HomeMy WebLinkAbout2015 Approving a Temporary Occupancy Project of Line Creek Trail by the Missouri Department of Transportation BILL NO. 2024-044 ORDINANCE NO. /.r
AN ORDINANCE APPROVING A TEMPORARY OCCUPANCY PROJECT OF LINE
CREEK TRAIL BY THE MISSOURI DEPARTMENT OF TRANSPORTATION
BE IT ORDAINED BY THE BOARD OF ALDERMEN OF THE CITY OF RIVERSIDE,
MISSOURI AS FOLLOWS:
SECTION 1 — APPROVAL. That the Riverside Board of Aldermen hereby approves the
Determination of Section 4(f) Exception as a Temporary Occupancy Project, in substantially the
form attached hereto, for the Missouri Department of Transportation. The Mayor is authorized to
execute said document on the City's behalf.
SECTION 2—GRANT OF FURTHER AUTHORITY. That the Mayor, the City Administrator,
and other appropriate City officials are hereby authorized to take any and all actions as may be
deemed necessary or convenient to carry out and comply with the intent of this Ordinance and to
execute and deliver for and on behalf of the City all certificates, instruments, agreements and other
documents, as may be necessary or convenient to perform all matters herein authorized.
SECTION 3—EFFECTIVE DATE. That this Ordinance shall be in full force and effect from and
after its passage and approval.
BE IT REMEMBERED that the above was read two times by heading only, PASSED AND
APPROVED by a majority of the Board of Aldermen and APPROVED by the Mayor of the
City of Riverside this ?per' day of 2024.
1 V
•
ayor Kathleen L. Rose
ATTEST'- <. •--,
i
Robin Kincaid, ity Clerk
Determination of Section 4(f)
SOOT Exception as a Temporary Occupancy Project
August 2021 Version
On Behalf of the Federal Highway
Administration—Missouri Division
FHWA has identified various exceptions to the requirement for Section 4(f)approval. Complete this form if
the project includes temporary occupancies of land that are so minimal as to not constitute a use within the
meaning of Section 4(f)as described at§774.13(d)(1-5).
COUNTY: Platte ROUTE: MO 9 MODOT or LPA Job#:J4S3498
NAME OF PROJECT: Bridge Rehabiliation over Line Creek
NAME OF SECTION 4(f) RESOURCE: Line Creek Trail
SPONSOR (if an LPA project):N/A
NAME/TITLE/AGENCY OF PREPARER: DATE:
Caitie Wiechman/Environmental Contractor/MoDOT 07/31/2024
I. NEPA CLASSIFICATION
EIS EA CE2 PCE 1
II. SECTION 4(f) PROPERTY
Describe the Section 4(f) property including the property boundary and the specific features that qualify
the property for protection under Section 4(f).(23CFR§774.11 and 23CFR§774.17)If there is a management
plan it may be necessary to refer to it to obtain the property boundary and features. Attach a location map
and if needed, photographs to further depict property characteristics and conditions.
Line Creek Trail is an 8.4-miles-long public trail located in Kansas City, Missouri between North
Platte Purchase Drive and MO 9. The trail is owned by both the City of Kansas City and the City
of Riverside and is managed each City within their city limits. The trail serves to connect multiple
City recreation areas including E.H. Young Riverfront Park, Renner Brenner Park, Homestead
Park, and the Line Creek Community Center. The primary use of this trail includes running,
walking, biking, and hiking. Additionally, a Fixit bicycle service station is located along the trail,
which provides bike services, including an air pump and basic tools for repairs.
The segment of the Line Creek Trail that will be impacted by project construction is located
directly under bridge A2029 (MO 9), over Line Creek. Line Creek Trail is located along the
western bank of Line Creek. Please see the attached Location Map and Plan Sheet for the project
location and details.
Kathy Rose is the Mayor of the City of Riverside and has signed this form as the Official with
Jurisdiction.
1
III. TEMPORARY OCCUPANCY CONDITIONS
Read each statement below and check the corresponding box if the statement is true for this project.
All boxes must be checked for the project use to meet the conditions of a Temporary Occupancy.
1 Use of the Section 4(f) property will be temporary, less than the time needed to ✓
construct the project(less than the overall duration of the project by at least 1 day).
