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2018.06.11 PC Meeting Packet Page 1 of 2 CRYSTAL PLANNING COMMISSION DETAILED AGENDA Monday, June 11, 2018 at 7:00 p.m. Council Chambers, Crystal City Hall Commissioners, please call 763.531.1142 or email dan.olson@crystalmn.gov if unable to attend * Items for which supporting materials are included in the meeting packet 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at ______ p.m. with the following members present: Commissioner (Ward 1) Commissioner (Ward 2) Commissioner (Ward 4) Sears Selton Einfeldt-Brown \[Secretary\] Commissioner (Ward 1) Commissioner (Ward 3) Commissioner (Ward 4) Heigel Maristany Johnson \[Chair\] Commissioner (Ward 2) Commissioner (Ward 3) Commissioner (At-Large) Strand Buck \[Vice Chair\] Daly 2. APPROVAL OF MINUTES * Moved by _______________ and seconded by _______________ to approve the minutes of the April 9, 2018 regular meeting with the following exceptions: Motion carried. 3. PUBLIC HEARING* a. Site plan review request from BFI Real Estate Holdings for a new Taco Bell restaurant at 5547 West Broadway Avenue (Application Number 2018-07) Staff presented the following: The following were heard: Page 2 of 2 Planning Commission discussion: Moved by _______________ and seconded by _______________ to recommend ______ to the City Council of the site plan at 5547 West Broadway Avenue. 4. OLD BUSINESS - None 5. NEW BUSINESS a. Conformance to Comprehensive Plan - Council direction to sell surplus property to raise funds for park system capital improvements* b. Conformance to Comprehensive Plan - EDA sale of 5751 West Broadway to owner of 5747 West Broadway for lot consolidation* c. Request to endorse a complete streets resolution from the Environmental Quality Commission* d. Discussion to identify planning-related topics for further discussion with the City Council 6. GENERAL INFORMATION a. City Council actions on previous Planning Commission items: a. Variance request for a new single-family home at 5612 Adair Avenue North st b. Subdivision request for Myrtle Acres preliminary plat at 6511 31 Avenue North c. Conditional use permit request for a vehicle impound lot at 5232-5240 Hanson Court North d. Miscellaneous amendment to the unified development code (UDC) e. 2040 Comprehensive Plan b. Update from Council Liaison c. Staff preview of likely agenda items for Monday, July 9, 2018 meeting 7. OPEN FORUM 8. ADJOURNMENT Moved by _____ and seconded by ______ to adjourn. Motion carried. The meeting adjourned at ______ p.m. Unapproved Planning Commission Minutes April 9, 2018 CRYSTAL PLANNING COMMISSION MINUTES Monday, April 9, 2018 at 7:00 p.m. Council Chambers, Crystal City Hall 1. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7 p.m. with the following members present: X Commissioner (Ward 1) X Commissioner (Ward 2) X Commissioner (Ward 4) Sears Selton Einfeldt-Brown \[Secretary\] X Commissioner (Ward 1) X Commissioner (Ward 3) X Commissioner (Ward 4) Heigel Maristany Johnson \[Chair\] X Commissioner (Ward 2) X Commissioner (Ward 3) X Commissioner (At- Strand Buck \[Vice Chair\] Large) Daly Other attendees: City Planner Dan Olson, City Council Liaison John Budziszewski, Community Development Director John Sutter, Larry Emond, Mark Master, George Letendre, and other interested persons 2. APPROVAL OF MINUTES Moved by Selton and seconded by Sears to approve the minutes of the March 12, 2018 regular meeting. Ayes all. Motion carried. 3. PUBLIC HEARINGS a. Variance request from Novak-Fleck builders for a new single-family home at 5612 Adair Avenue North (Application Number 2018-03) Planner Olson presented a summary of the staff report and indicated that staff is recommending approval of the variance. Commission member Maristany asked if the home should be moved closer to Adair to provide more open space on the east side of the property. Olson said that the reason for pushing it farther back from Adair was to align it with the location of the proposed home at 5618 Adair. Chair Johnson opened the public hearing. With no one from the public wishing to speak, Johnson closed the hearing. Unapproved Planning Commission Minutes April 9, 2018 Moved by Sears and seconded by Buckto recommend approval of the variance at 5612 Adair Avenue North. Ayes: Sears, Heigel, Strand, Selton, Buck, Einfeldt-Brown, Johnson, and Daly. Nay: Maristany. Motion carried. b. Subdivision request from Larry Emond for the Myrtle Acres Preliminary Plat home at 6511 st 31 Avenue North (Application Number 2018-04) Planner Olson presented