17. MNDOT_DOCS-#18760170-v1-100412Page 1 of 2
Form 1723 (6-26-2013)
MINNESOTA DEPARTMENT OF TRANSPORTATION
APPLICATION FOR MISCELLANEOUS WORK ON TRUNK
HIGHWAY RIGHT OF WAY
Document Management System # _____________________________________
District ____________ Permit # _____________________________________
C.S. _________________________ T.H. ______________________________
R.P. _____________________________________________________________
(THIS SECTION FOR MnDOT OFFICE USE ONLY.)
ATTACH A SKETCH OF THE PROPOSED WORK AREA AND RELATION TO TRUNK HIGHWAY.
SUBMIT TO DISTRICT PERMIT OFFICE OF MINNESOTA DEPARTMENT OF TRANSPORTATION.
APPLICANT
CIVIL SITE GROUP
TELEPHONE952-250-2200 ADDRESS (Street, City, State, Zip)
4931 W. 35TH ST, SUITE 200
ST. LOUIS PARK MN 55416
PARTY PERFORMING WORK
Paragon Builders
TELEPHONE
7635333200
ADDRESS (Street, City, State, Zip)
7900 EXCELSIOR BOULEVARD, #2004 HOPKINS, MN, 55343
LOCATION OF PROPOSED WORK (City/Township) (County) (Distance) (N-S-E-W) SPECIFIC ROAD INTERSECTION OR LANDMARK
Highway TH5 in Chanhassen Carver 0 Miles W Approx. 0.11 miles west of intersection of Audobon Rd and
T
H
5WILL THIS FACILITY BE WITHIN TRIBAL LANDS? NO IF YES, WHICH ONE?
NATURE OF WORK
Directional bore of sanitary service lateral (6" PVC) and core drill connection into MCES manhole with inside drop pipe.
SURFACE TO BE DISTURBED (Check Appropriate Boxes)
Turf-Only
DEPTH OF EXCAVATION BELOW
SURFACE 21'
NUMBER & SIZE OF EXCAVATIONS
1, 20-30' wide excavation around existing
manhole.
METHOD OF INSTALLATION/CONSTRUCTION
Core drill connection into sanitary manhole
WORK TO START ON OR AFTER
6/1/2022
WORK TO BE COMPLETED BY
6/1/2023
IS TRAFFIC DETOUR NECESSARY? NO
(IF YES, TRAFFIC CONTROL PLAN IS REQUIRED.)
COMMENTS
Sheet C4.0 shows project utility plan. Sheet C4.1 shows extents of MNDOT ROW. Restoration is proposed to be by seed mix 32-241 Native Construction.
APPLICANT'S ACCEPTANCE, WAIVER AND INDEMNIFICATION
The undersigned applicant hereby agrees to comply with applicable statutes, rules, and the standard conditions and special provisions of this permit. The applicant
understands and agrees that no work in connection with this application will be started until the application has been approved and the permit issued.
The applicant is aware of circumstances or hazards that may arise while performing the work associated with this application that could result in injury, loss, damage
or death, and the applicant assumes the risk of such circumstances, dangers and hazards, whether reasonably foreseeable or not.
The applicant also understands that this permit may also be subject to the approval of local road authorities having joint supervision over said street or highway, and
may be subject to applicant’s compliance with the rules and regulations of the Minnesota Environmental Quality Board and/or any other affected governmental agencies.
The undersigned applicant expressly agrees that except for negligent acts of the State, its agents and employees, the applicant or his/her agents or contractor shall
assume all liability for, and save the State, its agents and employees, harmless from any and all claims for damages, actions or causes of action arising out of the work
to be done in connection with this application and permit.
