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CITY OF LAKEVILLE
PLANNING COMMISSION MEETING MINUTES
September 18, 2014
Chair Lillehei called the meeting to order at 6:00 p.m. in the Council Chambers at City
Hall. The pledge of allegiance to the flag was given.
Members Present: Chair Brooks Lillehei, Vice Chair Bob Boerschel, Linda Maguire,
Jason Swenson, Karl Drotning, Paul Reuvers, ex-officio member Nic Stevens
Members Absent: None
Others Present: Daryl Morey, Planning Director; David Olson, Community and
Economic Development Director; Frank Dempsey, Associate Planner; Kris Jenson,
Associate Planner; Alex Jordan, Civil Engineer; and Penny Brevig, Recording Secretary
3. Approval of the Meeting Minutes
The September 4, 2014 Planning Commission meeting minutes were approved as
presented.
4. Announcements
Mr. Morey stated that the following items were distributed to the Planning
Commission prior to tonight’s meeting.
1. September 17, 2014 Parks, Recreation and Natural Resources Committee draft
minutes regarding the Feldman Heights and FedEx Lakeville preliminary plats.
2. Revised site plan for Parkview Elementary School.
Mr. Morey commented that new Planning Commissioner Pat Kaluza is attending
tonight’s meeting as an observer and will be sworn in at the October 2 nd meeting.
Mr. Morey reminded the Planning Commission of the work session immediately
following tonight’s meeting.
5. Independent School District 196
Chair Lillehei opened the public hearing to consider the application of ISD 196 for a
Conditional Use Permit amendment to allow the construction of an addition to the
Parkview Elementary School building, located at 6795 Gerdine Path.
Shane Butler, Project Manager with Bossardt Corporation and Dave Ray, Civil
Engineer for the project were in attendance at tonight’s meeting. Mr. Ray presented
a brief overview of the request.
Planning Commission Meeting Minutes, September 18, 2014 Page 2
Associate Planner Kris Jenson presented the planning report. Ms. Jenson stated
that the proposed expansion to the Parkview Elementary School building will include
a 13,300 square foot expansion to the north side of the building over the existing
playground area. She indicated that the project also includes a remodeling of the
kitchen and multi-purpose room on the east side of the building, but there are no
changes to the exterior wall.
Ms. Jenson stated that with the proposed building addition, the capac ity of the
school will increase to 1,000 students, requiring 31 additional parking spaces. The
entire site will include 149 vehicle spaces and nine bus parking spaces, which
exceeds Zoning Ordinance requirements.
Ms. Jenson indicated that the existing playground will be relocated to the south and
west of its current location due to the proposed building addition. She indicated
where new trail and sidewalk connections will be provided and commented that they
will be shifted closer to the school and the drop-off/pick-up areas.
Ms. Jenson described the proposed exterior building materials for the addition,
which are described in detail in the September 9, 2014 planning report. She
indicated that the proposed materials will match the existing building and will meet
the requirements of the Zoning Ordinance.
Ms. Jenson stated that Stipulation 4 regarding staff ’s recommendation for additional
plantings between the proposed building addition and the north property line in an
effort to provide screening of the building from the single family homes to the north
has been satisfied prior to tonight’s meeting with revised plans dated September 17,
2014.
Ms. Jenson stated that staff recommends approval of the Parkview Elementary
School CUP subject to the remaining 4 stipulations listed in the September 9, 2014
planning report.
Chair Lillehei opened the hearing to the public for comment.
There were no comments from the audience.
Motion was made by Boerschel, seconded by Maguire to close the public
hearing at 6:10 p.m.
Ayes: Maguire, Boerschel, Lillehei, Reuvers, Swenson, Drotning.
Nays: 0
Chair Lillehei asked for comments from the Planning Commission. There was no
discussion by the Planning Commission.
Motion was made by Maguire, seconded by Drotning to recommend to City
Council approval of the Parkview Elementary School Conditional Use Permit
amendment to allow an expansion to the Parkview Elementary School building ,
subject to the following four stipulations:
Planning Commission Meeting Minutes, September 18, 2014 Page 3
1. The site plan and building addition shall be developed in accordance with the
plans approved by the City Council.
2. The construction shall be completed in accordance with the approval of the
Fire Marshal.
