. INSTALL REPAIRED SPANS N0. 5-B. 12. INSTALL DECK PER DETAILS, REFERENCE 3. IT. RESTORE TRACK TO SERVICE. 14. REMOVE CAUSEWAY, RAMP, REMAINING BRIDGE MATERIAL, AND ALL INCIDENTAL MATERIAL FROM CHANNEL AND L ROE. 15. REMOVE REMAINING L VEE WALL CONCRETE PER FINAL LEVEE REMOVAL DETAIL, SHEET N0. 3. DO NOT DAMAGE ADJACENT WALLS, THE WATERSTOP BETWEEN PANELS, THE ISOLATION PAD, OR THE SHEET PILE BENEATH THE WALL. 16. RECONSTRUCT THE L WEE WALL PER DETAILS, SHEETS NO. 3 ANO 4, AND REFERENCE I AND 2. CONCRET MIX SHALL BE PER CAST -IN -PLACE CONCRETE NOTES ON SHEET NO. 4. CONCRETE MIX SHALL BE CAPABLE OF ACHIEVING MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI IN 3 DAYS. CONTRACTOR SHALL ENSURE THAT THE PERMANENT LEVEE W LL CAN BE CONSTRUCTED AND REACH THE DESIRED STRENGTH PRIOR TO WALL BEING EXPOSED TO POTENTIAL FLOODWATERS. IT. RESTORE DISTURBED AREA TO ORIGINAL CONDITION (OR BETTER(. THIS INCLUDES REPLACIN ALL LANDSCAPING (INCLUDING BUT NOT LIMITED TO GRADING, TREES, BUSHES, TOPSOIL, GRASS AND OR SOD, MULCH, ETC. 1, CONCRETE TRAIL, LIGHTING, IRRIGAT ON ETC. ON CITY PROPERTY OR FACILITIES THAT MAY BE DAMAGED DURING TH COURSE OF THE WORK. APPROX. LOCATION OF EXISTING STAIRWELL. STAIRS TO BE REMO ED IF DAMAGED DURING RAMP REMOVA AND RIPRAP TO BE PLACED IN VO D TO PROTECT ABUTMENT EXISTING CONCRETE RIVER WALL (PROTECT IN PLACE( EXISTING CONCRETE LEVEE WALL (PROTECT IN PLACE EXCEPT FOR MODIFICATIONS PER DETAILS, SHEET 3 AND 4, AND NOTES, THIS SHEET EXISTING IN' TOE DRAIN (CONTRACTOR TO PROTECT IN PLACE( CONTRACTOR SHALL KEEP EQUIPMENT AND MATERIAL OUT OF HATCHED AREA WITHOUT PRIOR APPROVAL FROM RAILROAD E SYCAMORE ST. 1 CONTRACTOR TO REINSTALL VY x I" OVAL HEAD SLOTTED 19-8 STAINLESS STEEL MACHINE SCREWS IN ALL TM EDDED COUPLING NUTS IN LEVEE CLOSURE. IF SCREWS DO NOT THREAD OR SEAT PROPERLY, CONTACT UPRR CONSTRUCTION MANAGER AND CITY OF WATETRL00 TO DET MINE IF TAPPING OR OTHER FIX IS REOUIREO. SEE REF. NO. 2 FOR DETAI S. EXISTING PANEL STORAGE UNIT (CONTRACTOR TO PROTECT IN PLACE( EXISTING BIKE/FOOT PATH (CONTRACTOR TO PROTECT IN PLACE( EXISTING RAILROAD CROSSING SIGN (CONTRACTOR TO PROTECT IN PLACE/ EXISTING 60" RCP (CONTRACTOR TO PROTECT IN PLACE) NOTE: CONTRACTOR TO USE (ERR ROW AS DIRECTED BY UPRR CONSTRUCTION MANAGER. CONSTRUCTION AND WORK AREA. RAILROAD TO PROVIDE RIGHT -OF -ENTRY FROM CITY SITE ACCESS FROM TTH AND WALES ST. PROPERTY PLAN SCALE: • CONTRACTOR SHALL KEEP EQUIPMENT AND MATERIAL OUT OF HATCHED AREA WITHOUT PRIOR APPROVAL FROM RAILROAD i —UPRR II UPRR V TRACK AND BRIDGE ALIGNMENT: TANGENT LO NOTE: PROPERTY LINES SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. PROPERTY NOT DRAWN TO SCALE. AWWWOVID DATE REWSKINS UNION PACIFIC RAILROAD RHO MAVP EnNnnnnu D.NWmccnwwon WPM 3 5. I3 WATERLOO INO. LEAD 1.0 MILES SOUTH OF WATERLOO, IA FMUM SITE ACCESS, TEMPORARY CAUSEWAY, AND LEVEE MODIFICATION DETAILS OkY• Mtg. PROPERTY PLAN AND NOTES HNO.RL, M, WORK ORDER: 66224 DESIGN BY: ADV CHECKED BY, C/J 2? ^ atccz) JP ENGINLLN, D0 PORTUOLU HE'EE'38' N LONGITUDE: 92•20'I I' N DRAWN NY: KOIA CHECKED BY, KB IS APR I L TONE SCALE. AS NOTED FOR AVE ENGFEERWG DEWIR@6TRCIEN DATE SHEET NO. C E NLMBER 2 of 6 118226 MAIN LINE TRACK ALIGNMENT: TANGENT 1 1 EXISTING WATERSTOP GASKET TO BE REMOVED 6'-IVY MONOLITH 31'-6' •/- EXISTING CONCRETE LEVEE WALL TO BE REMOVED ���''�i��''��00•`. rfl•�J�is4!�O�i �!�!�!��!G�!A`il�Ol�9l���.�• `s EXISTING STEEL SHEET PILING 2•_3• STAGE I - INITIAL LEVEE WALL REMOVAL DETAIL (ACCESS FOR CONSTRUCT ON) SC LE: V4 1'-0 (LOOKING NORTHEAST! 