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Home My WebLink About05(F) - Resolution Approving a Limited Use Permit with MnDOT for Trunk Highway 13 Non-Motorized Trails Report ITEM: 5F CITY COUNCIL AGENDA REPORT MEETING DATE: July 22, 2025 PREPARED BY: Christine Watson, Public Works Supervisor – Administration Luke Schwarz – Assistant City Engineer PRESENTED BY: Nick Monserud, Public Works Director/City Engineer AGENDA ITEM: Resolution Approving a Limited Use Permit with MnDOT for Trunk Highway 13 Non-Motorized Trails RECOMMENDED ACTION: Adopt a resolution approving a Limited Use Permit with MnDOT for Trunk Highway 13 Non- Motorized Trails. BACKGROUND: The City currently has five (5) separate Limited Use Permits (LUPs) with MnDOT for the use and maintenance of non-motorized trails along Trunk Highway 13 (TH 13), each with different expiration dates. With the upcoming addition of the new Trail Segment 1 (CR 42 to Oakland Beach Ave SE), MnDOT wishes to combine the LUPs into one master trail permit (7001-00404) that will cover all non-motorized trails within MnDOT right-of-way on TH 13. Effective upon the issuance of this new permit, MnDOT will terminate the five (5) existing LUPs and such permits will be null and void as of that date. The new LUP 7001-0040 will expire on June 3, 2035. The termination letter for the existing LUPs is attached. The attached LUP 7001-0040 has been reivewed by City staff and the City Attorney. Staff recommend council approval to execute the new LUP 7001-0040 with MnDOT. FINANCIAL IMPACT: There is no financial impact for this item. It is for administrative and authorization purposes only. ALTERNATIVES: 1. Motion and second as part of the consent agenda to adopt a resolution approving a Limited Use Permit with MnDOT for Trunk Highway 13 Non-Motorized Trails. 2. Motion and second to remove this item from the consent agenda for further discussion. ATTACHMENTS: 1. Attach 1 - MnDOT Resolution 2. Attach 2 - LUP Termination Letter 3. Attach 3 - LUP 7001-0040 City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372 Exhibit B City Resolution Page 1 of 1 LU1016 7/9/2025 EXHIBIT B CITY OF PRIOR LAKE RESOLUTION IT IS RESOLVED that the City of Prior Lake enter into Limited Use Permit No. 7001-0040 with the State of Minnesota, Department of Transportation for the following purposes: To provide for maintenance and use by the City of Prior Lake upon, along and adjacent to Trunk Highway No. 13 and the limits of which are defined in said Limited Use Permit. NOW THEREFORE BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PRIOR LAKE AS FOLLOWS; that the Mayor and the City Manager are authorized to execute the Limited Use Permit and its amendments, and that the City of Prior Lake enter into Limited Use Permit No. 7001-0040 with the State of Minnesota, Department of Transportation. CERTIFICATION I certify that the above Resolution is an accurate copy of the Resolution adopted by the City Council of the City of Prior Lake, Minnesota at an authorized meeting held on the 22nd day of July, 2025, as shown by the minutes of the meeting in my possession. Subscribed and sworn to before me this 22nd day of July, 2025 Notary Public ________________________ My Commission Expires _______________ C.S. 7001 (T.H. 13) LUP # 7001-0040 ____________________________________ (Signature) ____________________________________ (Type or Print Name) ____________________________________ (Title) ____________________________________ (Signature) ____________________________________ (Type or Print Name) ____________________________________ (Title) LUP Termination Letter Page 1 of 1 LU1018 6/10/2025 Metro District Right of Way Office Tel: 651-234-7500 1500 W. County Road B2 Roseville, MN 55113 Fax: 651-234-7708 June 10, 2025 Luke Schwarz Asst City Engineer City of Prior Lake 16776 Fish Point Rd SE Prior Lake, MN 55372 Subject: C.S. 7001 (T.H. 13) LUP # 7001-0013 LUP # 7001-0021 LUP # 7001-0024 LUP # 7001-0033 Limited Use Permit for Non-Motorized Trail Termination Notice Dear Mr. Schwarz: This letter serves as MnDOT’s formal notice to terminate the Limited Use Permits referred to as #7001-0013, # 7001-0021, # 7001-0024, and # 7001-0033 by and between the State of Minnesota, Department of Transportation (MnDOT) and the City of Prior Lake. A new non-motorized trail is being constructed with SP 201-010-008, and the existing TH 13 trails are being compile to create a City-wide trail permit. To bring the City into compliance with current Federal and State regulations and policies, MNDOT will issue LUP # 7001- 0040, included with this letter. Effective on the issuance of Limited Use Permit # 7001-0040, MnDOT terminates these Limited Use Permits and such permits are null and void effective on such date. If you have any questions or concerns, please contact me at: 651-234-7586 or e-mail Lisa.Dircks@state.mn.us Sincerely, Lisa Dircks Metro Limited Use Permit Facilitator LUP – Standardized LUP Form Page 1 of 6 LU1001 6/13/2025 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION LIMITED USE PERMIT C.S. 7001 (T.H. 13) County of Scott LUP # 7001-0040 Permittee: City of Prior Lake Expiration Date: 06/03/2035 Coop./Const. Agmt #1031912 Coop./Const. Agmt #1031080 Coop./Const. Agmt #1058429 In accordance with Minnesota Statutes Section 161.434, the State of Minnesota, through its Commissioner of Transportation, (“MnDOT”), hereby grants a Limited Use Permit (the “LUP”) to City of Prior Lake, (“Permittee”), to use the area within the