NAME AND TITLE
ROBBIE LATTA
EIT
EMAIL ADDRESS
RLATTA@CIVILSITEGROUP.COM
DATE 05/17/2022 SIGNATURE
DO NOT WRITE BELOW THIS LINE
PERMIT NOT VALID UNLESS BEARING AUTHORIZED MnDOT SIGNATURE AND PERMIT NUMBER
AUTHORIZATION OF PERMIT
It is expressly understood that this permit is conditioned upon restoration of the trunk highway right-of-way to its original condition or to a satisfactory condition. In
consideration of the applicant’s agreement to comply in all respects with the applicable laws and the conditions of the Commissioner of Transportation pertaining to
this permit, permission is hereby granted for the work to be performed as described in the above application, said work to be performed in accordance with the
following standard conditions and special provisions:
SEE ATTACHED STANDARD CONDITIONS AND SPECIAL PROVISIONS
__________________________________________
Date All Work To Be Completed By
__________________________________________
Authorized MnDOT Signature
__________________________________________
Date of Authorized Signature
DISTRIBUTION
Original to Area Maintenance Engineer
Applicant
Subarea Supervisor
Roadway Regulations Supervisor
DEPOSIT REQUIREMENTS
No Deposit Required
Deposit Required in the Amount of $ _________________
Date Deposit Received ________________________________
Deposit to be returned upon satisfactory completion of all work
DEPOSIT TYPE
Cashier's Check # ____________________________________
Certified Check # ____________________________________
Money Order # ______________________________________
Bond # _____________________________________________
DATE WORK COMPLETED (The date when the work is completed must be reported to the MnDOT District Permits Office)
Page 2 of 2
STANDARD CONDITIONS OF MISCELLANEOUS WORK PERMIT
1.The permit holder must comply with all applicable laws and regulations, including Worker's Compensation laws.
2.If work to be done lies within a city or platted town, permission must also be obtained from such city or town.
3.Any permanent signs or permanent traffic barriers (including crash cushions) installed on the State Highway system must be
deemed crashworthy under the American Association of State Highway and Transportation Officials (AASHTO) “Manual for
Assessing Safety Hardware, 2016 (MASH‐16)". Where work on or near the traveled roadway is necessary, proper traffic signs,
channelizing devices, warning lights, and barricades shall be erected to protect traffic, employees, and pedestrians. All
temporary traffic control devices and methods shall conform to the Minnesota Field Manual on Temporary Traffic Control Zone
Layouts, Minnesota Manual on Uniform Traffic Control Devices (MMUTCD), Minnesota Standard Signs and Markings Manual,
and the appropriate provisions of Standard Specification 1710. All temporary traffic control devices shall be deemed
crashworthy under the American Association of State Highway and Transportation Officials (AASHTO) “Manual for Assessing
Safety Hardware, 2016 (MASH‐16)" with exceptions as noted under MnDOT Technical Memorandum No. 19‐03‐T‐01
Crashworthy Requirements for Temporary Traffic Control Devices. (See memo at:
http://dotapp7.dot.state.mn.us/edms/download?docId=2434220)
4.Unless adequately protected by a traffic barrier, there shall be no work within the clear zone, nor shall pipe materials,
equipment or other objects be stored within the clear zone. If temporary traffic barrier is used, it will be placed according to
the “MnDOT Temporary Barrier Guidance Manual” (December 2018). (See website at:
www.dot.state.mn.us/trafficeng/workzone/doc/Temporary%20Barrier%20Guidance%20Manual%20181129.pdf) Any
temporary traffic barrier (including crash cushions) must be deemed crashworthy under MASH‐16.
5.Any person acting as a Flagger for permitted work shall have attended a training session taught by a MnDOT Qualified Flagger
Trainer within the twelve months immediately preceding the start date of all flagging activity. A Flagger shall receive a Flagger
Qualification Card, signed by a MnDOT Qualified Flagger Trainer, upon successful completion of this training. During all flagging
activity, a Flagger must carry a signed Flagger Qualification Card on that Flagger’s person and be in possession of a current
Minnesota Flagging Handbook. The Minnesota Flagging Handbook is available from MnDOT Qualified Flagger Trainers or from a
MnDOT District Office.
6.Excavations must be cribbed when necessary, depending upon type of soil, in order to prevent cave‐ins. All excavations,
trenching and/or jacking and boring pits shall be shored or sloped in accordance with OSHA requirements.
