Community Advisory Committee 7:00 PM, Wednesday, October 13, 2021 – Held Electronically Until further notice Community Advisory Committee meetings will only be available via telephone and/or the webbased application Go To Meeting. You will not be able to attend meetings in person. You can join the meeting electronically by clinking on this link https://global.gotomeeting.com/join/516087549 and following the directions or dial in using your phone: +1 (408) 650-3123 Access Code: Access Code: 516-087-549 Please visit www.capitolregionwd.org to get additional CRWD COVID-19 information. Agenda
Materials Enclosed
7:00
I)
Welcome, Announcements, Updates, and Introductions
7:05
II)
Public Comment for Issues Not on the Agenda (3 minutes per person)
7:08
III)
Approval of the Agenda
7:09
IV)
Approval of Minutes A) Approval of the August 11, 2021 Minutes
7:10
V)
District Initiatives for Review, Comment and Recommendations A) Great River Passage Initiatives - Mary deLaittre, Great River Passage Conservancy (Eleria/deLaittre) B) Como Lake Projects (Belden) C) TBI Repairs (Eleria)
8:10
VI)
CAC Initiatives A) Future CAC Meeting Format
8:15
VII)
8:45
VIII) CAC Observer Update
8:55
IX)
9:00
X)
Project and Program Updates
Discussion A) New & Old Issues B) CAC Observer for October 20, 2021 and November 3, 2021 Board of Managers Meeting Adjourn
Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District.
Community Advisory Committee Meeting Wednesday, August 11, 2021, 7:00 p.m. CAC Members Present: Gwen Willems, remote Bob Simonet, remote David Arbeit, remote Andrew Montain, remote Cheryl Braun, remote Richard Weil, remote Nicole Soderholm, remote Steve Duerre, remote Mary Lilly, remote
Others Present: Mark Doneux, CRWD Rick Sanders, CRWD Board Manager Lindsay Schwantes, CRWD Mary Texer, CRWD Board Manager Jessica Bromelkamp, CRWD
CAC Members Absent: Tom Elko, excused Michelle Ulrich, excused Devin Driscoll, excused Lauren Wheeler, excused Pat Cavanaugh, excused Michael MacDonald, excused I. Welcome, Announcements, and Updates Ms. Willems opened the meeting at 7:00 p.m. by videoconference. Ms. Willems asked for any announcements or updates. II. Public Comment for Issues Not on the Agenda None III. Approval of Agenda CAC 21-024 Motion: To approve the CAC August 11, 2021, agenda.
“Our mission is to protect, manage, and improve the water resources of the Capitol Region Watershed District.” 1
Simonet/Braun Unanimously approved. IV. Approval of Minutes A. July 14, CAC Meeting Minutes CAC 21-025 Motion: To approve the July 14, 2021, CAC Meeting Minutes. Simonet/Arbeit Unanimously approved. V. District Initiatives for Review, Comment and Recommendations A) Preliminary 2022 Budget and Levy (Doneux) Administrator Doneux provided information on budget policies, programs and projects, capital improvement projects and reviewed the following in detail: 1) 2) 3) 4)
Budget worksheets for programs and projects 2022 budget summary Estimated tax impacts Key future decisions
Discussion occurred. The CAC thanked Administrator Doneux for his presentation. CAC 21-026 Motion: To support the 2022 Preliminary Budget and Levy. Braun/Arbeit Unanimously approved. VI. CAC Initiatives A) Watershed Steward Awards Program Update (Bromelkamp) Ms. Bromelkamp provided an update and timeline for the Watershed Steward Awards Program. The CRWD Watershed Steward Awards Program timeline is as follows: August 11, 2021, CAC identifies two representatives for Awards Committee September 15, 2021, Staff, CAC, and Board begin program promotion September 15, 2021, Board receives update about revised selection/notification process November 12, 2021, Watershed Steward Awards nominations due “Our mission is to protect, manage, and improve the water resources of the Capitol Region Watershed District.” 2
November 17-24, 2021, Awards Committee meeting to select winners December 8, 2021, CAC approves joint-committee recommendations for winners December 15, 2021, Board reviews CAC recommendations for winners December 16, 2021, Send Awards Ceremony invitations January 12, 2022, RSVPs for the Award Ceremony due January 20 or 26, 2022 CRWD Watershed Steward Awards Ceremony The next steps are to promote and submit nominations for the 2021 Watershed Steward Awards Program by November 13 and to identify CAC members to serve on the 2021 Watershed Steward Awards Program Committee. Discussion regarding the nominations process occurred. It was decided that the nominations process will remain the same until further notice. Bob Simonet and Mary Lilly volunteered to serve on the Watershed Steward Awards Program Committee. The CAC thanked Ms. Bromelkamp for her presentation. B) CAC Annual Tour Administrator Doneux provided a CAC Annual Tour update. Discussion occurred. The tour agenda and concrete plans will be updated and communicated to CAC members. C) Return to In-Person Meetings Ms. Soderholm and Ms. Willems opened the dialogue regarding in person meetings. Mr. Arbeit commented that he is inclined to hold off on in person meetings until further notice. Discussion occurred. It was decided by the CAC to tentatively hold meetings in person. VII. Project and Program Updates A) Community & Engagement (C&E) Upcoming events Ms. Schwantes provided an update on upcoming C & E events. Ms. Schwantes mentioned that she would like volunteers to join at some of the events. Ms. Schwantes replied that she will send an email with more details. B) Partner Grants Annual Program Update (Schwantes) Ms. Schwantes provided an update on the Partner Grants Annual Program. Staff will host a virtual information session for interested applicants to learn about eligibility and contracting requirements on October 8, 2021. Staff will also promote CRWD’s Watershed Steward Awards, Stewardship Grant
“Our mission is to protect, manage, and improve the water resources of the Capitol Region Watershed District.” 3
Program and provide information on how to apply to the CAC in the promotion email. The 2021 Communications and Community Committee Board appointments are Managers Murphy and Sullivan Janzen. Ms. Schwantes requested two members to serve on the 2022 Partner Grant Review Committee. The committee will review applications and meet in person to select grant recipients in November for Board approval in December. Discussion occurred regarding revisions to program eligibility and review process. Ms. Soderholm volunteered to serve on the Partner Grant Review Committee. Mr. Arbeit volunteered to serve as an alternate. Mr. Montain mentioned that he will consider volunteering. The CAC thanked Ms. Schwantes for her presentation. C) Request for Qualifications for Creative & Information Services (Bromelkamp) Ms. Bromelkamp reviewed the 2021-2022 Request for Qualifications (RFQ) for creative and information services. These services include graphic design and infographics; content writing, copywriting and editing; videography; photography; community engagement; artist engagement; event planning, website development and maintenance; public relations; diversity, equity and inclusion training; translation, interpretation and voice over; communications training and consulting; strategic planning and evaluation; and workshops for water quality. Interested firms are required to submit a Statement of Qualifications (SOQ) that includes background information, key staff and their qualifications, relevant projects, and a fee schedule. In addition, each firm will identify service areas for which they are qualified. As with the Professional Services RFQ distributed earlier this spring, the District’s Diversity, Equity and Inclusion (DEI) Plan is highlighted with a request for interested firms to discuss how their operations, expertise, hiring, and/or other efforts would help the District achieve its DEI goals. District staff is distributing the RFQ to 79 firms based in Minnesota. Approximately 55 firms are WBE (women-owned) or MBE (minority-owned) and certified through MNUCP (Federal/State database). Staff will review all SOQs and determine which firms are qualified for each service area. Firms qualified in each area will be placed in the 2021-2022 pool of creative and information services consultants. Staff will request project proposals from the pool of consultants within a respective service area as needed. No discussion occurred. The CAC thanked Ms. Bromelkamp for her update.
VIII. CAC Observer Update CAC Observer Bob Simonet provided a summary update for the July 21, 2021, Board Meeting. CAC Observer Ms. Cavanaugh sent in a summary update for the August 4, 2021, Board Meeting. IX. Discussion A. New & Old Issues “Our mission is to protect, manage, and improve the water resources of the Capitol Region Watershed District.” 4
No issues reported. B. CAC Observer for August 18, 2021, and September 1, 2021, Board of Managers Meetings. Mary Lilly volunteered for August 18 and Bob Simonet volunteered for September 1. X. Adjourn CAC 21-027 Motion: To adjourn the August 11, 2021, CAC Meeting. Montain/Simonet Unanimously approved. The meeting was adjourned at 9:00 p.m. Respectfully submitted, Belinda Gardner W:\05 Citizen Advisory Committee\Minutes\2020\August 11, 2021.doc
“Our mission is to protect, manage, and improve the water resources of the Capitol Region Watershed District.” 5
October 13, 2021 CAC Meeting V. District Initiatives – A) Great River Passage Initiatives – River Learning Center and River Balcony (Eleria/deLaittre)
DATE: TO: FROM: RE:
October 7, 2021 CRWD Community Advisory Committee Anna Eleria, Division Manager and Mary deLaittre, Great River Passage Conservancy Great River Passage Initiatives – River Learning Center and River Balcony
Background In 2013, the City of Saint Paul adopted the Great River Passage Master Plan, a comprehensive framework for creating vibrancy in the City’s 3,500 acres of parkland along a 17-mile stretch of the Mississippi River. Three guiding principles – more natural, more urban and more connected, underpin the many goals, objectives and strategies of the plan. The Great River Passage Conservancy (GRPC), an independent, nonprofit fundraising and advocacy organization, was created to support capital projects in this parkland including the River Learning Center and River Balcony. Issues The River Learning Center at Watergate Marina in Crosby Farm Regional Park that will combine an indoor/outdoor space for hands-on programming about the culture, history, and ecology of the river with the National Park Service MNRRA Headquarters. Preliminary feasibility studies of the site have been completed including a technical study supported by CRWD in 2017. GRPC is currently fundraising for schematic design of the River Learning Center and anticipates starting design in early 2022. The River Balcony is a 1.5-mile promenade that will connect a series of cohesive public spaces, civic landmarks and development sites along Downtown Saint Paul’s river bluff. The promenade extends from the west at the Xcel Energy Center/RiverCentre to the east at Lower Landing Park. A master plan for the River Balcony was approved by the City in 2017. Schematic design of the River Balcony shall commence this fall with a significant stakeholder and community engagement process. While the fundraising goals for architectural and technical design have been reached, additional funds are still being sought for a robust community engagement effort. At the October 6th Board meeting, CRWD’s Board of Managers approved a $75,000 grant to Great River Passage Conservancy to support technical work and community engagement in the schematic design phases of both projects. Mary deLaittre, Executive Director of GRPC, will give an overview of the two projects, highlight results of preliminary work and outline the next steps and schedule for schematic design. Action Requested None, for your information only Enc.
Great River Passage Capital Projects – Self-Guided Tour Brochure Great River Passage Conservancy Grant Application
W:\08 Orgs-Cities-Agencies\St. Paul\Great River Passage Initiative\Board Memos\BM Great River Passage Special Report 09-15-2021.docx
Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District.
BUILDING THE RIVER CAPITAL
Phalen Blvd
Mississippi St
Dale St
Snelling Ave
Prior Ave
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3rd St
University Ave Three Capital projects will transform Saint Paul’s riverfront into centers of river-oriented activity accessible to all.
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RIVER BALCONY Robert St
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Annapolis Ave
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Mississippi River Blvd
Mississippi River Boulevard
West River Blvd
Summit Ave
McKight Rd
Burns Ave
Marshall Ave
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Minnehaha Ave
White Bear Ave
E 7th St
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Cleveland Ave
Montreal Ave
RIVER LEARNING CENTER W
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Road Path
RIVER LEARNING CENTER/NATIONAL PARK SERVICE MNRRA HEADQUARTERS The gateway to the Mississippi River, welcoming residents and visitors to this national feature with four-season programming that promotes stewardship and teaches the culture, history, and ecology of the river.
RIVER BALCONY
EAST SIDE RIVER DISTRICT
A 1.5-mile promenade that extends along Downtown Saint Paul’s signature Mississippi River Bluff and down to the river. The Balcony transforms urban infrastructure into public space that connects parks, civic landmarks and private development the length of Kellogg Boulevard.
A complex, dynamic 1,000-acre riparian landscape that knits together historically incompatible uses such as industry, infrastructure, wildlife, and culture to create an educational and experiential landscape focused on restoration, conservation, and resilience.
For more information, visit GreatRiverPassage.org.
RIVER LEARNING CENTER/NATIONAL PARK SERVICE MNRRA HEADQUARTERS Experience the land + water + culture of the Mississippi River
RIVER BALCONY
EAST SIDE RIVER DISTRICT
Reimagining Saint Paul’s unique perspective of the river
Reveal, Heal, Connect, Protect a complex river landscape
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EXPLORE WHAT IS
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A. Two Rivers Overlook B. Historic Fort Snelling C. Hidden Falls Regional Park D. Watergate Marina and two bays E. Crosby Farm Regional Park F. Pike Island/Witatanka G. B’dote
IMAGINE WHAT COULD BE
A. Xcel Energy Center/RiverCentre B. Science Museum of Minnesota C. Public Library D. District Energy E. City Hall F. RiversEdge development G. Kellogg Mall Park H. Union Depot I. Viking River Cruises
IMAGINE WHAT COULD BE
E F
A. Wakan Tipi B. DNR Regional Headquarters C. Barge Terminal 1 D. Super Fund Sites E. Pig’s Eye Heron Rookery F. Red Rock Barge Terminal G. Pig’s Eye Regional Park H. Waste Water Treatment Facility IMAGINE WHAT COULD BE
• World class, forward-thinking architecture and landscape design
• A signature landscape and urban design celebrating the river and bluff
• Reveals the complex systems and stories of the area
• Four-season indoor/outdoor space for hands-on programming that teaches the culture, history, and ecology of the river
• A year-round regional destination that is a convergence of experiences
• Heals an environmentally compromised landscape
• Safe water access
• Connects the landmarks and institutions along Kellogg Blvd. to one another and the river
Project Phase: Fundraising for Schematic Design
Project Phase: Schematic Design
• Connects to and throughout the area on yearround, safe and accessible roads and trail systems • Protects sacred and significant Dakota sites Project Phase: Fundraising for Schematic Design
Please submit form and required materials to: Anna Eleria, Division Manager aeleria@capitolregionwd.org
Capitol Region Watershed District 595 Aldine Street Saint Paul, MN 55104 capitolregionwd.org (651) 644-8888
Water Quality Planning Grant Application PROJECT INFORMATION River Learning Center and River Balcony
SECTION 1
PROJECT LOCATION: Please enter the complete address, intersection or description of the area where the project will be located. River Learning Center - Watergate Marina, Crosby Farm Regional Park - 2500 Crosby Farm Road, Saint Paul, MN River Balcony - Kellogg Boulevard from Xcel Center to Lambert’s Landing at Shepard Road and Sibley Street - along the 1.5 mile Mississippi River Bluff line.
x
MAP ATTACHED
APPLICANT INFORMATION Great River Passage Conservancy PO Box 4974 Mary deLaittre
55101
Saint Paul 612-398-5989
Mary@GreatRiverPassage.org
PROJECT NARRATIVE 1. PROJECT OVERVIEW: PLEASE DESCRIBE THE PLANNING PROJECT AND LOCATION. INCLUDE A DESCRIPTION OF WHY IT IS IMPORTANT.