a summary of the staff report and indicated that staff is recommending approval of the preliminary plat. Commission member Heigel asked about how drainage will flow on the property. Olson stated that the low spots on the property are on lot 3, and there is existing stormwater infrastructure in that lot to provide for the drainage. The watershed has given this preliminary review and does not see any issues with the drainage. Heigel also asked if many trees as possible, but he will not be the one building the houses. Maristany asked why the applicant is creating three lots instead of just the two. Mr. Emond said the property is big enough for three lots and is a very nice property for two new homes. Chair Johnson opened the public hearing. A resident who lives on Florida across the street from the development had concerns about the proposal: wildlife on the property would be displaced, the height of the homes could be tall compared to other homes in the neighborhood, and the potential for drainage on to her property. Olson addressed the drainage question with the information previously provided to Commission member Heigel. With no one else from the public wishing to speak, Johnson closed the hearing. Commission member Selton asked about drainage improvement projects in Sunnyview aware of any recent projects. Moved by Einfeldt-Brown and seconded by Sears to recommend approval to the City st Council of the Myrtle Acres preliminary plat at 6511 31 Avenue North, with the conditions in the staff report. Ayes: all Motion carried. c. Conditional use permit request from Master Real Estate for a vehicle impound lot at 5232- 5240 Hanson Court North (Application Number 2018-05) Planner Olson presented a summary of the staff report and indicated that staff is recommending approval of the conditional use permit. Commission member Maristany asked what the difference is between this and a parking lot. Olson said that impound lots are primarily longer-term storage for vehicles while a Unapproved Planning Commission Minutes April 9, 2018 parking lot usually provides short-term parking. Both uses have to meet specific site development standards. Selton asked what happens if the applicant does not consolidate the lots. Olson said that on this property. said yes. He has another lot in Brooklyn Park and another off of Winnetka. The Crystal lot would be open 24 hours a day, but people would not be coming to the site to pick up their impounded vehicles. Maristany asked what types of cars are impounded. Mr. Master said these are not junk vehicles - just regular cars. Selton asked if the property could be redeveloped in the future. Planner Olson said that another use would be possible, and that use would have to conform to the zoning requirements. Heigel said he thought impound lots have negative impacts on neighborhoods, and there would be too many in this area if this one is approved. George Letendre, representing the applicant, said having this property with no buildings will make it easier to redevelop in the future. Maristany asked about what kind of security will there be. Mr. Master said that the gate Chair Johnson opened the public hearing. Steve Schmit, owner of an impound lot in the area, said his operation is open from 9 am to 4 pm. He asked if this applicant will adhere to the requirements he had to adhere to. Olson said this applicant will have to pave the lot and provide stormwater management. With no one else from the public wishing to speak, Johnson closed the hearing. Moved by Maristany and seconded by Buck to recommend approval of the conditional use permit for a vehicle impound lot at 5232-5240 Hanson Court North with the conditions in the staff report. Ayes: Sears, Maristany, Strand, Selton, Buck, Einfeldt-Brown, Johnson, and Daly. Nay: Heigel. Motion carried. d. Miscellaneous amendments to the Unified Development Code (Application Number 2018- 06) Planner Olson presented a summary of the staff report and indicated that staff is recommending approval of the amendments to chapter 5 of the city code. r Unapproved Planning Commission Minutes April 9, 2018 Heigel asked if emergency vehicles will be able to access the detached ADU. Olson said that he has spoken with police and fire personnel and they did not express concern about being able to access these dwelling units. Selton asked about how the rental code affects ADUs. John Sutter explained how the rental code will be administered for these units. Selton asked why the previous City Council set the boundaries for vehicle sales