CSAH 112 – Phase 1 Project Advisory Committee (PAC ...€¦ · existing berm along the south side of CSAH 112, including existing utilities that may need to relocate twice. Nate

SRF No. 0148483

County Project No. 091101

CSAH 112 – Phase 1

Project Advisory Committee (PAC) Meeting August 19, 2015; 8:00 am – 10:00 am

Orono City Hall MEETING RECORD

A project PAC meeting for the referenced project was held at the Orono City Hall on August 19, 2015, from 8:00 a.m. – 10:00 a.m. The following is a summary of the meeting based on the Agenda, which is attached to this record:

Meeting Summary 1. Introductions:

Nate Will opened the meeting. A copy of the meeting sign-in sheet is attached to this meeting record.

2. Review of July 15, 2015, Project Advisory Committee Meeting Record:

Nate asked that any comments on the Meeting Record from the July 15, 2015, meeting be sent electronically to him at SRF. No specific comments were provided by the PAC. Nate will post the meeting record on the project website at www.CSAH112.com on the status page.

3. Review of Previous Action Items:

The following action items were reviewed. Any items shown in grey require additional action, which is added to the action items from this meeting below.

Task Responsible

Party Due Date

Resolution

SRF is to prepare a memorandum to document the decision for constructing the Rapid Rectangular-Flashing Beacon (RRFB) at the intersection of CSAH 112 and Mill Street.

Nate Will 7/31/15 Ongoing

Discuss proposed a tree locations along the north side of CSAH 112, stretching from Mill Street to Martha Lane, with Gear West with property owner.

Scott Weske & Kristy Morter

8/15/15 Ongoing

SRF is to update the project website (www.csah112.com) to include the meeting record for PAC meeting held on 6/17/15.

Nate Will 7/20/15 Completed

http://www.csah112.com/


Project Advisory Committee Meeting Record August 19, 2015 Page 2 of 6

www.CSAH112.com

Task Responsible

Party Due Date

Resolution

Provide updated copy of the Phase 1 Cost Summary to PAC that includes cost breakdown for discretionary items in the Hennepin County and City of Orono columns.

Nate Will 7/24/15 Completed, see discussion

below

Prepare a staging matrix that provides review of eight different options to convey local traffic through the Phase 1 project during construction. Prepare graphic representations of each option for future review and comments.


below

Revise the Phase 1 proposed geometry and design files to relocate the trail from the south to the north side of CSAH 112 from Martha Lane east to Wolf Pointe Trail.


below

Revise the Phase 1 detour route from CSAH 6 to use TH 12 between CSAH 6 and CSAH 101.

Nate Will 9/15/15 Ongoing, pending design

revisions

Investigate funding options for an overlay of Old Long Lake Road due to anticipation of additional local traffic during the Phase 1 project.

Kristy Morter 8/19/15 Completed, 8/4/15, see discussion

below

Investigate the County’s minimum traffic lane widths for staging through Phase 1.

Kristy Morter 7/24/15 Completed, 11’ lane width minimum

Contact MnDOT or the City of Wayzata to understand scope and schedule of proposed construction activities scheduled for the CSAH 101/TH 12 interchange.

Kristy Morter & Nate Will

8/19/15 Complete, 8/11/15

Investigate opportunity for utilizing the waters of Long Lake to expedite construction along the lake.

Nate Will 8/19/15 Completed, determined not

feasible

Phase 1 Cost Summary: Nate Will provided an updated copy of the Phase 1 Cost Summary to the PAC. He noted that additional cost breakdowns for discretionary items were noted in the Hennepin County and City of Orono columns. Nate recalled at the previous PAC meeting a discussion about whether the PAC preferred to have a chain link fence (black vinyl coated) or ornamental railing (matching the other railings in Phase 1) to be installed along the trail adjacent to the lake shore. He noted that a fence is required to protect trail users from the steep slope along the lake shore. It was noted that a guardrail is no longer proposed along the

www.CSAH112.com


www.CSAH112.com

lake since the roadway was shifted farther south to provide space for the trail and boulevard. Nate noted that the cost for a fence would be paid for through the County’s turnback agreement with MnDOT. However, the upcharge cost to construct an ornamental railing would not be covered by the turnback agreement. Nate noted the additional cost for the ornamental railing was approximately $160,000 to $180,000. Kristy Morter noted that the County would expect the City of Long Lake to cover this additional cost if the City selects the ornamental railing versus the chain link fence. Councilmember Olson requested that the Phase 1 Cost Summary be updated to include the estimated costs for the ornamental railing and the redesign cost for the trail. Kristy requested the PAC to review the Phase 1 Cost Summary and provide decisions at the next PAC meeting regarding the sidewalk along Symes Street and either to use chain link fence or ornamental railing.

Old Long Lake Road Overlay: Kristy noted that mill and overlay of a city street (Old Long Lake Road) is not eligible for turnback funding. She noted that the official project detour route is planned for TH 12 or alternatively County Road 6; therefore, county funding would not be available on a city street since other detour routes are available.

4. Discussion Items:

a. Staging / Traffic Control Matrix

Nate Will opened the discussion with a brief review of the staging discussion and direction received at the previous PAC meeting. He noted that further review of the eight options including costs, right of way impacts, duration of bypass, and graphics were developed and posted to the CSAH 112 project website in advance of this meeting. Nate provided a copy of the Staging Matrix and graphics to the PAC and several copies were provided to the public that attended the meeting. A copy of the matrix and graphics are attached to this meeting record. Nate presented the options in order from one through eight. He noted that Options One and Two (single lane) resulted in the same anticipated impacts, issues and construction costs. The general feeling was that Option One (westbound) would be preferred over Option Two as it brings traffic into the Long Lake/Orono area versus carrying traffic out such as eastbound. Options Three and Four (single lane with pedestrian access) yielded impacts and costs that were equal to each other. Nate indicated Options Three and Four includes constructing pavement to accommodate one lane of traffic and a pedestrian walkway adjacent to the traffic lane. The walkway area would be separated from the traffic lane with a portable concrete barrier. Nate mentioned these options were reviewed; however, the proposed pavement width is nearly the same as proposed in Option Six. It was noted during the meeting, that a pedestrian detour route could be implemented to route pedestrians over Trunk Highway via the pedestrian overpass that connects to Stoneridge Circle. The pedestrian detour would continue to Orchard Lane and eventually connect to Brown Road north to CSAH 112. Based upon the similar pavement width as compared to Option Six, the PAC felt Options Three and Four should be dismissed since a viable pedestrian detour could be implemented. Nate described Option Five (Single Lane with Signal Control) which includes a single traffic lane with traffic signals at either end of the one-lane bypass. He mentioned that based upon a traffic analysis, significant queue lengths up to 1/4 mile are anticipated during the peak hour traffic volumes, even