2 MAIN LINE TRACK ALIGNMENT: TANGENT 10 1 EXISTING WATERS OP GASKET (REMOVE CONCRETE AROUND CASK T WITH HAND TOOLS, DO NOT DAMAGE! SEE DETAIL, THIS SHEET EXISTING STEEL SHEET PILING (REMOVE CONCRETE AROUND PILING CAREFULLY, DO NOT DAMAGE SHEET PILING( STAGE 2 - FINAL LEVEE WALL REMOVAL DETAIL AFTER BRIDGE REPAIRS/ACCESS NO LONGER NEEDED SCALE: MAIN LINE TRACK ALIGNMENT: TANGENT SEE JOINT DETAIL 'B.', SHEET NO. 4 SEE JOINT DETAIL 'A', SHEET NO. 4 ............=4A Vz' PREFORMED EXPANSION JOINT FILLER 6.- Vz' (LOOKING NORTHEAST( 112" PREFORMED EXP NSIGN JOINT FILLER 6'-IV2' MONOLITH (SEE REF. 2) 29'-(IV2 MONOLITH NO. 106 (SEE REF. II 7 EXISTING EXPANSION JOINT EXISTING CONCRETE LEVEE WALL AND FOOTING TO REMAIN (MONOLITH NO. 1071 ONOLITH NO. 106 EXISTING CONCRETE LEVEE WALL TO BE REMOVED EXISTING CONCRETE LEVEE WALL AND FOOTING TO REMAIN (MONOLITH NO. 1011 PROPOSED ROAD LEVEL EXISTING STEEL SHEET PILING EXIS ING WATERSTOP GASKET (REMOVE CONCRETE AROUND GASKET WITH HAND TOOLS, 00 NOT DAMAGE! SEE DETAIL, THIS SHEET Vi PREFORMED EXPANSION JOINT FILLER IIIIIIIIIIIIIII I I I I I 1 I IIIIIIIIIIIIIII 140 I I 1 I SEE JOINT DETAIL 'A', MEET NO. 4 EXISTING CONCRETE LEVEE WALL AND FOOTING TO REMAIN (MONOLITH NO. HMI RESTORE GROUNOLINE TO EXISTING CONDITION ON BOTH SIDES OF WALL LEVEE WALL REPAIR FRAMING ELEVATION SCALE: Vi '-0• EXISTING STEEL SHEET PILING EXISTING CONCRETE LEVEE WALL TO REMAIN %ISTING CONCRETE LEVEE ALL FOOTING TO REMAIN EXISTING WATERSTOP, RUBBER OR PVC (PROTECT IN PLACE1 Vz' PREFORMED EXPANSION JOINT FILLER TO BE REMOVED (TYP.I EXISTING CONCRETE LEVEE WALL AND FOOTING 10 BE REMOVED HATCHING NOTE: We - REMOVAL WITH POWER TOOLS ALLOWED REMOVAL BY HAND ONLY EXISTING WATERSTOP GASKET DO NOT DAMAGE (REMOVE CONCRETE AROUND GASKET WITH HAND TOOLS! REMOVAL AT JOINT DETAIL SCALE: I'=I'-O• ISOLATION PAD IB• x I' x I'-10' 2Y4' O. D. SHEET PILING 1 TYP.1 WATERSTOP RUBBER OR PVC (PLUG TOP 3' WITH SOFT RUBBER Y2' PREFORMED EXPANSION JOINT FILLER NON -EXTRUDING TYPE NOTCH ISOLATION PAD TO FIT AROUND SHEET PILING FINGERS (TYP.) CHAMFER ITYP.1 MAINTAI WATERSTOP GASKET IN ACCOR ANCE WITH 'TYPI AL MONOLITH JOINT , REF. I, SHEET NO. 5011. SEAL JOINT P R SPECIFICATI NS, SHEET NO. 4 TYPICAL EXISTING MONOLITH JOINT SCALE: /4( .e90- 2 15 APRIL 2009 FOR AVP ENGOCE(WC DESWCOGIF CTON DATE 0' DATE REVISIONS UNION PACIFIC RAILROAD Mee o,ATP E:gIM.NAW D..I•w.:.wcNoo BANG 3 5.13 WATERLOO MO. LEAD 1.0 MILES SOUTH OF WATERLOO, IA Nam, SITE ACCESS, TEMPORARY CAUSEWAY, AND LEVEE MODIFICATION DETAILS DWG TITLE. FL000WALL REMOVAL DETAILS AND FRAMING DETAILS PROJECT ID: WORK ORDER: E8224 DESIGN BY: KEPI CHECKED BY: CLJ JP ENGINEER, ADS LATITUDE, 42429'38' N LONGITUDE: 924 T DRAWN BY: KOS SHEET NO. C E KA MEN 118226 —1 1 I f_ I ' I. I ' I. 1. (LOOKING NORTHEAST! CHECKED BY: KBV SCALE: AS NOTED 3 of 6 • JOINT FILLER 58 SPA. a 6' = 29'-0' 12'-0" PT- 10 SPA. a 6' = S'-O• 59 - F901b 53/4" 29 SPA. a I2' a 29'-0' ET' TO c TRACK T' II - F902b 5 SPA. a 12' = 5'-0' T' 30 - E206, E400 8 60 - E4061:, E909 6 - E206, E400 8 0506 IEFI (TYE.) E909 I EH TTP. I F9010 IFFI ITTP.I 02906 IEFI (TYP.1 E909 IEFI ITTP.I — F90 0 IFFI ITYP. / S 11I I I I t I I I I I I'. \ 050E IEfI E4060 IiYP.I NOTE: E206 ( TYP.I E406b ITYP.) E206 (TYP.I © 4 - D50fi © IEFI ADJUST BAR SPACING TO 02906 4 —DOWEL E400 INF) ItYP.I MATCH APPAET nil iNnHOLES 4 4 0290E —nnwrl rem I WI I TYP_I LEVEE WALL REPAIR REINFORCING ELEVATION SCALE: NOTES TO CONTRACTOR: I. CONTRACTOR SHALL SUPPLY UPRR WITH REBAR MILL CERTIFICATIONS FOR APPROVAL PRIOR TO CONSTRUCTION. 2. TESTING OF CONCRETE SHALL BE AT CONTRACTOR'S EXPENSE, AND SHALL BE AS FOLLOWS FOR EACH CONCRETE POUR PERFORMED: I CYLINDER FOR 3 DAY BREAK I CYLINDER FOR T DAY BREAK 2 CYLINDERS FOR 28 DAY BREAK I CYLINDER TO HOLD 3. CONTRACTOR TO GAIN APPROVAL ERN UPRR MANAGER IN CHARGE OF CONSTRUCTION PRIOR PLACING LEVEE WALL CONCRETE. 