HomeMy WebLinkAboutChicago Central & Pacific Railroad - MOU - 9.20.2021.docx MEMORANDUM OF UNDERSTANDING
11th Street Bridge Replacement
Waterloo,Iowa
This Memorandum of Understanding is between the City of Waterloo, Iowa (hereinafter referred to as
"the City") and the Chicago Central & Pacific Railroad Company, a Delaware Corporation, with its
principal place of business at 17641 South Ashland Avenue, Homewood, IL 60430, (hereinafter
referred to as "the Company")to facilitate the construction of the 11th Street Bridge.
The bridge is being replaced due to its poor structural condition. The new bridge is being elevated to
remain open during high water events in the Cedar River. To eliminate the need for road closures and
installing the temporary flood protection closures across 11th Street,the vertical profile of 11th Street is
being raised which requires the roadway grade near the existing Company track crossing, 307148J,to
be elevated several feet. This will necessitate the removal of the existing railroad crossing,307148J,at
11th Street. Exhibit A includes site location maps and several photos showing the existing bridge in
relation to the grade crossing, 307148J. The current crossing,307148J and track have not been used in
several years.
The Company agrees to allow City staff,City's Contractors and City's Consultant to enter onto Company
property to remove the existing crossing,307148J,and complete other work as shown in Exhibit B
beginning January 17,2022,subject to executing a right of entry or conveyance document with the
Company. The City will be responsible for all costs to complete the work as shown in Exhibit B. The City
further agrees to reimburse the Company all the fees and costs for the cost of proceeding with the
abandonment at the Surface Transportation Board of the existing crossing,307148J. The City will pay a
progressive invoice at the time the Company files the notice of exemption with the Surface Transportation
Board and the remainder of the costs based on a final invoice at the time of the consummation of the
abandonment or ending of the proceeding. The estimated fees and costs are between$15,000 and$20,000.
The City understands that Surface Transportation Board Approval of the abandonment is not guaranteed but
the City remains responsible for all fees and costs nonetheless.
In witness whereof,the CiV(t%f Waterloo,I wataAthe Company have executed this Memorandum of
Understanding as of this day of ep em er 2021.
City of Waterloo,Iowa
CZ 4;,, H� I
By:
Quentin Hart,Mayor
Attest: q1 r44 5
Kelley Felchle,City Clerk
Chicago,Central&Pacific Railroad Company
By: 1 a
Title: �I Ju anne Threlfall
SeniQWanacier Public Works
Attest:
Title: Manager Public Works
EXHIBIT A
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Project Location
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11t" Street CN Track Crossing Aerial
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11t" Street CN Track Crossing Aerial
EXHIBIT B
q SOUTH ABUT.BRG. � PIER I � PIER 2 j PIER 3 � PIER 4 OPERATIONAL � NORTH ABUT.BRG.