and rental. Sutter explained the history of why the boundaries were set as they are now. Several commission members expressed a desire not to change the boundaries as it would Chair Johnson opened the public hearing. Randy Bickmann, property owner in Crystal, asked if the green space requirements would be applied to ADUs. Olson said yes. He would like to see more higher density housing in Crystal. Candy Outhout, said that detached ADUs should be accessible to emergency services for vulnerable residents. With no one else from the public wishing to speak, Johnson closed the hearing. Maristany asked if trees would be required for new single-family homes. Olson said that requirement would be in effect for new subdivisions. Moved by Strand and seconded by Sears to recommend approval to the City Council of the amendments to the Unified Development Code with the exception that the owner be required to live on the property for an ADU and that the City Council not amend the boundary for vehicle sales and lease. Ayes all. Motion carried. 4. OLD BUSINESS a. Public meeting to receive input on the proposed 2040 Comprehensive Plan and continue review of proposed plan amendments Planner Olson presented a summary of the proposed amendment to the Comprehensive Plan and discussed the changes to the 2040 land use map and table. concerned that th also wants to see housing that is accessible to those persons with physical limitations. Maristany asked what land intensification means. Olson said it could mean higher densities, buildings that cover more of a lot, and buildings that are taller than what we have now. Commission member Strand asked how redevelopment area D could be done with the sensitive environmental resources in the area. Sutter gave a history of how that area was envisioned in the 2030 plan and how it could be redeveloped in the future. Unapproved Planning Commission Minutes April 9, 2018 5. NEW BUSINESS a. Conformance to Comprehensive Plan - Sale of 5612 Adair Avenue North Planner Olson presented a summary of the staff report and indicated that staff is recommending that the sale of the property is in conformance with the Comprehensive Plan. Moved by Strand and seconded by Heigel to determine that the sale of the property at 5612 Adair is in conformance with the Comprehensive Plan. Ayes all. Motion carried. b. Conformance to Comprehensive Plan - Sale of 5618 Adair Avenue North Planner Olson presented a summary of the staff report and indicated that staff is recommending that the sale of the property is in conformance with the Comprehensive Plan. Moved by Einfeldt-Brown and seconded by Sears to determine that the sale of the property at 5618 Adair is in conformance with the Comprehensive Plan. Ayes all. Motion carried. c. Reminder: April 19, 2018 joint City Council/ Planning Commission meeting 6. GENERAL INFORMATION a. City Council actions on previous Planning Commission items: None b. Update from Council Liaison: City Council liaison Budziszewski provided updates on recent City Council business: Hennepin County gave a presentation on changing the trees in Highway 81 median; the Crystal historical society gave an update on their progress in establishing their organization, the bid for the Bass Lake Road streetscape project was approved; and Hennepin County gave an update on their recycling program. c. Staff preview of likely agenda items for Monday, May 14, 2018 meeting. Planner Olson indicated that he has not received any applications yet, but the application deadline is not until next week. 7. OPEN FORUM 8. ADJOURNMENT Moved by Buck and seconded by Sears to adjourn. Motion carried. The meeting adjourned at 10:08 p.m. PLANNING COMMISSION STAFF REPORT Site plan review for Taco Bell Restaurant _______________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Planning Commission (for June 11 Meeting) DATE: June 6, 2018 RE: PUBLIC HEARING Site plan review request from BFI Real Estate Holdings for a new Taco Bell restaurant at 5547 West Broadway Avenue (Application Number 2018-07) A. BACKGROUND BFI Real Estate Holdings is proposing to purchase a parcel at 5547 West Broadway and construct a new Taco Bell restaurant on the 1.1 acre property. The property is zoned Commercial and restaurants are a permitted use within that zoning district. However t unified development code (UDC) requires site plan review and approval for the improvements to the property. Notice of the June 11 public hearing was published in the Sun Post on May 31 and mailed to owners within 500 feet (see attachment A). To