4. CONTRACTOR SHALL PROVIDE COPIES OF MILL CERTIFICATIONS AND CONCRETE TESTING RESULTS TO CITY OF WATERLOO. NEW CONCRETE TO BE CAST AROUND NEW WATERSTOP (PER DETAIL, REF. I, SHEET NO. 58) NEW YY PREFORMED EXPANSION JOINT FILLER AS SHOWN 6'-ICE' MONOLITH LEVEE WALL MONOLITH NO. 106 LEVEE WALL NEW CONCRETE TO BE CAST AROUND EXISTING WATERSTOP (PER DETAIL, REF. 1, SHEET NO. 581 PROPOSED MONOLITH INSTALL NEW WATERSTOP GASKET IN ACCORDANCE WITH 'TYPICAL MONOLITH JOINT', REF. I, SHEET NO. 5011. SEAL JOINT PER SPECIFICATIONS, SHEET NO. 5 Y3 PREFORMED EXPANSION JOINT FILL R AS SHOWN (TO REMAIN) EXISTING CONCRETE LEVEE WALL TO REMAIN SECTION SCALE: 2' I' -a SECTION C AS SHOWN / SECTION E OPPOSITE HAND EXISTING CONCRETE LEVEE WALL FOOTING TO REMAIN MONOLITH NO. 106 LEVEE WALL PROPOSED MONOLITH MAINTAIN WATERSTOP GASKET IN ACCORDANCE WITH 'TYPICAL MONOLITH JOINT", REF. I, SHEET NO. 5011. SEAL JOINT PER SPECIFICATIONS, SHEET ND. 5 r-0' CONCRETE WALL CONCRETE WALL FOOTING ,E%ISTI G STEEL P2-2T SHEET PILING f PILING WATER SIDE FAR FACE E909 I EL: I TYP.1 D506 (EF) ITYP.I F9010 (FFI MVP.) EASEL DOWEL E400 INFI E206 D506 IEFI ITYP.1 WATER SIFF FAR FACE E909 i EFI 1 TTP. 0290E 1 EFl 1 TYP. I F9010 IFFI ITYP.I E406b DOWEL E400 INFI E206 D2906 IEFI ITYP.) C 3 TN. CL 3 3 SPA. a 4 - 0506 (EF) 3 SPA. a 9' = 2'-3 4 - 02906 1 EF) ND ID • E%IS ING PZ-2T SHEET PILING LAND SIDE EXISTING PT-2T SHEET PILING REINFORCING SCHEDULE TOTAL MARK 512E LENGTH SHAPE 30 D506 v5 5'-6" — $ 6 E206 e6 2'-6° 6 E400 116 4'-0' — 0. 12 E4060 •6 4'-6' r 12 E909 46 9'-9' ZO II F901b •T 9'-r r MONOLITH 106 l 30 02906 45 29'-6' 30 E206 v6 2'-6" 30 E400 a6 4'-0' 60 E406b 46 6 -6" r 60 E909 46 59 F9011, •T 9'-r r PPT_ WT- of REINFORCING 5TEEL = 4.290 LB. BENDING S AREDDIAGRAMUT TO OUT) (DIMEN 5406D F9010 NOTE: BAR DESIGNATIONS CONSIST OF BAR SIZE E LENGTH FOLLOWED ET THE LETTER •b" IF BENT. BAR SIZES ARE REPRESENTED BY THE LETTERS A THROUGH L CORRESPONDING TO BAR SIZE e2 THROUGH •I8. BAR LENGTHS ARE GIVEN IN FEET AND INCHES; THE LAST TWO DIGITS ARE INCHES. CAST -IN -PLACE CONCRETE NOTES: ONCRET : II con et materials, plaPemen on wrkPPnship all be In accordance with art I, Chapter 8 of the current AREMA Manual for R iiway Engineering. crate sh II be capable of reechi g a minimcompressive strength fnm 4,000 ps In three OPTS. oppressive strength - 41000 LOs p r square Inch (pall at 28 days. ' osed sur aces shall to be formed In a manner which will produce a smooth d uniform appearance Without r POISE or plastering. Exposed edges of O degrees r less are to be Chamfered 3Y l3A% Top surfaces to have smooth fi ish, free of all float or trowel marks. • crate sh II be proportioned such that the water - cement ratio (by weight) enot ex red 0.45. Concrete must contain a minIme of 6 sacks of cepint per cubic yard of concrete. Cement shall be Typo III Portland Cement. Parse agar gate shall be size No. 67 per ASTN C33. Fine aggree to shall be natural APPO. Air content shall be between 5T and TW by vPluIe. Admixtures shall not be used without approval by Engineer. Curing shall be accomplished by wet curing or the application of a Type 2 membrane. REINrORCING STEEL' Reinforcing steel shall be deformed, new billet bars per current ASTM A615 sEAPIflLatians and meet grade 60 requirements. Fabrication of reinforcing steel sham be per Chapter T of the CRSI Manual of standard practice. Dimensions of bending details are out to out Of Dar. Reinforcing agai steel tis to displacement. a blocked Tien Irestied ore to beproper location and Installed at every securely Dar Intersection against tht at least fif t