3. A building permit is required prior to commencing construction.
4. Any new building or parking lot lighting shall meet the requirements of the
Zoning Ordinance and must be consistent with the lighting currently on site.
A photometric plan must be approved by the Planning Department and
electrical permits issued prior to installation of any additional lighting on the
site.
Ayes: Boerschel, Lillehei, Reuvers, Swenson, Drotning, Maguire.
Nays: 0
6. Feldman Heights
Chair Lillehei opened the public hearing to consider the application of JAFCO, LLC
for a preliminary plat of 25 single family residential lots to be known as Feldman
Heights, located east of Dodd Boulevard (CSAH 9) and north of 190th Street.
Randy Hedlund, Civil Engineer for Feldman Heights presented a brief overview of
their request.
Associate Planner Kris Jenson presented the planning report. Ms. Jenson indicated
that all of the lots in the Feldman Heights preliminary plat meet the lot area
requirements of the RST-2 District and the proposed house pads have adequate
building pad areas that meet setback requirements for principal structures. She
stated that two lots abutting Dodd Boulevard (CSAH 9) require increased buffer yard
lot depth and setbacks. The landscape plan includes the installation of 32 trees
within the Dodd Boulevard buffer yard area.
Ms. Jenson stated that there is one outlot in the Feldman Heights preliminary plat.
Outlot A consists of a stormwater management basin and a greenway corridor trail
that will be deeded to the City with the final plat. Ms. Jenson indicated that a
bituminous trail will be extended from the existing trail in Outlot A, Chokecherry Hill
2nd Addition to 187th Street in Feldman Heights.
Ms. Jenson reviewed the proposed streets in the Feldman Heights preliminary plat.
She indicated that the developer must install a barricade and future street extension
sign at the north end of Iden Avenue to notify the owners of lots adjacent to this
street that the street will be extended with the future development of the adjacent
property to the north.
Ms. Jenson stated that there is an easement shown on the boundary survey in the
City’s favor but is for a Dakota County roadway (Dodd Boulevard) so staff is working
with the County to determine what steps need to be taken to vacate the easement.
2
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Gerdine Path
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Parkview Elementar y School
Building Addition &
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City of Lakeville
Aerial Map
Parkview Elementar y
School
CUP Amendment
EXHIBIT A
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City of Lakeville
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EXISTING PARKING COUNTS = 112 TOTAL STALLSPROPOSED PARKING COUNTS (149 TOTAL CAR STALLS):STAFF PARKING = 80 STALLSVISITOR PARKING = 69 STALLSBUS PARKING = 11 BUS STALLS, 18 EVENT ONLY CAR STALLSACCESSIBLE PARKING STALL REQUIREMENTS = 5 STALLSACCESSIBLE PARKING STALLS PROVIDED = 5 STALLS SITE STATISTICS:
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NOTES:LEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)PROPOSED CONCRETE WALKPROPOSED LIGHT DUTY BITUMINOUS PAVEMENTPROPOSED MEDIUM DUTY BITUMINOUS PAVEMENTPROPOSED HEAVY DUTY BITUMINOUS PAVEMENTPROPOSED SOFT PLAY AREAPROPOSED LANDSCAPE ROCK BEDPROPOSED ACCESSIBLE PARKING SIGNPAINTED ACCESSIBLE SYMBOLPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)APPROXIMATE SOD LIMITSPROPOSED FLAGPOLE - REFER TO ARCHITECTURAL DETAILSPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPERTY LINEPROPOSED DECIDUOUS TREEPROPOSED CONIFEROUS TREEPROPOSED SHRUBSPROPOSED HERBACEOUS PLANTSPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS 1. REFER TO SHEET C1.31, GRADING AND DRAINAGE PLAN, FOR GENERAL NOTES.2. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.3. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD AND SOFT PLAY AREA WHICH ARE NOTDESIGNATED TO BE PAVED SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED.4. WHERE NEW SOD MEETS EXISTING TURF, EXISTING TURF EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.5. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.6. PAINT STRIPING SHALL BE WHITE UNLESS OTHERWISE NOTED.1C2.118C2.1211C2.1212C2.1213C2.121C2.12 2C2.1220C2.1214C2.129C2.11 10C2.1111C2.1115C2.1216C2.1217C2.1218C2.12