7.No guys, stays, or any structures are to be attached to trees on trunk highway right of way.
8.No poles, anchors, anchor braces, or other construction shall be placed on the roadway shoulder or within the prescribed clear
zone.
9.Installation of pipe under concrete or bituminous pavements shall be done by jacking or boring or other approved methods.
10.When open trenching or excavating in existing roadways, all subgrade, base, and surfacing materials shall be replaced with the
same type, depth, and density of materials which were removed, unless approved by the Area Maintenance Engineer.
11.All work that involves trenching, backfill, or compaction must be done to MnDOT's Standard Specifications for
Construction. Depending on the construction work to be performed, use of one or more of the following specifications may be
needed: Excavation and Embankment 2105, Aggregate Base 2211, Aggregate Shouldering 2221, or Structural Excavation and
Backfills 2451, Subgrade Preparation 2112.
12.Compaction methods must be approved in advance by the District Permit Office
13.If pavement or roadway is damaged, same shall be restored to a condition as good as or better than the original condition.
14.All pavements shall be replaced in accordance with State specifications.
15.If settlement occurs or excavation caves in so that replaced materials settle (bituminous mat or concrete base), same shall be
restored to a condition as good as or better than the original condition.
16.No lugs shall be used on equipment traversing the road which will damage the road surface.
17.No driving onto highway from ditch or driving on shoulders will be permitted where damage will occur.
18.No foreign material such as dirt, gravel, or bituminous material shall be deposited or left on the road during any construction
activities.
19.Roadside shall be cleaned to original status upon completion of work.
20.Underground construction must be so constructed as not to harm or unnecessarily destroy the root growth of specimen trees.
21.Cutting and trimming of trees within the right of way and removal of resulting stumps require prior approval of the Area
Maintenance Engineer or his authorized representative.
22.If MnDOT shall make any improvements or changes upon, over, under, or along the trunk highway, then and in every case the
applicant herein named shall after notice from MnDOT proceed to alter, change, vacate, or remove from trunk highway right of
way said works necessary to conform with said changes without cost whatsoever to the State of Minnesota.
23.After work on a project is completed, the permit holder must notify the Area Maintenance Engineer or his authorized
representative that such work has been completed and is ready for final inspection and acceptance by MnDOT.
MnDOT Form 1723 Standard Conditions of Miscellaneous Work Permit (11-19-2019)
M-US-22-100412 C.S. 1002 T.H. 5 Civil Site Group
THIS PERMIT IS SUBJECT TO THE FOLLOWING CONDITIONS:
The installation authorized in this permit will be inspected by Blake Rivard, Mn/DOT Roadway
Regulation Inspector, 651-775-0408. The applicant or its contractor will notify Mn/DOT's
inspector at least three days prior to starting the installation. Any questions the applicant may
have pertaining to Mn/DOT's storm water facilities shall be presented at this time. Mn/DOT's
inspector will approve all highway materials prior to placement, and the total installation must
meet with his/her satisfaction.
Attached is a drainage map that satisfies the requirements for Mn/DOT storm water utility
locates per Minnesota Statutes 216D and Minnesota Rules 7560.0250. By acceptance of a
permit from Mn/DOT, the applicant agrees that it, and all of its agents or contractors, shall use
Mn/DOT’s drainage map to identify the location of Mn/DOT drainage facilities as satisfaction of
the requirements of Minnesota Statutes Ch. 216D and Minnesota Rules 7650.0250 with
respect to Mn/DOT’s storm water drainage facilities.
This permit authorizes the applicant to install a short side sewer connection in TH5 right of way,
.11 miles west of Audobahn Rd, in the city of Chanhassen as shown on applicant’s plan sheet(s).
Any lane closures shall be approved by this office at 651-775-0408, 3 days prior to the lane
closure. The hours of the lane closure shall be determined by this office.
The applicant shall provide in-house inspection at all times while working on trunk highway right of
way.