of the Intersections are tied. Tack welding of reinforcing Is prohib te4 percent concrete cover on reinforcement shall meet current ACI pacification. NOTE: EF - EACH FACE FF - FAR FACE NF - NEAR SPACE AF1'I/I/ya/.V�m ��'` /l ee92'z 1 15 APRIL 2009 FOR AYP near MG DLNDI/CONSIP/C10i DATE DATE REVISIONS UNION PACIFIC RAILROAD omen of AVP Enpm•Ana DMlanm•n•MP•pP,, LORI CKIaG 325.13 WATERLOO MO. LEAD 1.0 MILES SOUTH OF WATERLOO. IA FFuSITE ACCESS, TEMPORARY CAUSEWAY, AND LEVEE MODIFICATION DETAILS FL00DWALL REINFORCING DETAILS 1ManLI IF, WORK DHOER: 88224 DESIGN AT, CHECKED RY, LL JY ENGALLR, ARE LATITUDE: 42°2S'38• N LONGITUDE: DRAWN BY: KIN CHECKED NT, KAP scALE AS NOTED 6MEET Na. 4of6 C E NUMBER 118226 SPECIAL PROVISIONS SEALANT MATERIAL SPECIFICATION PART 1 GENERAL 1.1 SUMMARY A. Section Includes: I. Exterior polyurethane sealants. 2. Joint accessories. 1.2 REFERENCES A. I.ASTM ASTM nd/M 794 - Standard Test Method for Adhesiorrin-Peel of Elastomeric Join2. ASTMiWWS[51eIa9120 - Standard Specification for Elostomeric Joint Sealants. 3. ASTM C/EI If93 - Standard Guide for Use of Joint Sealants. 4. ASTM C i247 Iyp Standard Test Method for Durability of Sealants Exposed to Continuous Immersion in Liquids. 1.3 SUBMITTALS A. Shop Drawings: I. Submit details to show Installotion and Interface between sealants and adjacent work. B. Smples: I. Submit color charts for each sealant type for Iniifal selection. 2. Submit standard cured color samples for eocn sealant type Illustrating selected colors. C. Manufacturer's Installation Instructions: I. Submit monufacturegm published Installation procedures. 2. Include Instructions for removing existing sealants and preparing joints for new sealant. D. Manufacturer's Certificate: I. Certify products are suitable for Intended use and products meet or exceed specified requirements. E. Manufacturer's Field Reports: I. Indicate time present at project site. 2. Include observations; ndicate compliance with manufacturer's Installation d to Installers. Manufacturer to be oand n supplemental nduringsthe Instructions twov days of Installation. 1.4 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: L Submit recommended s. 2. Submit InstructionsInspection failed sealant Joints. 1.5 DELIVERY, STORAGE, AND HANDLING A. Accept materials on site In manufacturers unopened original packaging. Inspect for damage. B. Store primers and sealants in cool dry location with ambient temperature range of 60 to 80 degrees F. 1.6 ENVIRONMENTAL REOUIREMENTS A. Do not install primers or sealants when atmospheric temperatures or joint surface temperatures are less than 40 degrees F. LT WARRANTY A. Submit signed copies of the following warranties against adhesive and cW:esive failure of sealant and against infiltration of water and air I. Manuufactu Manufacturer's aint for standord y 5 years from ante of completion. an. warranty covering sealant feci pl PART 2 PRODUCTS 2.1 MANUFACTURERS A. Treece Sealant/Weatherproofing Division of RPM International, Inc. or approved equal. B. Alternative sealants sell be submitted a minimum of fourteen days prior to bid opening to allow the engineer time to evaluate the proposed sealant. If the Information Is submitted less than fourteen days before the bid Theope" cog, the ntractorlIs totive submitamaant uf manufactube rerssinformatlon, installation procedures, and test Information on any alternative sealants The engineer will issue a letter In wilting to the contractor as to the decision If +he alternative sealant meets specifications. 