right of way of Trunk Highway No. 13 as shown in red on Exhibit "A", (the “Area”) attached hereto and incorporated herein by reference. This Limited Use Permit is executed by the Permittee pursuant to resolution, a certified copy of which is attached hereto as Exhibit B. Non-Motorized Trail The Permittee's use of the Area is limited to only the constructing, maintaining and operating a nonmotorized trail ("Facility") and the use thereof may be further limited by the Code of Federal Regulations, including, but not limited to 23 C.F.R. 217 also published as the Federal-Aid Policy Guide. The permittee agrees that this permit totally replaces and supersedes the previously issued Limited Use permits affecting the Area, specifically: The first permit, #7001-0013, was issued on 10/12/2015 on CS 7001 (TH 13=117). The second permit, #7001-0021, was issued on 12/18/2018 on CS 7001 (TH 13=117). The third permit, # 7001-0024, was issued on 6/24/2019 on CS 7001 (TH 13=117). The fourth permit, #7001-0033, was issued on 1/11/2022 on CS 7001 (TH 13=117). The fifth permit, # 7001-009, was issued on 8/20/2007 on CS 7001 (TH 13=117). Upon issuance of this permit each of these earlier issued permits are cancelled. In addition, the following special provisions shall apply: LUP – Standardized LUP Form Page 2 of 6 LU1001 6/13/2025 SPECIAL PROVISIONS 1. TERM. This LUP terminates at 11:59PM on 06/03/2035 (“Expiration Date”) subject to the right of cancellation by MnDOT, with or without cause, by giving the Permittee ninety (90) days written notice of such cancellation. This LUP will not be renewed except as provided below. Provided this LUP has not expired or terminated, MnDOT may renew this LUP for a period of up to ten (10) years, provided Permittee delivers to MnDOT, not later than ninety (90) days prior to the Expiration Date, a written request to extend the term. Any extension of the LUP term will be under the same terms and conditions in this LUP, provided: (a) At the time of renewal, MnDOT will review the Facility and Area to ensure the Facility and Area are compatible with the safe and efficient operation of the highway and the Facility and Area are in good condition and repair. If, in MnDOT’s sole determination, modifications and repairs to the Facility and Area are needed, Permittee will perform such work as outlined in writing in an amendment of this LUP; and (b) Permittee will provide to MnDOT a certified copy of the resolution from the applicable governmental body authorizing the Permittee’s use of the Facility and Area for the additional term. If Permittee’s written request to extend the term is not timely given, the LUP will expire on the Expiration Date. Permittee hereby voluntarily releases and waives any and all claims and causes of action for damages, costs, expenses, losses, fees and compensation arising from or related to any cancellation or termination of this LUP by MnDOT. Permittee agrees that it will not make or assert any claims for damages, costs, expenses, losses, fees and compensation based upon the existence, cancellation or termination of the LUP. Permittee agrees not to sue or institute any legal action against MnDOT based upon any of the claims released in this paragraph. 2. REMOVAL. Upon the Expiration Date or earlier termination, at the Permittee’s sole cost and expense Permittee will: (a) Remove the Facility and restore the Area to a condition satisfactory to the MnDOT District Engineer; and (b) Surrender possession of the Area to MnDOT. If, without MnDOT’s written consent, Permittee continues to occupy the Area after the Expiration Date or earlier termination, Permittee will remain subject to all conditions, provisions, and obligations of this LUP, and further, Permittee will pay all costs and expenses, including attorney’s fees, in any action brought by MnDOT to remove the Facility and the Permittee from the Area. LUP – Standardized LUP Form Page 3 of 6 LU1001 6/13/2025 3. CONSTRUCTION. The construction, maintenance, and supervision of the Facility shall be at no cost or expense to MnDOT. Before construction of any kind, the plans for such construction shall be approved in writing by the MnDOT's District Engineer. Approval in writing from MnDOT District Engineer shall be required for any changes from the approved plan. The Permittee will construct the Facility at the location shown in the attached Exhibit "A", and in accordance with MnDOT-approved plans and specifications. Further, Permittee will construct the Facility using construction procedures compatible with the safe and efficient operation of the highway. Upon completion of the construction of the Facility, the Permittee shall restore all disturbed slopes and ditches in such manner that drainage, erosion control and aesthetics are perpetuated. The Permittee shall preserve and protect all utilities located on the lands covered by this LUP at no expense to MnDOT and it shall be the responsibility of the Permittee to call the Gopher State One Call System at 1-800-252-1166 at least 48 hours prior to performing any excavation. Any crossings of the Facility over the trunk highway shall be perpendicular to the centerline of the highway and shall provide and ensure reasonable and adequate stopping sight distance. 