The applicant shall furnish, install and maintain all required traffic control devices according to the
Minnesota Field Manual on Temporary Traffic Control Zone Layouts (see web page @
www.dot.state.mn.us/trafficeng/), while performing the construction authorized by this permit. Due
to the Twin City rush hour restrictions, no work involving interference with or causing a
distraction to traffic will be allowed from 6:00 AM to 9:00 AM, or from 3:00 PM to 6:00 PM.
unless authorized by the MN/DOT Permit Office at 651-775-0408.
If the temporary traffic control zone is to remain in one place for more than 3 days or involves a
detour, road closure or a situation where the typical layouts do not apply, the applicant shall
prepare a specific Traffic Control Plan for approval by Mn/DOT prior to start of any construction.
Temporary lane restrictions will be permitted as detailed at the following link:
http://www.dot.state.mn.us/metro/trafficeng/laneclosure/index.html
All persons while performing authorized work on Mn/DOT Right of Way shall be required to wear a
Mn/DOT approved High Visibility Safety Vest and Soft Cap/Hard Hat. Any authorized night work
requires all personnel to wear a Mn/DOT approved full night safety suit (pants and jacket).
M-US-22-100412 C.S. 1002 T.H. 5 Civil Site Group
It shall be the responsibility of the applicant to utilize the "Gopher State One Call" excavation
notice system as required under Minnesota Statute Chapter 216D, 48 hours prior to performing
any excavation (Phone 651-454-0002 Twin Cities Metro Area or Toll Free 1-800-252-1166).
The Excavator shall mark proposed excavation with paint and flags or in lieu of flags stakes
may be used. All flags and stakes shall display the name and phone number of the Excavator.
All areas of proposed excavation shall be considered “practical” for the use of white markings,
pursuant to Minnesota State Statute 216D.05 (2).
The Excavator shall acquire a Positive Response confirmation from Mn/DOT for all proposed
excavations when the Gopher State One Call has indicated Mn/DOT utilities may be affected.
The Excavator may call Mn/DOT Electrical Services Section (ESS) Dispatch Locating to
confirm the status of Utility infrastructure owned by Mn/DOT. Mn/DOT Electrical Services
Section (ESS) Dispatch Locating can be contacted at the following phone numbers; (651) 366
-5750 or (651) 366-5751.
The Excavator is required to comply with the provisions of Minnesota Statutes chapter 216D
when performing Excavation as defined in Minnesota Statutes §216D.01 (subdivision 5), and
will be responsible for damages to facilities in accordance with Minnesota Statutes §216D.06.
No material shall be deposited on the traveled roadway.
All areas disturbed by the applicant shall be restored with a minimum of 6” of topsoil (according
to MnDOT Standard Specification 3877 Table 1 Common Topsoil Borrow), then sodded or
seeded. Seed or sod should be the same as/or compatible with the existing turf cover. If the
areas are to be seeded, a MnDOT seed mixture comparable to the existing turf along with
Category 3 blanket with all natural netting and stitching shall be used according to MnDOT
Specification 2575.
All areas disturbed during construction within State right-of-way shall be restored to original or
better condition.
The applicant shall perpetuate all existing drainage. The applicant shall relocate and reconstruct
the in-place drainage ditch along the highway as necessitated by the construction authorized by
this permit. The new ditch shall match the grades and contours of the in-place drainage ditch.
The applicant is required to preserve all existing survey monuments and markers. If Mn/DOT
determines that monuments have been disturbed or destroyed during construction activities, the
applicant shall accept full responsibility for all costs incurred in the re-establishment of the
monuments.
It is expressly understood that this permit is issued subject to the applicant’s compliance with
the Minnesota Pollution Control Agency’s General NPDES Permit for Construction Activities
and any other affected Governmental Agencies.
M-US-22-100412 C.S. 1002 T.H. 5 Civil Site Group
When frozen conditions prevent the applicant from completing turf restoration the applicant
must temporarily stabilize the disturbed area. Use seed mix 22-111 following the winter
seeding method and type 1 mulch following the winter mulching method in the 2014 MnDOT
Standard Specification for Construction section 2575. The applicant is responsible for
competing final turf restoration prior to May 15 of the following spring.