date staff has not received any comments on this proposal. Attachments: A. Site location map showing public hearing notification area B. Existing zoning map C. Photos of the property D. Site plan (15 sheets) E. Rendering of proposed building B.SITE PLAN REVIEW Property history In 2016 Paster Properties, the owner of the Crystal Shopping Center, received approval from the City Council to subdivide the parcel from the Target property. At that time Paster also received site plan approval for a different commercial building and approval of a conditional use permit (CUP) for a drive-through facility. Since the applicant is proposing a building that is different in size and location to the 2016 approvals, the applicant is required to receive approval for this new site plan. 5547 WEST BROADWAY AVENUE SITE PLAN REVIEW APPLICATION PAGE 1 OF 3 Existing use The property is currently used as a parking area for patrons of the Crystal Shopping Center and Target store. Proposed use - The applicable is proposing to construct a 2,700 square foot Taco Bell restaurant with a drive-through facility on the property. The following are the notable site plan elements: Building setbacks. The proposed building meets setback requirements in the Commercial district. The building will be approximately 78 feet from the property line along West Broadway. Parking. The site plan shows 48 parking spaces to serve the proposed building. The meets the parking space requirements in the Commercial district. The perimeter of the parking lot meets setbacks and the aisle and parking spaces meet the dimensional requirements of the UDC. Stormwater management and erosion control measures. Since the applicant is reducing the amount of impervious surface on the property, a stormwater management plan is not required. The site plan includes such stormwater management techniques as sump catch basins and small stormwater trenches. During building construction, the city will require erosion control techniques to be used on-site including silt fences, inlet protection, and erosion control blankets. Access and circulation. The cthe West Metro Fire Rescue District staff have reviewed this traffic circulation plan and found it adequate to meet vehicle movement into and within the site, including fire trucks. Building elevations. insulation fini. These materials meet the croposed building is attachment D. Landscaping. The landscape plan shows some existing trees preserved, and princeton elmand as new trees to be planted on the property. The applicant proposes to plant six varieties of shrubs. Screening. Refuse collection will occur within the building so there is not a need for a dumpster enclosure on the property. The only ground mechanical equipment is a transformer that will be screened with landscaping. Exterior Lighting. Two light poles will be removed and seven new poles will be Pedestrian connections. There is an existing sidewalk along West Broadway that allows for pedestrian connections to the new building. The applicant has added a pedestrian connection from this sidewalk to the proposed restaurant. Signs A monument sign is proposed along West Broadway. The applicant must receive sign permit approval before installing that sign, or any building signage. Property cleanup At one time this site contained a petroleum tank for a gas service station. This tank leaked causing soil contamination and Target Corporation worked with the Minnesota Pollution Control Agency (MPCA) to clean up the property. In 1996 MPCA determined that the site was adequately cleaned up but reserved the right to inspect the property and require further cleanup work if it was later determined to be necessary. Staff recommends a condition of approval that the applica before starting construction. 5547 WEST BROADWAY AVENUE SITE PLAN REVIEW APPLICATION PAGE 2 OF 3 C.Site plan review criteria The following are the relevant criteria for approval of site plans in city code section 510.17. 1. The site plan fully complies with all applicable requirements of the UDC. Findings: As outlined in section B, above, the proposed site plan meets UDC requirements. 2. The site plan adequately protects residential uses from the potential adverse effects of a non-residential use. Findings: The nearest residential properties are located south of the Target xpected to have an adverse effect on these residential properties. 3. The site plan is consistent with the use and character of surrounding properties. Findings: The proposed restaurant will be adjacent to properties zoned and used for commercial purposes. 