2. The project will not require a change in ownership of the Section 4(f) property. ✓
3. The scope of work must be minor, i.e., both the nature and magnitude of the changes
to the Section 4(f) property are minimal.
Describe the scope of work and how it will impact the Section 4(f) property:
MoDOT Job No.J4S3498 involves the rehabilitation of Bridge A2029 on MO 9, directly above Line Creek and the Line
Creek Trail. The bridge rehabilitation is intended to provide structural and safety improvements, including a full redeck,
guardrail replacements,pavement replacement,and the installation of a rock blanket that is flush with the ground line along
the wing-walls and spill slopes. In order to ensure the safety of the trail users during project construction,periodic trail
closures will be required while the deck removal is occurring and the stay-in-place(SIP)forms are being set over the trail.
There are no anticipated permanent adverse physical impacts, nor will there be
4. complete interference with the protected activities, features, or attributes of the ✓
property,on either a temporary or permanent basis.
Explain how adverse physical impacts and interference with protected activities,features, or
attributes of the Section 4(f) property will be prevented:
The project will not require any new right of way or easements from the Line Creek Trail property.However,the trail will be closed in the vicinity of the
bridge to restrict pedestrians and bicyclists from entering the trail under the bridge while the deck removal is occurring and the SIP forms are being set over
the trail.In order to prevent trail users from entering the area while construction is occurring over the trail,ADA compliant movable barricades and signs
stating"Sidewalk closed ahead"or"Sidewalk Closed"will be placed before the construction zone.In addition to movable barricades and signs,a flagging
operation may be utilized within the construction zone to allow trail users to enter the project area when it is safe to cross under the bridge.The duration of
the trail closure will span three to four periods of construction with approximately three days of trail closure at a time.The total amount of time that the trail
will be closed will equal approximately 12 days.The trail will be opened up to the public in the evenings when construction work is not taking place.
5 The land being used will be fully restored, i.e.,the property will be returned to a ✓
condition that is at least as good as that which existed prior to the project.
Describe how the land will be restored:
This project will not require any new right of way or easements from the Line Creek Trail property.
However, a closure of the trail will be required due to safety concerns. MoDOT will ensure that the Line
Creek Trail is protected by marking the trail as Do Not Disturb (DND) on the plan sheets for this project.
The Contractor will be responsible for any trail damages that occur during project construction.
6. The Official with Jurisdiction over the Section 4(f) property concurs with the ✓
Temporary Occupancy determination by signing below:
Signatur /Title of Official with Juni iction: Date:
This determination does not require FHWA approval/concurrence. Upload the completed form to the Request for
Environmental Review(LPA project)or Request for Environmental Services(MoDOT project).
2
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STRIPING LEGEND
GENERAL NOTES:
(1) 2' THICK TYPE II ROCK BLANKET W/ 6' INTERMITTENT WHITE II.W.1
PERMANENT EROSION CONTROL GEOTEXTILE 6'DOTTED WHITE IDOT.W.1
AT END BENT N0.4& INT. BENT N0.3 6' SOLID WHITE (S.W.)
6' SOLID YELLOW (S.A.)12. SOLID WHITE IS.W.)
(2) 2' THICK. 2' WIDE. TYPE II ROCK BLANKET WI
PERMANENT EROSION CONTROL GEOTEXTILE
ALONG WINGWALLS
(3) ALL TYPE II ROCK BLANKET SHALL BE FLUSH
W/ EXISITNG GROUNDLINE _
(4) RUBBALIZED EX. BRIDGE DECK MAY BE
USED ON SPILL SLOPES AND ALONG 5/21/2024
WINGWALLS BUT SHALL MEET CLEAN _.'-,\
FILL REQUIREMENTS -'� \ 9M NIO
15) ADJUST ROCK BLANKET AS NECESSARY TO
\ MEET FIELD CONDITIONS AS DIRECTED e•KCc s„XX
BY THE ENGINEER i\.'..