4. MAINTENANCE. Any and all maintenance of the Facility shall be provided by the Permittee at its sole cost and expense, including, but not limited to, plowing and removal of snow and installation and removal of regulatory signs. No signs shall be placed on any MnDOT or other governmental agency sign post within the Area. MnDOT will not mark obstacles for users on trunk highway right of way. 5. USE. Other than as identified and approved by MnDOT, no permanent structures or no advertising devices in any manner, form or size shall be allowed on the Area. No commercial activities shall be allowed to operate upon the Area. Any use permitted by this LUP shall remain subordinate to the right of MnDOT to use the property for highway and transportation purposes. This LUP does not grant any interest whatsoever in land, nor does it establish a permanent park, recreation area or wildlife or waterfowl refuge. No rights to relocation benefits are established by this LUP. This LUP is non-exclusive and is granted subject to the rights of others, including, but not limited to public utilities which may occupy the Area. 6. APPLICABLE LAWS. This LUP does not release the Permittee from any liability or obligation imposed by federal law, Minnesota Statutes, local ordinances, or other agency regulations LUP – Standardized LUP Form Page 4 of 6 LU1001 6/13/2025 relating thereto and any necessary permits relating thereto shall be applied for and obtained by the Permittee. Permittee at its sole cost and expense, agrees to comply with, and provide and maintain the Area, Facilities in compliance with all applicable laws, rules, ordinances and regulations issued by any federal, state or local political subdivision having jurisdiction and authority in connection with said Area including the Americans with Disabilities Act (“ADA”). If the Area and Facilities are not in compliance with the ADA or other applicable laws MnDOT may enter the Area and perform such obligation without liability to Permittee for any loss or damage to Permittee thereby incurred, and Permittee shall reimburse MnDOT for the cost thereof, plus 10% of such cost for overhead and supervision within 30 days of receipt of MnDOT’s invoice. 7. CIVIL RIGHTS. The Permittee for itself, successors in interest, and assigns, as a part of the consideration hereof, does hereby covenant and agree that in the event improvements are constructed, maintained, or otherwise operated on the Property described in this Limited Use Permit for a purpose for which a MnDOT activity, facility, or program is extended or for another purpose involving the provision of similar services or benefits, the Permittee will maintain and operate such improvements and services in compliance with all requirements imposed by the Acts and Regulations relative to nondiscrimination in federally-assisted programs of the United States Department of Transportation, Federal Highway Administration, (as may be amended) such that no person on the grounds of race, color, national origin, sex, age, disability, income- level, or limited English proficiency will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said improvements. 8. SAFETY. MnDOT shall retain the right to limit and/or restrict any activity, including the parking of vehicles and assemblage of Facility users, on the highway right of way over which this LUP is granted, so as to maintain the safety of both the motoring public and Facility users. 9. ASSIGNMENT. No assignment of this LUP is allowed. 10. IN WRITING. Except for those which are set forth in this LUP, no representations, warranties, or agreements have been made by MnDOT or Permittee to one another with respect to this LUP. 11. ENVIRONMENTAL. The Permittee shall not dispose of any materials regulated by any governmental or regulatory agency onto the ground, or into any body of water, or into any container on the State’s right of way. In the event of spillage of regulated materials, the Permittee shall notify in writing MnDOT’s District Engineer and shall provide for cleanup of the spilled material and of materials contaminated by the spillage in accordance with all applicable federal, state and local laws and regulations, at the sole expense of the Permittee. 12. MECHANIC’S LIENS. The Permittee (for itself, its contractors, subcontractors, its materialmen, and all other persons acting for, through or under it or any of them), covenants that no laborers', mechanics', or materialmens' liens or other liens or claims of any kind whatsoever shall be filed LUP – Standardized LUP Form Page 5 of 6 LU1001 6/13/2025 or maintained by it or by any subcontractor, materialmen or other person or persons acting for, through or under it or any of them against the work and/or against said lands, for or on account of any work done or materials furnished by it or any of them under any agreement or any amendment or supplement thereto. 13. NOTICES. All notices which may be given, by either party to the other, will be deemed to have been fully given when served personally on MnDOT or Permittee or when made in writing addressed as follows: to Permittee at: and to MnDOT at: City of Prior Lake State of Minnesota, Department of Transportation 4646 Dakota St SE Metro District Right of Way Prior Lake, MN 55372 1500 W. County Road B2 Roseville, MN 55113 The address to which notices are mailed may be changed by written notice given by either party to the other. 