www.CSAH112.com


www.CSAH112.com

with reduced traffic due to construction activities. Nate noted that based upon figures and past experience, the traffic reduction anticipated thru the CSAH 112 corridor may be 1/3 less than current traffic volumes. It was noted that this option has some potential safety issues and concerns resulting from the long queue lengths (traffic back-up) and potential for head-on collisions if traffic does not safely clear the construction area. Kristy noted that the County does not favor this option due to the additive risks and safety concerns. Option Six (two lane bypass) was discussed by the PAC. This option provides two lanes of traffic along the lakeshore and has the highest estimated cost as compared to the other seven options. Nate noted that impacts to the existing parking lot at 1605 Wayzata Boulevard are anticipated. He mentioned this option would result in traffic using the bypass during the 2017/2018 winter since the overall construction of this option plus the permanent pavement section takes longer to construct as compared to Option One, Two, and Eight. It was noted that this option has the largest impact to the existing berm along the south side of CSAH 112, including existing utilities that may need to relocate twice. Nate noted that utility companies typically relocate once in a project and have been known to charge the right of way owner (County) for additional relocates. Nate mentioned that Option Six requires construction of a temporary steel sheet pile retaining wall to hold back the existing berm along the south side of CSAH 112. He noted that City of Long Lake staff had inquired about the possibility of making this temporary sheet pile wall permanent and what the estimated cost differential might be. Amber Klein mentioned the estimated additional cost to make the wall permanent would be approximately $750,000 to $850,000. Kristy noted the additional cost for the permanent wall would be the City of Long Lake should they decide to proceed with a permanent wall. Nate presented Option Seven (single lane AM/PM switch) which includes constructing a single lane bypass and allowing the traffic to go eastbound through the AM peak traffic then switch the direction to WB in advance of PM peak traffic flow. He noted several potential safety concerns with this option including U-turns, complex electronic signing and traffic control, daily traffic switches by the contractor, and increased risk to both the contractor and County. Option Eight (full closure) was briefly discussed. Nate mentioned that a temporary driveway would be need to provide access to 1605 Wayzata Boulevard and to serve the Southwood Shores Town Homes complex. The PAC discussed the eight options and agreed to focus primarily on two options (Option One and Option Six). The PAC requested additional breakdown of the bypass duration for each of the preferred options and a better understanding of the potential for additional costs for private utility relocations.

b. Revised geometry – Phase 1

Nate Will presented a layout showing the proposed Phase 1 project corridor with the revised location of the trail east of Martha Lane. A copy of the layout presented is attached to this meeting record. He noted that based upon a previous decision, the trail was relocated from the south to the north side of CSAH 112 east of Martha Lane. It was noted that the centerline of CSAH 112 was shifted south from the existing alignment in order to move the trail to the north while holding the proposed lake shore at the previous location. Nate mentioned that the retaining wall planned along the south side of CSAH 112, west of Wolf Pointe Trail, would be moved to the north side at Long Lake Creek.

www.CSAH112.com


www.CSAH112.com

5. Update of Ongoing Design Efforts:

a. Final Design

Nate Will noted that final design is temporarily on hold until the trail relocation revisions are incorporated into the final design drawings. Anticipated design process to begin in October pending a few remaining decisions.

b. Utility Coordination and Mapping

Due to limited time, no discussion occurred on this item.

c. Environmental Investigation

Due to limited time, no discussion occurred on this item.

6. Open Discussion

No open discussion occurred at the meeting.

7. Follow Up Items/Action Items:

For tracking purposes, we have assigned a responsible party and a due date for completing the following action items, which were identified at the meeting:

Task Responsible

Party Due Date

SRF to update project website (www.csah112.com) to include meeting record for PAC meeting held on July 15, 2015.

Nate Will 8/26/15

Provide updated copy of the Phase 1 Cost Summary to PAC that includes line item costs for redesign costs, ornamental railing and permanent steel sheet pile retaining wall along existing berm.

Nate Will 9/16/15

Provide additional schedule details for Options One & Six from the Staging Matrix including approximate dates for various stages of work along the lake shore.

Nate Will 9/16/15

Review possibility for additional utility costs resulting from multiple utility relocations anticipated in Option Six.

Nate Will /

Kristy Morter

9/16/15

PAC members to provide decision on whether to proceed with Option One or Option Six of the Staging Matrix.

PAC 9/16/15

City of Long Lake to decide whether or not to delete the proposed sidewalk work from the north side of Symes Street.

Long Lake 9/16/15

8. Upcoming Meetings:

a. PMT Meeting: September 3, 2015; 1:00 pm – 2:30 pm

b. PAC Meeting: September 16, 2015; 8:00 am – 10:00 am

www.CSAH112.com



www.CSAH112.com

Meeting Record Revisions:

The preceding represents SRF Consulting Group’s understanding of the referenced meeting. If you identify discrepancies or items that require clarification, please contact Nate Will at SRF, via email at [email protected], or via telephone at (763) 249-6761.

NW/iaf

H:\Projects\8483\_Correspondence\Meetings\Meeting Records\PAC Meetings\150819_PAC\8483_CSAH 112_PACMeetingRecord_150819.docx

www.CSAH112.com

mailto:[email protected]

CSAH 112 Project Final Design – Phase 1

Project Advisory Committee (PAC) Meeting Sign-In Sheet Wednesday, August 19, 2015 (8:00 – 10:00 a.m.)

Please return to Nate Will, SRF Consulting Group, Inc. 8483”Meetings”

Present Name/Organization Mailing Address Phone Email

☒ Kristy Morter Hennepin County

1600 Prairie Drive Medina, MN 55340

612-596-0384 [email protected]

☒ Mike Turner SRF Consulting Group

1 Carlson Parkway, Suite 150 Minneapolis, MN 55447


☐ Jessica Loftus City of Orono

P.O. Box 66 Crystal Bay, MN 55323


☒ Scott Weske City of Long Lake

P.O. Box 606 Long Lake, MN 55356

952-473-6961x2 [email protected]

☒ Nate Will SRF Consulting Group



☒ Adam Edwards City of Orono



☒ Liz Olson Long Lake City Council


[email protected]

☒ Donny Chillstrom Long Lake Mayor



☒ Lili McMillan Orono Mayor












CSAH 112 Project Final Design – Phase 1

Project Advisory Committee (PAC) Meeting Sign-In Sheet Wednesday, August 19, 2015 (8:00 – 10:00 a.m.)