SECTION 2
The Great River Passage Conservancy requests funding to support two of our key capital projects— the River Balcony and River Learning Center—along Saint Paul’s 17-mile stretch of the Mississippi River. Specifically, CRWD support will strengthen community engagement and technical support for both projects as the Balcony and Learning Center move through the schematic design process. The River Balcony and River Learning Center respond to the enduring qualities of the Mississippi that link the river to the Saint Paul community’s health, well-being, and environmental stewardship. To stay true to that important vision, we recognize the essential importance of protecting and improving water resources and other natural resources in the area. As CRWD’s mission and Watershed Management Plan articulate, we have a duty to protect, preserve, manage, and improve the water quality of the Mississippi River. CRWD’s plan also gives voice to community members’ priorities, including residents’ view that improving water quality and access are essential to the health and well-being of the community and to the environmental health of the river and our city. The Conservancy’s vision echoes this philosophy around water and equitable access, a shared mindset that has driven our partnership with CRWD in the past. To move this partnership and shared vision forward, we are requesting $75,000 for community engagement and technical support for the River Learning Center ($50,000) and River Balcony ($25,000). The River Learning Center’s designer selection will start in October, while the nine-month Balcony design process is now underway and slated to be complete by June 2022.
SECTION 2
2. POTENTIAL WATER RESOURCE MANAGEMENT EFFECTIVENESS AND EFFICIENCY: PLEASE DESCRIBE THE PROJECT AND HOW IT COULD POTENTIALLY BENEFIT WATER RESOURCES OR ADDRESS OTHER NATURAL RESOURCE ISSUES.
As an organization committed to bringing the Mississippi River back to the center of public life in Saint Paul, the GRPC understands the urgent and ongoing need to protect our community’s water resources today, and to ensure their health over time. In our River Balcony and River Learning Center projects, water is front and center as it converges at both sites in many forms, from storm water runoff to the body of the Mississippi itself. As CRWD emphasizes, “everything flows to the river.” Guided by that mindset, we are determined to weave efficient and effective water management and protection into all aspects of these projects, including building and landscape design, community engagement, systems, infrastructure, and programming. As this work unfolds at both project sites, we will rely on our interdisciplinary design team’s expertise in dynamic water conditions to help us best address issues such as river flooding and drought, stormwater runoff, dramatic rain episodes, and more. Collaboratively, we will consider a range of activities and approaches in responding to these issues, including: • River edge restoration to mitigate more extreme river fluctuations • Landscape design techniques to capture and hold rainwater • Exposed building systems to capture rainwater and reuse in the Center Ultimately, as we address water management issues related to landscape, infrastructure, buildings, and programming, we see the following deliverables coming out of the process: vision, cost estimates, phasing, programming, and finance strategy. Across all these pieces, we will also develop a plan to educate the public about how and why our systems, processes, materials, and physical spaces have been designed to protect our community’s water resources. We envision CRWD continuing to be a key partner in all this work, collaborating with us and other partners to shape our engagement, programming, and design from the early stages of the schematic design process. The collaboration is an opportunity to deepen our strategic partnership and build on the momentum created by CRWD’s previous support of our work, including funding for River Learning Center technical and feasibility studies, as well as Jessica Bromelkamp’s valuable programming expertise during the feasibility study. 3. EDUCATION AND DEMONSTRATION POTENTIAL: Describe the key elements and audiences of your community engagement plans or program including expected numeric deliverables and outcomes and how they help CRWD achieve its mission to protect, manage and improve water resources of the District. Additional consideration will be given to programs serving historically underrepresented audiences.
The Great River Passage team and our designers will take a multi-pronged approach to community engagement. This process—already underway for the River Balcony and to be replicated for the River Learning Center— includes the following: • Meet three times with the Stakeholder, Advisory, and Technical Committees to gather information, and present initial concepts for review and final design. (Ideally, CRWD will participate on both the Stakeholder and Technical Committees.) • Creatively engage the general public to gather information, present initial concepts for review and final design. At our River Balcony kickoff event in March 2021, we engaged 75 stakeholders. • Work directly with Dakota leaders to ensure the design reflects the voice of the four Dakota Tribes and local native communities. This builds on the relationships we have been cultivating for four years, which have led to greater engagement with the Dakota through our 2019 Dakota and Agency Partners Convening (50 attendees), bringing Prairie Island Indian Community President Shelley Buck onto the Conservancy board, and planning to contract with Full Circle Indigenous Design to bridge the gap between our design team and the Dakota. Last year, Great River Passage was selected for membership in the High Line Network joining 35 other initiatives across North and Central America. As part of that partnership, we were chosen as one of six initiatives to take part in the High Line Network’s 2021 Equitable Impacts Framework (EIF). While that Framework process is still developing, we have already begun to implement components of it by expanding our board of directors to be more diverse, by cultivating relationships with the Dakota and beginning to build relationships with the Latinx community, and by adjusting our design process to ensure that a full range of voices and non-traditional design perspectives are heard and incorporated. Collaborating with CRWD, we will integrate EIF principles into all elements of our projects’ engagement and design so that we ensure historically underrepresented voices are lifted up throughout the process, and that those communities have equitable access to both places and programs offered. In the spirit of all waters flowing to the Mississippi, we envision all people feeling welcome to engage with and learn from the river as a result of our comprehensive, integrated, and collaborative approach.
4. INNOVATION POTENTIAL: PLEASE DESCRIBE ANY UNIQUE APPROACHES TO PROTECTING OR IMPROVING NATURAL RESOURCES THAT WILL BE EVALUATED IN THIS PLANNING PROCESS. HOW WILL THE EVALUATION BE CONDUCTED?
We strive to highlight and lift up a diverse range of voices in planning, designing, and evaluating our work. Unique examples could range from sharing the important history of a place and how the landscape was used to influence design vision, to incorporating indigenous planting or the interpretation of a place of cultural significance. This unique approach to weaving in a range of voice, direction, and inspiration is critical to our goal of linking people to place to project, and as described elsewhere, we are determined to weave an equity-focused mindset into every phase of the two projects. Our participation in the High Line Network’s 2021 Equitable Impacts Framework is driving that focus, helping the GRPC define our organizational approach to equitable development and set specific, meaningful, and measurable goals that maximize community benefit (economic, social, cultural, and environmental) across all our initiatives. Going forward into schematic design we envision CRWD taking part in the robust community engagement we have in place, and providing technical expertise from the beginning of the planning process to help shape both projects’ design and programming.
SECTION 2
Looking to CRWD’s new headquarters in Saint Paul as a model, we aim to weave water throughout every aspect of the River Balcony and River Learning Center projects. It is essential that we not only design for responsible water management but also extend that focus into the projects’ public-facing elements and programming so that, as CRWD has done with their building, we can create hands-on opportunities to educate the community about protecting, preserving, and stewarding our natural resources. 5. PROJECT READINESS: PLEASE DESCRIBE ANY WORK COMPLETED TO-DATE. INCLUDE ANY STUDIES OR CONCEPT DESIGNS WITH THIS APPLICATION. WHAT IS THE LIKELIHOOD OF IMPLEMENTNG THE RESULTS OF THIS PLANNING EFFORT?
The River Balcony is gaining especially strong momentum, with schematic design kicking off during our Virtual Stakeholder Convening in March 2021, and in September 2021 we announced its project designer— Field Operations, designers of New York City’s High Line urban park—after vetting a highly competitive pool of proposals from teams across the country. Field Operations will begin work the last week of September, with the schematic design process taking approximately nine months. The River Learning Center is on track to launch schematic design Requests for Proposals in October 2021. While all our projects prioritize environmental stewardship, that spirit will take center stage through this project. By hosting year-round environmental, cultural, and historical education and recreation opportunities that are integrated into the region’s routines, traditions, and collective identity, the River Learning Center will lead the way in developing Saint Paul’s next generation of river stewards. Ideally, the design process will kick off in January 2022, with schematic design completed by September 2022. Meanwhile, we are now moving into Phase two of the Equitable Impacts Framework process, working with Urban Institute for six months to develop an equity strategy and implementation plan. Funding-wise, the two projects are leveraging a range of sources. The River Balcony and River Learning Center are both true public-private partnerships when it comes to financing, with the Balcony being a nearly even split ($300,000 in both public and private funding to date). The River Learning Center, while also a mix, has thus far predominately raised private funding. CRWD funding would help us close the funding gap for both projects. With River Balcony design already funded and kicking off this week, a contribution of $25,000 to support the Balcony project would focus primarily on community engagement, communications, and programming as that work moves forward. This includes engaging and communicating closely with partners running other projects along the Balcony so that all our designs are integrated. Half of the $50,000 for the River Learning Center would similarly strengthen engagement, communications, programming, and coordination with adjacent partners. The other $25,000 would provide the remaining funding we need to fully support the schematic design launch and design team to ensure we are prepared for the 2022 legislative bonding session. Given the extent of our progress already, and coupled with our ongoing CRWD partnership, the Conservancy is confident in the likelihood that together we can design and implement the River Balcony and River Learning Center in ways that protect and preserve water quality along the river, while also increasing public awareness of local water resources and creating opportunities to engage with the river in new and equitable ways that strengthen both community and environmental health.
PROJECT BUDGET AND TIMELINE COMPLETE THE FOLLOWING TABLE OR SUBMIT SEPARATE TABLE FOR ALL PROJECT PHASES FOR WHICH YOU WILL BE REQUESTING GRANT FUNDS. IF A SCOPE OF WORK HAS BEEN DEVELOPED FOR THIS PLANNING EFFORT, PLESE INCLUDE IT WITH YOUR APPLICATION SUBMITTAL. MATCHING FUNDS ARE NOT REQUIRED, BUT PREFERENCE MAY BE GIVEN TO PROJECTS WITH DEDICATED FUNDS. ELIGIBLE MATCHING FUNDS MUST BE CASH CONTRIBUTION FOR THE PROJECT ELEMENTS IN THIS APPLICATION.
TASK
ESTIMATED COMPLETION
GRANT REQUEST
APPLICANT MATCH FUNDS
Phase 1:
$ 0.00
Feasibility/Concepts
Phase 2: Design and Engineering
TOTAL COST
10/22
75,000
$1,100,000
$1,200,000 $ 0.00
SECTION 3
Phase 3: Bidding & Construction Management (see CRWD CIP Grant)
NA
NA
NA
NA
Phase 4:
NA
NA
NA
NA
Construction (see CRWD CIP Grant)
TOTAL
$ 75,000
$ 1,1000,000
$1,200,000
BUDGET SCHEMATIC DESIGN & COMMUNITY ENGAGEMENT, COMMUNICATIONS & PARTNERSHIP DEVELOPMENT
River Balcony
River Learning Center
$
$
Total Revenue $
500,000 25,000 30,000 555,000
$
450,000 50,000 55,000 555,000
$
475,000
$
475,000
Revenue (Confirmed) CRWD Other Revenue (Pending)
Expense Schematic Design Fee Enhanced Community Engagement, Communication and Project Partner Integration Admin Fee
Net Income
25,000 55,000
25,000 55,000
Total Expense $
555,000
$
555,000
$
-
$
-
October 13, 2021 CAC Meeting V. District Initiatives - C) TBI Repair Project – St. 28+65 to 52+80 (Eleria)
DATE: TO: FROM: RE:
October 7, 2021 CRWD Community Advisory Committee Anna Eleria, Division Manager TBI Repair Project – St. 28+65 to 52+80
Background In June 2020, CRWD’s Board of Managers approved an engineering work order for the design of repairs in approximately 2,000 feet of the Trout Brook Storm Sewer Interceptor near Phalen Boulevard and I-35E in Saint Paul. The deficiencies in TBI from Station 28+65 to 52+80 include deteriorating concrete, exposed reinforcement, holes, cracks and fractures, and sediment build up in the tunnel. In September 2021, CRWD’s Board of Managers approved plans and authorized bidding for the TBI Repair Project. Issues Primary TBI repairs involve filling cracks with grout, sealing exposed reinforcement, repairing eroded concrete tunnel and invert, and repairing access hatches. In addition, there is a bid alternate for placing soil cover over a 40-foot section of tunnel that is exposed at the surface. This section is located on Univar and BNSF Railroad properties. Currently, CRWD is still in the process of securing official access permission for the bid alternate work but anticipates receiving it at some point during the project. The bidding period for the project extended over a three -week period from September 13–28, 2021. CRWD received bids from three contractors ranging from $750,445 to $1,372,503 for the entire project (base bid plus alternate). The engineer’s estimate for the entire project was $1.02 million. Contractor Name
Base Bid plus Alternate
Order
Minger Construction Companies, Inc. Engineering & Construction Innovations, Inc. PCiRoads, LLC
$750,445 $1,239,230 $1,372,503
1 2 3
At the October 6th Board meeting, CRWD’s Board of Managers ordered construction of the TBI Repair Project and awarded the project to Minger Construction, the lowest, responsible bidder. Action Requested None, for your information only Enc.