14. INDEMNIFICATION AND RELEASE. Permittee shall indemnify, defend to the extent authorized by the Minnesota Attorney General’s Office, hold harmless and release the State of Minnesota, its Commissioner of Transportation, employees, the FHWA, and any successors and assigns of the foregoing, from and against all claims, demands, and causes of action for injury to or death of persons or loss of or damage to property (including Permittee’s property) occurring on the Area and Facility or arising out of or associated with Permittee’s use and occupancy of the Area and Facility, regardless of whether such injury, death, loss, or damage (i) is caused in part by the negligence (but not the gross negligence or willful misconduct) of MnDOT or (ii) is deemed to be the responsibility of MnDOT because of its failure to supervise, inspect, or control the operations of Permittee or otherwise discover or prevent actions or operations of Permittee giving rise to liability to any person. Nothing in this LUP shall obligate Permittee to indemnify or save MnDOT harmless from (a) any gross negligence or willful misconduct of MnDOT or its employees, contractors, agents, or anyone for whom MnDOT is legally responsible, or (b) any claims, demands or causes of action not arising out of or associated with Permittee’s occupancy or use of the Area and Facility. Permittee hereby releases the State of Minnesota, its Commissioner of Transportation, employees, the FHWA, and any successors and assigns of the foregoing, from and against all claims, demands, suits, losses, costs, expenses, and causes of action for loss of or damages to the Area and Facility or to Permittee’s property on or about the Area and Facility, except when such loss or damage is caused solely by the negligence of MnDOT or its employees, contractors, agents, or anyone for whom MnDOT is legally responsible. MnDOT’s liability is subject to the Minnesota Tort Claims Act, Minn. Stat. §3.736 and other applicable law. LUP – Standardized LUP Form Page 6 of 6 LU1001 6/13/2025 MINNESOTA DEPARTMENT OF TRANSPORTATION RECOMMENDED FOR APPROVAL CITY OF PRIOR LAKE By_________________________________ Its Mayor And________________________________ Its City Manager By:______________________________ District Engineer Date_____________________________ APPROVED BY: COMMISSIONER OF TRANSPORTATION By:______________________________ Director, Office of Land Management Date____________________________ The Commissioner of Transportation by the execution of this permit certifies that this permit is necessary in the public interest and that the use intended is for public purposes. 935 940 945 950 955 960 935 940 945 950 955 960 930 935 940 945 950 955 930 935 940 945 950 955 930 935 940 945 950 955 930 935 940 945 950 955 935 940 945 950 955 960 935 940 945 950 955 960 0.85% -4.63% 1.25%3.05%VP I : 3 5 + 6 0 . 0 6 EL : 9 4 1 . 9 4 VP I : 3 5 + 8 1 . 1 4 EL : 9 4 2 . 5 8 VPI: 32+24.10 EL: 950.39 A = -5.48% K = 31.95 L=175' VPI: 34+39.28 EL: 940.43 A = 5.88% K = 34.02 L=200' HP : 3 1 + 6 3 . 7 5 EL : 9 4 9 . 7 6 LP : 3 4 + 9 6 . 7 5 EL : 9 4 1 . 4 1 VP C : 3 1 + 3 6 . 6 0 EL : 9 4 9 . 6 5 VP T : 3 5 + 3 9 . 2 8 EL : 9 4 1 . 6 8 VP T : 3 3 + 1 1 . 6 0 EL : 9 4 6 . 3 4 VP C : 3 3 + 3 9 . 2 8 EL : 9 4 5 . 0 6 94 8 . 9 1 94 9 . 3 30+50 94 9 . 1 2 94 9 . 3 94 9 . 3 3 94 9 . 4 31+00 94 9 . 5 5 95 0 . 2 94 9 . 7 3 95 0 . 3 31+50 94 9 . 7 4 95 0 . 3 94 9 . 5 6 95 0 . 1 32+00 94 9 . 1 7 94 9 . 9 94 8 . 6 0 94 8 . 9 32+50 94 7 . 8 2 94 7 . 9 94 6 . 8 6 94 6 . 6 33+00 94 5 . 7 2 94 5 . 5 94 4 . 5 8 94 4 . 6 33+50 94 3 . 5 9 94 3 . 9 94 2 . 7 9 94 3 . 4 34+00 94 2 . 1 7 94 3 . 0 94 1 . 7 4 94 2 . 5 34+50 94 1 . 4 8 94 2 . 1 94 1 . 4 2 94 1 . 6 35+00 94 1 . 5 3 94 1 . 7 94 1 . 8 1 94 1 . 8 35+50 94 2 . 4 0 94 2 . 5 94 2 . 9 36+00 36+50 37+00 37+50 38+00 94 8 . 8 0 94 8 . 9 32+32 94 8 . 3 7 94 8 . 2 32+50 94 7 . 6 0 94 7 . 4 94 6 . 6 3 94 6 . 2 33+00 94 5 . 5 0 94 4 . 9 94 4 . 3 6 94 4 . 1 33+50 94 3 . 3 7 94 3 . 1 94 3 . 0 5 94 2 . 8 33+84 94 3 . 0 5 94 2 . 8 60+00 94 1 . 6 6 94 2 . 0 60+50 94 1 . 0 6 94 1 . 3 61+00 94 2 . 2 8 94 2 . 6 94 1 . 2 5 94 1 . 9 -1.04% VP I : 6 0 + 0 0 . 0 0 EL : 9 4 3 . 0 5 VP I : 6 0 + 2 0 . 6 6 EL : 9 4 2 . 4 1 VP I : 6 0 + 4 1 . 0 9 EL : 9 4 1 . 8 6 VP I : 6 0 + 6 3 . 8 7 EL : 9 4 1 . 3 9 VP I : 6 0 + 8 7 . 4 2 EL : 9 4 1 . 1 2 94 7 . 6 6 94 8 . 0 50+31 94 7 . 0 4 94 7 . 2 50+50 94 6 . 0 7 94 6 . 1 94 4 . 9 3 94 5 . 0 51+00 94 3 . 7 9 94 3 . 9 94 2 . 8 2 94 2 . 8 51+50 94 2 . 0 1 94 2 . 1 94 1 . 2 9 94 1 . 6 52+00 94 0 . 7 9 94 1 . 2 94 0 . 5 6 94 1 . 0 52+50 94 0 . 6 7 94 1 . 2 94 0 . 9 1 94 1 . 4 52+96 -3.24%-3.75% -1.10%1.07% VP I : 5 0 + 4 8 . 9 3 EL : 9 4 7 . 0 8 VP I : 5 0 + 7 3 . 9 3 EL : 9 4 6 . 1 2 VP I : 5 0 + 9 4 . 1 2 EL : 9 4 5 . 2 0 VP I : 5 1 + 2 3 . 6 6 EL : 9 4 3 . 8 5 VP I : 5 1 + 4 6 . 5 7 EL : 9 4 2 . 9 4 VP I : 5 1 + 6 9 . 7 9 EL : 9 4 2 . 1 7 VP I : 5 1 + 9 3 . 3 0 EL : 9 4 1 . 4 7 VP I : 5 2 + 1 9 . 2 4 EL : 9 4 0 . 8 8 VP I : 5 2 + 4 1 . 3 7 EL : 9 4 0 . 6 1 VP I : 5 2 + 6 2 . 6 5 EL : 9 4 0 . 5 4 VP I : 5 2 + 9 0 . 7 6 EL : 9 4 0 . 8 4 94 1 . 4 9 94 1 . 6 61+50 62+00 94 1 . 2 2 94 1 . 5 94 1 . 7 1.07%LP : 6 1 + 0 8 . 9 5 EL : 9 4 1 . 0 5 VP I : 6 1 + 7 1 . 9 3 EL : 9 4 1 . 7 2 -4.63% VP I : 3 3 + 1 1 . 7 6 EL : 9 4 6 . 1 1 VP I : 3 3 + 3 9 . 4 4 EL : 9 4 4 . 8 3 C C S S S D C C S C C C E E X G G G G G G G G G G G G G G G G G G C C G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E C C C C C C C X X X C G G S D >>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>> >> >>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > >> >> >> > > >>>>>>>>>>>>>>>>>>>>>>>>>> >>>> >> >> >>>>>>>>>>>>>> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>> 40 + 0 0 41 + 0 0 3 31+00 32+00 33+00 34+00 35+00 36+00 EP: 36+16.79 PI: 35+08.31 PI: 35+60.06 PI: 31+56.02 PC: 34+02.79 PT: 34+78.60 2 . 