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1. ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.2. THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTIONSTAKING / LAYOUT.3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS,INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THECITY.4. INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC.5. INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATUREOF MATERIALS TO BE HANDLED.6. CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT.7. REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT.8. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, PARTOF SECTION 01 89 13, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BERESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP.9. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTIONCAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROMSEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.10. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.11. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.12. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITEFEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.13. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESSOTHERWISE NOTED.14. PROPOSED ELEVATIONS SHOWN TYPICALLY AS 41.1 OR 41 SHALL BE UNDERSTOOD TOMEAN 941.1 OR 941.15. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTERGRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THEBUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOTELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISHFLOOR ELEVATIONS.16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OFCUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE'21(,125'(572&203/(7(/<3(5)250$//:25.,1',&$7('217+('5$:,1*6IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS5(48,5('$//&2676$662&,$7(':,7+,03257,1*$1'(;3257,1*0$7(5,$/66+$//BE INCIDENTAL TO THE CONTRACT.17. NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESSOTHERWISE NOTED.18. ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD WHICH ARE NOT DESIGNATED TO BEPAVED, SHALL RECEIVE AT LEAST 6" OF TOPSOIL AND SHALL BE SODDED. REFER TOSHEETS C1.21, SITE PLAN, FOR SOD LOCATIONS.19. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FORA CONSISTENT, UNIFORM STRAIGHT EDGE. JAGGED OR UNEVEN EDGES WILL NOT BEACCEPTABLE. REMOVE TOPSOIL AT JOINT BETWEEN EXISTING AND NEW AS REQUIRED TOALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING.20. FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE ANACCEPTABLE TURF, THE CONTRACTOR SHALL RE-SOD ALL APPLICABLE AREAS, AT NOADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER.21. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 35), UNLESS OTHERWISENOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.22. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHTJOINTS IN ACCORDANCE WITH ASTM C-361, UNLESS OTHERWISE NOTED.23. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS:a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDEFLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS AND MANHOLES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i.)(51&2³&21&5(7(0$1+2/($'$37256´25³/$5*(',$0(7(5:$7(567236´ii.35(666($/:$7(56723*5287,1*5,1*6´iii. OR APPROVED EQUAL.24. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALLEXISTING UTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFOREBEGINNING CONSTRUCTION.25. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (SANITARY SEWER),VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS ANDELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONSWITH MECHANICAL CONTRACTOR.26. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFCATCH BASINS AND MANHOLES. MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOIDPLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER.27. AN AS-BUILT CERTIFIED GRADING PLAN WILL BE REQUIRED TO BE SUBMITTED TO THE CITYFOR REVIEW BEFORE THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). THECONTRACTOR SHALL PREPARE AND SUBMIT THIS CERTIFIED AS-BUILT GRADING PLAN. THISAS-BUILT PLAN SHALL MEET CITY REQUIREMENTS FOR FORMAT AND LAYOUT. CONTACTTHE CITY TO OBTAIN REQUIREMENTS.GENERAL NOTESLEGENDREFERENCE KEY TO SITE DETAILS DETAIL I.D NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM)EXISTING CONTOUREXISTING SPOT ELEVATIONPROPOSED CONTOURPROPOSED SPOT ELEVATIONME = MATCH EXISTINGEOF = EMERGENCY OVERFLOWPROPOSED GRADING LIMITSAPPROXIMATE SOIL BORING LOCATIONPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL DETAILSPROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANSPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINEPROPOSED SAND SUBBASE AT FROST FOOTED STOOPS 1C2.11