Please return to Nate Will, SRF Consulting Group, Inc. 8483”Meetings”

Name/Organization Mailing Address Phone Email

☐ Marty Schneider Long Lake City Council

1176 W. Wayzata Blvd. Long Lake, MN 55356


☐ Tim Bruers Hennepin County

1600 Prairie Drive Medina, MN 55340


☐ Michael Jischke SRF Consulting Group



☒ Jim Cornick Orono City Council

Box 66 Crystal Bay, MN 55323


☒ Jahn Dyvik Long Lake City Council

1780 Martha Lane Long Lake, MN 55356


☐ Marv Wurzer Long Lake Public Works

450 Virginia Ave. Long Lake, MN 55356


☒ Chris LaBounty City of Long Lake (WSB)



☒ Amber Klein SRF Consulting Group



☒ Emily Lueth SRF Consulting Group








SRF No. 0148483

County Project No. 091101

CSAH 112 – Phase 1

Project Advisory Committee (PAC) Meeting August 19, 2015; 8:00 am – 10:00 am

Orono City Hall AGENDA

1. Introductions (If Necessary): (5 Minutes)

2. Review of July 15, 2015 Project Advisory Committee Meeting Record: (5 Minutes)

3. Review of Previous Action Items: (5 Minutes)

Task Responsible Party

Due Date

Resolution

SRF to prepare memorandum to document decision for constructing the Rapid Rectangular-Flashing Beacon (RRFB) at intersection of CSAH 112 and Mill Street.

Nate Will 7/31/15 Ongoing

Discuss proposed tree locations along north side of CSAH 112, from Mill Street to Martha Lane, with Gear West with property owner.

Scott Weske & Kristy Morter

8/15/15 Ongoing

SRF to update project website (www.csah112.com) to include meeting record for PAC meeting held on 6/17/15.

Nate Will 7/20/15 Completed

Provide updated copy of the Phase 1 Cost Summary to PAC that includes cost breakdown for discretionary items in the Hennepin County and City of Orono columns.

Nate Will 7/24/15 Provide at next PAC meeting

Prepare a staging matrix that provides review of eight (8) different options to convey local traffic through the Phase 1 project during construction. Prepare graphic representations of each option for future review and comment.

Nate Will 8/19/15

Revise the Phase 1 proposed geometry and design files to relocate the trail from the south to the north side of CSAH 112 from Martha Lane east to Wolf Pointe Trail.

Nate Will 8/19/15

Revise the Phase 1 detour route from CSAH 6 to use TH 12 between CSAH 6 and CSAH 101.

Nate Will 9/15/15

Investigate funding options for an overlay of Old Long Lake Road due to anticipation of additional local traffic during the Phase 1 project.

Kristy Morter 8/19/15 Complete, 8/4/15


CSAH 112 PAC Meeting August 19, 2015 Page 2 of 2


Due Date

Resolution

Investigate the County’s minimum traffic lane widths for staging through Phase 1.

Kristy Morter 7/24/15 11’ lane width minimum

Contact MnDOT or the City of Wayzata to understand scope and schedule of proposed construction activities scheduled for the CSAH 101/TH 12 interchange.

Kristy Morter & Nate Will

8/19/15 Complete, 8/11/15

Investigate opportunity for utilizing the waters of Long Lake to expedite construction along the lake.

Nate Will 8/19/15

4. Discussion Items: (50 Minutes)

a. Staging / Traffic Control Matrix (50 minutes)

b. Revised geometry – Phase 1 (15 minutes)

5. Update of ongoing design efforts (5 minutes)

a. Final Design

b. Utility Coordination

c. Environmental Investigation

6. Open Discussion (5 Minutes)

7. Follow Up Items/Action Items: (5 Minutes)


Due Date

Resolution

8. Upcoming Meetings:

a. PMT Meeting: September 3, 2015; 1:00 pm – 2:30 pm

b. PAC Meeting: TBD ________, 2015; 8:00 am – 10:00 am

H:\Projects\8483\_Correspondence\Meetings\Agendas\PAC Meetings\150819_PAC\8483_CSAH 112_Agenda_PAC Meeting_150819.docx

STAGING MATRIX FOR TEMPORARY BYPASS OPTIONS

CSAH 112

1 Figure 1A/1B 5 Figure 5A/5B

Additional Cost for Bypass: +$230,000 Additional Cost for Bypass: +$850,000

Bypass Duration: ± 4 months (Aug '17 - Nov '17)

Bypass Duration: ± 10 months (Aug '17 - May '18)**

Right of Way Impacts: 14000 SF Right of Way Impacts: 10100 SF


Additional Cost for Bypass: +$230,000 Additional Cost for Bypass: +$1,430,000

Bypass Duration: ± 4 months (Aug '17 - Nov '17)

Bypass Duration: ± 10 months (Sept '17 - June '18)**



Additional Cost for Bypass: +$1,080,000 Additional Cost for Bypass: +$810,000

Bypass Duration: ± 10 months (Sept '17 - June '18)**

Bypass Duration: ± 10 months (Aug '17 - May '18)**


4 Single Lane (Eastbound Only) with Pedestrian Access Figure 4A/4B 8 Full Closure Figure 8A/8B

Additional Cost for Bypass: +$1,080,000 Additional Cost for Bypass: Base Value ($0)

Bypass Duration:± 10 months

(Sept '17 - June '18)**Closure Duration:

± 4 months (July '17 - Oct '17)


Assumptions:

▪No construction in Long Lake during fish spawning (April 1-June 30)

▪Bypass Duration includes the duration that traffic will be on the bypass. Does not include time to construct or remove the bypass.

Impacts/Issues:

▪Complex traffic control with high risk to contractor/owner

▪Contractor to "clear" the bypass at AM/PM reversal

▪Potential for back ups/large number of U-turns

▪Signing needed all accesses between Wolf Pointe and Hwy 12 to indicate

current traffic direction

▪Tree removal at townhome property

▪Detour signing for eastbound & westbound

▪No pedestrian access

▪Emergency vehicle access/routing

▪Partial width (2-11' lanes) built in 2017, full width completed in 2018

**Bypass will be inplace during winter months

Impacts/Issues:

▪Significant tree removal at townhome property

▪Detour for westbound direction


▪Complex private utility relocation (two relocations possible)



Impacts/Issues:


▪Detour routing for both directions



▪Full width constructed in Year 1

Impacts/Issues:


▪Detour for eastbound direction


▪Complex private utility relocation (two relocations possible)



Single Lane with Signal Control

Two Lanes

Single Lane (Eastbound AM/Westbound PM)

Single Lane (Westbound Only)

Single Lane (Eastbound Only)

Single Lane (Westbound Only) with Pedestrian Access

Impacts/Issues:


▪Detour for eastbound direction




Impacts/Issues:


▪Detour for westbound direction




Impacts/Issues:



▪Significant impacts to 1605 Wayzata Blvd property

▪Complex private utility relocation (two relocations needed)



Impacts/Issues:

▪Complex traffic control with high risk to contractor/owner

▪Signal needed at 1605 Wayzata Blvd to prevent driver confusion

▪Long queue lengths/back ups/U-turns

▪Tree removal at townhome property




PRELIMINARY8/13/15

SUBJECT TO CHANGE

FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

PERI

METE

R 30 F

T

AREA 1

5 SF

AREA

= 15 SQ

'REM

= 48 SQ

'

PERIMET

ER = 30 '

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

11'

ORCHARD LA

BNSF RAILWAY

TH12

A

B

A

B

1601

1595 323

331

339

342

1345

315

330

318

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

AREA 15 SF

PERI

METE

R 30 F

T

PERIMETER 30 FT

11'

11'

PERI

METE

R 30 F

T

PERIMETER 30 FT

C

D

C

D

MA

TC

HLIN

E - S

EE B

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Figure 1A

8/10/2015Job #

Temporary Bypass Option 1 - Single Lane (Westbound Only)

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

DIRECTION OF TRAFFIC FLOWTRAFFIC BARRIER

TEMPORARY BYPASS LIMITS

INPLACE RIGHT OF WAY

201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

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CR

EE

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CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD

CONSTRUCTIONCLOSED DURINGDRIVEWAY ACCESS

CONSTRUCTIONCLOSED DURING TRAIL ACCESS

EASEMENTTEMPORARY

TREE REMOVALSSIGNIFICANT

PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

LONG LAKE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

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960

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940

960

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940

FENCE

NOISE

INP MnDOT

INP R/W

INP R/W

OHW 944.3

INP 15" STM

INP 8" WM

THRU

11'

PROP RIPRAP

REMOVED VIA. LARGE CRANE

COFFERDAM INSTALLED /

TEMPORARY SHEET PILE

1:

1

1:2

CL CSAH 112

1142+50

SINGLE LANETEMPORARY ROAD

WORK ZONE

PAVEMENT SECTION

TO EXTEND UP AND BENEATH

GEOTEXTILE SPECIAL

15'

11' 11'

INP R/W

INP R/W

INP 8" WM

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1148+50


EXCAVATION (CITY)PROP WATER MAIN

15'

WORK ZONE

11' 11'

BUILDING

BLDG 31'MIN. DIST. TO

INP R/W

INP R/W

8" WM

THRU

11'

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00

TWO LANESTEMPORARY ROAD

1:3


26'

WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL

TWO LANESPROPOSED ROAD

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

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_Cross S

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Figure 1B

8/10/2015Job #

Temporary Bypass Option 1 - Cross Sections

CSAH 112 - Phase 1Hennepin County

SECTION A-A (STA. 1142+50)

SECTION D-D (STA. 1157+25)

SECTION C-C (STA. 1152+00)

SECTION B-B (STA. 1148+50)

PRELIMINARY8/12/15

SUBJECT TO CHANGE

FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

PERIMETER 30 FT

PERIMETER 30 FT

AREA 15 SF

PERIMETER 30 FT

REM 35 SF

AREA 15 SF

PERIMETER 30 FT

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

11'

PERI

METE

R 30 F

T

ORCHARD LA

BNSF RAILWAY

TH12

A

B

A

B

1601

1595 323

331

339

342

1345

315

330

318

PERI

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R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

AREA 15 SF

11'

11'

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

PERIMETER 30 FT

C

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Option 2

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Figure 2A

8/10/2015Job #

Temporary Bypass Option 2 - Single Lane (Eastbound Only)

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

TRAFFIC BARRIER



DIRECTION OF TRAFFIC FLOW

201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

KE

CR

EE

K

CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD



EASEMENTTEMPORARY


PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

LONG LAKE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

FENCE

NOISE

INP MnDOT

INP R/W

INP R/W

OHW 944.3

INP 15" STM

INP 8" WM

THRU

11'

PROP RIPRAP




1:

1

1:2

CL CSAH 112

1142+50


WORK ZONE

PAVEMENT SECTION


GEOTEXTILE SPECIAL

15'

11' 11'

INP R/W

INP R/W

INP 8" WM

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1148+50



15'

WORK ZONE

11' 11'

BUILDING


INP R/W

INP R/W

8" WM

THRU

11'

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00


1:3


26'

WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL


60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050





H:\

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Option 2

_Cross S

ection_

Graphic B.d

gn

Figure 2B

8/10/2015Job #


CSAH 112 - Phase 1Hennepin County PRELIMINARY

8/12/15SUBJECT TO CHANGE

FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

PERI

METE

R 30 F

T

AREA 1

5 SF

AREA

= 15 SQ

'REM

= 48 SQ

'

PERIMET

ER = 30 '

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

11'

5'

ORCHARD LA

BNSF RAILWAY

TH12

A

B

A

B

1601

1595 323

331

339

342

1345

315

330

318

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

AREA 15 SF

PERI

METE

R 30 F

T

PERIMETER 30 FT

11'

11'

PERI

METE

R 30 F

T

PERIMETER 30 FT

C

D

C

D

MA

TC

HLIN

E - S

EE B

EL

OW

MA

TC

HLIN

E - S

EE A

BO

VE

1000

scale in feet

50

H:\

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Option 3

_Graphic A.d

gn

Figure 3A

8/10/2015Job #

Temporary Bypass Option 3 - Single Lane (Westbound Only) with Pedestrian Access

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

TRAFFIC BARRIER





201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

KE

CR

EE

K

CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD


(+/- 7' HIGH)SHEET PILE WALLTEMPORARY

EASEMENTTEMPORARY


PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

LONG LAKE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

THRU

11'

PILE INSTALLED

TEMPORARY SHEET

15'

WALK

5'

W/PED ACCESS

ONE LANE TEMPORARY ROAD

FENCE

NOISE

INP MnDOT

INP R/W

INP R/W

OHW 944.3

INP 15" STM

INP 8" WM

PROP RIPRAP




1:

1

1:2

CL CSAH 112

1142+50

PAVEMENT SECTION


GEOTEXTILE SPECIAL

WORK ZONE

11'11'

INP R/W

INP R/W

INP 8" WM

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1148+50



15'

WORK ZONE

11' 11'

BUILDING


INP R/W

INP R/W

8" WM

THRU

11'

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00


1:3


26'

WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL


60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050





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Option 3

_Cross S

ection_

Graphic B.d

gn

Figure 3B

8/10/2015Job #




FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

PERIMETER 30 FT

PERIMETER 30 FT

AREA 15 SF

PERIMETER 30 FT

REM 35 SF

AREA 15 SF

PERIMETER 30 FT

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

11'

PERI

METE

R 30 F

T

5'

ORCHARD LA

BNSF RAILWAY

TH12

A

B

A

B

1601

1595 323

331

339

342

1345

315

330

318

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

AREA 15 SF

11'