LINE OF PROTECTION ,ELEV.854.16 ELEV. 758V 87 !ELEV. 958V 81 ,ELEV. 958 83 !ELEV. 758V 93 LOW BEAM ,ELEV.854.02 MINIMUM VERTICAL
EXISTING FLOOD z EXIST.TRA IL QiooQ5o PROPOSED ° z LINE OF PROTECTION CLEARANCE
860 WALL BEYOND (U.A.C.) _ (U.A.C.) ELEV.846.7 ELEV.845.0 TRAIL _ I PROPOSED GRADE 860
PROPOSED GRADE - OVERHEAD STATION = 114+82.0,OFFSET 27.0'RT
840 --- E F F = F = �(TYPJ
- - ------ 840 OVERHEAD ELEVATION = 854.72
-_-_--_-_-----_-_----_-- - - -- _ -- --- -- - -- - -- - -- ................. - ' - E- - -- - -E - -- - -- -- -- DEPTH OF SUPERSTRUCTURE = 5'-4
EXIST GROUND I -iEXIST GROUND =--- - - +-__-_ � UNDERPASS STATION 6114 95.0
820 - -- ------- 820
-----------
-- -- -- --- --- --- --- --- --- -- -
--------------
--- --- - - -- -- -- - -- --T-ROCK
UNDERPASS ELEVATION = 837.90
42" DIAM. EXIST CNRR REQUIRED MIN.VERT.CLEARANCE = 8'-0
800 SPREAD FOOTING REGULATORY LOW BEAM SOCKETS TYP.) ELEV.846.9 800 PROVIDED MIN.VERT.CLEARANCE = 11'-6
TOP OF BERM TOP OF BERM
ELEV.841.0 ELEV.845.0 STEEL H-PILE
GENERAL NOTES:
LONGITUDINAL SECTION ALONG � Ilth STREET TO ROCK +3.534/ '3.657%
1. THIS DESIGN IS FOR THE REPLACMENET OF THE EXISTING VPI STA = 112+30.00
615'X 70'-2 STEEL DECK PLATE GIRDER,DESIGN N0.239. VPI STA = 105+85.00 VPI ELEV = 864.48 VPI STA = 117+89.60
VPI ELEV = 841.69 VC = 500' VPI ELEV = 845.65
MINIMUM VERTICAL 581'-0 FACE TO FACE OF PAVING NOTCHES VC = 210' VC = 250'
I'-6 578'-0 - ABUTMENT BEARINGS I'-6 LOCATION
CLEARANCE PROPOSED PROFILEGRADE Ilth STREET
OVERHEAD STATION = 109+61.6,OFFSET 25.5'RT. T-89N R-13W
OVERHDEPTHEAD ELEVATION =OFF SUPERSTRUCTURE 5 5'-4 STA. UTH 09+800 ABUT.BRG. STA.E 0+54.00 STR I PIER
I ERI 76.00 STA. 112+73.06- STA.R 3 I 113+95.00 STA.R 4 OIR15+16 00 ABUT.BRG. BLACK HAWK COUNTY CTION 25 HYDRAULIC DATA
UNDERPASS STATION = N/A FHWA NO. 11830 DRAINAGE AREA = 5146 SQ.MI.
UNDERPASS ELEVATION = 837.5 116'-0 122'-0 97'-0 122'-0 121'-0 LATITUDE 42.49127663° STREAM SLOPE = 3.1 FT/MI.
REQUIRED MIN.VERT.CLEARANCE = 8'-0 LONGITUDE -92.331112790 AVG.LOW WATER STAGE = 824.0
PROVIDED MIN.VERT.CLEARANCE = 11'-7 EXIST 27' EXIST 37' EXIST 25' EXIST 14' EXIST 26' 10' EXIST Q100= 947000 CFS
SOUTH ABUT.BRG. PIER I PIER 2 PIER 3 PIER 4 NORTH ABUT.BRG. STAGE = 846.7
OPERATIONAL LOW BEAM = 847.8
APPROXIMATE BACKWATER = 0.1 FT.
PROPERTY LINESq
\ o AVG.BRIDGE VELOCITY = 8.4 FPS
Q2w = 107,000 CFS
EXISTING TRACK CROSSING STAGE = 847.8
Z j TO BE ABANDONED BY CN CALCULATED DESIGN SCOUR = 810.7
O EXISTING
FLOOD WALL ( .A.C.) EXPANSION JOINT LL (U.A.C.) 100 & 500 YR.STAGES AND DISCHARGES
PROVIDE
EXISTING FROM BLACK HAWK COUNTY F.I.S.'DATED
�
U PROPOSED FLOOD WA
1 BETWEEN EXISTING FLOOD EXISTING JULY 18,2011.F.I.S.DATUM 0.0 FT.
> w RETAINING WALL ; WALL AND PROPOSED STUB SUBSTRUCTURE � `, �� ABOVE/BELOW PROJECT DATUM.