2.2 URETHANE SEALANTS A. Single Component Urethane: ASTM C 920, Type 5, Grade NS, [Class 251, Uses (TONT, Me A, I, 0; single component, moisture curing, nonstaining, an -bleeding, color as selected. I. Vulkem 116. a. Color or, shall beey iforc all calls except those snows on plan sheet 18,19Ol 2 to the 28. color of the existing provide a color match as close as color approval prior to beginning Intal lotion Engineer to give final 2.3 ACCESSORIES A. Joint Cleaner: Non -corrosive and nonstaining type, recommended by sealant manufacturer. B. Primer: Vulkem Primer wi Ti. C. Joint Backing: Closed cell polyethylene booker rod; oversized 25 to 50 percent larger than joint width; rec ndea by sealant manufacturer to uit application. PART 3 EXECUTION 3.1 EXAMINATION A. Verify substrate surfaces and joint openings ore ready to receive work. I. Verify joint faces are clean and dry. 2. Ensure concrete surfaces ore fully cured. B. Report unsatisfactory conditions in writing to the Engineer. C. Da not proceed until unsatisfactory conditions ore corrected. 3.2 PREPARATION A. Prepare Joints In occardonce with manufacturer's instructions. B. an joint rfaces to cantail notionucapable ofremove affectingt, dust, primer and sealant bond. and other I. Clean concrete joint surfaces to remove curing agents and form release agents. 3.3 EXISTING WORK A. Mechanically remove existingsealant or expansion material. the contractor will protect existing Internal woterstop from being damaged when removing sealant or expansion material. B. Clean joint surfaces of residual sealant and other contaminates capable of affecting sealant bond to joint surface. C. Allow Joint surfaces to dry before Installing new sealants. 3.4 SEALAN INSTALLATION A. Into I primer and sealants In accordance with manufacturer's Instruct) ons. B. Into 1 Joint backing to maintain the following Joint rotlos: I. Joints up to 9#,1 12 Wide: I:I width to depth ratio. 2. Joints Greater than % Yp Wide: 2:1 width to depth ratio; moximnl V2 inch joint depth. C. Apply primer for sealant adhesion. D. Install sealants Immediately after joint preparation. E. Install sealant free of air pockets, foreign embedded matter, ridges and sags. F. Tool exposed joint surface concave. 3.5 MANUFACTURER'S FIELD SERVICES A. Require sealant manufacturer to be present at project site to: I. Observe Joint preparation and sealant Instol lotion and Issue report of observations. 3.6 CLEANING A. Clean adjacent surfaces soiled by sealant Installation. JOINT SEALING AND FILLING A distinction shall be made between joint sealing and joint filling for the purposes of construction. Joint sealing shall consist of removing deteriorated sealant, expansion materiallsethe lanfiethe actrPnints with olyethyeneClosdcelbackerrod rmmedd by tared he sealant manufacturer, priming the joints and sealing the joint. Joint sealing shall be performed on both sides of the floodwali as well as the totopto atof he wall. The onw 1l. foot JointsiShall be he existingsealed from the top of the wolf to existing concrete, the contractor Is not required ed to surface.und seal the rjoint ill e the )foot t below grade. ade. At all other locations the contractor shall removeriprap, dirt, rothe sealant. and hascured,the joint to Cl1 foot below the ground surface and after pre-existing conditions. pTheeContractor is the removed toefollow rial aall male+nufh acturers recommendations for the Installation of the sealant. Backflll ing oraund the floodwali shall not begin for at least 48 hours after the joint sealant has been applied. Joint filling shad/ consist of cleaning al contraction joints, transverse and longitudinal joints, priming and filling w th sealant material. All joints hall be filled full -depth with the sealing material. Joint filling shall