TBI Repair Plans
W:\06 Projects\Trout Brook Interceptor\TBI St. 28+65_52+80 Repairs\Board Memos\CACMemo TBI Repair Project 10-13-2021.docx
Our mission is to protect, manage and improve the water resources of Capitol Region Watershed District.
CAPITOL REGION WATERSHED DISTRICT TROUT BROOK INTERCEPTOR REPAIR PROJECT STA. 28+65 TO 52+80 MARYLAND AVE E 90+00
HATCH REPAIRS
DWG. NO.
TBI EAST BRANCH ALIGNMENT
80+00
C-01 C-02 C-03 C-04 C-05 C-06 C-07 C-08 C-09 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19
PROJECT LOCATION ST. PAUL, MN
35E
70+00
CASE AVE E
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DESCRIPTION -
COVER SHEET, VICINITY MAP, AND SHEET INDEX ESTIMATED QUANTITIES AND GENERAL CONSTRUCTION NOTES SITE PLAN AND ACCESS LOCATIONS SITE PLAN AND ACCESS LOCATIONS EXISTING TUNNEL CROSS SECTIONS - SECTIONS ACCESS VAULT - DETAILS KITTSON STAGING AREA - PLAN NORTH STAGING AREA - PLAN SHEET LAYOUT REFERENCE - PLAN STA. 28+65 TO 33+00 REPAIRS - PLAN AND PROFILE STA. 33+00 TO 38+00 REPAIRS - PLAN AND PROFILE STA. 38+00 TO 43+00 REPAIRS - PLAN AND PROFILE STA. 43+00 TO 48+00 REPAIRS - PLAN AND PROFILE STA. 48+00 TO 52+80 REPAIRS - PLAN AND PROFILE CONCRETE REPAIR - SECTIONS AND DETAILS MISCELLANEOUS REPAIRS - SECTIONS AND DETAILS TUNNEL SOIL COVER REPAIRS - PLAN TUNNEL SOIL COVER REPAIRS - PLAN, SECTION, AND DETAILS WATER MANAGEMENT PLAN AND SEDIMENT AND EROSION CONTROL PLAN
00A
55+
CAY
UGA
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SECTION IDENTIFIER
1
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SECTION REFERENCES (SHEET SECTION IS LOCATED ON)
LIMITS OF SECTION CUT
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SECTION VIEW CALL OUT
TBI MAINLINE ALIGNMENT
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1"=1'-0"
MINNEHAHA AVE E
SECTION REFERENCES (TYP.) (SHEET SECTION IS CALLED-OUT ON)
35E
SECTION VIEW TITLE
GENERAL NOTES: 30+
DETAIL IDENTIFIER
1.
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD-LOCATING ALL SITE UTILITIES, PRIVATE AND PUBLIC, PRIOR TO STARTING THE WORK. ALL UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ANY UTILITIES DAMAGED BY CONTRACTOR SHALL BE REPAIRED BY C0NTRACTOR TO THE SATISFACTION OF THE UTILITY OWNER.
2.
BNSF ONE CALL: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL RAILROAD UTILITIES WITH BNSF RAILROAD (1-800-533-2891), PRIOR TO STARTING THE WORK. ALL UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ANY UTILITIES DAMAGED BY CONTRACTOR SHALL BE REPAIRED BY CONTRACTOR TO THE SATISFACTION OF THE UTILITY OWNER. ALL WORK WITHIN 25 FEET OF ℄ OF ANY RAILROAD TRACK REQUIRES BNSF FLAGMAN.
00
1 C2
DETAIL REFERENCES (SHEET DETAIL IS LOCATED ON)
LAFAYETTE RD
DETAIL VIEW CALL OUT
GOPHER STATE ONE CALL: CALL BEFORE YOU DIG. 1-800-252-1166
SF
BN AI
0
LR
+0
DETAIL IDENTIFIER (TYP.)
R
20
DETAIL: GRAPHICS STANDARDS 1"=1'-0"
AD
1 C2
O
DETAIL REFERENCES (TYP.) (SHEET DETAIL IS CALLED -OUT ON)
UNIVERSITY AVE E
HATCH REPAIRS
DETAIL VIEW TITLE
+0
10
ISSUED FOR BID AND CONSTRUCTION 09/07/21
0
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C01.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 1:48 PM
C2
IN TUNNEL REPAIR EXTENTS
0
SECTION: GRAPHICS STANDARDS
40+0
SECTION IDENTIFIER (TYP.)
1
.
BL
N LE
N I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
COVER SHEET, VICINITY MAP AND SHEET INDEX
CLIENT PROJECT No. DWG. No.
C-01
REV. No.
0
CITY OF ST. PAUL NOTES:
QUANTITIES TABLE ITEM
DESCRIPTION
UNIT
ESTIMATED QUANTITY
A
MOBILIZATION
LS
1
B
WATER MANAGEMENT
LS
1
C
EROSION CONTROL
LS
1
D
TYPE 1 - CRACK REPAIR
LF
2,200
D1
HYDROPHOBIC GROUT
GAL
220
E
TYPE 2 - CONCRETE SURFACE REPAIR, 1/8" - 2"
SF
1,500 160
F
TYPE 3 - REINFORCEMENT SEAL
SF
G
TYPE 4 - REINFORCEMENT SPACER SEAL
LF
70
H
TYPE 5 - CONCRETE SURFACE REPAIR, >4"
SF
1,000
I
TYPE 6 - INVERT REPAIR
LF
900
J
TYPE 7 - INSTALL MANHOLE STEP
EA
77
K
TYPE 8 - ABANDON TAP
EA
4
L
TYPE 9 - LIMESTONE BLOCK JOINT REPAIR
LF
35
M
TYPE 10 - ACCESS HATCH REPAIR
LS
1
N
REMOVE CONCRETE DEBRIS
LS
1
O
REMOVE MANHOLE CASTING
LS
1
UNIT
ESTIMATED QUANTITY
LS
1
P
DESCRIPTION TUNNEL SOIL COVER REPAIRS
INSPECTION CONTACT: THE CONTRACTOR SHALL CONTACT THE RIGHT OF WAYOFFICE AT (651) 485-4263 (ONE WEEK PRIOR TO BEGINNING WORK) TO DISCUSS TRAFFIC CONTROL, PEDESTRIAN SAFETY AND COORDINATION OF ALL WORK IN THE PUBLIC RIGHT OF WAY. NOTE: IF A ONE WEEK NOTICE IS NOT PROVIDED TO THE CITY, ANY RESULTING DELAYS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
2.
NO PRIVATE FACILITIES IN THE RIGHT OF WAY: THE CONTRACTOR IS STRICTLY PROHIBITED FROM INSTALLING PRIVATE ELECTRICAL WIRING, CONDUIT, RECEPTACLES AND/OR LIGHTING IN THE CITY'S RIGHT OF WAY. THIS INCLUDES STUBBING CONDUIT OR CABLE INTO THE PUBLIC RIGHT OF WAY TO ACCOMMODATE UTILITY FEEDS TO THE SITE. COORDINATE WITH EACH UTILITY PRIOR TO CONSTRUCTION TO DETERMINE FEED POINTS INTO THE PROPERTY. UTILITIES ARE RESPONSIBLE FOR SECURING EXCAVATION PERMITS TO RUN THEIR SERVICE INTO A SITE, AND (WHERE REQUIRED) SUBMITTING PLANS FOR REVIEW BY THE PUBLIC WORKS UTILITY REVIEW COMMITTEE.
3.
ALL UTILITIES AND CONTRACTORS WORKING IN THE PUBLIC RIGHT OF WAY MUST TO BE REGISTERED, INSURED AND BONDED, AS RECOGNIZED BY THE PUBLIC WORKS SERVICE DESK. (651-266-6151)
4.
CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO CITY FOR APPROVAL PRIOR TO ANY ROAD CLOSURES.
5.
CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS AND ANTICIPATED CONSTRUCTION SCHEDULES FOR EACH PROJECT ACCESS OR POTENTIAL LAYDOWN AREA TO PW-ROWPERMITS@CI.STPAUL.MN.US.
6.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE TO THE LATEST EDITION OF THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MMUTCD) FOR TEMPORARY TRAFFIC CONTROL.
7.
FAILURE TO SECURE PERMITS: FAILURE TO SECURE OBSTRUCTION PERMITS, EXCAVATION PERMITS, OR PUBLIC WORKS SEWER SECTION PERMITS WILL RESULT IN A DOUBLE-PERMIT FEE AND OTHER FEES REQUIRED UNDER CITY OF ST. PAUL LEGISLATIVE CODES.
8.
ORDERING OBSTRUCTION, EXCAVATION, AND ORDINANCE PERMITS: CONTACT PUBLIC WORKS RIGHT OF WAY SERVICE DESK AT (651) 266-6151. IT IS STRONGLY RECOMMENDED THAT CONTRACTORS CALL FOR COST ESTIMATES PRIOR TO BIDDING TO OBTAIN ACCURATE COST ESTIMATES.
9.
OBSTRUCTION PERMITS: THE CONTRACTOR MUST OBTAIN AN OBSTRUCTION PERMIT IF CONSTRUCTION (INCLUDING SILT FENCES) WILL BLOCK CITY STREETS, SIDEWALKS OR ALLEYS, OR IF DRIVING OVER CURBS.
UNIT PRICE
BID ALTERNATE 1 ITEM
1.
UNIT PRICE
10. EXCAVATION PERMITS: ALL DIGGING IN THE PUBLIC RIGHT OF WAY REQUIRES AN EXCAVATION PERMIT. IF THE PROPOSED BUILDING IS CLOSE TO THE RIGHT OF WAY, AND EXCAVATING INTO THE RIGHT OF WAY IS NEEDED TO FACILITATE CONSTRUCTION, CONTACT THE UTILITY INSPECTOR. 11. ORDINANCE PERMITS: CONTRACTOR SHALL OBTAIN AN ORDINANCE PERMIT FROM PUBLIC WORKS FOR ANY WORK DONE IN CITY RIGHT OF WAY. 12. PUBLIC WORKS SEWER SECTION PERMITS: ABANDONING EXISTING SEWER SERVICE OR MAKING NEW CONNECTIONS TO CITY SEWER MUST BE DONE TO CITY STANDARDS BY A LICENSED HOUSE DRAIN CONTRACTOR UNDER A PERMIT FROM PUBLIC WORKS SEWER SECTION (651-266-6234).
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C02.DWG PLOT SCALE: 1:2 PLOT DATE: 9/7/2021 11:28 AM
GENERAL CONSTRUCTION NOTES: 1.
ALL DIMENSIONS, LOCATIONS, ELEVATIONS AND CONDITIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR.
2.
CONTRACTOR SHALL PROVIDE WATER CONTROL AS NECESSARY PER THE SPECIFICATIONS.
3.
ALL DISTURBED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING BEFORE ANY WORK OCCURRED.
4.
QUANTITIES ARE ESTIMATED FROM AVAILABLE DATA, AND NOT GUARANTEED.
5.
TEMPORARY OCCUPANCY PERMIT REQUIRED WHEN PERFORMING WORK ON BNSF PROPERTY (UNDERGROUND WITHIN STORM SEWER). CONTRACTOR TO VERIFY PROPERTY LIMITS.
6.
DIMENSIONS SHOWN OF TYPICAL TUNNEL CROSS SECTIONS ARE APPROXIMATE.
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
ESTIMATED QUANTITIES AND GENERAL CONSTRUCTION NOTES
CLIENT PROJECT No. DWG. No.
C-02
REV. No.
0
L'OR IENT ST
95 +0 0
00 65+
STA. 95+00 ACCESS VAULT REPAIRS SEE SHEET C-16 STA. 00+55 ACCESS VAULT REPAIRS SEE SHEET C-16
TBI EAST BRANCH ALIGNMENT
ACCESS ROUTE TO NORTH STAGING AREA
0A +0 60
EE 90+00
AV MARYLAND
STA. 57+25A ACCESS VAULT SEE
3
85+00
E. CAYU
55+ 0
NORTH STAGING AREA, SEE SHEET C-08
0A
C-06
STA. 52+80 (UPSTREAM EXTENTS OF IN TUNNEL REPAIRS)
GA ST.
TBI MAINLINE ALIGNMENT
GATE
FLO
80+00
00 50+
TBI MAINLINE ALIGNMENT
35E
W
FLOW
MNDOT MAINTENANCE FACILITY
0 45+0
ACCESS ROUTE TO NORTH STAGING AREA
JUNCTION WITH ST. PAUL STORM SEWER
35E 75+00
CITY OF ST. PAUL 60" STORM SEWER (SEE NOTES)
0 40+0 0 +0 35
. VD BL AL EN PH
CASE AVE E
0
30+0
00 65+
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C03.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:03 PM
OW
FL
70+00
CHAIN LINK FENCE/GATE
1
NOTES:
SITE PLAN AND PROJECT ACCESS LOCATIONS - STA. 100+00 TO 65+00
-
0
200
N
400
SCALE IN FEET
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
COORDINATE ALL ACCESS AND STAGING WITH ST. PAUL ROW, MNDOT, AND BNSF.
2.
ACCESS TO STA. 95+00 ACCESS VAULT FROM L'ORIENT TO GRAVEL PATH SOUTH OF WENDY'S.
3.
ACCESS TO STA. 57+25A ACCESS VAULT FROM L'ORIENT PAST MNDOT MAINTENANCE FACILITY. COORDINATE WITH MNDOT REGARDING ACCESS.
4.
COORDINATE WITH CITY OF ST. PAUL REGARDING CONSTRUCTION ACTIVITIES THAT IMPACT ST. PAUL STORM SEWER.
5.
PROTECT EXISTING CRWD MONITORING EQUIPMENT AT ACCESS VAULTS.
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
2
1.
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
SITE PLAN AND ACCESS LOCATIONS - STA. 65+00 TO 30+00
-
0
200
N
400
SCALE IN FEET
ISSUED FOR BID AND CONSTRUCTION 09/07/21 BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
SITE PLAN AND ACCESS LOCATIONS PLAN
CLIENT PROJECT No. DWG. No.
C-03
REV. No.
0
00 30+
STA. 23+04 ACCESS MANHOLE SEE
25 +0
0
STA. 28+65 (DOWNSTREAM EXTENTS OF IN TUNNEL REPAIRS)
5
C-06
OLIVE ST
.