Any damage to vegetation or soil caused by the applicant will be the responsibility of the
applicant to repair. This project may be located within a U.S. Fish and Wildlife Service
identified High Potential Zone for the rusty-patched bumble bee. Bare ground caused by the
operation will require reseeding using native seed mixes, except areas historically maintained
as mowed lawn. Permittee may use MnDOT approved native seed mixes identified in the
MnDOT Seeding Manual. Alternative native seed mixes may be used with prior written
approval by the MnDOT Wildlife Ecologist. All seed mixes must contain native milkweed
species. If you have questions regarding this please contact Chris Smith, MNDOT Wildlife
Ecologist, 651-366-3605.
Winter work shall be considered from November 1 through April 15, work during this period shall
be on a day-to-day basis at the discretion of the Roadway Regulation Supervisor.
All work authorized by this permit and the restoration of the State's right of way shall be satisfactorily
completed by 6/1/23.
The applicant or his contractor shall notify the permit office at 651-775-0408 for final inspection.
30.0+/-32.0 +/-195.00361.00S01°20'43"W 399.54
S01°20'39"W 200.00 N63°20'43"E 100.00N01°20'42"E 235.075.70S74°17'30"W326.13Δ=18°35'40"R=1004.93N87°06'49"W 228.90S01°20'42"W 593.20
WETLANDNOPARKINGSEE WETLAND BUFFER EXHIBIT ON C2.0 FORREQUIRED AND PROPOSED BUFFER AREASDO NOT ENCROACH ON WETLAND2.8'
DW
DW
STUB 6" SANITARY TO 5'FROM BUILDINGIE @ STUB=955.15COORD. W/MECH'L54 LF 6" PVC SCH. 40SANITARY SERVICE @1.00%SAN. MH 3RE=968.00±IE=954.61DIRECTIONAL BORE 196LF 6" PVC SDR 35SANITARY SERVICE @1.00%SAN. MH 2RE=969.20±IE=952.65DIRECTIONAL BORETOTAL 278 LF 6" PVCSDR 26 SANITARYSERVICE @ 1.00%6" CORE DRILL CONNECTION W/INTRAFLOW INSIDE DROP TO EX.SANITARY INTERCEPTOR MANHOLEEX. RE=970.80EX. IE=928.10 (FIELD VFY.)PR. IE CORE DRILL=949.87PR. IE INSIDE DROP ELBOW=928.20 (0.1'ABOVE EX. IE)POINT ELBOW TOWARD DOWNSTREAM.SECURE INSIDE DROP WITHINMANHOLE, ENSURE WATER-TIGHTPENETRATION OF MANHOLE.STUB 8" C900COMBINEDDOMESTIC/FIREWATER SERVICETO 5' FROM BLDG.,COORD. W/ MECH'LFOR FINAL SIZINGAND LOCATION.WET TAP 8"COMBINED C900DOMESTIC/FIREWATER SERVICESTO EX. 12" WATERMAIN, COORD. W/CITY. COORD. W/MECH'L FOR FINALSIZING PRIOR TOCONSTRUCTION.COORDINATION W/CITY MUST BE48-HOURS PRIORTO TAP.CONTRACTOR TO FIELD VERIFY ALL SMALL UTILITIES.CONTACT ENGINEER IMMEDIATELY WITH ANYCONFLICTS.8'MECHANICAL TO DETERMINE FINAL ROOF STORMWATERDRAIN, WATER AND SANITARY SERVICE SIZES. COORD. W/MECHANICAL AND PLUMBING PLANS PRIOR TO SITE UTILITYINSTALLATION. NOTIFY ENGINEER.WATER/SANITARYCROSSINGTOP SAN.=952.74MAINTAIN 18"SEPARATIONBETWEEN PIPESWATER/STORMCROSSINGSTORM IE=963.63MAINTAIN 18"SEPARATIONBETWEEN PIPESNORTH ROW LINEINSTALL SILT FENCESURROUNDING POTHOLEEXCAVATION AT EXISTINGMANHOLERESTORE AREA WITHPROPER BACKFILL PERMNDOT SPECSEED AREA WITH MNDOTSEED MIX 32-241 NATIVECONSTRUCTION154
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT 2018 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTIONMOMENTS OF CHANHASSEN
1660 ARBORETUM BLVD, CHANHASSEN, MN 55317
16258 KENYON AVE, LAKEVILLE, MN 55004
TMSC OF CHANHASSEN LLC