0 0 % 31+00 32+00 3 31+00 STA: 31+89.17 PLEASANT STREET CL= STA: 40+35.19 MAIN AVENUE CL PLEASANT STREET LEFT LOC ALIGNMENT 2 (ANGLED PARKING) PLEASANT STREET LEFT EOP-LOC ALIGNMENT 33+00 34+00 35+00 36+00 3 32+59.29 33+00 3 STA: 33+84.28 PLEASANT STREET RIGHT EOP ALIGNMENT 1= STA: 60+00 PLEASANT STREET RIGHT EOP ALIGNMENT 2 PLEASANT STREET RIGHT EOP ALIGNMENT 2 PLEASANT STREET RIGHT EOP ALIGNMENT 1 33+00 34+003 6 60+00 61+00 EP: 61+79.95 PI: 61+48.15 PI: 61+49.52 PI: 61+63.91 PI: 61+71.93 PT: 60+55.21 PLEASANT STREET RIGHT LOC ALIGNMENT 2 (ANGLED PARKING) 51+00 52+00 PC: 51+58.04 PT: 50+31.47 PT: 52+08.96 L =7 5 .8 1 R =3 0 0 .0 0 Δ =1 4 °2 8 '4 2" 16323 PLATE ON MAIN L L C 16328 PRIOR LA K E , C I T Y OF & CIT Y M A N A G E R 16318 PRIOR LA K E C I T Y OF & CIT Y M A N A G E R 16306 VETERAN S O F FOREIGN W A R S & VFW POS T 6 2 0 8 LE MANAGEMENT PROPERTIES PRIOR LAKE CITY OF & CITY MANAGER LANGHO R S T RANDY W & C/O DELORES LANGHO R S T P R I O R L A K E C I T Y O F & C I T Y M A N A G E R STREET CONSTRUCTION NOTES: 1.ALL CURB WITH ADJACENT SIDEWALK SHALL HAVE A CONCRETE SILL PER MnDOT STANDARD PLAN 5-297.254. 2.ALL PEDESTRIAN RAMPS AND LANDINGS SHALL BE 6 INCH CONCRETE. 3.ALL RESIDENTIAL DRIVEWAYS (INCLUDING THE SIDEWALK THROUGH DRIVEWAY) SHALL BE 6 INCHES. 4.ALL COMMERCIAL DRIVEWAYS (INCLUDING THE SIDEWALK THROUGH DRIVEWAY) SHALL BE 7 INCHES. 5.ALL RESIDENTIAL SIDEWALK SHALL BE 4 INCH CONCRETE. 6.ALL COMMERCIAL SIDEWALK (INCLUDING PAVED BOULEVARDS) SHALL BE 6 INCH CONCRETE. 7.PAVED BOULEVARDS SHALL BE TIE TO THE CONCRETE WALK PER MnDOT STANDARD PLAN 5-297.254. 8.SIDEWALKS SHALL MEET ADA LANDING REQUIREMENTS AT ALL BUILDING ENTRANCES. 9.CONSTRUCT PEDESTRIAN RAMPS IN CONFORMANCE WITH MnDOT STANDARD PLAN 5-297.250. 10.SEE LANDSCAPING SHEETS FOR ADDITIONAL STREETSCAPING. 11.COORDINATE OVERHEAD POWER BURIAL WITH CITY'S ELECTRICIAN & XCEL ENERGY (SEE SPECS). STREET LEGEND 4 INCH CONCRETE WALK 6 INCH CONCRETE WALK 6 INCH CONCRETE WALK SPECIAL 1 6 INCH CONCRETE WALK SPECIAL 2 INSTALL SALVAGED MAIL BOX SUPPORT1 7 INCH CONCRETE DRIVEWAY PAVEMENT 6 INCH CONCRETE DRIVEWAY PAVEMENT BITUMINOUS PATCH SPECIAL 1 BITUMINOUS PAVEMENT BITUMINOUS PATCH SPECIAL 2 BRICK PAVERS 17' DATELIC. NO. 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. SHEET B o l t o n & M e n k , I n c . 20 2 1 , A l l R i g h t s R e s e r v e d c H: \ P L A K \ T 1 8 1 2 0 6 6 5 \ C A D \ C 3 D \ 1 2 0 6 6 5 C 6 0 1 - 1 2 0 6 6 5 C 6 0 6 - S T R E E T S . d w g 12 / 1 3 / 2 0 2 1 5 : 3 9 : 1 1 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO. R 12224 NICOLLET AVENUE BURNSVILLE, MINNESOTA 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comBRADLEY J. FISHER 56595 MM/DD/YYYY DOWNTOWN SOUTH RECONSTRUCTION SAP 201-102-002, SAP 201-119-003, & SAP 201-131-001 ARK ARK BJF T18.120665 R C6.06STREET PLAN & PROFILE PLEASANT STREET FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. B618 C&G B618 C&G B618 C&G B618 C&G B618 C&G B618 C&G B6 1 8 C & G B6 1 8 C & G 17' 17'17' R/W 80' +/- 60' F/F 36' F/F R/W 64' + / - R/W 78.5 ' + / - R/W 66' 60' F/F EXISTING GROUND PROFILE PROPOSED CL PROFILE NOTE: PROFILE AND STATIONING BASED ON PLEASANT STREET CENTERLINE ALIGNMENT PLEASAN T S T R E E T MA I N A V E N U E TH 1 3 PROPOSED CL ELEVEXISTING ELEV PROPOSED ELEVEXISTING ELEV PROPOSED ELEVEXISTING ELEV PROPOSED ELEVEXISTING ELEV NOTE: PROFILE AND STATIONING BASED ON PLEASANT STREET RIGHT LOC ALIGNMENT 2NOTE: PROFILE AND STATIONING BASED ON PLEASANT STREET RIGHT EOP ALIGNMENT 2NOTE: PROFILE AND STATIONING BASED ON PLEASANT STREET RIGHT EOP ALIGNMENT EXISTING GROUND PROFILE PROPOSED EOP PROFILE PROPOSED EOP PROFILE PROPOSED LOC PROFILE EXISTING GROUND PROFILE SEE INTERSECTION DETAIL SHEET C6.16 SEE INTERSECTION DETAIL SHEET C6.15 43' F/F MnDOT R/W EXISTING GROUND PROFILE SUBSURFACE DRAIN CLEANOUT (TYP) 4" PERF PE PIPE DRAIN (TYP) 4" PERF PE PIPE DRAIN (TYP) STA. 35+86.42 END CONSTRUCTION SAP 201-102-002 65 SY 7" CONCRETE VALLEY GUTTER DRAFTDRAFT EXHIBIT A REALMS LUP # 7001-0013(2 of 4) DESIGN TEAM 12' 45 ,-14' B424 C&G +80 1:10 TAPER ....._ 14' '�--�.........__ - --1-1-1-1 1 -:::,:_-!-1-.::,........[--,_ I � • .._ '-..: -'f-ffi!'< f-!"..!11-�f"Y'• y • ·- • m.-� -.,, • • • • �� ":IP-�'"' ,.� -----.. -----t, -----~ • ------_Uf. ;;;;RU--;;;,/.: - v ) LIMITS / _ _..,.INSET A "--. SCAlE IN FEET O' 25' 50' ',,,' 3 06 ; 63.21 RT MATCH EXISTING 17.5' BITUMINOUS f hereby ce by me or under DRAWN BY: NCM L--l--1-----J---------------------1 DESIGNER: KMP L--l--1-----J---------------------1 licensed Professlonol nesoto, CHECKED BY: � NO. BY DATE REVISIONS Printed Name: � SEH =---� B424 C&G --�-------- ��¾. ·�- 86 C 150TH ST, W. STA 25+57.70 � ....... "' / • OTES: l ------ <>= INPLACE TRAFFIC .... TRAFFIC ...,. I SCAlE IN FEET O' 25' 50' EE INTE RSECTION DETAILS FOR DRIVEWAY INFORMATION. PHONE: 651.490.2000 3535 VAIJNAJS CENTER DR. ST, PAUL, MN 55110-5196 www.sehinc.com MINNESOTA DEPARTMENT OF TRANSPORTATION T.H. 13/15OTH STREET INTERSECTION RECONSTRUCTION S.P. 7001-104 (TH 13), S.A.P. 201-105-008 1--.........(_,. �''.. '-, ;" ''¾, , ..... ...._ .... CONSTRUCTION PLAN FlLE NO. CP4 OF CP9 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 0 9 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 55 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE TRAIL - SEGMENT 1 STA 100+24.79 BEGIN INPLACE GROUNDLINE ELEVATION PROFILE ELEVATION Trail - Segment 1 SP 201-010-008, SP 7001-143 (TH 13) 9 2 0 . 6 0 9 1 8 . 8 9 9 1 7 . 5 3 9 1 5 . 