11'

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

PERIMETER 30 FT

C

D

C

D

MA

TC

HLIN

E - S

EE B

EL

OW

MA

TC

HLIN

E - S

EE A

BO

VE

1000

scale in feet

50

H:\

Proje

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AD

_BIM\G

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Option 4

_Graphic A.d

gn

Figure 4A

8/10/2015Job #

Temporary Bypass Option 4 - Single Lane (Eastbound Only) with Pedestrian Access

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

TRAFFIC BARRIER





201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

KE

CR

EE

K

CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD


(+/- 7' HIGH)SHEET PILE WALLTEMPORARY

EASEMENTTEMPORARY


PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

LONG LAKE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

THRU

11'

PILE INSTALLED

TEMPORARY SHEET

15'

WALK

5'

W/PED ACCESS

ONE LANE TEMPORARY ROAD

FENCE

NOISE

INP MnDOT

INP R/W

INP R/W

OHW 944.3

INP 15" STM

INP 8" WM

PROP RIPRAP




1:

1

1:2

CL CSAH 112

1142+50

PAVEMENT SECTION


GEOTEXTILE SPECIAL

WORK ZONE

11'11'

INP R/W

INP R/W

INP 8" WM

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1148+50



15'

WORK ZONE

11' 11'

BUILDING


INP R/W

INP R/W

8" WM

THRU

11'

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00


1:3


26'

WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL


60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050





H:\

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Option 4

_Cross S

ection_

Graphic B.d

gn

Figure 4B

8/10/2015Job #




FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

PERI

METE

R 30 F

T

REM

35 S

F

AREA 1

5 SF

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERIMETER 30 FT

PERIMETER 30 FT

AREA 15 SF

PERIMETER 30 FT

REM 35 SF

AREA 15 SF

PERI

METE

R 30 F

T

AREA 1

5 SF

11'

ORCHARD LA

BNSF RAILWAY

TH12

A

B

A

B

1601

1595 323

331

339

342

1345

315

330

318

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

11'

11'11'

11'

C

D

C

D

MA

TC

HLIN

E - S

EE B

EL

OW

MA

TC

HLIN

E - S

EE A

BO

VE

1000

scale in feet

50

H:\

Proje

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AD

_BIM\G

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483_

Option 5

_Graphic A.d

gn

Figure 5A

8/10/2015Job #

Temporary Bypass Option 5 - Single Lane with Signal Control

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

TRAFFIC BARRIER

TEMPORARY SIGNAL




201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

KE

CR

EE

K

CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD




EASEMENTTEMPORARY

REMOVALSTREE

REMOVALSTREE

PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

LONG LAKE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

FENCE

NOISE

INP MnDOT

INP R/W

INP R/W

OHW 944.3

INP 15" STM

INP 8" WM

THRU

11'

PROP RIPRAP




1:

1

1:2

CL CSAH 112

1142+50


WORK ZONE

PAVEMENT SECTION


GEOTEXTILE SPECIAL

15'

11' 11'

INP R/W

INP R/W

INP 8" WM

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1148+50



15'

WORK ZONE

11' 11'

BUILDING


THRU

11'

1:3

ONE LANETEMPORARY ROAD

15'

INP R/W

INP R/W

8" WM

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00


WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL


60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050





H:\

Proje

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_BIM\G

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483_

Option 5

_Cross S

ection_

Graphic B.d

gn

Figure 5B

8/10/2015Job #




FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

AREA 1

5 SF

PERIMETER 30 FT

AREA 15 SF

PERIMETER 30 FT

PERIMETER 30 FT

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

AREA 1

5 SF

PERIMETER 30 FT

AREA 15 SF

11'

11'

ORCHARD LA

BNSF RAILWAY

TH12

A

B

A

B

1601

1595 323

331

339

342

1345

315

330

318

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

AREA 15 SF

11'

11'

PERI

METE

R 30 F

T

PERIMETER 30 FT

C

D

C

D

MA

TC

HLIN

E - S

EE B

EL

OW

MA

TC

HLIN

E - S

EE A

BO

VE

1000

scale in feet

50

H:\

Proje

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483\C

AD

_BIM\G

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483_

Option 6

_Graphic A.d

gn

Figure 6A

8/10/2015Job #

Temporary Bypass Option 6 - Two Lanes

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

TRAFFIC BARRIER





201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

KE

CR

EE

K

CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD



PARKING AREAPOTENTIAL

EASEMENTTEMPORARY

EASEMENTTEMPORARY


PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

LONG LAKE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

THRU

11'

PILE INSTALLED

TEMPORARY SHEET

26'

THRU

11'

FENCE

NOISE

INP MnDOT

INP R/W

INP R/W

OHW 944.3

INP 15" STM

INP 8" WM

PROP RIPRAP




1:

1

1:2

CL CSAH 112

1142+50

PAVEMENT SECTION


GEOTEXTILE SPECIAL

WORK ZONE TWO LANESTEMPORARY ROAD

11' 11'

THRU

11'

THRU

11'


26'

INP R/W

INP R/W

INP 8" WM

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1148+50


WORK ZONE

BUILDING


11' 11'

INP R/W

INP R/W

8" WM

THRU

11'

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00


1:3


26'

WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL


60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050





H:\

Proje

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_BIM\G

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483_

Option 6

_Cross S

ection_

Graphic B.d

gn

Figure 6B

8/10/2015Job #




FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

PERI

METE

R 30 F

T

REM

35 S

F

AREA 1

5 SF

PERI

METE

R 30 F

T

AREA 1

5 SF

PERI

METE

R 30 F

T

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERIMETER 30 FT

PERIMETER 30 FT

AREA 15 SF

PERIMETER 30 FT

REM 35 SF

AREA 15 SF

PERI

METE

R 30 F

T

AREA 1

5 SF

11'

ORCHARD LA

BNSF RAILWAY

TH12

A

B

A

B

1601

1595 323

331

339

342

1345

315

330

318

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

11'

11'11'

11'

C

D

C

D

MA

TC

HLIN

E - S

EE B

EL

OW

MA

TC

HLIN

E - S

EE A

BO

VE

1000

scale in feet

50

H:\

Proje

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483\C

AD

_BIM\G

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Option 7

_Graphic A.d

gn

Figure 7A

8/10/2015Job #

Temporary Bypass Option 7 - Single Lane (Eastbound AM/Westbound PM)

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

DIRECTION OF TRAFFIC FLOWTRAFFIC BARRIER



201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

KE

CR

EE

K

CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD




EASEMENTTEMPORARY

REMOVALSTREE

REMOVALSTREE

PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

LONG LAKE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

960

950

940

FENCE

NOISE

INP MnDOT

INP R/W

INP R/W

OHW 944.3

INP 15" STM

INP 8" WM

THRU

11'