PROJECT04/19/22MCES DIRECT CONNECTION PERMIT..........PROJECT NUMBER:1722744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/19/2201/22/20WATERSHED SUBMITTAL02/04/20SITE PLAN02/18/20CITY/WATERSHED RESUBMITTAL03/05/20WATERSHED RESUBMITTAL01/24/22WATERSHED RESUBMITTAL01/24/22MNDOT ROW PERMIT01/06/20CITY SUBMITTALDRAWN BY:RL, JSREVIEWED BY:PSPRELIMINARY:NOT FORCONSTRUCTIONREVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN -WATER & SANITARYSEWER............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF CHANHASSEN UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILTIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE C900 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET UNLESSOTHERWISE NOTED. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS.RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. CONTACT PUBLIC WORKS AT952-227-1300.17.CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY PER CITY DETAIL PLATE 5202A. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALLTRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PERTHE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES,FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER & CITY UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.27.SANITARY SEWER MANHOLE LIDS MUST BE WATERTIGHT (NO PICKHOLES) PER CITY STANDARD.CITY LIDS ARE NOT TO BE USED.DRAINTILETDA FIELD BOUNDARY
361.00N01°20'42"E 235.075.70S74°17'30"W326.13Δ=18°35'40"R=1004.93N87°06'49"W 228.90S01°20'42"W 593.20
NOPARKING2.8'
DW
DW
STUB 6" SANITARY TO 5'FROM BUILDINGIE @ STUB=955.15COORD. W/MECH'L54 LF 6" PVC SCH. 40SANITARY SERVICE @1.00%SAN. MH 3RE=968.00±IE=954.61DIRECTIONAL BORE 196LF 6" PVC SDR 35SANITARY SERVICE @1.00%SAN. MH 2RE=969.20±IE=952.65DIRECTIONAL BORETOTAL 278 LF 6" PVCSDR 26 SANITARYSERVICE @ 1.00%6" CORE DRILL CONNECTION W/INTRAFLOW INSIDE DROP TO EX.SANITARY INTERCEPTOR MANHOLEEX. RE=970.80EX. IE=928.10 (FIELD VFY.)PR. IE CORE DRILL=949.87PR. IE INSIDE DROP ELBOW=928.20 (0.1'ABOVE EX. IE)POINT ELBOW TOWARD DOWNSTREAM.SECURE INSIDE DROP WITHINMANHOLE, ENSURE WATER-TIGHTPENETRATION OF MANHOLE.STUB 8" C900COMBINEDDOMESTIC/FIREWATER SERVICETO 5' FROM BLDG.,COORD. W/ MECH'LFOR FINAL SIZINGAND LOCATION.WET TAP 8"COMBINED C900DOMESTIC/FIREWATER SERVICESTO EX. 12" WATERMAIN, COORD. W/CITY. COORD. W/MECH'L FOR FINALSIZING PRIOR TOCONSTRUCTION.COORDINATION W/CITY MUST BE48-HOURS PRIORTO TAP.CONTRACTOR TO FIELD VERIFY ALL SMALL UTILITIES.CONTACT ENGINEER IMMEDIATELY WITH ANYCONFLICTS.MECHANICAL TO DETERMINE FINAL ROOF STORMWATERDRAIN, WATER AND SANITARY SERVICE SIZES. COORD. W/MECHANICAL AND PLUMBING PLANS PRIOR TO SITE UTILITYINSTALLATION. NOTIFY ENGINEER.WATER/SANITARYCROSSINGTOP SAN.=952.74MAINTAIN 18"SEPARATIONBETWEEN PIPESWATER/STORMCROSSINGSTORM IE=963.63MAINTAIN 18"SEPARATIONBETWEEN PIPESNORTH ROW LINESOUTH ROW LINEINSTALL SILT FENCESURROUNDING POTHOLEEXCAVATION AT EXISTINGMANHOLERESTORE AREA WITHPROPER BACKFILL PERMNDOT SPECSEED AREA WITH MNDOTSEED MIX 32-241 NATIVECONSTRUCTION154
Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT 2018 CIVIL SITE GROUP INC.cISSUE/SUBMITTAL SUMMARYDATEDESCRIPTIONMOMENTS OF CHANHASSEN
1660 ARBORETUM BLVD, CHANHASSEN, MN 55317
16258 KENYON AVE, LAKEVILLE, MN 55004
TMSC OF CHANHASSEN LLC