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1. REFER TO SHEET C1.31, GRADING AND DRAINAGE, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING AND EROSIONCONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT ANDDEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OFCONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS.6. IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT INDOWNSTREAM SEDIMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUTDOWNSTREAM STORM SEWERS AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.7. SEDIMENT CONTROL DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWERSTRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST. ACCEPTABLE PRODUCTS:A.:,0&27236/$%02'(/5'B.,1)5$6$)(6(',0(17&21752/%$55,(5',675,%87('%<52<$/(19,5210(17$/6<67(06,1&6&%
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6SHALL BE EQUIPPED WITH FRAME AND PERFORATED SHROUD AND SHALL BE WRAPPED ON THEOUTSIDE, COVERING THE PERFORATED WALL ONLY, WITH A GEOTEXTILE SOCK.C.'$1'<%$*25'$1'<%$*,,',675,%87('%<%52&.:+,7(&203$1<673$8/01 '$1'<%$*6+$//%(86('21/<)25&85%,1/(76$)7(53$9(0(17 %,1'(5COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVED AREAS.D.,1)5$6$)('(%5,6&2//(&7,21'(9,&(%<52<$/(19,5210(17$/6<67(06,1&DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'S SHALL BE6,=('63(&,),&$//<)257+(6758&785($1'&$67,1*63(&,),('3529,'(),/7(5%$*6$1'TIES FOR COMPLETE INSTALLATION.E. OR APPROVED EQUAL.8. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 35), UNLESS OTHERWISE NOTED.SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.9. ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS INACCORDANCE WITH ASTM C-361, UNLESS OTHERWISE NOTED.10. FLEXIBLE JOINTS AT CATCH BASIN AND MANHOLE CONNECTIONS:a. IN ACCORDANCE WITH MINNESOTA RULES 4715.0700 AND 4715.0750, PROVIDE FLEXIBLE JOINTS ATALL PIPE CONNECTIONS TO ALL CATCH BASINS AND MANHOLES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i.)(51&2³&21&5(7(0$1+2/($'$37256´25³/$5*(',$0(7(5:$7(567236´ii.35(666($/:$7(56723*5287,1*5,1*6´iii. OR APPROVED EQUAL.11. LOCATE ALL EXISTING UTILITIES, VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTINGUTILITIES. VERIFY LOCATIONS, SIZES AND ELEVATIONS OF SAME BEFORE BEGINNING CONSTRUCTION.12. PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (SANITARY SEWER), VERIFY ALLPROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICALPLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR.13. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF CATCH BASINSAND MANHOLES. MANHOLE LOCATIONS SHALL BE ADJUSTED TO AVOID PLACEMENT OF THESESTRUCTURES IN WALKS AND CURB AND GUTTER NOTES
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EXCERPT FROM THE SWPPP NARRATIVEThe following is from the Storm Water Pollution Prevention Plan Narrative, Section 01 89 13 of the Project Manual. Inaccordance with Section 31 00 00, the Contractor shall be responsible for full implementation of and maintenance required bythe SWPPP Narrative until the Notice of Termination is approved by the MPCA. Should differences arise between theSWPPP Narrative information described below and the information contained within the SWPPP Narrative, bound into theProject Manual, the SWPPP in the Project Manual shall govern.V.*HQHUDO&RQVWUXFWLRQ6HTXHQFH LQFRQMXQFWLRQZLWKWKH&RQVWUXFWLRQ0DQDJHU¶V&RQVWUXFWLRQ6FKHGXOH A.Erosion Control Devices, noted herein, include:1.Silt fence2.Sediment Control Device at storm sewer inlets3.Sediment log4.Rock construction entrance5.Rock check dams6.Rip rap7.Storm water treatment basins8.Temporary sediment basins9.Storm sewer systems10.Temporary outlet pipes11.Erosion control blanket12.Temporary seeding13.Final seeding / sodding14.Temporary / permanent vegetation15.Other features identified by the Minnesota Pollution Control Agency, City or Engineer as a Best Management Practice (BMP) device.B.Contractor and Owner shall apply for NPDES Phase II Permit within 24 hours of award of Contract.1.Once obtained, the Contractor shall post the permit in the job site trailer or other suitable temporary storage area.C.The Contractor shall review the SWPPP and its sequencing and requirements. The Contractor shall notify the Engineer if site conditions,construction sequencing, or other items are different or require modification from this written SWPPP. Modifications to the SWPPP may be madeupon approval of the Engineer.D.Following review of the SWPPP plans commence with the following construction sequence (Note, the Construction Sequence described below is aneffort to minimize erosion potential during construction. The Sequence may be modified if the Contractor and Engineer mutually agree there isEHQHILWWRPRGLI\WKH6HTXHQFHWRIDFLOLWDWHWKH&0´V&RQVWUXFWLRQ6FKHGXOHDQGPDLQWDLQHURVLRQFRQWURORQVLWHZKLOHSURWHFWLQJ:DWHUVRIWKHState):1.Install perimeter silt fence where indicated on the Drawings. Silt fence shall be as specified in Section 31 25 00.2.Construct Sediment Control Devices at existing storm sewer inlets (hay bales around castings and silt fence under castings will not beacceptable). Select devices that will not hinder traffic flow or vehicle movements.3.Have silt fence and other erosion control devices inspected by local authorities, as required by the local authority.4.Delineate limits of proposed infiltration area and provide visual barrier around this area to prohibit construction traffic within these zones. It issuggested that orange snow fence be installed around the full perimeter of the area. No construction equipment staging, material staging,contractor parking, or other construction related access will be permitted within the area. Maintain visual barrier on a regular basis.a.Work in this area shall be minimized until upstream tributary areas are stabilized (either temporary or permanent stabilization). Maintainexisting vegetation cover as much as possible.5.Construct the rock construction entrance.6.Remove existing site features to allow for building pad preparation.7.Begin rough grading for the building pad.8.Begin rough grading the proposed parking lots.9.Establish the concrete truck washout area and post with a sign.10.Complete grading the building pad.11.Construct the sanitary sewer system.12.Construct the permanent storm sewer system.13.Rough grade the paved area subgrade to specified tolerances.14.Begin building construction.15.Excavate to 12 inches above finish grade elevation for the Infiltration Area, leaving existing soils at 12" above finish grade for a temporarycondition. Do not install engineered soils in this area until upstream areas are permanently stabilized.16.Rough and finish grade the new parking lot subgrade following the procedures identified in Section 31 00 00 Earthwork.17.Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporary stabilization for theparking lots.18.Construct curb and gutter and concrete walks. This will serve as permanent stabilization for the walk areas.19.Construct the curbing work at the soft play area.20.Construct the first lift of pavement in the parking lots. This will serve as permanent stabilization for the parking lots.21.Protect the soft play area by installing erosion control devices on the upstream side of the area. Do not allow site soils / sedimentation withinthe soft play area.22.Rough and finish grade bituminous path subgrade following the procedures identified in Section 31 00 00 Earthwork.23.Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporary stabilization for thepaths.24.Construct the pavement for the bituminous paths. This will serve as permanent stabilization for the paths.25.Spread topsoil and finish grade the outlying areas. Topsoil spreading shall include all areas except around the building until the exteriorbuilding work is complete.26.Finish grade topsoil and prepare these areas for sod.27.Sod the outlying areas. Keep sod adequately watered.28.Once building exterior is complete, spread topsoil and prepare areas for sodding.29.With all upstream areas permanently stabilized, begin final construction of the Infiltration Area. Work includes:(1)Limit construction traffic within this area as much as possible to avoid compacting the soils in this area.(2)Use a toothed bucket backhoe to excavate soils. Use dump trucks to haul and dispose of soils.(3)Use a toothed bucket and backhoe to place soils.(4)Use a toothed bucket for rough grading.(5)Use manual labor for finish grading and planting.(6)Do not use equipment on the surface of the area as this will compact the soils. Minimize smearing of the soils with mechanicalequipment.30.Provide final lift of pavement and pavement markings.31.Provide final stabilization and cleanup of the site.E.3URYLGHPDLQWHQDQFHWRHURVLRQFRQWUROGHYLFHVDQG%03¶VWRFRPSO\ZLWKWKHUHTXLUHPHQWVRIWKHSHUPLWF.Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage of constructionvehicles or equipment, immediately after the short-term activity has been completed. All sediment control practices shall be re-installed before thenext precipitation event if the short term activity is not complete.G.Inspect erosion control devices and provide routine maintenance as follows:1.Inspect erosion control devices a minimum of once per week and inspect, repair and cover erosion-damaged areas by the end of the nextbusiness day after discovery or as soon as field conditions allow access unless another time frame is specified.a.All perimeter control devices must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reachesRQHKDOI ò RIWKHKHLJKWRIWKHGHYLFH7KHVHUHSDLUVPXVWEHPDGHE\WKHHQGRIWKHQH[WEXVLQHVVGD\DIWHUGLVFRYHURUWKHUHDIWHUDVsoon as field conditions allow access.2.5HFRUGLQVSHFWLRQRQORJSRVWHGLQ&RQWUDFWRU¶VFRQVWUXFWLRQWUDLOHURURWKHUVXLWDEOHWHPSRUDU\VWRUDJHDUHD$OOLQVSHFWLRQVDQGPDLQWHQDQFHshall be recorded within 24 hours.a.Records of each inspection and maintenance activity shall include:(1)Date and time of inspections(2)Name of person conducting inspection(3)Findings of inspections, including recommendations for corrective actions(4)If any discharge is observed to be occurring during the inspection, a record of all points of the property, from which there is adischarge must be made, and the discharge should be described (i.e., color, odor, floating, settled, or suspended solids, foam, oilsheen, and other obvious indicators of pollutants. Photographs shall be taken and kept with the inspection log.