HomeMy WebLinkAboutItem 05
2
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Gerdine Path
Upper 162nd St
Florida Way
Upper 163rd Ct
F o l i a g e
A v e
162nd Ct
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F o r b e s A v e±
Parkview Elementar y School
Building Addition &
Park ing Lot Expansion
City of Lakeville
Aerial Map
Parkview Elementar y
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CUP Amendment
EXHIBIT A
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U P P E R 1 6 2 N D S T W
164TH STW
UPPER 164TH
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EXHIBIT B
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NOTES:LEGENDCONCRETE PAVEMENT REMOVALSCONCRETE CURB AND GUTTER REMOVALSBITUMINOUS PAVEMENT REMOVALSGRAVEL REMOVALSAGLIME REMOVALSFENCING REMOVALSTREE REMOVALSSAWCUTPROPERTY LINE 1. REFER TO SHEET C1.31, GRADING AND UTILITY PLANS, FOR GENERAL NOTES.2. MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING,ROADWAYS, ETC.) WHICH ARE TO REMAIN.3. REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS ANDVEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO OWNER'SSATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.4. VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEENDETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS ANDTHE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITECHARACTERISTICS.5. THE CONTRACTOR SHALL HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATEALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
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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 NATURE OFMATERIALS 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, PART OFSECTION 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 CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATIONAS 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 SITE FEATURES(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 TO MEAN941.1 OR 941.15. SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES,UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDINGPERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITHLABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS.16. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT,FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE INORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORTSUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL AS REQUIRED. ALL COSTS ASSOCIATED WITH IMPORTING AND EXPORTING MATERIALS SHALL BE INCIDENTALTO 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 TO SHEETSL1.11, LANDSCAPING PLAN, FOR SOD LOCATIONS.19. WHERE NEW SOD MEETS EXISTING SOD, EXISTING SOD EDGE SHALL BE CUT TO ALLOW FOR ACONSISTENT, 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 WATERTIGHT JOINTSIN 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, PROVIDE FLEXIBLEJOINTS AT ALL PIPE CONNECTIONS TO ALL CATCH BASINS AND MANHOLES.b. ACCEPTABLE MANUFACTURERS / PRODUCTS:i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS”ii. PRESS-SEAL, WATERSTOP GROUTING RINGS”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 (STORM AND SANITARYSEWER), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS ANDELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONSWITH MECHANICAL CONTRACTOR.26. CONTRACTOR SHALL MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDETEMPORARY STORM SEWER (INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES,PIPING, ETC.) AS REQUIRED. EXISTING STORM SEWER SHALL NOT BE REMOVED UNTILTEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATEALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICALCONTRACTOR, ETC.) AS REQUIRED.27. CONTRACTOR SHALL STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OFGATE VALVES, CATCH BASINS AND MANHOLES. GATE VALVE AND MANHOLE LOCATIONSSHALL BE ADJUSTED TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURBAND GUTTER. CURB AND GUTTER SHALL BE STAKED TO ALLOW CURB INLET TYPE CATCHBASINS TO BE PROPERLY LOCATED IN LINE WITH CURBING.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 LIMITSPROPOSED SAND SUBBASE AT FROST FOOTED STOOPSAPPROXIMATE SOIL BORINGPROPOSED SANITARY SEWERPROPOSED STORM SEWERPROPOSED DRAINTILE / FINGER DRAINPROPOSED MANHOLE (MH)PROPOSED CATCH BASIN (CB)PROPOSED FLARED END SECTION (FES)PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING- PROVIDE VERTICAL BENDS AS REQUIRED TO ACCOMPLISHPROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANSPROPOSED BUILDING STOOP - REFER TO ARCHITECTURALPLANSPROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANSPROPERTY LINE 1C2.11
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1. REFER TO SHEET C1.31, GRADING AND UTILITIES PLAN, FOR GENERAL NOTES.2. REFER TO SWPPP NARRATIVE (SECTION 01 89 13) FOR CONSTRUCTION SEQUENCING ANDEROSION CONTROL REQUIREMENTS.3. MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSEDDIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION ASA RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.4. MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.5. ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCALREGULATIONS.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.WIMCO TOP SLAB™ MODEL RD 27.B. INFRASAFE® SEDIMENT CONTROL BARRIER, DISTRIBUTED BY ROYAL ENVIRONMENTALSYSTEMS, INC. SCB'S SHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE ANDCASTING SPECIFIED. SCB'S SHALL BE EQUIPPED WITH FRAME AND PERFORATEDSHROUD AND SHALL BE WRAPPED ON THE OUTSIDE, COVERING THE PERFORATED WALLONLY, WITH A GEOTEXTILE SOCK.C. DANDY BAG® OR DANDY BAG II® DISTRIBUTED BY BROCK WHITE COMPANY, ST. PAUL,MN (615) 647-0950. DANDY BAG SHALL BE USED ONLY FOR CURB INLETS AFTERPAVEMENT (BINDER COURSE OR WEAR COURSE) IS INSTALLED OR AT EXISTING PAVEDAREAS.D. INFRASAFE® DEBRIS COLLECTION DEVICE BY ROYAL ENVIRONMENTAL SYSTEMS, INC.,DISTRIBUTED BY ESS BROTHERS, 9350 COUNTY ROAD 19, CORCORAN, MN 55357 DCD'SSHALL BE SIZED SPECIFICALLY FOR THE STRUCTURE AND CASTING SPECIFIED. PROVIDEFILTER BAGS AND TIES FOR COMPLETE INSTALLATION.E. OR APPROVED EQUAL.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. In accordance withSection 31 00 00, the Contractor shall be responsible for full implementation of and maintenance required by the SWPPP Narrative until theNotice of Termination is approved by the MPCA. Should differences arise between the SWPPP Narrative information described below and theinformation contained within the SWPPP Narrative, bound into the Project Manual, the SWPPP in the Project Manual shall govern.V.General Construction Sequence (in conjunction with the Construction Manager’s Construction Schedule)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 otheritems are different or require modification from this written SWPPP. Modifications to the SWPPP may be made upon approval of the Engineer.D.Following review of the SWPPP plans commence with the following construction sequence (Note, the Construction Sequence described below is an effort to minimizeerosion potential during construction. The Sequence may be modified if the Contractor and Engineer mutually agree there is benefit to modify the Sequence to facilitatethe CM”s Construction Schedule and maintain erosion control on site while protecting Surface Waters of the State):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 be acceptable). Select devicesthat 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 stormwater management area (infiltration area) and provide visual barrier around these areas to prohibit construction traffic within thesezones. It is suggested that orange snow fence be installed around the full perimeter of these areas. No construction equipment staging, material staging, contractorparking, or other construction related access will be permitted within these areas. 