PROP RIPRAP




1:

1

1:2

CL CSAH 112

1142+50


WORK ZONE

PAVEMENT SECTION


GEOTEXTILE SPECIAL

15'

11' 11'

INP R/W

INP R/W

INP 8" WM

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1148+50



15'

WORK ZONE

11' 11'

BUILDING


THRU

11'

1:3

ONE LANETEMPORARY ROAD

15'

INP R/W

INP R/W

8" WM

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00


WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL


60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050





H:\

Proje

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AD

_BIM\G

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483_

Option 7

_Cross S

ection_

Graphic B.d

gn

Figure 7B

8/10/2015Job #




FLAG

FLAG

FLAG

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDINGCLOSED

ROAD

F FF FF FF F F F

CLOSED

ROAD

F FF FF FF F F F

ORCHARD LA

BNSF RAILWAY

TH12

1601

1595 323

331

339

342

1345

315

330

318

FF F F F F

ROAD CLOSED

LOCAL TRAFFIC ONLY

0.2 MILES AHEAD

PERI

METE

R 30 F

T

PERIMETER 30 FT

AREA 15 SF

11'

11'

PERI

METE

R 30 F

T

PERIMETER 30 FT

PERI

METE

R 30 F

T

PERIMETER 30 FT

C

D

C

D

MA

TC

HLIN

E - S

EE B

EL

OW

MA

TC

HLIN

E - S

EE A

BO

VE

1000

scale in feet

50

H:\

Proje

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483\C

AD

_BIM\G

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g\8

483_

Option 8

_Graphic A.d

gn

Figure 8A

8/10/2015Job #

Temporary Bypass Option 8 - Full Closure

CSAH 112 - Phase 1

Hennepin County

LEGEND

CONSTRUCTION ZONE

TEMPORARY PAVEMENT

TRAFFIC BARRIER




201

1135

1140

1145

1150

220

221

1155

1160

1165

OHWL=944.3 FT.

LONG LAKE

MA

RT

HA

LA

LO

NG

LA

KE

CR

EE

K

CE

METER

Y R

D

WOLF P

OI

NTE TR

CEMETERY RD



EASEMENTTEMPORARY


PRELIMINARY8/12/15

SUBJECT TO CHANGE

LONG LAKE

960

950

940

960

950

940

960

950

940

960

950

940

INP R/W

INP R/W

8" WM

THRU

11'

THRU

11'

PROP RIPRAP




OHW 944.3

1:

1

1:4

CL CSAH 112

1152+00


1:3


26'

WORK ZONE

11' 11'

INP R/W

INP 8" WM

1:3

RETAINING

WALL 1:2

WETLAND

DELIN.

CL CSAH 112

1157+25

POND HWL 947.3

CLPROP CREEK


WORK ZONE

THRU

11'

THRU

11'

26'GUARDRAIL


60 70 80607080 0 10 20 30 40 501020304050

60 70 80607080 0 10 20 30 40 501020304050



H:\

Proje

cts\8

483\C

AD

_BIM\G

raphics\Sta

gin

g\8

483_

Option 8

_Cross S

ection_

Graphic B.d

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Figure 8B

8/10/2015Job #




SRF Consulting Group, Inc. CSAH 112Hennepin County Project 091101

Last Update: 8/17/15

TOTALS COUNTY TURNBACK FUNDHENNEPIN COUNTY

CITY OF ORONO

CITY OF LONG LAKE

Construction $13,789,162 $13,789,162

R/W $378,075 $378,075Subtotal $14,167,237 $14,167,237

Construction $121,000 $60,500 $60,500R/W $12,818 $6,409 $6,409

Subtotal $133,818 $66,909 $66,909

$59,600 $1,500 $119,400

$168,200 $60,600 $107,500 $26,100 $6,100 $46,900

Subtotal: $595,900 $253,900 $68,200 $273,800

$90,000 $29,700 $60,300

$60,000 $19,800 $40,200

$170,300 $26,300 $144,000

$30,200 $30,200

$102,400 $102,400

$15,349,855 $14,167,237 $370,309 $94,500 $717,809

Construction cost includes 18% Engineering and Construction Administration. Proposed items to be bid as a bid alternative with Phase 1.Costs based upon 2015 unit pricing.Values are rounded.City of Orono discretionary items reflect Council decisions made on June 22, 2015.

PHASE 1 (Willow Drive to Wolf Pointe Trail)

Base

Additional Trail & Sidewalk

Green Text indicates City proposed contribution to discretionary project elements. Blue Text indicates Hennepin County proposed contribution to discretionary project elements. Discretionary spending item cost will be shared by the County and City based on policy. Items listed are current as of May 20th, 2015 PAC meeting.

Subtotal ‐ Phase 1

Symes St. Sidewalk

Additional Lighting Accessories (banner & planter arms/mounts (no banner, no baskets), flag mounts (no flags), elec. outlets on separate circuit)

Utility Full Burial ‐ Long LakeFrom Cemetery Road to Wolf Pointe Trail

Utility Full Burial ‐ Long LakeFrom Cemetery Road west 700'

Streetscape (2 Gateway Monuments ‐ Long Lake)

Lighting (poles, foundations, wire) (50/50 split) Ornamental Trees, shrubs, tree grates, plants)

Additional Lighting and Streetscape

Colored Concrete & Exposed Aggregate Concrete & Ornamental Fence Separa ng Walks from Parking Lots

H:\Projects\8483\HI-MU\EXCEL\Estimate\150817_Phase1CostSummary_60% .xlsx

ST

OC

K PI

LE

ST

OC

K PI

LE

STOCK PILE

STOCK PILE

STOCK PILE

FL

AG

FL

AG

FL

AG

FLAG

FLAG

FLAG

FLAG

FLAG

FLAG

FLAG

FLAG

FLAG

FLAG

FLAG

AUTO BODY

ELITE

2325

Jo MAC'S AUTOS

545

WELDING

REPAIR AND

PERRY'S TRUCK

525

& MORE TLC

OUTDOOR

520

TRANSPORT INC.

BUSING BULK

2160

ELECTRIC INC.

MI LOW

2065

ENGINEERING INC.