SEE SHEET V.201 WA L EXTENSION.SEE SHT. TO BE
N / V.2 FOR DEtAILS. REMOVED (TYP.) EXTREME HW STAGE = 851.2
Of �� 1 �� - DATE = 06/11/2008
< LL Ln o . FILL BEHIND EXTENDED
Ln> LL2 / - r-T ,1 ABUTMENT STUB WALL
__rt c w Ith STREET --- _ Q = 123,000 CFS
00 �+ Q MIN.VERT.CL. 1 \ --- -4 - - -"
F, P STAGE = 849.4
c Cr U ; __ _i. _ _ ; ; l --- --- AVG.BRIDGE VELOCITY = 9.8 FPS
1 CALCULATED CHECK SCOUR = 807.1
---
3 ' o- REGULATORY LOW BEAM ELEV.= 852.7
M N•� A -_ _' ' 11111 hill I ~ O (If hill hill ' \ LINE OF
REMAINR AT CTION
EXIIl q II II it li it 11 I
J J .. R -- -- 4 - - SEES SHEET .111 SURE
PROPOSED OVERLOOK (T
VI U � YP.) FOIA,
FILL BEHIND EXTENDED n PSL - , o� PROPOSED RETAINING WALL
PARTIAL \ ABUTMENT STUB WALL EXISTING 615'-0 X 64'-6 MIN.VERT.CL. �� 1
SEE SHEET V.202
WALL REMOVAL (TYP.) STEEL DECK PLATE GIRDER
SEE SITE PLAN ® �, `•, M
SHEET V.02 BRIDGE,DESIGN NO.239 APPROXIMATE
� a � �
(TO BE REMOVED) STANDARD COMBINED EXISTING R.O.W.
EXISTING \ TRAIL / RETAINING WALL FLOOD WAL
FLOOD WALL (U. .C.) \\ (U.A.C.)
PROPOSED RETAINING WALL
BLACKHAWK I ,O I \` APPROXIMATE EDGE OF WATER SEE SHEET V.203 �N��\
y
PROVIDE EXPANSION JOINT APPROXIMATE EDGE OF WATER \ M\js OF
�\
BETWEEN EXISTING FLOOD O W. TRAFFIC ESTIMATE
WALL AND PROPOSED STUB 0A R 2020 AADT 9,150 V.P.D.
WALL EXTENSION.
2045 AADT 10,100 V.P.D.
STRUCTURAL DESIGN DESIGN NOTES: SITUATION PLAN HYDRAULIC DESIGN 2045 DHV 1,010 V.P.H.
I hereby certify that this engineering document was prepared I. NON-STANDARD ABUTMENT WING WALLS. I hereby certify that this engineering document was prepared
",I„IIIIIIIII,,,,, by me or under my direct personal supervision and that 1 2. PIER TYPE - AESTHETIC DIAPHRAGM PIER „o"" "�� by me or under my direct personal supervision and that I
oQ° EESS10 005 10ry'"" am a dui licensed Professional Engineer under the laws
QO.,,,,,Nq��,,,, am a duly licensed Professional Engineer under the laws WITH CANTILEVER PIER CAP. o``RQ;.•••'...N''', y g DESIGN FOR 0 SKEW
of the State of Iowa. 3. BEAM TYPE - BTD '"e'• Fy °f the State °f Iowa. 578'-0 X 30'-0 PRETENSIONED PRESTRESSED
Z;Anthony J'?T_ 4. PROVIDE VENT HOLES IN BEAMS. W: Mark D.'�T:
Bower : ' Werner :;g-= 1B' 1.� 2/25/2021 CONC BEAM BRIDGE W/ II'-0 SIDEWALK
19231 '�./ 7/2/2021 GENERAL NOTES: ,54,8 ;�, _.ri -' Y/
-. i Signatu e Date e y g• �� Signature Mark
Date 16-0 & 121 -0 - - INTERIOR SPANS
'.,,*'•..,,,..•' `O Anthony J. Bower ••.....•• *,.`I` ar Werner END SPANS 122' 0 & 97' 0
10WAaa"°°` Printed or Typed Name THIS DESIGN IS FOR THE REPLACEMENT OF THE EXISTING "..........Ill..o"° Printed or Typed Name