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). Maintain existing vegetationcover 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. Prohibit direct surface drainage into inlet structures until the Infiltration area is constructed and ready to receive stormwater. Opening the storm sewer system to drainage may be one of the last site work items to complete.13.Rough grade the paved area subgrade to specified tolerances.14.Begin building construction.15.Rough and finish grade the new parking lot subgrade following the procedures identified in Section 31 00 00 Earthwork.16.Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporary stabilization for the parking lot.17.Construct curb and gutter and concrete walks. This will serve as permanent stabilization for the walk areas.18.Construct the curbing work at the soft play areas.19.Construct the first lift of pavement in the parking lot. This will serve as permanent stabilization for the parking lot.20.Protect the soft play areas by installing erosion control devices on the upstream side of the areas. Do not allow site soils / sedimentation within the soft play areas.21.Rough and finish grade bituminous path subgrade following the procedures identified in Section 31 00 00 Earthwork.22.Once pavement subgrade testing is complete, construct the stabilized aggregate base course. This will serve as temporary stabilization for the paths.23.Construct the pavement for the bituminous paths. This will serve as permanent stabilization for the paths.24.Begin construction of the Infiltration Area. The site relies on these areas for storm drainage as all storm water runoff is contained on site and does not discharge tostorm sewer. Therefore, it is critical to maintain or enhance the infiltrating properties of the soil within these areas. Options to accomplish include the following:a.Limit construction traffic within these areas as much as possible to avoid compacting the soils in these areas.b.Use a toothed bucket backhoe to excavate soils. Use off road trucks to haul and dump soils to other parts of the site.c.Use a bucket and backhoe to place soils (where fill is required).d.Use a toothed bucket for rough grading.e.Use manual labor for finish grading.f.Do not use equipment on the surface of the areas as this will compact the soils. Minimize smearing of the soils with mechanical equipment.25.Spread topsoil and finish grade the outlying areas. Topsoil spreading shall include all areas except around the building until the exterior building 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.Provide final grading and restoration at the Infiltration Area, including:a.Accessing the Area at a single location to minimize disturbance to the surrounding areas.b.Self propelled equipment of any kind is prohibited within the Infiltration area limits. Self propelled equipment will compact the soils and adversely affectinfiltration.c.Access shall come from outside the Infiltration Area (for example, use a backhoe for final excavation that reaches from outside the areas).d.Removal of all accumulated soils other than SP sands using a toothed bucket.e.Removal of all debris by hand.f.Scarify the upper 12 inches of the SP sands as specified in Section 31 00 00 Earthwork.g.Apply peat and blend into upper soil horizon as specified in Section 31 00 00 Earthwork.h.Install plantings (by hand to minimize compaction of soils).30.Provide final lift of pavement and pavement markings.31.Provide final stabilization and cleanup of the site.E.Provide maintenance to erosion control devices and BMP’s to comply with the requirements of the permit.F.Re-install all sediment control practices that have been adjusted or removed to accommodate short-term activates, such as passage of construction vehicles or equipment,immediately after the short-term activity has been completed. All sediment control practices shall be re-installed before the next precipitation event if the short termactivity 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 next business day after discoveryor 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 reaches one-half (½) of the heightof the device. These repairs must be made by the end of the next business day after discover, or thereafter as soon as field conditions allow access.2.Record inspection on log posted in Contractor’s construction trailer or other suitable temporary storage area. All inspections and maintenance shall be recordedwithin 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 a discharge must be made,and the discharge should be described (i.e., color, odor, floating, settled, or suspended solids, foam, oil sheen, 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 a properly maintained raingauge installed onsite, a weather station that is within 1 mile of the project site, or a weather reporting system that provides site specific rainfall datafrom 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 hours after runoff occurs atthe 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 iffabric 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 be cleaned whensediment 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 be removed and replacedwith 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 be removed within 24hours of discovery.f.Streets and other areas adjacent to the project must be inspected for evidence of off-site accumulations of sediment. If sediment is present, it must be removedin 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 waters include curb andgutter, 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, or ditches.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 toaggregate stockpiles or other stockpiles without significant silt, clay or organic components (clean aggregate stockpiles, clean rock, clean sand and similar cleanaggregates).J.Stabilize denuded areas and (including stockpiles) within the following number of days of last construction activity (temporary or permanent) in that area: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 surface waters as defined by thepermit (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 properly off-site.N.Apply for Notice of Termination (NOT) with MPCA. 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