LAKE

2085

HARVEST MOON

2380

SERVICE 800

2190

BANK

COMMUNITY

LAKE

1964

& RESTAURANT

RED ROOSTER BAR

1832

RUN & SOCCER

GEAR WEST SKI,

1786

2120

2060

540

520 2045

515

425

570

450

1895

1877

1798

1790

1788

1784

1780

1776

323

331

339

342

1345

315

303

292

330

318

306

289

2070

VACANT

580

PARTS

AUTO

NA PA

2365

VACANT

2073

COFFEE

CARIBOU

KARATE

NATIONAL

TANNERS

BODY GLOW

CLEANERS

PILGRIM

FITNESS

ANYTIME

NAILS

FABULOUS

RIDGE

STONE

MURPHY

PAPA

CENTERS

PRINTING

BUDGET

2069

SENIOR LIVING

ORONO WOODS

2040

MUSEUM

PIONEER

1945

VACANT

1905

1880 FAMILY DENTISTRY

1882 FAMILY INSURANCE

AMERICAN

1890

AND SPA OF DISTINCTION

HAIR ENVY SALON

1870 DENTAL

LONG LAKE

STATE FARM

1854 VETERINARY

LONG LAKE

CAPITAL

CORE GLOBAL1844

1850 WELLNESS

ALIGN HEALTH &

SUBWAY

EL PAR IAN

ACORNS

LITTLE DOMINOS

LIBRARY

HENNEPIN COUNTY

1865

TRUE VALUE

1605

EATING

HEALTHY

SUTTON

SEATTLE

PRODUCE

FATHERS

FOUNDING

JEWELRY

ALBERS

1935

CINDI

NAILS BY

INSURANCE

FARMERS

REPAIR

FURNITURE

WAYZATA

QUICK

1948

GENERAL STORE

BIG ISLAND

2160

COIN LAUNDRY

CONSIGNMENT

EKEKO

SALON 12

GROOM ROOM

2160

CLUB MUTTS

1977

MB

432

448

1843 1828

1802

ONE STOP AUTO

455

REPAIR

APPLIANCE

S.O.S.

2265

EQUIPMENT

MINNESOTA

2315

BARN

LIQUOR

2067

ADRENALINE

GEAR WEST

1810

TOWNHOUSES

SOUTHWOOD SHORES

1595

TOWNHOUSES

SOUTHWOOD SHORES

1601

CROSSFIT

TRUE CHAMPION

CITY HALL

LONG LAKE

PRIMO

WINE & SPIRITS

LAKESIDE FINE

1916

SUPER AMERICA

2400

RE CYCLERS

WASTE

525

LANDSCAPING

GARDEN CENTER &

GOTTEN BROWS.

2350

AND GLASS

AUTO BODY

CHARLIE'S

2205

SKIING

WELL

WELL

MBMBMBMBMBMBMBMB

FLAG

WELL

MB

MB

FLAG

WE

LL

CITY OF ORONO

CITY OF LONG LAKE

CITY OF ORONO

CITY OF LONG LAKECSAH 112

CSAH 112

DANIELS ST.

SH

AU

GH

NE

SS

Y

AV

E.

WI

LL

OW

DR.

VI

RGI

NI

A

AV

E.

LA

KE ST.

MILL ST.

MA

RT

HA

LA.

SY

MES S

T.

TA

MA

RA

CK

AV

E.

BRI

MH

AL

L

AV

E.

BNSF RAILWAY

ORCHARD LA.

BR

OW

N

RD. (

CS

AH 146)

35

SP

EE

D

LI

MI

T

40

SP

EE

D

LI

MI

T

SP

EE

D

LI

MI

T

40

(40 MPH)

LOW SPEED

e = NC

2000' R

(40 MPH)

LOW SPEED

e = NC

2000' R

(35 MPH)

LOW SPEED

e = NC

700' R

(30 MPH)

LOW SPEED

e = NC

500' R

13 PARKING SPACES

13 P

AR

KI

NG SP

AC

ES

SP

EE

D

LI

MI

T

30

SP

EE

DLI

MI

T

40

SP

EE

DLI

MI

T

35

SP

EE

D

LI

MI

T

40

BR

OW

N

RD.

SP

EE

D

LI

MI

T

30

RETAINING WALL C

RETAINING WALL G

REINFORCED SOIL SLOPE

WALL FRETAINING

WALL ERETAINING

WALL ARETAINING

WALL BRETAINING

WALL DRETAINING

SP

EE

D

LI

MI

T

50

SECTION I

TYPICAL

SECTION I

TYPICAL

SECTION J

TYPICAL

SECTION J

TYPICAL

SE

CTI

ON

M

TYPI

CAL

SE

CTI

ON

M

TYPI

CAL

SECTION N

TYPICAL

SECTION N

TYPICAL

SECTION P

TYPICAL

SECTION P

TYPICAL

SE

CTI

ON

X

TYPI

CAL

SE

CTI

ON

X

TYPI

CAL

SECTION K

TYPICAL

SECTION K

TYPICAL

SE

CTI

ON L

TYPI

CAL

SE

CTI

ON L

TYPI

CAL

SECTION O

TYPICAL

SECTION O

TYPICALSECTION RTYPICAL

SECTION RTYPICAL

LC

THRU

11.0' 11.0'

B624 C&G

12.0'

WALK

10.0'

B624 C&G

CSAH 112

CSAH 112

WALKLT. TURN

CONT.

4.0'

SHLD

LC

THRU

2.0%

THRU

11.0'

B624 C&G

WALK

10.0'

B624 C&G

CSAH 112

CSAH 112

2.0%1.5%1.5%

4.0'

SHLD

DESIGN SPEED = 30 MPH

TYPICAL SECTION - L

GRADE

PROFILE

2.0% 2.0% 2.0%

VAR (1:4)

(OR FLATTER)

VAR (1:4)

(OR FLATTER)

B612 C&G

LOTPARKING

2.8' 4.0'-14.0'

RT TURNSHLD/

8.0'5.0' 4.4'

LC

THRU

11.0' 11.0'

B624 C&G

12.0'

WALK

10.0'

B624 C&G

CSAH 112

CSAH 112

WALKLT. TURN

CONT.

4.0'

SHLDPARKING

LC

THRU

2.0%

THRU

11.0'

B424 C&G

WALK

10.0'

B624 C&G

CSAH 112

CSAH 112

2.0%

WALK

1.5%1.5%

4.0'

SHLDPARKING


TYPICAL SECTION - M

GRADE

PROFILE

2.0% 2.0% 2.0%

4.0%

10.0'12.0'-14.0'

B624 C&GB624 C&G

3.0'

8.0'

6.2' TO

LC

THRU

12.0'

GRADE

PROFILE

2.0% 2.0%

THRU

12.0'

B624 C&G

BLVD

12.0'

2.0% 2.0%

2.0'

1.5%

BLVD

VAR (1:4)

(OR FLATTER)

B624 C&G

CSAH 112

CSAH 112

2.0%

2.0'

VAR (1:4)

(OR FLATTER)

1.5%2.0%

9.0' 6.0'

WALKTRAIL

10.0' 14.0'

RT TURNLT. TURN

CONT.