E TT
D R
E
0
TBI MAINLINE ALIGNMENT
0
+0
15
PAYNE AVE
+0 20
AY
F LA
UNIVERSITY AVE E
OW
0
FL
+0 10
STA. 11+13, ACCESS VAULT, SEE
1
C-06
OPTIONAL KITTSON STAGING AREA, SEE SHEET C-07
NOTES:
00
KI
GROVE ST
ST 5+
N SO TT
1.
H
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C04.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 1:52 PM
E
ST
7T
0+ 00
A
1
SITE PLAN AND PROJECT ACCESS LOCATIONS - STA 30+00 TO 00+00
-
0
200
COORDINATE ALL ACCESS AND STAGING WITH ST. PAUL ROW, MNDOT, AND BNSF.
2.
ACCESS TO STA. 11+13 ACCESS VAULT AND STA. 23+04 MANHOLE FROM KITTSON RAMP.
3.
COORDINATE WITH CITY OF ST. PAUL REGARDING CONSTRUCTION ACTIVITIES THAT IMPACT ST. PAUL STORM SEWER.
4.
PROTECT EXISTING CRWD MONITORING EQUIPMENT AT ACCESS VAULTS.
4
I-9
N
400
SCALE IN FEET
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
-06/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
6/21/2021
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
SITE PLAN AND ACCESS LOCATIONS PLAN
CLIENT PROJECT No. DWG. No.
C-04
REV. No.
0
5'-0" 5'-0"
5'-0"
9'-0"
5'-0" 4'-0" 1'-0"
10'-0"
10'-0" 10'-0"
18'-0"
1 -
SECTION: STA. 28+49 TO 32+30 (C.I.P. CONCRETE ARCH TUNNEL)
2
SECTION: STA. 32+30 TO 33+34 (LIMESTONE BLOCK ARCH TUNNEL)
AS SHOWN
-
AS SHOWN
0
1
2
3
4
5
0
1
3
4
3 -
5
SCALE IN FEET
SECTION: STA. 33+34 TO 33+62 (C.I.P. ARCH TUNNEL) AS SHOWN
0
1
2
3
4
5
SCALE IN FEET
9'-0"
3'-10"
11'-0"
11'-4"
SCALE IN FEET
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C05.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 1:54 PM
2
NOTES:
10'-6"
4
SECTION: STA. 33+62 TO 42+73 (C.I.P. HORSESHOE TUNNEL)
-
AS SHOWN
5 -
1
2
3
4
5
REVISION DESCRIPTION
DATE 09/07/21
CLIENT BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
DATE
STEEL REINFORCEMENT IN CONCRETE TUNNELS NOT SHOWN FOR CLARITY.
3.
COORDINATE WITH ENGINEER IF PILE SUPPORTS ARE ENCOUNTERED DURING CONSTRUCTION.
0
1
2
3
4
ISSUED FOR BID AND CONSTRUCTION 09/07/21
5
SCALE IN FEET
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
NO. BY CHK. APP.
2.
SECTION: STA. 42+73 TO 53+08 (C.I.P. BOX TUNNEL) AS SHOWN
SCALE IN FEET
PRINTED NAME
EXISTING TYPICAL SECTIONS ARE BASED ON RECORD DRAWINGS OBTAINED FROM THE CITY OF ST. PAUL. CONTRACTOR SHALL INDEPENDENTLY VERIFY ALL DIMENSIONS AND DETAILS AS THEY MAY AFFECT THE PERFORMANCE OF THE WORK.
12'-6"
11'-4"
0
1.
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
EXISTING TUNNEL CROSS SECTIONS SECTIONS
CLIENT PROJECT No. DWG. No.
C-05
REV. No.
0
SEE
2
6
SEE
-
-
7 -
LADDER
3'-0" x 4'-0" ACCESS HATCH MANHOLE STEP
4 -
3'Ø CONC. SECTION
5
DETAIL: STA. 23+04 MANHOLE
C-04
2'-6" x 4'-0" ACCESS HATCH
1
DETAIL: STA. 11+13 ACCESS VAULT
C-04
0
1
2
3
DETAIL: STA. 57+25A ACCESS VAULT
C-03
3
0
1
2
3
SCALE SCALE
STEP (GRAB BAR) 4'-0"
2'-6"
3'-0" x 4'-0" ACCESS HATCH
2'-6" x 4'-0" ACCESS HATCH
6
DETAIL: STA. 11+13 ACCESS VAULT
C-04
STEPS CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C06.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 1:55 PM
LADDER
4' x 6' x 58" TALL CONCRETE RISER
CONCRETE BOX CULVERT
LIMESTONE BLOCK
NOTES:
2 -
SECTION: STA. 11+13 ACCESS VAULT 0
1
2
4
SECTION: STA. 57+25A ACCESS HATCH
1.
-
3
0
1
2
CONTRACTOR TO VERIFY ACCESS VAULT DIMENSIONS AHEAD OF MOBILIZATION.
7
3
DETAIL: STA. 57+25A MANHOLE
C-03
SCALE SCALE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
Project Office:
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
Scale
AS SHOWN
Date
10/9/2020
ISSUED FOR BID AND CONSTRUCTION 09/07/21 BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80 ACCESS VAULT DETAILS
CLIENT PROJECT No. DWG. No.
C-06
REV. No.
0
S MI TAT NN E ES OF OT A
MERITIX ENTERPRISES
OW LR
MERITIX REDEVELOPMENT PROJECT (NEW PARKING LOT)
ST
.P
AU
STATE OF MINNESOTA
EN ME TE RIT RP IX RI SE S
EN M E TE RIT RP IX RI SE
S
STATE OF MINNESOTA
E
EXISTING ACCESS ROAD
C ST ITY . P OF AU L
STAGING AREA (APPROXIMATE)
IX MERIT ES PRIS NTER
ELECTRICAL METER
C ST ITY . P OF AU L
ST .P
AU
LR
OW
KITTSON RAMP
REMOVABLE STEEL PLATE FOR EQUIPMENT ACCESS
STATE OF MINNESOTA
OF CITY AUL ST. P
CITY OF ST. PAUL STORM SEWER
JUNCTION STRUCTURE GATE REMOVED
AILWAY BNSF R NY COMPA
LOCKED GATE - COORDINATE ACCESS WITH CRWD & BARR
FLOW 6+00
7+00
8+00
9+00
32.8'
CITY OF ST. PAUL STORM SEWER
LR
LR
OW
OW
STA. 11+13 ACCESS VAULT SEE SHEET C-06 FOR DETAILS
AILWAY BNSF R NY COMPA
BNSF RAILWAY COMPANY
CIFIC ERN PA NORTH COMPANY Y A W IL A R
ST
.P
AU
PERMANENT ELECTRICAL PANEL AND SLAB FOR CRWD MONITORING EQUIPMENT
62.0'
BN SF CO RA MP ILW AN AY Y
ST .P AU
12+00
11+00
AY RAILW BNSF ANY P M O C
ST. PAUL ROW
WAY
RAIL ACIFIC ERN P ANY COMP
NORTH
BNSF RAILWAY COMPANY
NOTES: 1.
COORDINATE ALL MANHOLE ACCESS WITH ST. PAUL ROW AND BNSF STAFF.
2.
ACCESS TO STA. 11+13 ACCESS VAULT FROM KITTSON RAMP.
3.
PROVIDE TRAFFIC CONTROL AS REQUIRED
1 -
4.
PROTECT EXISTING CRWD MONITORING EQUIPMENT AT ACCESS VAULTS.
5.
INSTALL EROSION CONTROL AS DIRECTED BY ENGINEER AND OWNER.
0
PRINTED NAME
REVISION DESCRIPTION
DATE 09/07/21
CLIENT BID
LICENSE #
49911
06/25/2108/20/21-------09/07/21---
Project Office:
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
DATE
30
60
ISSUED FOR BID AND CONSTRUCTION 09/07/21
SCALE IN FEET
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
NO. BY CHK. APP.
PLAN: KITTSON STAGING AREA
N
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C07.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 1:56 PM
10+00
SF CO RA MP ILW AN AY Y
5+00
BN
4+00
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
Scale
AS SHOWN
Date
6/21/2021
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
KITTSON STAGING AREA PLAN
CLIENT PROJECT No. DWG. No.
C-07
REV. No.
0
0A +0 60
BNSF RAILWAY COMPANY
PEOPLE INCORPORATED BNSF RAILWAY COMPANY
FEDERAL ROW 0A +0 59
OW FL
MUNICIPAL ROW ACCESS ROUTE TO MNDOT MAINTENANCE FACILITY 58
BNSF RAILWAY COMPANY
0A +0
STAGING AREA (ADJACENT TO ACCESS VAULT AND BELOW BRIDGE) STA. 57+25A ACCESS VAULT SEE SHEET C-06 FOR DETAILS
35E
A
0'
0 +0
0.0
57
10
FEDERAL ROW
CAYUGA RAMP
' .00
30
TBI MAINLINE ALIGNMENT
STATE OF MINNESOTA
00A
STATE OF MINNESOTA
55+
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C08.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:04 PM
0A
+0
56
BNSF RAILWAY COMPANY
NOTES: 1.
COORDINATE ALL MANHOLE ACCESS WITH ST. PAUL ROW AND BNSF STAFF.
2.
ACCESS TO STA. 55+25A L'ORIENT PAST MNDOT MAINTENANCE FACILITY. COORDINATE WITH MNDOT REGARDING ACCESS THROUGH LOCKED GATE.
3.
PROVIDE TRAFFIC CONTROL AS REQUIRED
4.
PROTECT EXISTING CRWD MONITORING EQUIPMENT AT ACCESS VAULTS.
1
PLAN: NORTH STAGING AREA
N
-
0
30
60
ISSUED FOR BID AND CONSTRUCTION 09/07/21
SCALE IN FEET 5.
INSTALL EROSION CONTROL AS DIRECTED BY ENGINEER AND OWNER.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
06/25/2108/20/21-------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
6/21/2021
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
NORTH STAGING AREA PLAN
CLIENT PROJECT No. DWG. No.
C-08
REV. No.
0
SEE C
-14
-13
SEE C
0 53+0 0
52+0
-12
45+00
46+00
49+00
50+00
554 4++0 000A 5555 ++0 000A
44
+0 0
SEE C
47+00
48+00
51+00
0
-11
C SEE
41+00
40+00
43+0
42+00
00
39+ 00 38+ 00 37+
00 36+ 34+00
-10 EE C
33+00
S
+0
32 30+00
28+00
0
31+00
00 29+
1
PLAN: SHEET LAYOUT REFERENCE
N
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C09.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:05 PM
27+00
00 35+
-
0
100
200
SCALE IN FEET
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
SHEET LAYOUT REFERENCE PLAN
CLIENT PROJECT No. DWG. No.
C-09
REV. No.
0
REPAIR QUANTITIES TABLE BEGIN STATION
MATCH
28+65
LINE ST
33+00
A. 33+0
0 (SEE
C-11)
0 +0 32 MANHOLE (TYPICAL)
31+00
FLOW
30+00
29+
28+44
00
N
PLAN: STA. 28+65 TO 33+00
-
0
40
80
MANHOLE STA. 29+06
HORZ. SCALE IN FEET
800
PIPE TRANSITION STA. 28+49
EXISTING GROUND
770
760
790
780
770
760
0.7%
750
750
2.1%
740
10'-0" x 10'-0" LIMESTONE BLOCK (TO STA. 33+34)
10'-0" x 10'-0" C.I.P. CONC. ARCH
730 28+00
29+00
30+00
31+00
740
CLOCK FROM
CLOCK TO
LENGTH (LF)
2
5
20
10
2
29+50
SURFACE DAMAGE - AGGREGATE VISIBLE
28+65
29+50
CRACKING
3
28+57
CRACKING
12
28+65
SURFACE DAMAGE - REINFORCEMENT CORRODED
28+65
CRACKING
29+00
MISSING MANHOLE STEPS
29+19
SURFACE DAMAGE - REINFORCEMENT VISIBLE
1
29+19
SURFACE DAMAGE - REINFORCEMENT CORRODED
1
29+70
SURFACE DAMAGE - REINFORCEMENT VISIBLE
29+75 29+75
3
SURFACE AREA (SF)
QUANTITY
CRACK REPAIR
500
2
CONCRETE SURFACE REPAIR, 1/8" - 2"
75
5
CONCRETE SURFACE REPAIR, >4"
1
CRACK REPAIR
5
CONCRETE SURFACE REPAIR, >4"
15
12
REPAIR DESCRIPTION
1
20
1
TYPE
50
1
CRACK REPAIR
7
INSTALL MANHOLE STEP
1
3
REINFORCEMENT SEAL
10
5
CONCRETE SURFACE REPAIR, >4"
8
3
REINFORCEMENT SEAL
9
10
2
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
1
3
REINFORCEMENT SEAL
SURFACE DAMAGE - REINFORCEMENT CORRODED
10
2
60
5
CONCRETE SURFACE REPAIR, >4"
30+00
SURFACE DAMAGE - AGGREGATE VISIBLE
10
2
50
2
CONCRETE SURFACE REPAIR, 1/8" - 2"
30+00
CRACKING
10
2
20
1
CRACK REPAIR
30+35
CRACKING
10
2
5
1
CRACK REPAIR
30+35
SURFACE DAMAGE - REINFORCEMENT CORRODED
9
10
5
CONCRETE SURFACE REPAIR, >4"
30+35
SURFACE DAMAGE - REINFORCEMENT VISIBLE
9
1
3
REINFORCEMENT SEAL
1
CRACK REPAIR
3
REINFORCEMENT SEAL
2
CONCRETE SURFACE REPAIR, 1/8" - 2"
31+44
CRACKING
10
2
250
SURFACE DAMAGE - REINFORCEMENT VISIBLE
2
1
30+65
SURFACE DAMAGE - AGGREGATE VISIBLE
2
200
30+65
DEFECTIVE TAP - 24"
1 70
ABANDON TAP
1
CRACK REPAIR REINFORCEMENT SEAL
31+44
30+68
31+44
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
4
3
31+00
31+44
SURFACE DAMAGE - REINFORCEMENT CORRODED
10
2
100
5
CONCRETE SURFACE REPAIR, >4"
31+00
31+44
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
4
3
REINFORCEMENT SEAL
31+40
SURFACE DAMAGE - REINFORCEMENT CORRODED
10
2
20
5
CONCRETE SURFACE REPAIR, >4"
31+40
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
2
3
REINFORCEMENT SEAL
750
2
CONCRETE SURFACE REPAIR, 1/8" - 2"
4
3
REINFORCEMENT SEAL
1
CRACK REPAIR
2
3
REINFORCEMENT SEAL
7
INSTALL MANHOLE STEP
32+10
CRACKING
8
30+68
31+40
MANHOLE STA. 32+16 PIPE TRANSITION STA. 32+30
790
780
CRACKING
30+65
1
DEFECT
28+65
30+50 STA. 28+65 (DOWNSTREAM EXTENTS OF REPAIR PROJECT)
800
END STATION
2
SURFACE DAMAGE - AGGREGATE VISIBLE
2
31+61
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
31+61
CRACKING
10
2
31+87
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
32+10
MISSING MANHOLE STEPS
32+19
CRACKING
7
5
32+19
SURFACE DAMAGE - REINFORCEMENT VISIBLE
12
32+19
SURFACE DAMAGE - REINFORCEMENT CORRODED
12
32+60
MISSING MORTAR
3
33+00
MISSING MORTAR
9
33+00
MISSING MORTAR
3
60
10
3
20
1
CRACK REPAIR
4
3
REINFORCEMENT SEAL
20
5
CONCRETE SURFACE REPAIR, >4"
5
9
LIMESTONE BLOCK JOINT REPAIR
15
9
LIMESTONE BLOCK JOINT REPAIR
15
9
LIMESTONE BLOCK JOINT REPAIR
730 33+00
32+00
DOWNSTREAM EXTENTS OF REPAIR PROJECT (STA. 28+65)
2
PROFILE: STA. 28+65 TO 33+00
-
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C10.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:06 PM
0
40
80
0
HORZ. SCALE IN FEET
20
40
VERT. SCALE IN FEET
LEGEND STORM SEWER REPAIR TYPES 1.