6 0 9 1 7 . 1 2 9 1 7 . 8 2 9 1 7 . 6 7 9 1 8 . 5 7 9 2 0 . 0 8 9 2 0 . 9 1 9 2 1 . 3 8 9 2 1 . 1 5 9 2 1 . 2 4 100+00 101+00 102+00 103+00 104+00 105+00 106+00 910 910 912 912 914 914 916 916 918 918 920 920 922 922 924 924 926 926 928 928 930 930 TRAIL-SEGMENT 1� 10' BIT TRAIL D I CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE V P I 1 0 6 + 0 0 . 0 0 EL 9 2 1 . 3 1 V P I 1 0 0 + 2 5 . 0 0 E L 9 1 8 . 8 9 V P C 1 0 5 + 5 0 .0 0 EL 9 2 1 . 5 1 LVC = 100.00' SSD = 577.95' EX = -0.26' K = 49 9 2 0 . 6 0 LVC = 100.00' EX = 0.12' K = 107 V P I 1 0 1 + 6 3 . 1 9 E L 9 1 9 . 0 0 V P C 1 0 1 + 1 3 . 1 9 E L 9 1 8 . 9 6 V P T 1 0 2 + 1 3 . 1 9 E L 9 1 9 . 5 1 +1.01% +0.08% 9 1 8 . 8 9 9 1 7 . 5 3 9 1 5 . 6 0 9 1 7 . 1 2 9 1 7 . 8 2 9 1 7 . 6 7 9 1 8 . 5 7 9 2 0 . 0 8 9 2 0 . 9 1 9 2 1 . 3 8 9 2 1 . 1 5 9 2 1 . 2 4 V P I 1 0 4 + 5 0 . 0 0 E L 9 2 1 . 9 1 V H P 1 0 4 + 7 1 . 7 0 E L 9 2 1 . 7 6 V P C 1 0 4 + 0 0 . 0 0 E L 9 2 1 . 4 0 V P T 1 0 5 + 0 0 . 0 0 E L 9 2 1 . 7 1 -0.40%+1.01%-0.40% +0.08% +1.01% -0.40% LVC = 100.00' SSD = 813.41' EX = -0.18' K = 71 BEGIN SP 201-010-008, SP 7001-143 (TH 13) TRAIL- SEGMENT 1 STA 100+24.79 TH 13 O A K LA N D B EA CH A V E SE 100 105 0000 S E E S H E E T C P 2 M A T C H L I N E S T A 1 0 6 + 0 0 . 0 0 1 1 2 3 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 0 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 MH DI DI SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 56 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE INPLACE GROUNDLINE ELEVATION PROFILE ELEVATION Trail - Segment 1 9 2 0 . 6 0 9 1 9 . 3 2 9 1 7 . 7 2 9 1 6 . 3 0 9 1 4 . 6 4 9 1 4 . 1 2 9 1 3 . 3 5 9 1 1 . 9 6 9 1 2 . 3 4 9 1 3 . 5 6 9 1 4 . 5 0 9 1 4 . 2 7 9 1 4 . 0 8 106+00 107+00 108+00 109+00 110+00 111+00 112+00 906 906 908 908 910 910 912 912 914 914 916 916 918 918 920 920 922 922 924 924 TRAIL-SEGMENT 1� STA 112+13.72 TRAIL - SEGMENT 1 END CONSTRUCTION 10' BIT TRAIL STORM SEWER CONNECT TO EXISTING STORM SEWER CONNECT TO EXISTING D I CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE LVC = 325.00' EX = 1.46' K = 90 V P I 1 0 9 + 5 0 . 0 0 E L 9 1 2 . 7 5 V P I 1 0 6 + 0 0 . 0 0 E L 9 2 1 . 3 1 V L P 1 1 0 + 0 8 . 0 6 E L 9 1 4 . 0 3 V P T 1 0 6 + 5 0 . 0 0 E L 9 2 0 . 0 9 V P C 1 0 7 + 8 7 . 5 0 E L 9 1 6 . 7 2 V P T 1 1 1 + 1 2 . 5 0 E L 9 1 4 . 6 3 -2 .44%+1.16% -2 .44% +1.16%LVC = 100.00' SSD = 577.95' EX = -0.26' K = 49 9 2 1 . 0 5 9 2 0 . 0 9 9 1 8 . 8 6 9 1 7 . 6 4 9 1 6 . 4 3 9 1 5 . 4 1 9 1 4 . 6 8 9 1 4 . 2 2 9 1 4 . 0 3 9 1 4 . 1 3 9 1 4 . 5 0 9 1 5 . 0 7 9 1 5 . 6 5 TH 13 R U S T I C R D S E R U ST IC R D SE 110 200 5002 50015000 0000 M A T C H L I N E S T A S E E S H E E T 5 5 1 0 6 + 0 0 . 0 0 1 1 2 3 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 1 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 57 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE INPLACE GROUNDLINE ELEVATIONPROFILE ELEVATION Trail - Segment 2 9 1 5 . 8 7 9 1 2 . 9 3 9 1 4 . 0 8 9 1 4 . 2 2 9 1 4 . 0 5 9 1 4 . 0 2 9 1 3 . 8 0 9 1 3 . 8 0 9 1 3 . 6 9 9 1 4 . 5 2 9 1 5 . 7 7 9 1 6 . 0 5 9 1 6 . 2 6 9 1 6 . 6 1 200+00 201+00 202+00 203+00 204+00 205+00 206+00 906 906 908 908 910 910 912 912 914 914 916 916 918 918 920 920 922 922 924 924 TRAIL-SEGMENT 2� STA 200+12.50 TRAIL - SEGMENT 2 BEGIN CONSTRUCTION 10' BIT TRAIL DESIGN SINGLE SLOPE TYPE 42A CONCRETE MEDIAN BARRIER IMPACT ATTENUATOR +45 +21.5 D I CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE VP I 2 0 2 + 3 1 . 9 8 EL 9 1 5 . 5 9 VP I 2 0 3 + 6 4 . 4 1 EL 9 1 5 . 8 7 V P I 2 0 5 + 6 9 . 7 8 EL 9 1 6 . 9 2 V P I 2 0 6 + 3 0 . 0 0 EL 9 1 7 . 0 4 V P I 2 0 0 + 1 7 . 5 5 EL 9 1 5 . 8 5 VP C 2 0 3 + 4 4 . 4 1 EL 9 1 5 . 8 4 VP T 2 0 3 + 8 4 . 4 1 EL 9 1 5 . 8 5 VP C 2 0 5 + 5 4 . 7 8 EL 9 1 6 . 8 1 VP T 2 0 5 + 8 4 . 7 8 EL 9 1 6 . 9 5 VP C 2 0 6 + 1 5 . 0 0 EL 9 1 7 . 0 1 VP T 2 0 6 + 4 5 . 0 0 EL 9 1 7 . 0 5 VP C 2 0 2 + 1 6 . 9 8 EL 9 1 5 . 6 0 VP T 2 0 2 + 4 6 . 9 8 EL 9 1 5 . 6 3 +0.11% LVC = 40.00' SSD = 3778.68' EX = -0.01' K = 139 LVC = 30.00' SSD = 2190.34' EX = -0.02' K = 60 LVC = 30.00' SSD = 12376.02' EX = -0.00' K = 344 LVC = 30.00' EX = 0.01' K = 82 9 1 7 . 0 6 LVC = 40.00' EX = 0.07' K = 30 VH P 2 0 3 + 6 7 . 7 8 EL 9 1 5 . 8 6 V P C 2 0 4 + 3 7 . 7 9 E L 9 1 5 . 7 9 V P T 2 0 4 + 7 7 . 7 9 E L 9 1 6 . 0 1 V P C 2 0 6 + 4 5 . 7 7 E L 9 1 7 . 0 5 -0.29% +0.69% +0.20% -0.07%-0.08%+0.29%+0.17%-0.12%+1.23% LVC = 30.00' SSD = 2023.47' EX = -0.02' K = 56 LVC = 30.00' EX = 0.01' K = 142 V P I 2 0 1 + 3 8 . 5 6 E L 9 1 5 . 6 6 V P I 2 0 4 + 5 7 . 7 9 E L 9 1 5 . 7 6 V P I 2 0 0 + 8 9 . 0 7 E L 9 1 5 . 8 0 V P I 2 0 2 + 8 3 . 2 5 E L 9 1 5 . 7 4 V P I 2 0 5 + 2 8 . 3 3 E L 9 1 6 . 6 3 V L P 2 0 2 + 2 3 . 1 3 E L 9 1 5 . 6 0 V L P 2 0 4 + 4 1 . 3 3 E L 9 1 5 . 7 8 V P C 2 0 0 + 7 4 . 0 7 E L 9 1 5 . 8 1 V P T 2 0 1 + 0 4 . 0 7 E L 9 1 5 . 7 6 V P C 2 0 2 + 6 8 . 2 5 E L 9 1 5 . 6 9 V P T 2 0 2 + 9 8 . 2 5 E L 9 1 5 . 7 6 V P C 2 0 5 + 1 3 . 3 3 E L 9 1 6 . 4 5 V P T 2 0 5 + 4 3 . 3 3 E L 9 1 6 . 7 3 V P C 2 0 1 + 2 3 . 5 6 E L 9 1 5 . 7 0 V P T 2 0 1 + 5 3 . 5 6 E L 9 1 5 . 6 5 LVC = 30.00' SSD = 5032.95' EX = -0.01' K = 139 LVC = 30.00' SSD = 8792.27' EX = -0.00' K = 244 9 1 5 . 8 5 9 1 5 . 8 3 9 1 5 . 7 7 9 1 5 . 6 5 9 1 5 . 6 1 9 1 5 . 6 4 9 1 5 . 7 6 9 1 5 . 8 5 9 1 5 . 8 3 9 1 5 . 8 0 9 1 6 . 2 8 9 1 6 . 7 8 9 1 6 . 9 8 TH 13 R U S T I C R D S E R U ST IC R D SE 200 205 5004 5003 5004A 0000 S E E S H E E T C P 4 M A T C H L I N E S T A 2 0 6 + 3 0 . 