DESIGN SPEED = 30-40 MPH

TYPICAL SECTION - I

4.0% 4.0%

VAR (1:4)

(OR FLATTER)

(OR FLATTER)

VAR (1:3)

14.0'

RT TURN

9.0'

LC

THRU

12.0'

GRADE

PROFILE

2.0% 2.0%

THRU

12.0'

B624 C&G

BLVD

12.0'

2.0% 2.0%

2.0'

1.5%

BLVD

VAR (1:4)

(OR FLATTER)

B624 C&G

CSAH 112

CSAH 112

2.0%1.5%

9.0' 6.0'

WALKTRAIL

10.0'

4.0% 4.0%

14.0'

RT TURN

4.0'

SHLD


TYPICAL SECTION - K

9.0'

LT. TURN

VAR.

B624 C&GB624 C&G

3.0'

2.0'

VAR.

LC

THRU

12.0'

GRADE

PROFILE

2.0% 2.0%

THRU

12.0'

B624 C&G

BLVD

12.0'

2.0% 2.0%

4.5'

1.5%

BLVD

B624 C&G

CSAH 112

CSAH 112

2.0%

2.0'

VAR (1:4)

(OR FLATTER)

1.5%2.0%

9.0' 6.0'

WALKTRAIL

10.0' 14.0'

RT TURNLT. TURN

CONT.

4.0% 4.0%

9.0'

VAR (1:4)

(OR FLATTER)


TYPICAL SECTION - J

8.0'

SHLD

CSAH 112


TYPICAL SECTION - N

LC

THRU

11.0'

GRADE

PROFILE

2.0% 2.0%

THRU

11.0'

B624 C&G

12.0'

2.0% 2.0%

B624 C&G

CSAH 112

2.0%

LT. TURN

CONT.

4.0'

SHLDPARKING

10.0'1.0'

VAR (1:2)

(OR FL

ATTER)

VAR (1:4)

(OR FLATTER)

BLVD

5.0'

4.0%1.5%

10.0'-16.0'

WALK

CSAH 112


TYPICAL SECTION - O

B624 C&GB624 C&G

SHLDBLVDVAR

1.5%

TRAIL

10.0' 7.0'4.0'-8.0'

SHLD

4.0'-8.0'

BLVD

5.0'

LC

THRU

11.0'

GRADE

PROFILE

2.0% 2.0%

THRU

11.0'

2.0% 2.0%

CSAH 112

LT. TURN

CONT.

0.0'-12.0'

VAR (1:2)

(OR FL

ATTER)

(OR FLATTER)

VAR (1:3)

4.0%4.0%

CSAH 112


TYPICAL SECTION - P

BLVD

B624 C&G

2.0%

8.0'

SHLD

4.5'

1.5%

TRAIL

10.0'

B424 C&G

BLVD

2.0%

8.0'

SHLD

5.0'

4.0%

LC

THRU

11.0'

GRADE

PROFILE

2.0% 2.0%

THRU

11.0'

CSAH 112

SHORELINE

1:1

TYP

REINFORCED

SOIL

SLOPE

VAR (1:2)

(OR FL

ATTER)

BLVD

7.0'

4.0%

1.5%

TRAIL

10.0'


TYPICAL SECTION - X

LC

15.0' 15.0'

SYMES ST.

VAR VAR1.5%

6.0'

WALK SHARED LN SHARED LN

SHARED LANE TRAIL

SHORELINE STABLIZATION

LEGEND

RAISED MEDIANS & CURBS

PAVED SHOULDERS

PAVED ROADWAY

EXISTING RIGHT OF WAY

BITUMINOUS TRAILS & BIKEWAYS

PROPOSED TRAFFIC SIGNAL

RETAINING WALL

GUARDRAIL

PROPOSED RIGHT OF WAY

(TOE OF SLOPE)

PRELIMINARY CONSTRUCTION LIMITS

WETLANDS

CONCRETE SIDEWALKS & TRAILS

H:\Projects\8483\CAD_BIM\Layout\8483_loa.dgn

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

(RAPID RECTANGULAR FLASHER BEACON)

PROPOSED PEDESTRIAN FLASHER SYSTEM

CITY LIMITS

PROPOSED DECIDUOUS/ORNAMENTAL TREE

PROPOSED DRY POND LOCATION

TEMPORARY CONSTRUCTION

PAVEMENT REMOVAL

SUBJECT TO CHANGE

PRELIMINARY

SHORELINE STABLIZATION

LEGEND

RAISED MEDIANS & CURBS

PAVED SHOULDERS

PAVED ROADWAY

EXISTING RIGHT OF WAY

BITUMINOUS TRAILS & BIKEWAYS

PROPOSED TRAFFIC SIGNAL

RETAINING WALL

GUARDRAIL

PROPOSED RIGHT OF WAY

(TOE OF SLOPE)

PRELIMINARY CONSTRUCTION LIMITS

WETLANDS

CONCRETE SIDEWALKS & TRAILS

H:\Projects\8483\CAD_BIM\Layout\8483_loa.dgn

PROPOSED TEMPORARY EASEMENT

PROPOSED PERMANENT EASEMENT

(RAPID RECTANGULAR FLASHER BEACON)

PROPOSED PEDESTRIAN FLASHER SYSTEM

CITY LIMITS

PROPOSED DECIDUOUS/ORNAMENTAL TREE

PROPOSED DRY POND LOCATION

TEMPORARY CONSTRUCTION

PAVEMENT REMOVAL

SUBJECT TO CHANGE

PRELIMINARY

2000 100

scale in feet

CSAH 112 PHASE 1 LAYOUT

10901095

1100

1105

1110

1115

1120

1125

100

101

120

121

140

141

160

163

180

185

10

14

191

193

200

201

220

221

401

402

1130

1135

1140

1145

1150

1155

1160

1165

LONG LAKE

LONG LAKE

WOLF P

OI

NTE TR.

CE

METER

Y R

D.

US 12

(30 MPH)

LOW SPEED

e = NC

1000' R

(30 MPH)

LOW SPEED

e = NC

3000' R

LONG LAKE CITY TRAIL

LO

NG

LA

KE

CR

EE

K

BLVD

5.7'

CSAH 112


TYPICAL SECTION - R

2.0%

8.0'

SHLDBLVD

7.0'

4.0%

B624 C&G

VAR (1:3)

(OR FLATTER)

4.0%

30.0'

CLEAR ZONE

5.0'

4.0%

8.0'

SHLD

VAR (1:2)

(OR FL

ATTER)

LC

THRU

11.0'

GRADE

PROFILE

2.0%

THRU

11.0'11.0'

2.0% 2.0%

CSAH 112

LT. TURN

2.0%

GUARDRAIL

Documents

CSAH 112 – Phase 1 Project Advisory Committee (PAC ...€¦ · existing berm along the south side of CSAH 112, including existing utilities that may need to relocate twice. Nate