TYPE 1 - CRACK REPAIR
NOTES:
2.
TYPE 2 - CONCRETE SURFACE REPAIR, 1/8" - 2"
1.
SEE DRAWING C-05 FOR TYPICAL TUNNEL CROSS-SECTIONS.
3.
TYPE 3 - REINFORCEMENT SEAL
2.
ESTABLISH AND MAINTAIN SETTLING BASINS AS NECESSARY TO COLLECT SEDIMENT AND DEBRIS DURING CONSTRUCTION.
3.
SEE REPAIR QUANTITIES TABLE FOR DEFECT AND REPAIR CLOCK POSITIONS.
4.
CLOCK POSITIONS ARE REFERENCED LOOKING UPSTREAM.
4.
TYPE 4 - REINFORCEMENT SPACER SEAL
5.
TYPE 5 - CONCRETE SURFACE REPAIR, > 4"
6.
TYPE 6 - INVERT REPAIR
7.
TYPE 7 - INSTALL MANHOLE STEP
8.
TYPE 8 - ABANDON TAP
9.
TYPE 9 - LIMESTONE BLOCK JOINT REPAIR
10.
TYPE 10 - ACCESS HATCH REPAIR
11.
REMOVE CONCRETE DEBRIS
12.
REMOVE MANHOLE CASTINGS
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
Project Office:
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
Scale
AS SHOWN
Date
10/9/2020
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
STA. 28+65 TO 33+00 REPAIRS PLAN AND PROFILE
CLIENT PROJECT No. DWG. No.
C-10
REV. No.
0
2 C-1 SEE
REPAIR QUANTITIES TABLE
0 38+
00
37+
36+
W
FLO
33+10
SURFACE DAMAGE - REINFORCEMENT CORRODED
33+65
MISSING MANHOLE STEPS
34+20
SURFACE DAMAGE - REINFORCEMENT CORRODED
12
34+60
SURFACE DAMAGE - REINFORCEMENT VISIBLE
11
00
00 35+
MATCH L
33+00
BNS
INE STA .
F RA
33+00 (S
ILRO AD
EE C-10 )
PLAN: STA. 33+00 TO 38+00
N
1 -
PIPE TRANSITION STA. 33+62
0
780
770
800
MANHOLE STA. 35+86
PIPE TRANSITION STA. 33+34
790
80
HORZ. SCALE IN FEET
EXISTING GROUND
MANHOLE STA. 33+65
800
40
CLOCK FROM
DEFECT
0
MANHOLE (TYPICAL)
34+00
END STATION
TA. ES L IN H C MAT
00 ( 38+
BEGIN STATION
CLOCK TO
LENGTH (LF)
SURFACE AREA (SF)
EACH
15
12
9
1
TYPE
REPAIR TYPE
5
CONCRETE SURFACE REPAIR, >4"
7
INSTALL MANHOLE STEP
5
5
CONCRETE SURFACE REPAIR, >4"
2
3
REINFORCEMENT SEAL
34+91
SURFACE DAMAGE - REINFORCEMENT VISIBLE
12
35+00
VISIBLE METAL SPACERS
12
2
35+17
CRACKING
12
35+17
SURFACE DAMAGE - REINFORCEMENT VISIBLE
12
35+86
MISSING MANHOLE STEPS
36+00
SURFACE DAMAGE - REINFORCEMENT CORRODED
36+18
CRACKING
36+18
VISIBLE METAL SPACERS
12
36+48
VISIBLE METAL SPACERS
12
36+48
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
36+60
DEBRIS (RUBBLE)
36+60
CRACKING
10
2
1
CRACK REPAIR
36+60
SURFACE DAMAGE - REINFORCEMENT CORRODED
10
2
60
5
CONCRETE SURFACE REPAIR, >4"
36+72
SURFACE DAMAGE - REINFORCEMENT CORRODED
10
2
40
5
CONCRETE SURFACE REPAIR, >4"
36+89
SURFACE DAMAGE - REINFORCEMENT CORRODED
10
2
30
5
CONCRETE SURFACE REPAIR, >4"
37+03
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
2
3
REINFORCEMENT SEAL
37+10
SURFACE DAMAGE - REINFORCEMENT CORRODED
12
60
5
CONCRETE SURFACE REPAIR, >4"
37+22
CRACKING
37+22
SURFACE DAMAGE - REINFORCEMENT VISIBLE
12
37+69
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
37+84
SURFACE DAMAGE - REINFORCEMENT CORRODED
10
37+84
CRACKING
37+84
SURFACE DAMAGE - REINFORCEMENT VISIBLE
1
2
38+00
SURFACE DAMAGE - REINFORCEMENT CORRODED
11
1
10 20 2 8
10
3
7
9
30
REINFORCEMENT SEAL REINFORCEMENT SPACER SEAL
1
CRACK REPAIR
3
REINFORCEMENT SEAL
7
INSTALL MANHOLE STEP
5
CONCRETE SURFACE REPAIR, >4"
1
CRACK REPAIR
20
4
REINFORCEMENT SPACER SEAL
10
4
REINFORCEMENT SPACER SEAL
20
2
2
3 4
3 1
6
3
20
40
11
REINFORCEMENT SEAL REMOVE DEBRIS
1
CRACK REPAIR
8
3
REINFORCEMENT SEAL
10
3
REINFORCEMENT SEAL
60
5
CONCRETE SURFACE REPAIR, >4"
30
1
CRACK REPAIR
4
3
REINFORCEMENT SEAL
100
5
CONCRETE SURFACE REPAIR, >4"
790
780
770
760
760
0.8%
0.7% 750
750 10'-6" x 9'-0" C.I.P. CONC. RECTANGULAR BOX
740
740
730 33+00
34+00
35+00
36+00
730 38+00
37+00
10'-0" x 10'-0" LIMESTONE BLOCK
2
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C11.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:11 PM
10'-0" x 10'-6" C.I.P. CONC. ARCH
PROFILE: STA. 33+00 TO 38+00
-
0
40
80
HORZ. SCALE IN FEET
0
20
40
VERT. SCALE IN FEET
LEGEND STORM SEWER REPAIR TYPES 1.
TYPE 1 - CRACK REPAIR
NOTES:
2.
TYPE 2 - CONCRETE SURFACE REPAIR, 1/8" - 2"
1.
SEE DRAWING C-05 FOR TYPICAL TUNNEL CROSS-SECTIONS.
3.
TYPE 3 - REINFORCEMENT SEAL
2.
ESTABLISH AND MAINTAIN SETTLING BASINS AS NECESSARY TO COLLECT SEDIMENT AND DEBRIS DURING CONSTRUCTION.
3.
SEE REPAIR QUANTITIES TABLE FOR DEFECT AND REPAIR CLOCK POSITIONS.
4.
CLOCK POSITIONS ARE REFERENCED LOOKING UPSTREAM.
4.
TYPE 4 - REINFORCEMENT SPACER SEAL
5.
TYPE 5 - CONCRETE SURFACE REPAIR, > 4"
6.
TYPE 6 - INVERT REPAIR
7.
TYPE 7 - INSTALL MANHOLE STEP
8.
TYPE 8 - ABANDON TAP
9.
TYPE 9 - LIMESTONE BLOCK JOINT REPAIR
10.
TYPE 10 - ACCESS HATCH REPAIR
11.
REMOVE CONCRETE DEBRIS
12.
REMOVE MANHOLE CASTINGS
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
STA. 33+00 TO 38+00 REPAIRS PLAN AND PROFILE
CLIENT PROJECT No. DWG. No.
C-11
REV. No.
0
+0 0 44
-13) BNSF RAILROAD
0 (S 3+0 A. 4
EE C
BEGIN STATION
0
ST INE CHL
43+0
42+00 FLOW
40+00
MAT
41+00 MANHOLE (TYPICAL)
INE CHL MAT
00
39+
. STA
00 38+
38+ 00 ( 1) C-1 SEE
PLAN: STA. 38+00 TO 43+00
N
1 -
0
40
80
HORZ. SCALE IN FEET
800
790 MANHOLE STA. 39+45
EXISTING GROUND
790 MANHOLE STA. 42+94
PIPE TRANSITION STA. 42+73
800
780
770
760
760 0.3% 11'-4" x 11'-4" C.I.P. CONC. HORSESHOE (STA. 33+62 TO 42+73)
750
750
39+00
40+00
41+00
SURFACE AREA (SF)
EACH
TYPE
REPAIR DESCRIPTION
3
3
REINFORCEMENT SEAL
SURFACE DAMAGE - REINFORCEMENT CORRODED
20
5
CONCRETE SURFACE REPAIR, >4"
38+57
CRACKING
38+57
SURFACE DAMAGE - REINFORCEMENT VISIBLE
38+84 38+84
38+95
38+95
9 10
CRACKING
3
SURFACE DAMAGE - REINFORCEMENT VISIBLE
3
50 2
38+95
39+17
39+26
1
CRACK REPAIR
2
3
REINFORCEMENT SEAL
1
CRACK REPAIR
2
3
REINFORCEMENT SEAL
1
CRACK REPAIR
2
3
REINFORCEMENT SEAL
10
CRACKING
38+84
40
SURFACE DAMAGE - REINFORCEMENT VISIBLE SURFACE DAMAGE - REINFORCEMENT CORRODED
3 10
150
2
MISSING MANHOLE STEPS
8
39+32
SURFACE DAMAGE - REINFORCEMENT CORRODED
39+32
CRACKING 39+80
EXPOSED TUNNEL (NO SOIL COVER)
20
12 9
3
100
10
2
35
40
5
CONCRETE SURFACE REPAIR, >4"
7
INSTALL MANHOLE STEP
5
CONCRETE SURFACE REPAIR, >4"
1
CRACK REPAIR SEE SHEET C-17
39+73
DEBRIS (MANHOLE CASTING)
39+83
CRACKING
10
2
39+83
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
2
2
20
6
1
REMOVE DEBRIS 1
CRACK REPAIR
3
REINFORCEMENT SEAL
39+91
DEBRIS (MANHOLE CASTING)
40+00
SURFACE DAMAGE - REINFORCEMENT CORRODED
40+00
CRACKING
40+29
SURFACE DAMAGE - REINFORCEMENT VISIBLE
40+30
DEBRIS (MANHOLE CASTING)
40+56
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
40+56
CRACKING
10
40+59
DEBRIS (MANHOLE CASTING)
6
40+80
DEBRIS (MANHOLE CASTING)
6
40+80
CRACKING
7
5
41+00
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
6
41+12
VISIBLE METAL SPACERS
12
41+40
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
6
41+40
CRACKING
9
3
41+57
SURFACE DAMAGE - REINFORCEMENT VISIBLE
12
41+62
VISIBLE METAL SPACERS
12
41+62
CRACKING
9
3
20
41+80
CRACKING
7
5
10
1
CRACK REPAIR
10
2
6
3
REINFORCEMENT SEAL
1
CRACK REPAIR
3
REINFORCEMENT SEAL
6 10 9
5
50 2
10 6
12
CRACK REPAIR
3
REINFORCEMENT SEAL REMOVE DEBRIS (SEE NOTE 5)
3
30
1
20 2 10
SURFACE DAMAGE - REINFORCEMENT VISIBLE
42+00
42+50
CRACKING
9
3
SURFACE DAMAGE - REINFORCEMENT VISIBLE
11
1
4
SURFACE DAMAGE - REINFORCEMENT CORRODED
11
1
30
170
MISSING MANHOLE STEPS
7
CRACK REPAIR REMOVE DEBRIS (SEE NOTE 5)
2
20
REINFORCEMENT SEAL REMOVE DEBRIS (SEE NOTE 5)
3
20
CONCRETE SURFACE REPAIR, >4"
1
3 2
41+69
43+00
REMOVE DEBRIS (SEE NOTE 5)
1
41+80
42+73 730 38+00
LENGTH (LF)
SURFACE DAMAGE - REINFORCEMENT VISIBLE
42+50
740
CLOCK TO
38+46
42+49 740
CLOCK FROM
DEFECT
38+23
39+45
TUNNEL SOIL COVER REPAIRS, SEE SHEET C-17
770
END STATION
39+26
ACCESS VAULT
780
REPAIR QUANTITIES TABLE
1
CRACK REPAIR
3
REINFORCEMENT SEAL
4
REINFORCEMENT SPACER SEAL
3
REINFORCEMENT SEAL
1
CRACK REPAIR
3
REINFORCEMENT SEAL
4
REINFORCEMENT SPACER SEAL
1
CRACK REPAIR
5
CONCRETE SURFACE REPAIR, >4"
7
INSTALL MANHOLE STEP
730 43+00
42+00
10'-6" x 9'-0" C.I.P. CONC. RECTANGULAR BOX (STA. 42+73 TO 53+08)
2
PROFILE: STA. 38+00 TO 43+00
-
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C12.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:20 PM
0
40
80
HORZ. SCALE IN FEET
0
20
40
VERT. SCALE IN FEET
LEGEND STORM SEWER REPAIR TYPES 1.