be performen Sde ofhe wal. The jointsashallnbel filledt tfrom thew top of the) wallas+ to aodepthhe tp oftof one 11 II foot below the existing ground surface. Where he walls meet existing concrete, the contractor is not required to fill the join 111 foot below grade. At all other locations the contractor shall remove riprap, dirt, rock, etc. and fill the surface and offer hos cured, replace the removed materialtoto a maatch the pre-existingghc sealant eoseitint. Backfill ing oround the floodwali shall not begin for at least 48 hours after the joint filler hos been appl led. For all Joints that are cleaned, primed and sealed, payment shall be on a linear foot as either joint sealing or joint filling. Payment shall be full cOmpensot Ion for all equipment, labor, materials and submittals needed to complete this work. / / No. DATE REVISIONS 'Jill' UNION PACIFIC RAILROAD ance of AVP narl Co en BRIDGE 25.13 WATERLOO NM LEAD 1.0 MILES SOUTH OF WATERLOO, IA SIT ACCESS, TEMPORARY CAUSEWAY, AND LEVEE MODIFICATION DETAILS SEALANT MATERIAL NOTES PROJECT ID: JP ENGINEER, RK ORDER, 88224 / DESIGN BY: KBV APPROVED Pt..e0 <a) ORSINECKE BY BY: CLJ YI 7�!ws/ AR IS APRIL 2009 CHECKED BY: FOR AW fxpEEFe<OEMG'w(pNSIgCIpI DATE SCALE: AS NOTED SHEET NO. 5 of 6 • 42.29'38• N LONGITUDE, 92.20'I1' W C E WIIEWR 118226 EMERGENCY LEVEE MATERIAL SCHEDULE 11 10 COMPACTED — FILL ACCESS RAMP EXISTING CONCRETE RIVER WALL EXISTING CONCRETE LEVEE WALL ...._ _ - _-.----..""TT iT EXISTING CONCRETE RIVER WALL EXISTING CONCRETE LEVEE WALL EXISTING 6TH STREET PUMPING STATION 1-1 II EXISTING II CONCRETE LEVEE WALL !j i f TRACK AND BRIDGE ALIGNMENT: TANGENT 4' HIGH x 3' WIDE x I'-9' :\- LONG HESCD CONCERTAINER UNIT (FILLED WIN SANDI (TTP. THIS END) (SIZED TO FILL REMAINING WALL GAP) 4' HIGH x 3' WIDE x 3' LONG HESCD CONCERTAINER UNIT (FILLED WITH SANDI (TYP.1 PLACE SANDBAGS AS REQUIRED AROUND WATER ITS TO ENSURE WATERTIGHT GNi SEAL CONTRACTOR RESPONSIBLE FOR PUMPING ANY AND ALL SEEPAGE UNDER/THROUGH HESCD UNITS BACK INTO RIVER STAGE I AND 2 - EMERGENCY LEVEE CLOSURE CONCEPT PLAN SCALE: Ye -r-O. PLACE EDGE OF POLYETHYLENE IN 2'-0' DEEP TRENCH AND BACKFILL PLACE 6 MIL BLACK POLYETHYLENE OVER TOP OF HESCD UNITS/ %ISTING ONCRE E EVEE WALL • PLACE SANDBAGS AT 5'-0' SPACING TO ANCHOR POLYETHYLENE ITYP.) LAND S1DE TOP OF LEVEE WALL 4' HIGH x 3' WIDE x 3' LONG HESCD CONCERTAINER UNIT (FILLED WITH SANDI (TYP.1 • 4' HIGH x 3' WIDE x 3' LONG HEELS CONCERTAINER UNIT (FILLED WITH SANDI ITYP.I //--PLACE SANDBAGS AS EXITS RLE LESSEE WATERTIGHT SEAL IiTP.I E CAVATE BEHIND LEVEE WALL TO TOE HESCD UNITS INTO GROUND NOTE: L DIM NSI N5 SHOWN ARE APPROXIMATE UNLESS NOTED. STAGE I - TYPICAL SECTION THRU EMERGENCY LEVEE SCALE: PLACE EDGE OF POLYETHYLENE IN 2'-0' DEEP TRENCH AND BACKFILL (DURING BRIDGE RECONSTRUCTION ACTIVITIES) PLACE 6 MIL BLACK POLYETHYLENE OVER TOP OF HESCD UNITS WATER SIDE 4 I PLACE SANDBAGS AT 5'-0' SPACING TO ANCHOR POLYETHYLENE ITYP.1 LAND SIDE 4' HIGH x 3' WIDE x 3' LONG HESCO CONCERTAINER UNIT (FILLED WITH SANDI (TYP.) REO'D UNIT DESCRIPTION LOT 4' TALL x3' WIDE x 3LONG HESCD CONCERTAINER UNITS (OR APPROVED ALTERNATE) )PER NOTES AND DETAILS, THIS SHEET) SANDBAGS (STANDARD SIZE' 6 MIL BLACK POLYETHYLENE CONTROLLED LOW STRENGTH CONCRETE MATERIAL (CLSM) FILL (PER NOTES, THIS SHEET) LOT SAND LOT LOT LOT MANUFACTURER NOTE: HMO BASTION USA - LLC 47152 CONRAD E. ANDERSON DRIVE HAMAONDI LA 70401 ma I-866-6641ESCo PROPOSED RAMP GROUNEL INE 4' HIGH x 3' WIDE x 3' LONG HESCD CONCERTAINER UNIT (FILLED WITH SANDI (TAP.) PLACE SANDBAGS AS REDUIRED AROUND UN TS TO ENSURE WATERTIGHT SEAL ITYP.1 PROPOSED RAMP GROUNDL INE EXCAVATE BEHIND LEVEE WAL TO TOE HMO UNITS INTO GROUND FILL EXCAVATED AREA AROUND SHEET PILE WITH CLSM TO 3' ABOVE TOP OF SHEETPILE NOTE: L DIM N51 NS SHOWN ARE APPROXIMATE UNLESS NOTED. STAGE 2 - TYPICAL SECTION THRU EMERGENCY LEVEE SCALE: (AFTER COMPLETE REMOVAL OF LEVEE WALL B PRIOR TO WALL REPLACEME I NOTE TO CONTRACTOR: THIS PLAN 15 CONCEPTUAL ONLY. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR A HESCD TECHNICAL REPRESENTATIVE TO ASSIST WITH ACTUAL HESCD UNIT CONFIGURATION TO BE USED PRIOR TO CONSTRUCTION. CONTRACTOR TO ARRANGE FOR HESCO INSTALLATIENTO EAENSURE PROPER USETIVE TO BE ON EDURING AND OF PRODUCT. ORDERED BY CONTRACTOR CONTROLLED LOW STRENGTH CONCRETE MATERIAL ICLSMI FILL Low strength concrete fill material Is a self compacted, aementitIous materiel with en unconfIned compressive strength of 50 to 300 psi. T The mixture shall consist of water, Portland cement, fly ash, and sound fine or coarse aggregate or both. The mix design shall allow adequate flowaNility without segregation of aggregateop 50 s) in about one hou r. Is of prime importance and CLSM should deve NOTE: CONTRACTOR TO REMOVE AND PROPERLY DISPOSE OF ALL TEMPORARY LEVEE MATERIALS FROM SITE UPON COMPLETION OF PERMANENT LEVEE WALL CONSTRUCTION. A /['l /l %TT IS APRIL 2009 FWI ATP FNPEEBWD DEYx/CR611fJCTOW DWTE DATE UNION PACIFIC RAILROAD olncu SAAVPEngnnNnu D4WWWaa:w6uctln, 9RIlRE 325. 13 WATERLOO IND. LEAD 1.0 MILES SOUTH OF WATERLOO, IA FEMME SITE ACCESS, TEMPORARY CAUSEWAY, AND LEVEE MODIFICATION DETAILS OWE TWEE EMERGENCY LEVEE CLOSURE DETAILS NNa I ID: - WORK ORDER: 89224 DESIGN BY: ADS CHECKED BY: AD DRAWN BY: DM CHECKED BY: ADS SCALE AB NOTED JP ENXNEEXT ADS SIEET NO. 6 of6 SITUUE: s 38' N LGITUDE, 920202II' W C E IWW BER 118226 EXHIBIT B Executive Summary The Union Pacific Railroad Company (Railroad) has developed this flood contingency Action Plan to mitigate the risk of flooding while the permanent levee wall is breached along the east side of the Cedar River at Waterloo, Iowa during reconstruction of the Railroad's bridge. The bridge was washed out during the Iowa floods in June, 2008. The Railroad plans to use sand filled Hesco Concertainer units (Hesco units) for construction of the temporary wall. Completed to date: • The engineering and design plans for bridge strengthening • Site access and levee repair plans (attached to ROE Agreement as Exhibit A) • City of Waterloo (City) review and approval of construction plans Schedule Summary (Estimated): • Award contract and site evaluation—upon receipt of Corps permit, May, 2009 • Reconstruction of Railroad bridge, including temporary levee breach - June - September, 2009 • Permanent Repair of levee breach—October, 2009 Action Plan The Railroad has developed this Action Plan to outline the process of initiating construction of a temporary flood wall in the event of a flood during bridge reconstruction activities of the Railroad's bridge across the Cedar River, pursuant to a Right of Entry Agreement between Railroad and City(the "ROE Agreement"). The Contractor performing the work will be responsible for designating personnel to continuously monitor water levels on the Cedar River throughout the duration of the construction activities. These designated persons will be required to notify the Railroad and the Contractor's construction forces if the water levels reach the elevation at which construction activities are to be halted and emergency levee wall construction is to begin. Contact information for these designated persons will be provided to the Corps after the contract is awarded. Mr. Jamie Knutson will monitor water levels for the City of Waterloo to ensure that the Contractor