0 0 1 1 2 3 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 2 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 G P 915 915 SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 58 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE INPLACE GROUNDLINE ELEVATIONPROFILE ELEVATION Trail - Segment 2 9 1 6 . 6 1 9 1 7 . 1 6 9 1 7 . 5 3 9 1 8 . 0 1 9 1 8 . 3 9 9 1 8 . 5 0 9 1 8 . 5 7 9 1 8 . 5 9 9 1 9 . 2 1 9 1 9 . 7 7 9 2 0 . 2 0 9 2 0 . 6 2 9 2 1 . 4 4 9 1 9 . 9 1 207+00 208+00 209+00 210+00 211+00 212+00 213+00 910 910 912 912 914 914 916 916 918 918 920 920 922 922 924 924 926 926 928 928 930 930 EARTH RETENTION SYSTEM (TEMPORARY) APPOXIMATE LOCATION FOR TRAIL-SEGMENT 2� 10' BIT TRAIL DESIGN SINGLE SLOPE TYPE 42A CONCRETE MEDIAN BARRIER +45+81 +30 IMPACT ATTENUATOR RETAINING WALL 1 FOR DEPRESSION PROPOSED CONTOURS +80.5 D I CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE VP I 2 0 7 + 3 9 . 0 9 EL 9 1 7 . 5 9 VP I 2 0 8 + 3 8 . 5 0 EL 9 1 8 . 6 7 VP C 2 0 8 + 2 3 . 5 0 EL 9 1 8 . 5 3 VP T 2 0 8 + 5 3 . 5 0 EL 9 1 8 . 7 4 VP T 2 0 7 + 5 4 . 0 9 EL 9 1 7 . 7 8 VP C 2 1 0 + 2 0 . 0 0 EL 9 1 9 . 5 9 VP T 2 1 0 + 5 0 . 0 0 EL 9 1 9 . 8 6 LVC = 30.00' SSD = 2139.77' EX = -0.02' K = 59 LVC = 30.00' EX = 0.02' K = 52 LVC = 30.00' EX = 0.02' K = 63 9 2 1 . 5 4 LVC = 30.00' EX = 0.02' K = 54 LVC = 30.00' EX = 0.01' K = 130 LVC = 20.00' EX = 0.01' K = 39 V P I 2 0 6 + 6 0 . 7 7 E L 9 1 7 . 0 7 V P I 2 0 9 + 5 4 . 5 6 E L 9 1 9 . 1 6 V P I 2 1 2 + 5 0 . 0 0 EL 9 2 1 . 7 0 V P T 2 0 6 + 7 5 . 7 7 E L 9 1 7 . 1 7 -0.71% +1.13% +0.11% +1.24% +0.93%+0.42% +0.65% +1.25% LVC = 30.00' SSD = 3505.30' EX = -0.01' K = 97 LVC = 40.00' SSD = 2745.87' EX = -0.02' K = 101 LVC = 50.00' SSD = 577.52' EX = -0.12' K = 26 9 1 7 . 0 6 9 1 7 . 3 3 9 1 7 . 7 3 9 1 8 . 3 1 9 1 8 . 7 2 9 1 8 . 9 3 9 1 9 . 1 5 9 1 9 . 4 6 9 1 9 . 8 6 9 2 0 . 3 5 9 2 0 . 7 2 9 2 1 . 1 0 9 2 1 . 5 7 LVC = 50.00' EX = 0.30' K = 10 V P I 2 1 0 + 3 5 . 0 0 E L 9 1 9 . 6 9 V P I 2 1 2 + 0 2 . 8 7 E L 9 2 1 . 1 1 V P I 2 0 7 + 8 9 . 9 1 E L 9 1 8 . 2 2 V P I 2 1 0 + 8 3 . 5 8 E L 9 2 0 . 2 3 V L P 2 1 2 + 8 7 . 3 7 E L 9 2 1 . 4 6 V H P 2 1 2 + 5 6 . 8 9 E L 9 2 1 . 5 8 V P C 2 0 7 + 7 4 . 9 1 E L 9 1 8 . 0 4 V P T 2 0 8 + 0 4 . 9 1 E L 9 1 8 . 3 6 V P C 2 1 0 + 6 3 . 5 8 E L 9 2 0 . 0 1 V P T 2 1 1 + 0 3 . 5 8 E L 9 2 0 . 3 8 V P C 2 1 2 + 2 5 . 0 0 E L 9 2 1 . 3 9 V P T 2 1 2 + 7 5 . 0 0 E L 9 2 1 . 5 2 V P C 2 0 7 + 2 4 . 0 9 E L 9 1 7 . 4 9 V P C 2 0 9 + 3 9 . 5 6 E L 9 1 9 . 1 0 V P T 2 0 9 + 6 9 . 5 6 E L 9 1 9 . 2 6 V P C 2 1 1 + 9 2 . 8 7 E L 9 2 1 . 0 4 V P T 2 1 2 + 1 2 . 8 7 E L 9 2 1 . 2 3 V P C 2 1 2 + 8 0 . 0 0 E L 9 2 1 . 4 8 +0.67% +0.73% TH 13 210 5005 5006 5007 5008 0000 M A T C H L I N E S T A S E E S H E E T 5 7 2 0 6 + 3 0 . 0 0 S E E S H E E T 5 9 M A T C H LI N E S T A 2 1 2 + 8 0.0 0 2 2 1 2 3 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 3 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 M SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 59 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE INPLACE GROUNDLINE ELEVATIONPROFILE ELEVATION Trail - Segment 2 9 1 9 . 9 1 9 2 1 . 4 0 9 2 3 . 5 7 9 2 3 . 4 9 9 2 4 . 6 9 9 2 5 . 3 9 9 2 5 . 5 2 9 2 5 . 4 7 9 2 6 . 1 0 9 2 5 . 9 5 9 2 6 . 5 4 9 2 7 . 7 9 9 2 8 . 0 6 213+00 214+00 215+00 216+00 217+00 218+00 219+00 916 916 918 918 920 920 922 922 924 924 926 926 928 928 930 930 932 932 934 934 TRAIL-SEGMENT 2� 12' BIT TRAIL IMPACT ATTENUATOR +32 CONNECT TO EXISTING WATERMAIN 4 LIN FT 6" WATERMAIN DUCTILE IRON CL 52 STA 213+04.54 5.2' RT 6" GATE VALVE & BOX STA 213+06.31 3.2' RT HYDRANT D I CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE 9 2 9 . 0 7 9 2 1 . 5 4 9 2 3 . 1 4 9 2 4 . 7 7 9 2 5 . 7 6 9 2 6 . 2 4 9 2 6 . 6 9 9 2 7 . 1 3 9 2 7 . 5 3 9 2 7 . 8 0 9 2 8 . 0 5 9 2 8 . 3 2 9 2 8 . 6 6 LVC = 50.00' EX = 0.30' K = 10 LVC = 100.00' EX = 0.04' K = 282 V P I 2 1 3 + 0 5 . 0 0 E L 9 2 1 . 3 1 V P I 2 1 8 + 2 4 . 4 6 E L 9 2 8 . 4 3 V P I 2 1 4 + 0 5 . 0 0 E L 9 2 5 . 4 0 V P I 2 1 6 + 4 5 . 0 0 E L 9 2 7 . 5 3 V P C 2 1 3 + 4 2 . 5 0 E L 9 2 2 . 8 4 V P T 2 1 4 + 6 7 . 5 0 E L 9 2 5 . 9 6 V P C 2 1 6 + 1 0 . 0 0 E L 9 2 7 . 2 2 V P T 2 1 6 + 8 0 . 0 0 E L 9 2 7 . 7 0 V P T 2 1 3 + 3 0 . 0 0 E L 9 2 2 . 3 3 V P C 2 1 7 + 7 4 . 4 6 E L 9 2 8 . 1 8 V P T 2 1 8 + 7 4 . 4 6 E L 9 2 8 . 8 6 -0.71% +4.09% +0.89% +0.50%+0.86% LVC = 125.00' SSD = 398.99' EX = -0.50' K = 39 LVC = 70.00' SSD = 2836.05' EX = -0.03' K = 182 BOUDIN ST NE 215 0000 M A T C H LI N E S T A S E E S H E E T 6 0 2 1 8 + 8 0.0 0 S E E S H E E T C P 4 M A T C H LI N E S T A 2 1 2 + 8 0. 0 0 1 2 3 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 4 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 4 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 MH MH M M M M M SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 60 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE INPLACE GROUNDLINE ELEVATION PROFILE ELEVATION INPLACE GROUNDLINE ELEVATIONPROFILE ELEVATION Trail - Segment 3Trail - Segment 2 9 2 8 . 0 6 9 2 8 . 4 2 9 2 7 . 5 4 9 2 7 . 3 1 9 2 9 . 3 8 9 2 7 . 5 2 9 2 8 . 6 4 9 2 7 . 4 4 9 3 0 . 3 4 9 3 0 . 1 6 9 3 0 . 9 5 9 3 2 . 0 0 219+00 220+00 916 916 918 918 920 920 922 922 924 924 926 926 928 928 930 930 932 932 934 934 300+00 301+00 302+00 303+00 304+00 920 920 922 922 924 924 926 926 928 928 930 930 932 932 934 934 936 936 938 938 940 940 TRAIL-SEGMENT 3� TRAIL-SEGMENT 2� STA 220+00.54 TRAIL - SEGMENT 2 END CONSTRUCTION STA 299+96.12 TRAIL - SEGMENT 3 BEGIN CONSTRUCTION 12' BIT TRAIL 1 2' BI T TR AI L 10' BIT TRAIL CURB STYLE MATCH EXISTING CURB STYLE MATCH EXISTING +65 +25 +43 D I TAMS 2333334 ADJUST FRAME AND RING CASTING TAMS 2333331 ADJUST FRAME AND RING CASTING CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE V P I 2 1 9 + 2 9 . 