TYPE 1 - CRACK REPAIR
NOTES:
2.
TYPE 2 - CONCRETE SURFACE REPAIR, 1/8" - 2"
1.
SEE DRAWING C-05 FOR TYPICAL TUNNEL CROSS-SECTIONS.
3.
TYPE 3 - REINFORCEMENT SEAL
2.
ESTABLISH AND MAINTAIN SETTLING BASINS AS NECESSARY TO COLLECT SEDIMENT AND DEBRIS DURING CONSTRUCTION.
4.
TYPE 4 - REINFORCEMENT SPACER SEAL
5.
TYPE 5 - CONCRETE SURFACE REPAIR, > 4"
3.
SEE REPAIR QUANTITIES TABLE FOR DEFECT AND REPAIR CLOCK POSITIONS.
6.
TYPE 6 - INVERT REPAIR
7.
TYPE 7 - INSTALL MANHOLE STEP
4.
CLOCK POSITIONS ARE REFERENCED LOOKING UPSTREAM.
8.
TYPE 8 - ABANDON TAP
5.
9.
TYPE 9 - LIMESTONE BLOCK JOINT REPAIR
REMOVE MANHOLE CASTINGS IS A LUMP SUM QUANTITY. THE NUMBER OF CASTINGS (EACH) PROVIDED IN THE REPAIR QUANTITIES TABLE IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR TO ASSUME CASTINGS ARE NOT EMBEDDED IN TUNNEL INVERT. IF CASTINGS ARE EMBEDDED IN INVERT, OWNER AND ENGINEER SHALL EVALUATE IF REMOVAL IS NECESSARY. IF REMOVAL IS DEEMED NECESSARY, THE CONTRACTOR SHALL PROVIDE A COST TO PERFORM THE WORK.
10.
TYPE 10 - ACCESS HATCH REPAIR
11.
REMOVE CONCRETE DEBRIS
12.
REMOVE MANHOLE CASTINGS
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
ISSUED FOR BID AND CONSTRUCTION 09/07/21 BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
STA. 38+00 TO 43+00 REPAIRS PLAN AND PROFILE
CLIENT PROJECT No. DWG. No.
C-12
REV. No.
0
48+00 (S
4) EE C-1
REPAIR QUANTITIES TABLE
MANHOLE (TYPICAL)
TA. LINE S MATCH
48+00 47+00 46+00
45+00
44 +0 0
FLOW
BEGIN STATION
END STATION
43+10
43+13
C MAT E HLIN S TA
SEE
00 ( . 43+ )
C-12
N
PLAN: STA. 43+00 TO 48+00
-
0
40
80
SURFACE AREA (SF)
EACH
REPAIR DESCRIPTION
9 3
43+42
CRACKING
9
43+42
SURFACE DAMAGE - REINFORCEMENT VISIBLE
12
43+68
SURFACE DAMAGE - REINFORCEMENT VISIBLE
9
43+68
CRACKING
44+30
MISSING MANHOLE STEPS
44+40
CRACKING
44+55
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
44+68
SURFACE DAMAGE - REINFORCEMENT VISIBLE
10
2
44+70
CRACKING
10
2
20
1
CRACK REPAIR
45+00
CRACKING
10
2
50
1
CRACK REPAIR
10
4
TYPE
CRACKING
11
2
3 1
CRACK REPAIR
100
1
CRACK REPAIR
6
3
REINFORCEMENT SEAL
4
3
REINFORCEMENT SEAL
20 7
3
REINFORCEMENT SEAL
40
20 2
1
CRACK REPAIR
7
INSTALL MANHOLE STEP
1
CRACK REPAIR
4
3
REINFORCEMENT SEAL
3
3
REINFORCEMENT SEAL
DAMAGED INVERT
6
900
6
INVERT REPAIR
45+91
CRACKING
9
10
1
CRACK REPAIR
46+27
CRACKING
9
20
1
CRACK REPAIR
CRACKING
9
60
1
CRACK REPAIR
CRACKING
7
5
20
1
CRACK REPAIR
10
3
47+07
1
LENGTH (LF)
SURFACE DAMAGE - REINFORCEMENT VISIBLE
46+68 0
CLOCK TO
43+21
45+00
43+0
CLOCK FROM
DEFECT
53+08
47+14
47+25
SURFACE DAMAGE - REINFORCEMENT VISIBLE
47+36
MISSING MANHOLE STEPS
47+41
DEFECTIVE TAP - 36"
47+41
CRACKING
11
47+41
SURFACE DAMAGE - REINFORCEMENT VISIBLE
11
47+87
CRACKING
2
47+87
DEFECTIVE TAP - 36"
47+95
CRACKING
1
2
3
REINFORCEMENT SEAL
9
7
INSTALL MANHOLE STEP
1
8
ABANDON TAP
1
CRACK REPAIR
3
REINFORCEMENT SEAL
1
CRACK REPAIR
40 4 60 1
9
3
30
8
ABANDON TAP
1
CRACK REPAIR
HORZ. SCALE IN FEET
800
MANHOLE STA. 44+30
790
780
MANHOLE STA. 47+36
800
EXISTING GROUND
790
780
770
770
760
760
0.9%
0.3%
750
750 10'-0" x 9'-0" C.I.P. CONC. RECTANGULAR BOX (STA. 42+73 TO 53+08)
740
740
730 43+00
44+00
45+00
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C13.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:23 PM
2
46+00
730 48+00
47+00
PROFILE: STA. 43+00 TO 48+00
-
0
40
80
HORZ. SCALE IN FEET
0
20
40
VERT. SCALE IN FEET
LEGEND STORM SEWER REPAIR TYPES 1.
TYPE 1 - CRACK REPAIR
NOTES:
2.
TYPE 2 - CONCRETE SURFACE REPAIR, 1/8" - 2"
1.
SEE DRAWING C-05 FOR TYPICAL TUNNEL CROSS-SECTIONS.
3.
TYPE 3 - REINFORCEMENT SEAL
2.
ESTABLISH AND MAINTAIN SETTLING BASINS AS NECESSARY TO COLLECT SEDIMENT AND DEBRIS DURING CONSTRUCTION.
3.
SEE REPAIR QUANTITIES TABLE FOR DEFECT AND REPAIR CLOCK POSITIONS.
4.
CLOCK POSITIONS ARE REFERENCED LOOKING UPSTREAM.
4.
TYPE 4 - REINFORCEMENT SPACER SEAL
5.
TYPE 5 - CONCRETE SURFACE REPAIR, > 4"
6.
TYPE 6 - INVERT REPAIR
7.
TYPE 7 - INSTALL MANHOLE STEP
8.
TYPE 8 - ABANDON TAP
9.
TYPE 9 - LIMESTONE BLOCK JOINT REPAIR
10.
TYPE 10 - ACCESS HATCH REPAIR
11.
REMOVE CONCRETE DEBRIS
12.
REMOVE MANHOLE CASTINGS
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
STA. 43+00 TO 48+00 REPAIRS PLAN AND PROFILE
CLIENT PROJECT No. DWG. No.
C-13
REV. No.
0
REPAIR QUANTITIES TABLE UPSTREAM EXTENTS OF REPAIR PROJECT (STA. 52+80)
MANHOLE (TYPICAL)
BEGIN STATION
0 53+0
0
52+0
LINE S MATCH
51+00
FLOW
50+00
49+00
0 TA. 48+
48+00
0 (SEE
OAD BNSF RAILR
C-13)
PLAN: STA. 48+00 TO 52+80
N
1 -
0
40
80 MANHOLE STA. 52+25
HORZ. SCALE IN FEET
800 EXISTING GROUND
800
790
790
780
780
770
END STATION
CLOCK FROM
DEFECT
48+15
SURFACE DAMAGE - REINFORCEMENT VISIBLE
48+34
CRACKING
48+48
SURFACE DAMAGE - REINFORCEMENT VISIBLE
48+58
SURFACE DAMAGE - REINFORCEMENT VISIBLE
48+58
CRACKING
12
48+74
CRACKING
10
CLOCK TO
LENGTH (LF)
2
50
3 9
REINFORCEMENT SEAL
1
CRACK REPAIR
4
3
REINFORCEMENT SEAL
4
3
REINFORCEMENT SEAL CRACK REPAIR
12
20
1
CRACK REPAIR
2
35
1
CRACK REPAIR
20
1
CRACK REPAIR
CRACKING
10
CRACKING
6
49+46
SURFACE DAMAGE - REINFORCEMENT VISIBLE
49+58
CRACKING
12
49+90
CRACKING
10
50+00
SURFACE DAMAGE - REINFORCEMENT VISIBLE
50+00
CRACKING
50+30
SURFACE DAMAGE - REINFORCEMENT VISIBLE
50+00
CRACKING
10
2
50+72
CRACKING
10
2
50+76
CRACKING
3
51+10
CRACKING
9
51+47
CRACKING
9
51+76
CRACKING
6
52+10
SURFACE DAMAGE - REINFORCEMENT VISIBLE
11
52+15
SURFACE DAMAGE - REINFORCEMENT CORRODED
11
52+25
SURFACE DAMAGE - REINFORCEMENT CORRODED
11
52+25
MISSING MANHOLE STEPS
52+35
DAMAGED TAP
52+53
CRACKING
52+53
SURFACE DAMAGE - REINFORCEMENT VISIBLE
52+75
CRACKING
4
2
3
REINFORCEMENT SEAL
40
1
CRACK REPAIR
20
1
CRACK REPAIR
3
3
REINFORCEMENT SEAL
1
CRACK REPAIR
3
3
REINFORCEMENT SEAL
40
1
CRACK REPAIR
20
1
CRACK REPAIR
20
1
CRACK REPAIR
3
10
1
CRACK REPAIR
3
20
1
CRACK REPAIR
2
2 2
40
2
20
1
CRACK REPAIR
4
3
REINFORCEMENT SEAL
2
20
5
CONCRETE SURFACE REPAIR, >4"
2
30
5
CONCRETE SURFACE REPAIR, >4"
10
7
INSTALL MANHOLE STEP
1
8
ABANDON TAP
1
CRACK REPAIR
3
REINFORCEMENT SEAL
1
CRACK REPAIR
2
9 4
50
2
30
4
2 10
3
REPAIR DESCRIPTION
1
48+91
10
TYPE
20
49+13
10
EACH
4
3 10
SURFACE AREA (SF)
UPSTREAM EXTENTS OF REPAIR PROJECT (STA. 52+80)
770
1.1% 760
760
750
750
10'-6" x 9'-0" C.I.P. CONC. RECTANGULAR BOX (STA. 42+73 TO 53+08)
740
740
730 48+00
49+00
50+00
2
51+00
730 53+00
52+00
PROFILE: STA. 48+00 TO 52+80
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C14.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:24 PM
-
0
40
80
HORZ. SCALE IN FEET
0
20
40
VERT. SCALE IN FEET
LEGEND STORM SEWER REPAIR TYPES 1.
TYPE 1 - CRACK REPAIR
NOTES:
2.
TYPE 2 - CONCRETE SURFACE REPAIR, 1/8" - 2"
1.
SEE DRAWING C-05 FOR TYPICAL TUNNEL CROSS-SECTIONS.
3.
TYPE 3 - REINFORCEMENT SEAL
2.
ESTABLISH AND MAINTAIN SETTLING BASINS AS NECESSARY TO COLLECT SEDIMENT AND DEBRIS DURING CONSTRUCTION.
3.
SEE REPAIR QUANTITIES TABLE FOR DEFECT AND REPAIR CLOCK POSITIONS.
4.
CLOCK POSITIONS ARE REFERENCED LOOKING UPSTREAM.
4.
TYPE 4 - REINFORCEMENT SPACER SEAL
5.
TYPE 5 - CONCRETE SURFACE REPAIR, > 4"
6.
TYPE 6 - INVERT REPAIR
7.
TYPE 7 - INSTALL MANHOLE STEP
8.
TYPE 8 - ABANDON TAP
9.
TYPE 9 - LIMESTONE BLOCK JOINT REPAIR
10.
TYPE 10 - ACCESS HATCH REPAIR
11.
REMOVE CONCRETE DEBRIS
12.
REMOVE MANHOLE CASTINGS
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
STA. 48+00 TO 52+80 REPAIRS PLAN AND PROFILE
CLIENT PROJECT No. DWG. No.
C-14
REV. No.
0
CONCRETE LINER
EXISTING SOIL CRACK
INJECTION PORT
CORRODED REINFORCEMENT SPACER (TYP)
TYPE 3 REPAIR MORTAR
30°
4"
TYPE 2 REPAIR MORTAR
DRILL CRACK SEALING HOLES AT 3" FROM ALTERNATE SIDES. INTERSECT CRACK A MINIMUM OF 4" INTO THE LINER.
PREPARE AND COAT EXPOSED REINFORCEMENT
2" MAX. DEPTH
3"
CONCRETE LINER
12" MAX .
SAWCUT FOR FULL DEPTH OF REPAIR, OR 1" MAX. SEE
7
CONCRETE LINER
-
10" CRACK EXTENT
NOTES: NOTES: NOTES: 1.
UTILIZE HYDROPHOBIC GROUT AS REQUIRED IN THE SPECIFICATIONS.
1
DETAIL: TYPE 1 - CRACK REPAIR
-
N.T.S.