615'X 70'-2 STEEL DECK PLATE GIRDER,DESIGN N0.239. '""" SITUATION PLAN
My license renewal date is December 31, 2022 My license renewal date is December 31, 2021 STA. 115+16.00 11TH ST. JULY 2021
Pages or sheets covered by this seal:SHEETS U.10-U.16,V.01-V.59,V.l 10-V.1 12 IN-PROGRESS PLANS ages or sheets covered by this seal: V.01,V.12,V.13 CITY OF WATERLOO
V.201-V.208 NOT FOR CONSTRUCTION IOWA DEPARTMENT OF TRANSPORTATION - HIGHWAY DIVISION
DESIGN TEAM Stanley Consultants Inc. CITY OF WATERLOO I PROJECT NUMBER BRM-CHBP-8155(770)--NB-07 SHEET NUMBER V.01
1
I 1,
,I ,1
,1
1
J / I
North AC Powered RRFB '
System (Double Sided) _
CY)
i 2"Conduit 2"Conduit 5,11!
,1-5c*116 1-5ci1167
� '1-2c"16 0 1-2c*16 0 °
' '1-l.#6 (GNP 1-lc°6 ( —
x, ,1"Conduit onduiL- — — — — —
I I ai1-2c#10 1-2c#10 _
I I II I �1-lc0010 (GND) 1-1c"10 (GND) -
I - - - 11 th St. - -
I I I I
I I I li 1"Conduit
I I \ '7,\1717° 1-2c"10
Ll
W16
�.
— — — — - - - - — - - — - - — - - 1-2c°16
- -
2"Conduit \ 1 1-10"6 (GND) — — — — —
(Embedded in Br id e Deck) On Bridge: 1 1.Conduit
1-2c#10 Conductors are Paid by 1-2c°10 ;
1-lo#10 (GND) Bid Item Traffic Signalization \ 1 1-lcd 10 (GND)
Conduit is included with r
Payment for Bridge Pa Items ;South AC Powered RRFB
y g y System (Double Sided)
' 1 �
RRFB POLES AND HANDHOLES
Type Station Offset From Grade 2 1 J f7
p r+ Off Bridge:
Conduitand Conductors
are Paid by Bid Item NnTFe
Handhole 115+33.94 26.1'RT * N. 1 Traffic Signalization 1.For all RRFB assemblies,provide the following conduit and wiring requirements:
C0� 2 Inch is minimum conduit size associated with ped crossing circuits.
Handhole 115+61.76 21.4'RT • 1-5c*116 from each pedestal pole to the ped controller.
^ 1 1-2c"16 from each push button to the ped controller.
�i 1-lc°6 Ground Wire in 2'conduit associated with ped crossing and bonded to
South RRFB Pole 115+82.15 19.7'RT • / 1 all metal equipment.
1 1 2.For l"conduit associated with power feed to each RRFB
Handhole 115+63.38 19.7'LT * J ; 1-2c"10 and 1-1c°10 Ground associated with power to ped crossing from lighting controller.
1 1 3. Mount ped controller on the pole of south RRFB.See Sheet N.10
North RRFB Pole 115+70.15 19.7'LT
Set RRFB pole foundation and top of handhole elevation to \ 1
top of proposed grade. 1 See Sheet N.10 for Additional Details about
\ ; RRFB Assembly.
0� EET 20IF
� 1
FILE NO. ENGLISH DESIGN TEAM Stanley Consultants Inc. CITY OF WATERLOO PROJECT NUMBER BRM-CHBP-8155(770)--NB-07 SHEET NUMBER N.3
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