PROJECT04/19/22MCES DIRECT CONNECTION PERMIT..........PROJECT NUMBER:1722744263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.04/19/2201/22/20WATERSHED SUBMITTAL02/04/20SITE PLAN02/18/20CITY/WATERSHED RESUBMITTAL03/05/20WATERSHED RESUBMITTAL01/24/22WATERSHED RESUBMITTAL01/24/22MNDOT ROW PERMIT01/06/20CITY SUBMITTALDRAWN BY:RL, JSREVIEWED BY:PSPRELIMINARY:NOT FORCONSTRUCTIONREVISION SUMMARYDATEDESCRIPTIONC4.1UTILITY PLAN - SANITARYSEWER CONNECTION -MNDOT ROW............GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF CHANHASSEN UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 30'-0"30'-0"15'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.2. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILTIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE C900 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGS UNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET UNLESSOTHERWISE NOTED. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS.RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION. CONTACT PUBLIC WORKS AT952-227-1300.17.CONNECTIONS TO EXISTING STRUCUTRES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY PER CITY DETAIL PLATE 5202A. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALLTRAFFIC CONTROLS SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PERTHE REQUIREMENTS OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MMUTCD) AND THE CITY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES,FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALLTIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER & CITY UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.27.SANITARY SEWER MANHOLE LIDS MUST BE WATERTIGHT (NO PICKHOLES) PER CITY STANDARD.CITY LIDS ARE NOT TO BE USED.DRAINTILETDA FIELD BOUNDARY
200 ft
Printed on 5 / 25 / 2022
Internal Memo
Date: 5/31/2022
To: MnDOT Metro District Permits
From: Environmental Investigation Unit, Contaminated Materials
Office of Environmental Stewardship
RE: Permit M-US-2022-100412
The Contaminated Materials Management Team (CMMT) reviewed the Minnesota Pollution Control Agency
(MPCA) and Minnesota Department of Agriculture (MDA) databases to check for known contaminated sites in
the project area. It should be noted that the regulatory database files are continually being updated. Although
this information is the most up-to-date available, some of the information may be incomplete or inaccurate.
There is also a possibility that undiscovered contaminated and/or regulated materials exist in the permit area.
It is the responsibility of the Permittee to manage contaminated materials in accordance with Federal, State and
Local rules.
Based on the database review, a known contaminated site exists at the proposed work area.
Contamination in area:
Due to the location and nature of this work, contamination may be encountered on this project. The permittee
must be prepared to manage contamination in accordance with MPCA requirements. Therefore, the permittee
is encouraged to review the MPCA file for:
• David Luse Property – LS0013683
o https://webapp.pca.state.mn.us/wimn/site/196951
If contamination is encountered, following the completion of work, the Permittee will submit a map showing
approximate locations of contamination encountered with brief description of material encountered to:
EnvironmentalInvestigationPermits.DOT@state.mn.us