2 -
PREPARE REINFORCEMENT AND EXISTING CONCRETE.
2.
COAT REINFORCEMENT WITH MASTER PROJECT PS100AP OR ENGINEER APPROVED EQUAL.
NOTES:
1.
PREPARE EXISTING CONCRETE.
2.
INSTALL TYPE 2 REPAIR MORTAR PER MANUFACTURER'S RECOMMENDATIONS.
3.
1.
3.
INSTALL TYPE 2 REPAIR MORTAR FLUSH WITH TUNNEL OR 3/8" MINIMUM.
INSTALL TYPE 3 REPAIR MORTAR 1/8" MINIMUM THICKNESS AND PER MANUFACTURER'S RECOMMENDATIONS.
1.
PREPARE REINFORCEMENT.
2.
COAT REINFORCEMENT WITH MASTER PROJECT PS100AP OR ENGINEER APPROVED EQUAL.
DETAIL: TYPE 2 - CONCRETE SURFACE REPAIR, 1/8" TO 2"
3
DETAIL: TYPE 3 - REINFORCEMENT SEAL
4
DETAIL: TYPE 4 - REINFORCEMENT SPACER SEAL
N.T.S.
-
N.T.S.
-
N.T.S.
CONCRETE LINER REMOVE CONCRETE ALONG REINFORCING (TO EXPOSE NON-CORRODED REINFORCING) #3 DOWEL W/STD 90° HOOK @ 1'6" MAX. LONGITUDINAL SPACING HILTI HIT-RE 500 EPOXY ANCHORING SYSTEM 1
C.I.P CONCRETE
1" MIN
REMOVE 1" MIN. CONCRETE BEHIND REINFORCING
BROOM FINISH
3" MAX
EXISTING TUNNEL
PREPARE EXPOSED REINFORCING
SAWCUT EDGES 1" MIN. (TYP) SAWCUT TO 1" MIN. SEE
SAWCUT EXTENT FOR FULL DEPTH OF REPAIR, OR 1" MAX., LIMITS TO BE DETERMINED BY ENGINEER IN FIELD.
7 -
9'-0" PREPARE SURFACE BY CLEANING EXISTING INVERT AND REMOVING DEBRIS
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C15.DWG PLOT SCALE: 1:2 PLOT DATE: 9/7/2021 5:07 PM
EXTENT OF DEFECT
5 -
NOTES:
NOTES:
1.
PREPARE EXISTING CONCRETE AND REINFORCEMENT.
1.
2.
COAT REINFORCING WITH MASTER PROJECT PS100AP OR ENGINEER APPROVED EQUAL.
EMBED DOWELS 3-3/8" INTO EXISTING CONCRETE INVERT WITH HILTI HIT-RE 500 EPOXY ANCHORING SYSTEM PER MANUFACTURER'S RECOMMENDATIONS.
2.
MAINTAIN 1.5" OF CONCRETE CLEAR COVER OVER DOWELS.
3.
USE WWF 94x4-WI.4xWI FOR OVERHEAD CONDITIONS AND AS NEEDED FOR VERTICAL APPLICATIONS.
3.
NO ACTIVE INFILTRATION OR FLOW IS ALLOWED IN INVERT REPAIR PLACEMENT AREA. SEAL INFILTRATION WITH CHEMICAL GROUT AS REQUIRED.
4.
PROVIDE CONSTRUCTION JOINTS EVERY 40 FEET. STAGGER JOINTS, INSTALL RX WATERSTOPS AT JOINTS.
4.
TIE WWF TO ANCHOR BOLTS. MINIMUM 1" COVER FOR WWF.
5.
SURFACE RECEIVING SHOTCRETE SHALL BE SATURATED SURFACE DRY. NO SHOTCRETE SHALL BE PLACED OVER ACTIVE INFILTRATION.
6.
INSTALL SHOTCRETE FLUSH TO EXISTING TUNNEL LINER OR 1" MINIMUM.
DETAIL: TYPE 5 - CONCRETE SURFACE REPAIR, >4"
DEFECT
6
N.T.S.
-
1" MAX. OFFSET
WWF SEE NOTES SHOTCRETE 1" MINIMUM COVER
REMOVE EXISTING CONCRETE TO FULL DEPTH OF REPAIR, OR 1" MAX., BETWEEN SAWCUT & DEFECT
DETAIL: TYPE 6 - INVERT REPAIR
7
DETAIL: CONCRETE SURFACE REPAIR - SAWCUT
N.T.S.
-
N.T.S.
ISSUED FOR BID AND CONSTRUCTION 09/07/21 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
CONCRETE REPAIR SECTIONS AND DETAILS
CLIENT PROJECT No. DWG. No.
C-15
REV. No.
0
EXISTING LIMESTONE BLOCK ABANDONMENT GROUT
C
HYDROPHOBIC GROUT AND OAKUM (SEE NOTE 4)
3' MIN.
3W MIN.
B
A
W VARIES
D
TAP
TUCKPOINT MORTAR
CONCRETE LINER PREPARE JOINT (SEE NOTE 2)
TYPICAL REINFORCED PLASTIC STEP
TYPICAL STEP ALIGNMENT
MORTAR REPAIR NOTES:
NOTES: A
B
C
D 1.
2.
STEPS SHALL BE SPACED AT A MAXIMUM DESIGN DISTANCE OF 16 IN. APART.
3.
THE MNDOT OFFICE OF MATERIALS, RESEARCH AND ENGINEERING WILL MAINTAIN A LISTING OF APPROVED MANHOLE STEPS. STEEL REINFORCED PLASTIC STEPS ARE REQUIRED FOR THIS PROJECT.
NOTES:
STEPS SHALL HAVE A MINIMUM CROSS SECTION DIMENSION OF 1 IN.
4.
EXCEPT AS OTHERWISE NOTED ON THIS PLATE, STEPS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C478
MINIMUM VERTICAL SIDE DIMENSION TO PREVENT FOOT FROM SLIPPING OFF IS 1/2''.
5.
STEPS SHALL BE EMBEDDED IN THE RISER OR CONICAL TOP SECTION WALL A MINIMUM DISTANCE OF 3 IN.
6.
THE RUNG OR CLEAT SHALL PROJECT A MINIMUM CLEAR DISTANCE OF 4 IN. FROM THE WALL OF THE RISER OR CONE SECTION MEASURED FROM THE POINT OF EMBEDMENT.
7.
THE MIN. CLEAR DISTANCE BETWEEN THE RUNG OR CLEAT AND THE OPOSITE WALL OF THE MANHOLE RISER OR CONE SHALL BE 18 IN. MEASURED AT THE CENTER FACE OF THE STEP.
THE MINIMUM WIDTH OF RUNGS OR CLEATS SHALL BE 10 IN. STEPS SHOWN ARE BASIC DESIGNS ONLY. FINAL CONFIGURATIONS MAY VARY FROM THESE DRAWINGS. VARIATIONS IN THE ABOVE DESIGNS WHICH WILL NOT DECREASE STRENGTH WILL BE PERMITTED.
-
CLEAN EXISTING LIMESTONE BLOCKS FROM OIL, GREASE, DUST, ENCRUSTATIONS AND ANY OTHER LOOSE OR UNSOUND MATERIAL TO A DEPTH OF 3 TIMES THE JOINT WIDTH MIN.
3.
EXISTING LIMESTONE BLOCK SURFACE SHALL BE SATURATED SURFACE DRY PRIOR TO INSTALLATION OF TUCKPOINTING MORTAR.
SUBMIT FOR APPROVAL TAP ABANDONMENT GROUT MIX DESIGN.
2.
REMOVE LOOSE DEBRIS AND UNSOUND MATERIAL FROM WITHIN PIPE.
3.
FULLY FILL TAP WITH ABANDONMENT GROUT TO A DEPTH OF 3 FEET MINIMUM BEYOND THE LINER FACE.
4.
PLUG ALL ACTIVE INFILTRATION WITH HYDROPHOBIC GROUT AND OAKUM AS NECESSARY TO ACHIEVE A SATURATED SURFACE DRY CONDITION.
4.
ABANDONMENT GROUT SHALL BE FINISHED FLUSH WITH LINER FACE.
5.
INSTALL TUCKPOINTING MORTAR TO A DEPTH OF 3 TIMES THE JOINT WIDTH MIN. AND IN LIFTS NOT EXCEEDING ½ INCH.
5.
TAP DIAMETER VARIES BY LOCATION.
6.
CURE PER ACI AND MANUFACTURER'S RECOMMENDATIONS.
7.
SEE SPECIFICATION SECTION 04 05 00 (TUCKPOINTING) FOR REQUIREMENTS.
DETAIL: TYPE 7 - INSTALL MANHOLE STEP N.T.S.
JOINT WIDTH VARIES BETWEEN ½ AND 2 INCHES.
2.
1.
2 1
1.
-
DETAIL: TYPE 8 - ABANDON TAP N.T.S.
3
MN/DOT STD. PLATE 4180J
DETAIL: TYPE 9 - LIMESTONE BLOCK JOINT REPAIR N.T.S.
-
0
1
2
SCALE IN FEET
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C16.DWG PLOT SCALE: 1:2 PLOT DATE: 9/7/2021 5:08 PM
WELD ALUMINUM CHANNEL BACK IN PLACE
ADJUST GAS CYLINDERS
WELD ALUMINUM LOCK GUARD TO VAULT DOOR
1.
PERFORM ACCESS HATCH REPAIRS AS SUMMARIZED IN TABLE.
2.
ADJUST GAS CYLINDERS AS NECESSARY PER MANUFACTURER'S RECOMMENDATIONS.
3. 4.
4 -
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
DATE
REVISION DESCRIPTION
DATE 09/07/21
BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
CLIENT
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
REPLACE MISSING HANDLE
NOTES:
CLEAN HATCH CHANNEL
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
VAULT
REPAIRS
ADJUST GAS CYLINDERS
CLEAN HATCH CHANNEL
0+55
N/A
X
X
11+13
N/A
X
X
57+25
N/A
X
X
95+00
CHANNEL & LOCK GUARD WELDING, REPLACE MISSING HANDLE
X
X
CLEAN HATCH CHANNELS OF DEBRIS. ENSURE DOORS SWING FREELY AND CLOSE FLUSH WITH THE EXISTING FRAMES.
ISSUED FOR BID AND CONSTRUCTION 09/07/21
DETAIL: TYPE 10 - ACCESS HATCH REPAIR N.T.S.
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
MISSCELANEOUS REPAIRS SECTIONS AND DETAILS
CLIENT PROJECT No. DWG. No.
C-16
REV. No.
0
0
53+0 0
52+0 51+00 50+00
49+00 48+00 47+00
46+00 45+00
UNION PACIFIC RAILROAD COMPANY
44 +0 0
OLITAN METROP IL COUNC
BNSF RAILWAY CO
X X
TBI MAINLINE ALIGNMENT
0+00
GRADING EXTENTS 42+00
ORANGE SAFETY FENCE 41+00 X
X
39
1+00
00
X
X
X
X
X
X
X
X
X
X
X
38+
X
X
X
X
UNIVAR
X
X
X
X
X
40+00
+00
X
0 43+0
UNIVAR USA INC 1+50
CHICAGO M OMAHA R SP R CO.
X
TUNNEL SOIL COVER REPAIRS, SEE SHEET C-18
ST.
0
0 37+
E. C
X
AYU
GA
CONSTRUCTION LIMITS X
X X X X
X X
RS
X
UNIVAR HEALTH PARTNE
BL VD .
UNIVAR ENTRANCE GATE
X
PH AL EN
EXISTING FENCE
ST PAUL PW TERRACE CT POND
X CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C17.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:30 PM . . BAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50
X X
TUNNEL SOIL COVER REPAIRS
N
1 -
0
50
100
NOTES:
HORZ. SCALE IN FEET
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT 08/20/21-----REPORT WAS PREPARED BY ME OR UNDER MY DIRECT BID ---09/07/21--SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE CONSTRUCTION ------OF MINNESOTA. PRINTED NAME
-------------
JOSEPH A. WELNA
SIGNATURE
NO. BY CHK. APP.
DATE
REVISION DESCRIPTION
DATE 09/07/21
LICENSE #
Project Office:
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE SUITE 200 MINNEAPOLIS, MN 55435
49911
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
Scale
AS SHOWN
Date
10/9/2020
1.
COORDINATE WITH UNIVAR AND BNSF REGARDING WORK SCHEDULE AND ACCESS. CONTRACTOR RESPONSIBLE FOR RETAINING FLAGGER (IF NECESSARY) AND ASSOCIATED COSTS.
2.
COMPLETE BNSF TRAINING TO WORK ADJACENT TO TRACKS.
3.
OWNER WILL OBTAIN TEMPORARY OCCUPANCY PERMIT FROM BNSF AND WRITTEN APPROVAL FROM UNIVAR TO ACCESS PROPERTY.
ISSUED FOR BID AND CONSTRUCTION 09/07/21 BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
TUNNEL SOIL COVER REPAIRS PLAN
CLIENT PROJECT No. DWG. No.
C-17
REV. No.
0
UNIVAR USA INC
BNSF RAILWAY CO
40+00
25'
X
BNSF RAILWAY CO
X X
METROPOLITAN COUNCIL
X
X X
TOP OF TUNNEL EL. 766.4' STA. 39+80
78 0
77 X
0
CLEAR AND GRUB GRADING LIMITS (980 SF)
X
EXPOSED TUNNEL (STA. 39+45 TO 39+80) X
1+50 X
1+00
0+00 X X
X
39+50
EXISTING VAULT T.O.C. 769.3'
X
X
ORANGE SAFETY FENCE
X
TOP OF TUNNEL EL. 766.2' STA. 39+45
25'
X
X X
1
PLAN: TUNNEL SOIL COVER REPAIRS
N
-
CL
INSTALL 3" MIN. LEAN CONCRETE PROTECTIVE CAP BETWEEN STA. 39+45 AND 39+80
CRACK SEAL LONGITUDINAL CRACK (35 L.F.) 3'
0
10
20
HORZ. SCALE IN FEET
EXPOSED TUNNEL
TUNNEL SOIL COVER REPAIR WORK SCOPE
EXISTING GROUND
790 EXISTING GROUND
ORANGE SAFETY FENCE 9" MNDOT CLASS 1 RIPRAP TUNNEL REPAIRS, SEE CENTERLINE RAILROAD TRACKS
CL
770
780
1
COORDINATE WITH UNIVAR AND BNSF REGARDING WORK SCHEDULE AND ACCESS. CONTRACTOR RESPONSIBLE FOR RETAINING FLAGGER (IF NECESSARY) AND ASSOCIATED COSTS.