(5)Corrective actions taken (including dates, times, and party completing maintenance activities(6)Date and amount of all rainfall events greater than one half inch (0.5 inch) in 24 hours. Rainfall amounts must be obtained by aproperly maintained rain gauge installed onsite, a weather station that is within 1 mile of the project site, or a weather reportingsystem that provides site specific rainfall data from radar summaries(7)Documentation of changes made to the SWPPP as required by the NPDES General Stormwater Permit for Construction Activity(MN R100001)b.Inspections are not required where the ground is frozen. The required inspections and maintenance schedule must begin within 24 hoursafter runoff occurs at the site or 24 hours prior to resuming construction, whichever comes first.3.Provide maintenance for all devices as follows:a.Silt fences, sediment logs, temporary berms, and erosion control devices at storm sewer inlets shall be inspected for depth of sediment,tears, breaches, to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place.b.Silt fences, sediment logs, temporary berms, and erosion control devices at storm sewer inlets, and other erosion control devices shall becleaned when sediment reaches 1/3 the height of the erosion control device, within 24 hours.c.Rock construction entrances shall be inspected for clogging of river rock. River rock that has become clogged with sediment shall beremoved and replaced with fresh river rock.d.Repairs or replacements to all erosion control devices shall occur within 24 hours of discovery.e.Tracked sediment from construction vehicles on to public streets and paved areas (including paved areas on the construction site) shall beremoved within 24 hours of discovery.f.Streets and other areas adjacent to the project must be inspected for evidence of off-site accumulations of sediment. If sediment ispresent, it must be removed in a manner and at a frequency sufficient to minimize off-site impacts.g.Removal of sediment and restabilization of Surface Waters shall be accomplished within 24 hours of discovery (note: surface watersinclude curb and gutter, pavements, storm sewer, swales, or other similar storm water conveyance devices).H.Provide dewatering of excavations as identified in Section 31 00 00.I.Temporary Soil Stockpiles:1.Temporary soil stockpiles shall not be placed in surface waters of the state, including surface conveyances such as curb and gutter, swales, orditches.2.Install silt fence at the base of the temporary soil stockpile (full perimeter).3.Temporary soil stockpiles shall be seeded with temporary seed mix and hydromulch when stockpiles are left inactive for seven (7) days. Note,this does not apply to aggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean aggregate stockpiles,clean rock, clean sand and similar clean aggregates).J.Stabilize denuded areas and (including stockpiles) within the following number of days of last construction activity (temporary or permanent) in thatarea:1.As soon as possible but in no case later than seven (7) days.K.Provide maintenance of all sodded areas until fully established.L.Provide cleaning of storm sewer system at the completion of the project. Cleaning shall include removal of accumulated sediment from all surfacewaters as defined by the permit (for example, curb and gutter, pavements, swales, and storm sewer piping and structures).M.Remove silt fence and erosion control devices at storm sewer inlets following full establishment of site vegetation. Dispose materials properlyoff-site.N.Apply for Notice of Termination (NOT) with MPCA. NOT must be submitted within 30 days after:1.Site has undergone Final Stabilization (at least 80% vegetative cover), and2.Removal of all temporary erosion control measures (silt fence, etc.), and3.Final cleanout and maintenance of all permanent storm water facilities, and 4. Completion of all maintenance activities and site cleanup.
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