1 6 E L 9 2 9 . 3 2 +0.86% 9 2 9 . 0 7 9 2 9 . 3 2 V P I 3 0 1 + 6 6 . 0 2 E L 9 3 0 . 4 4 V P I 3 0 1 + 3 5 . 0 0 E L 9 3 0 . 8 6 V P I 3 0 1 + 9 5 . 6 8 E L 9 3 0 . 7 5 V P I 3 0 0 + 6 0 . 0 0 E L 9 3 0 . 5 8 VL P 3 0 1 + 6 7 . 1 6 EL 9 3 0 . 4 9 VL P 3 0 2 + 9 8 . 2 5 EL 9 3 0 . 3 6 VH P 3 0 1 + 2 3 . 1 0 EL 9 3 0 . 8 0 V H P 3 0 2 + 0 4 . 7 3 E L 9 3 0 . 7 0 V P C 3 0 1 + 1 4 . 0 0 E L 9 3 0 . 7 8 V P T 3 0 1 + 5 6 . 0 0 E L 9 3 0 . 5 8 V P C 3 0 1 + 7 5 . 6 8 E L 9 3 0 . 5 4 V P T 3 0 2 + 1 5 . 6 8 E L 9 3 0 . 6 7 V P C 3 0 1 + 5 7 . 0 2 E L 9 3 0 . 5 6 V P C 3 0 2 + 9 0 . 0 0 E L 9 3 0 . 3 8 -1.37% LVC = 42.00' SSD = 638.59' EX = -0.09' K = 24 LVC = 40.00' SSD = 758.96' EX = -0.07' K = 27 LVC = 60.00' SSD = 337.49' EX = -0.26' K = 17 LVC = 18.00' EX = 0.05' K = 7 +1.06% 9 3 0 . 5 8 9 3 0 . 7 3 9 3 0 . 6 5 9 3 0 . 6 9 9 3 0 . 5 4 9 3 0 . 3 6 9 3 1 . 0 1 9 3 2 . 2 6 LVC = 60.00' EX = 0.22' K = 21 V P I 3 0 3 + 2 0 . 0 0 E L 9 3 0 . 2 6 V P I 3 0 4 + 4 2 . 8 8 E L 9 3 3 . 3 4 V P C 3 0 4 + 1 2 . 8 8 E L 9 3 2 . 5 9 V P T 3 0 1 + 7 5 . 0 2 E L 9 3 0 . 5 3 V P T 3 0 3 + 5 0 . 0 0 E L 9 3 1 . 0 1 +0.38%-0.40% +2.51% BOUDIN ST NE C O M M E R C E A V E COM M ERCE AVE TH 13 2 2 0 3 0 0 0000 S E E S H E E T C P 5 M A T C H LI N E S T A 2 1 8 + 8 0.0 0 M A T C H LI N E S T A 3 0 4 + 5 0.0 0 S E E S H E E T C P 7 1 1 1 1 1 1 3 3 3 3 1 2 3 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 5 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 M M M M SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 61 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE INPLACE GROUNDLINE ELEVATIONPROFILE ELEVATION Trail - Segment 3 9 3 3 . 0 8 9 3 3 . 4 4 9 3 3 . 8 7 9 3 5 . 1 7 9 3 6 . 1 6 9 3 7 . 3 2 9 3 8 . 1 3 9 3 9 . 1 4 9 4 0 . 0 8 9 4 0 . 7 4 305+00 306+00 307+00 308+00 309+00 926 926 928 928 930 930 932 932 934 934 936 936 938 938 940 940 942 942 944 944 TRAIL-SEGMENT 3� 10' BIT TRAIL 10' BIT TRAIL CURB STYLE MATCH EXISTING D I CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE VP I 3 0 4 + 9 8 . 8 8 EL 9 3 2 . 7 8 V H P 3 0 4 + 5 5 . 7 9 E L 9 3 3 . 1 3 VP T 3 0 4 + 7 2 . 8 8 EL 9 3 3 . 0 4 LVC = 60.00' SSD = 337.49' EX = -0.26' K = 17 V P C 3 0 6 + 4 6 . 5 8 E L 9 3 6 . 3 5 VP I 3 0 6 + 7 6 . 5 8 EL 9 3 7 . 0 5 V P I 3 0 5 + 4 4 . 1 5 E L 9 3 3 . 1 8 VP T 3 0 7 + 0 6 . 5 8 EL 9 3 7 . 5 4 +1.65% LVC = 60.00' SSD = 1652.75' EX = -0.05' K = 90 -1.00% 9 3 3 . 1 8 9 3 3 . 3 8 9 3 5 . 1 0 9 3 6 . 4 3 9 3 7 . 4 3 9 3 8 . 2 5 9 3 9 . 0 8 9 3 9 . 9 4 9 4 0 . 8 5 LVC = 60.00' EX = 0.01' K = 327 V P I 3 0 8 + 3 1 . 5 8 E L 9 3 9 . 6 0 V P I 3 0 6 + 1 1 . 5 8 E L 9 3 5 . 5 4 V P C 3 0 5 + 8 1 . 5 8 E L 9 3 4 . 4 9 V P T 3 0 6 + 4 1 . 5 8 E L 9 3 6 . 2 4 V P C 3 0 8 + 0 1 . 5 8 E L 9 3 9 . 1 0 V P T 3 0 8 + 6 1 . 5 8 E L 9 4 0 . 1 5 +3.50% +2.31% +1.83% LVC = 60.00' SSD = 936.91' EX = -0.09' K = 50 9 3 3 . 1 2 9 3 2 . 7 8 COMMERCE AVE TH 13 305 0000 M A T C H L I N E S T A S E E S H E E T 6 0 3 0 4 + 5 0 . 0 0 S E E S H E E T C P 8 M A T C H L I N E S T A 3 0 9 + 5 0 . 0 0 1 1 3 1 2 3 DESIGNED BY: CHECKED BY: P r o j e c t s \ M i n n e s o t a \ 0 2 5 6 9 7 - 0 0 0 \ 0 5 _ D i s c i p l i n e \ R o a d w a y \ 0 3 _ S h e e t s \ 0 2 5 6 9 7 - 0 0 0 - 1 8 5 c p p - p l a n - 0 0 1 4 / 2 2 / 2 0 2 5 3 : 1 8 : 1 6 P M F I L E N A M E : D A T E : T I M E : DRAWN BY: ofSheet No.Sheets City of Prior Lake TH 13 Trail Prior Lake, Minnesota SP 201-010-008, SP 7001-143 (TH 13) 95 SIGNATURE: PRINTED NAME: BY ME OR UNDER MY DIRECT SUPERVISION AND THAT UNDER THE LAWS OF THE STATE OF MINNESOTA.DATE:LIC. NO. I HEREBY CERTIFY THAT THIS SHEET WAS PREPARED I AM A DULY LICENSED PROFESSIONAL ENGINEER MKV MKV KH MARCUS VANDERBRUG, P.E. 3/18/2025 56164 M M M M SCALE IN FEET 0 25 50 CONSTRUCTION & DRAINAGE PLAN & PROFILE 62 TOP OF FINISHED SURFACE PROFILE GRADE� INPLACE GROUNDLINE TRAIL - SEGMENT 3 STA 314+38.11 END INPLACE GROUNDLINE ELEVATIONPROFILE ELEVATION Trail - Segment 3 9 4 1 . 4 3 9 4 2 . 6 3 9 4 3 . 2 6 9 4 3 . 9 6 9 4 4 . 8 4 9 4 5 . 4 8 9 4 6 . 2 5 9 4 7 . 1 7 9 4 8 . 1 7 9 4 9 . 1 6 310+00 311+00 312+00 313+00 314+00 936 936 938 938 940 940 942 942 944 944 946 946 948 948 950 950 952 952 954 954 TRAIL-SEGMENT 3� 10' BIT TRAIL D I CATCH BASIN/DROP INLET APRON MH MANHOLE STRUCTURE NUMBER STORM SEWER PIPE FLOW PATH LEGEND SEE STD PLANS & PED RAMP DETAILS SIDEWALK PEDESTRIAN CURB RAMP CHAIN LINK FENCE TEMPORARY EASEMENT EXISTING R/W CONSTRUCTION LIMITS (CONTRACTOR TO DESIGN AND CONSTRUCT) EARTH RETENTION SYSTEM (TEMPORARY) SEE INSET D FOR BITUMINOUS MIX TYPE VERTICAL CONTROL BASED ON NGVD 88 DATUM ELEVATIONS FOR THIS PLAN ARE +1.83% 9 4 1 . 7 7 9 4 2 . 6 8 9 4 3 . 4 8 9 4 4 . 1 4 9 4 4 . 8 1 9 4 5 . 7 1 9 4 6 . 6 2 9 4 7 . 5 4 9 4 8 . 4 6 9 4 9 . 3 7 LVC = 30.00' EX = 0.02' K = 59 V P I 3 1 1 + 5 1 . 5 8 E L 9 4 4 . 8 2 V P I 3 1 0 + 2 6 . 5 8 E L 9 4 3 . 1 7 V P I 3 1 4 + 0 3 . 3 5 E L 9 4 9 . 4 3 V P C 3 0 9 + 9 6 . 5 8 E L 9 4 2 . 6 2 V P T 3 1 0 + 5 6 . 5 8 E L 9 4 3 . 5 7 V P C 3 1 1 + 3 6 . 5 8 E L 9 4 4 . 6 2 V P T 3 1 1 + 6 6 . 5 8 E L 9 4 5 . 0 9 +1.83% +1.32% LVC = 60.00' SSD = 2140.69' EX = -0.04' K = 117 TRAIL- SEGMENT 3 STA 314+06.17 END SP 201-010-008, SP 7001-143 (TH 13)TH 13 E G A N D R 310 0000 M A T C H L I N E S T A S E E S H E E T 6 1 3 0 9 + 5 0 . 0 0 SP 201-010-008, SP 7001-143 (TH 13) 1 2 3