2.
COMPLETE BNSF TRAINING TO WORK ADJACENT TO TRACKS.
3.
OWNER WILL OBTAIN TEMPORARY OCCUPANCY PERMIT FROM BNSF AND WRITTEN APPROVAL FROM UNIVAR TO ACCESS PROPERTY.
4.
INSTALL ORANGE SAFETY FENCE. ALL WORK TO OCCUR EAST OF FENCE. NO OPERATIONS SHALL CROSS FENCE.
5.
PERFORM CLEARING AND GRUBBING WITHIN GRADING LIMITS AND ACCESS DOWN SLOPE.
6.
EXPOSE TOP OF TUNNEL AS SHOWN IN DETAIL 1. ENGINEER TO INSPECT TOP OF TUNNEL.
7.
SEAL LONGITUDINAL CRACK AND ANY OTHER CRACKS IDENTIFIED BY ENGINEER.
8.
PLACE AND COMPACT GRANULAR BACKFILL. BUCKET TAMP MATERIAL OVER TUNNEL.
9.
PLACE NONWOVEN GEOTEXTILE OVER GRANULAR BACKFILL. ANCHOR GEOTEXTILE AS NECESSARY.
-
EXISTING VAULT T.O.C. EL. 769.3 0.5%
EL. 768.76
770
1.5
12' MIN.
X
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C18_4.DWG PLOT SCALE: 1:2 PLOT DATE: 9/7/2021 5:33 PM . . BAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50
780
1 GRANULAR BACKFILL (MNDOT 3149)
760
750
1.
790
760
FIELD FIT TOE OF SLOPE TO MAXIMIZE COVER OVER PIPE AND STAY EAST OF SAFETY FENCE
745 0+00
750
0+25
0+50
0+75
1+00
745 1+50
1+25
10. PLACE RIPRAP OVER GEOTEXTILE.
2
11. RESTORE UNIVAR PROPERTY TO EXISTING OR BETTER CONDITION.
PROFILE: TUNNEL SOIL COVER REPAIRS
-
0
1
DETAIL: TUNNEL REPAIRS
NOTES:
-
NOT TO SCALE
1.
PROPOSED GRADING NOT SHOWN FOR CLARITY.
2.
CRACK SEALING PERFORMED UNDER SEPARATE LINE ITEM.
PRINTED NAME
REVISION DESCRIPTION
DATE 09/07/21
CLIENT BID
LICENSE #
49911
08/20/21--------09/07/21---
Project Office:
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE SUITE 200 MINNEAPOLIS, MN 55435
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
DATE
20
HORZ. SCALE IN FEET
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
NO. BY CHK. APP.
10
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
Scale
AS SHOWN
Date
08/17/2021
12. INSTALL EROSION CONTROL MAT WITH SEEDING ON SLOPE USED FOR ACCESS.
NOTES: 1.
ISSUED FOR BID AND CONSTRUCTION 09/07/21
APPROXIMATELY 100 CY OF FILL (NEATLINE QUANTITIES)
BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
TUNNEL SOIL COVER REPAIRS PLAN, SECTION, AND DETAILS
CLIENT PROJECT No. DWG. No.
C-18
REV. No.
0
SEDIMENT AND EROSION CONTROL PLAN NARRATIVE PROJECT DESCRIPTION AND LOCATION: THIS PROJECT INCLUDES THE REHABILITATION OF AN EXISTING STORMWATER TUNNEL IN THE CITY OF ST. PAUL THAT DISCHARGES INTO THE MISSISSIPPI RIVER. THE REHABILITATION INCLUDES MORTAR REPAIR AND OTHER MISCELLANEOUS REPAIRS. REPAIRS WILL GENERATE CONSTRUCTION DEBRIS. EROSION CONTROL SHALL BE IMPLEMENTED BY CONTRACTOR THROUGHOUT CONSTRUCTION. ENVIRONMENTALLY SENSITIVE AREAS: THE PROJECT DISCHARGES DIRECTLY TO THE MISSISSIPPI RIVER, WHICH IS AN IMPAIRED WATER FOR MERCURY AND PCBS. NO CONSTRUCTION RELATED LOAD ALLOCATIONS HAVE BEEN DEVELOPED FOR THIS SECTION OF THE MISSISSIPPI RIVER. THERE ARE NO CALCAREOUS FENS, OUTSTANDING RESOURCE VALUE WATERS, OR WETLANDS WITHIN THE PROJECT LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR THE PLACEMENT, IMPLEMENTATION, INSPECTION, MAINTENANCE, AND REMOVAL OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS.
SAND BAGS
LAND FEATURE CHANGES: TOTAL PROJECT AREA DISTURBED: 0.0 ACRES NO CHANGES IN PERVIOUS OR IMPERVIOUS AREA WILL OCCUR.
DIVERSION PIPE
SEDIMENT AND EROSION CONTROL NOTES
SECTION
1.
THE CONTRACTOR MUST IDENTIFY AN EROSION CONTROL SUPERVISOR KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS), ESPECIALLY RELATED TO CONCRETE AND/OR CEMENTITIOUS MATERIAL MIXTURES AND SEDIMENT/DEBRIS MANAGEMENT IN TUNNEL SYSTEM.
2.
THE CONTRACTOR SHALL PROVIDE FOR TEMPORARY AND PERMANENT BMPS AS SPECIFIED AND THEY SHALL BE KEPT IN A FUNCTIONAL CONDITION AT ALL TIMES THROUGHOUT THE PROJECT DURATION. THE BMPS MAY BE MODIFIED AS APPROPRIATE FOR CONSTRUCTION STAGING AS DIRECTED BY THE EROSION CONTROL SUPERVISOR. BMPS MODIFIED FOR CONSTRUCTION STAGING MUST BE RESTORED AS QUICKLY AS POSSIBLE OR PRIOR TO THE NEXT PRECIPITATION EVENT IF THE ACTIVITY IS NOT COMPLETE.
3.
THE CONTRACTOR SHALL PLACE DOWN GRADIENT BMPS PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES. THESE BMPS SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION OF DISTURBED AREAS HAS OCCURRED. ALL BMPS SHALL BE INSPECTED BY THE EROSION CONTROL SUPERVISOR TO ENSURE INTEGRITY AND EFFECTIVENESS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS.
4.
VEHICLE TRACKING OF SEDIMENT FROM THE PROJECT SHALL BE MINIMIZED UTILIZING APPROPRIATE BMPS AS DIRECTED BY THE EROSION CONTROL SUPERVISOR. STREET SWEEPING SHALL BE COMPLETED DAILY IF SEDIMENT IS TRACKED ONTO ROADWAYS.
5.
CEMENTITIOUS MATERIAL WASHOUT MUST BE DISCHARGED TO A CONTAINED LEAK-PROOF BMP FACILITY. THE CEMENTITIOUS MATERIAL WASHOUT SHALL NOT CONTACT THE GROUND AND THERE SHALL NOT BE RUNOFF FROM THE CEMENTITIOUS MATERIAL WASHOUT OPERATIONS OR AREA(S). CEMENTITIOUS MATERIAL WASHOUT WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MINNESOTA POLLUTION CONTROL AGENCY REGULATIONS. A SIGN SHALL BE INSTALLED ADJACENT TO EACH WASHOUT BMP FACILITY TO INFORM OPERATORS TO UTILIZE THE PROPER BMP FACILITY. THE CONTRACTOR SHALL ENCOURAGE ALL CEMENTITIOUS MATERIAL WASHOUTS TO OCCUR AT THE SUPPLIER'S FACILITY.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY CAPTURING CEMENTITIOUS MATERIAL WASTE MATERIAL (BOTH DRY AND WET) WITHIN THE TUNNEL/STAGING AREAS AND DISPOSING OF ANY WASTE SEDIMENT, DEBRIS, AND/OR MATERIAL ACCORDING TO APPLICABLE REGULATIONS. THE CONTRACTOR SHALL ISOLATE THE WORK AREA(S) SO NO WASTE MATERIAL IS DISCHARGED DOWNSTREAM FROM THE PROJECT TO THE MISSISSIPPI RIVER. SHOULD A CONSTANT BASE FLOW BE PRESENT IN THE TUNNEL, THE CONTRACTOR SHALL BE PREPARED TO BYPASS THE FLOW THROUGH THE WORK AREA. REFER TO DETAIL 1 ON THIS SHEET FOR A POSSIBLE WORK AREA ISOLATION METHOD. THE CONTRACTOR SHALL PREPARE A SITE PLAN FOR ENGINEER APPROVAL DETAILING HOW THE WORK AREA(S), BOTH ABOVE AND BELOW GROUND, WILL BE ISOLATED AND HOW WASTE MATERIALS WILL BE HANDLED PRIOR TO PERFORMING ANY WORK.
7.
ANY FUEL, CHEMICALS, OR HAZARDOUS MATERIALS STORED AT THE PROJECT MUST BE PROTECTED BY SECONDARY CONTAINMENT MEASURES IN RESTRICTED AREAS TO PREVENT VANDALISM. THE CONTRACTOR SHALL HAVE A CONTINGENCY PLAN FOR THE PREVENTION AND CLEANUP FOR SPILLS OR LEAKS OF HARMFUL CHEMICALS.
ISOLATE WORK AREA SO ALL CONSTRUCTION MATERIAL, DEBRIS AND WASTE CAN BE CAPTURED AND REMOVED IN DRY WORK AREA
DOWNSTREAM EROSION CONTROL TO BE PLACED DOWN STATION OF WORK AREA
WATER CONTROL BULKHEAD, TYP. BYPASS PIPE
FLOW
PROFILE 1
DETAIL: EROSION CONTROL SKETCH
-
NOT TO SCALE
SEDIMENT LOG
WOOD STAKE
SEDIMENT LOG WOOD STAKE TO ONLY PENETRATE NETTING.
WOOD STAKE TO ONLY PENETRATE NETTING. FLOW
STEEL FENCE POST (T-POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING
2.
NO GAPS SHALL BE PRESENT UNDER SEDIMENT LOG. PREPARE AREA AS NEEDED TO SMOOTH SURFACE OR REMOVE DEBRIS.
3.
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN REACHING 1/2 OF LOG HEIGHT.
4.
SEDIMENT LOG SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REPAIRED OR REPLACED AS REQUIRED.
SIDE VIEW FLAT
WOOD STAKE
ATTACH WIRE MESH TO POSTS WITH MINIMUM 3 U-SHAPED WIRE FASTENERS PER POST ATTACH FABRIC TO POST WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP OF 8" OF FABRIC
12" MINIMUM
LAY FABRIC/WIRE MESH IN THE TRENCH, BACKFILL WITH NATURAL SOIL, AND COMPACT WITH LIGHT EQUIPMENT PRIOR TO PLACEMENT OF THE POSTS
N OF DIRECTIO E FLOW SURFAC
6"
WOOD STAKE TO ONLY PENETRATE NETTING
GEOTEXTILE FABRIC PER MNDOT TABLE 3886-1 (MACHINE SLICED) OVERLAP TOP 6" OF FABRIC AND FASTEN TO WIRE MESH AT 2' INTERVALS WITH RINGS OR WIRE TIES
POST NOTCHES TO FACE AWAY FROM FABRIC
OVERLAP ENDS WOOD STAKE EXTEND WIRE MESH INTO TRENCH
FRONT VIEW -
DETAIL: EROSION LOG - STAKING
3
DETAIL: SILT FENCE - HEAVY DUTY
NOT TO SCALE
-
NOT TO SCALE
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINTED NAME
REVISION DESCRIPTION
DATE 09/07/21
CLIENT BID
LICENSE #
49911
05/07/2106/25/2108/20/21------09/07/21---
CONSTRUCTION -------
-------------
JOSEPH A. WELNA
SIGNATURE
DATE
6" NOTE: SPLICING WILL BE MADE AT OPPOSING SILT FENCE POSTS BY PLACING POSTS AND SILT FENCE NEXT TO EACH OTHER AND ROTATING 360°.
TOP VIEW 2
NO. BY CHK. APP.
24" MINIMUM
SEDIMENT LOG
SEDIMENT LOG SHOULD BE INSTALLED ALONG CONTOURS (CONSTANT ELEVATION).
POST EMBEDMENT
SIDE VIEW ON SLOPE
WIRE MESH REINFORCEMENT, STD. FIELD FENCE, MIN 30" HIGH, MAX MESH SPACING 6" AND MIN 14 1/2 GAUGE WIRE
NOTES: 1.
16" MINIMUM
CADD USER: Taylor C. Kuechle FILE: M:\DESIGN\23620944.19\2362094419_C19.DWG PLOT SCALE: 1:2 PLOT DATE: 9/3/2021 2:33 PM
UM INIM
16" M
16" MINIMUM
FLOW
RELEASED TO/FOR
A
B
C
0
1
DATE RELEASED
2
3
Corporate Headquarters: Minneapolis, Minnesota Ph: 1-800-632-2277
Project Office:
Scale
AS SHOWN
BARR ENGINEERING CO. 4300 MARKETPOINTE DRIVE Suite 200 MINNEAPOLIS, MN 55435
Date
10/9/2020
Ph: 1-800-632-2277 Fax: (952) 832-2601 www.barr.com
ISSUED FOR BID AND CONSTRUCTION 09/07/21 BARR PROJECT No.
Drawn
MJJ
Checked
NDC
CAPITOL REGION WATERSHED DISTRICT
Designed
JAW2
ST. PAUL, MINNESOTA
Approved
JAW2
TROUT BROOK INTERCEPTOR REPAIR PROJECT23/62-0944.19 STA. 28+65 TO 52+80
WATER MANAGEMENT PLAN AND EROSION CONTROL PLAN
CLIENT PROJECT No. DWG. No.
C-19
REV. No.
0