has taken action, if necessary, in accordance with this Action Plan. The Contractor will have the necessary equipment, material and manpower available around the clock to install the Hesco units should this Action Plan be needed. The Hesco units and fill sand will be located on site. Sand bags and polyethylene material will also be on hand for use with the Hesco units. It is estimated that the wall can be constructed in less than 12 hours with 3-4 men and a front loader. When Cedar River levels reach a Waterloo gauge elevation of 18.5 ft (correlating to an NGVD 29 elevation of 842.7), the Contractor shall halt bridge reconstruction activities and the emergency levee closure construction shall commence. This elevation is approximately 2.5 ft below the top of the temporary levee wall removal. This temporary wall will provide a 1 o:\legal-practice area\real estate\matters\iowa\city of waterloo\waterloo-up roe agmt-043009.doc level of protection to gauge elevation 30.0 ft (NGVD 29 elevation 854.2), matching the elevation of the top of the existing permanent levee wall. While water is against the Hesco units,the performance of the temporary flood wall shall be monitored by the Contractor's designee for treatment of any issue that may arise. The wall shall be monitored continuously while water is against the Hesco units. The Contractor is responsible for containing, managing, and pumping all seepage under and through the temporary Hesco unit wall. Contractor shall have on-site the necessary equipment to perform this work. Stage 1 Construction Stage 1 construction, as shown on the accompanying levee repair plans attached to the ROE Agreement as Exhibit A, is the period during which partial removal of the levee wall has been performed in order to construct the temporary ramp into the river for bridge reconstruction. During this period, Hesco units shall be placed, as required by the Action Plan defined above, in accordance with the Stage 1 levee repair details or as modified by the Hesco technical representative on-site. Stage 2 Construction Stage 2 construction, as shown on the accompanying levee repair plans attached to the ROE Agreement as Exhibit A, is the period during which bridge reconstruction has been completed and the remaining portion of the levee wall has been removed but not yet replaced. During this period, Hesco units shall be placed, as required by the Action Plan defined above, in accordance with the Stage 2 levee repair details or as modified by the Hesco technical representative on-site. The Contractor shall be responsible for submitting a design for review and approval to the Railroad for the concrete formwork used to reconstruct the levee wall. The formwork must be capable of withstanding pressures equal to those generated by water on the full height of the levee wall. The design shall be signed and sealed by a professional engineer licensed in the state of Iowa. Hydraulic summary The 100-yr FEMA flow rate is 94,000 cfs at the bridge. The 100-yr event corresponds to a water gauge elevation of 24.3 ft(NGVD 29 elevation 848.5), which would place approximately 2.3 feet of water on the Hesco unit wall. The design flow rate for the local flood protection project is 126,000 cfs at the bridge. This flow rate corresponds to a water gauge elevation of 27.8 ft(NGVD 29 elevation 852.0), which would place approximately 5.8 feet of water on the emergency levee closure wall. This elevation would still provide approximately 2.2 ft of freeboard to the top of the permanent and emergency levee wall. 2 o:\legal-practice area\real estate\matters\iowa\city of waterloo\waterloo-up roe agmt-043009.doc . �1