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I\ \\y ' PLATTE
-_� 453498,�FICONTRACT ID.\Y,\ \ \\\ \\ \ \\4\ \ \
REMOVE EX.CONC. 1W:.7r•7.,\ \ \ \ • ,.L DND \
DRAIN BASIN ,e�.}i �.... \\\\ \\\ l" �'I 3'�EN CELL FOAM JOINT
IR) 50 L.F. OF EX. GUARDRAIL �•-.•..6•y ZAZ\ \\\\ \ rN ` \]' WIDE. 4' DEEP (RI SO L.F. OF E%. GUARDRAIL
���9,'''Iti4 Atir \ \ \ F \\ KY\AT TOP OF LEVEE '
....SAWCUT STA. 0+39.45 . F . - '/ /'i-
`..T. '. , * i� SAWCUT STA 4 91 19 _
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.......... o,.W �___ I I - s W• _ .,..,-... -
NB ROUTE 9 - - •\ Y OS., \,\ '� =6' ANT. Ill
rBL NB RTE9 9B
BL NB RTE9 9B RA •I-, \ \ \q\, \\\ �� N.
- - - T -- o /�//'I._` "`.'v'Y• \ "�\Cs\ \�\\ \•j••.: � \\a�\\ \\2) ._.-\ R6.50 L.FiOF EX. GUARDRARILTE.•.....�.y.�._ _ QND T.
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IRI 50 L.F.OF EX. O0AIIQRAI \\ \ \\ \\ \\ ).j.•6.. \ (21 \\ IRA 50 L F OF EX-GJAADRAIL ' n�
BL_SB RTE 981 6' INT JW - \ \\ \ DIRER \ IIMMELNZaAfAIIIIIMIIIIM&W ///A:.• W. Se ROUTE 9 r 5ir:.
SR RauIE R 6'DO .T•-• \\ \ \ \ \ • \\IIE. 5W :`e0Y� a' \ \ a` \` .. 5 W a r'17-
\ �- \`'�'\ \ 1 % \ 2\WIDE. 4' DEEP \ (21 \ ' z L
\\ i\\ \\ \(2) \\QR\\ \\ I \ Zi• \`\ KEY\&T TOE OF SLOPE\\ \\ _ - ____ - a r
SAWCUT STA. 0+B8.93 II _I 1 \\ \S\ \\ \\ ` �m \\ \ \ \ -_ 8" 0
`'W/ -' 3'OPEN CELL FOAM JOINT
S50 L.F.UT OF X. GUA.14RDRAIL
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REMOVE EX.CONC. IRA 50 L.F. OF EX. GIIARORAIL
9 , DRAIN BASIN
IR) SO L.E. OF EX. GUARDRAIL
3.OPEN CELL FOAM JOINT
• BRIDGE APPROACH SLAB
BUILD MG5 GUARDRAIL BUILD MGS GUARDRAIL j�i CONCRETE APPROACH PAVEMENT
BE NB RTE9 98 8L 0B ROE9 9B
STA. 0+30.05 TO 0+42.55 LT. STA. 1+08.06 TO 1+20.56 LT.
STA. 4+60.13 TO 4+72.63 LT. STA. 1+08.067 TO 1+20.56 LT.
STA. 4+8B.93 TO 5+01.43 RT. STA. 5+38.80 TO 5+51.30 RT.
T.
BUILD MGS BRIDGE APPROACH TRANSITION SECTION STA.BRIDGE5+ APPROACH T 5+RANSI51.30 IO
BUILD MGS TRANSITION SECTION OPTIONAL PAVEMENT
BL NB ROE9 98 92 SB RYES 38
STA. 4+22.63 TO 4+60.13 LT. STA. 1+20.56 TO 1+30.07 RT.
STA. 4+51.43 TO 4+88.93 LT. STA. 1+20.56 TO 1+58.0609 RT.
STA. 4+51.43 TO 4+BB.93 RT. STA. 4+]1.8]TO St09.3] LT.
STA. 5+01.30 TO 5+38.80 RT. '•• ,•e�' TYPE II ROCK BLANKET (2' THICK)
SCALE !Iy�':It.. W/ PERM. EROSION CONTROL GEOTEXTILE
PLAN SHEET
0 30 60 90
SHEET 1 OF 1
004 PL_I4S3498_i 30.E9n 0:24:54 AM 5/21/2024