4. The site plan provides safe conditions for pedestrians or motorists and prevents the dangerous arrangement of pedestrian and vehicular ways. Findings: found it adequate to meet vehicle movement into and within the site, including fire trucks. An existing sidewalk along West Broadway provides pedestrian connections for the area. The applicant has added a pedestrian connection from this sidewalk to the proposed restaurant. D.REQUESTED ACTION The Planning Commission is being asked to make a recommendation to the City Council to either deny or approve the site plan review application to allow a new Taco Bell restaurant at 5547 West Broadway. This recommendation should include findings of fact either for or against the proposal. The Commission may reference the findings for approval in sections B and C, above. Staff recommends approval of the site plan review application with the following conditions: 1. Prior to the issuance of the building permit for the new building, the applicant will provide documentation to the city from the Minnesota Pollution Co standards for new construction on the site. 2. The development shall be constructed according to the site plan in attachment D. Prior to disturbing the site, the applicant shall sign a site improvement agreement with the city to guarantee installation of the landscaping plan. 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Call 48 Hours before digging: 811 or call811.com Common Ground Alliance DESIGNED:CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE: SITE IMPROVEMENT PLANS 05/15/18 INITIAL ISSUE:REVISIONS: TACO BELL, CRYSTAL CRYSTAL, MN NEW HOPE, MN 55428 5424 BOONE AVENUE N BORDER FOODS, INC. PREPARED FOR: 18919 LICENSE NO. 05/15/18 PREPARED FOR: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEDANIEL PARKSDATE: OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA BORDER FOODS, INC. 5424 BOONE AVENUE N NEW HOPE, MN 55428 CRYSTAL, MN CONTACT: BARB SCHNEIDER Sheet List Table Sheet NumberSheet Title PHONE: 763-489-2970 TACO BELL, CRYSTAL 1 Cover Sheet EMAIL: BSCHNEIDER@BORDERFOODS.COM Existing Conditions & Removals Plan 2 3Civil Site Plan Grading & Erosion Control Plan 4 Utility Plan 5 6Details 3701 12th Street North, Suite 206St. Cloud, MN 56303 7Details SITE (320) 253-9495(320) 358-2001(800) 270-9495 PhoneFax Vicinity Map COVER SHEET (NOT TO SCALE) SHEET NUMBER: 1 NOT FOR CONSTRUCTION DATE:05/15/18 TACO BELL, CRYSTAL 0015210.00 ..... Call 48 Hours before digging: 811 or call811.com Common Ground Alliance 1 REMOVAL NOTESREMOVAL KEYNOTES EXISTING CONDITIONS LEGEND DESIGNED:CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE: 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS1.LOCATE, MARK, AND PROTECT EXISTING UTILITIES DURING WATERMAIN CONSTRUCTION. PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED ST BUSH/SHRUBSTORM MANHOLE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. T CONIFEROUS TREETELEPHONE BOX 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR T DECIDUOUS TREETELEPHONE MANHOLE SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS WETLANDTRAFFIC CONTROL BOX FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. HH STEEL/WOOD POSTHAND HOLE 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. SIGN-TRAFFIC/OTHERTRAFFIC LIGHT 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR SIGN-TRAFFIC/OTHERGATE VALVE REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL MAIL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.MAIL BOXHYDRANT 05/15/18 W HANDICAPPED STALLWATER METER T S PERC TESTCURB STOP BOX T MWW MONITORING WELLWATER MANHOLE INITIAL ISSUE:REVISIONS:.......... CS HH TV CABLE TV BOX W WELL E G GAS METERCABLE TELEVISION LINE HH STREET LITEGAS LINE GUY WIREPOWER OVERHEAD POWER POLEPOWER UNDERGROUND MW E ELECTRIC BOXSANITARY SEWER E ELECTRIC METERSTORM SEWER E ELECTRIC MANHOLETELEPHONE OVERHEAD 1 NEW HOPE, MN 55428 5424 BOONE AVENUE N ELECTRIC TOWERTELEPHONE UNDERGROUND S SANITARY MANHOLEWATERMAIN BORDER FOODS, INC. CO SEWER CLEANOUTFENCE LINE PREPARED FOR: BEEHIVE CATCH BASINTREE STUMP X CATCH BASINPOST INDICATOR VALVE S X FLARED END SECTIONSOIL BORING 18919 TP TELEPHONE MANHOLEPIEZOMETER REMOVE BITUMINOUS FLOOD/YARD LIGHT PAVEMENT (TYP.) REMOVAL LEGEND LICENSE NO. EXISTINGPROPOSED X PROPERTY LINE T 05/15/18 SAW CUT PAVEMENT . REXISTINGREMOVALS W I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEDANIEL PARKSDATE: SOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA . N A S "CURB & GUTTER 6 ss SANITARY SEWER X WATER MAIN HYDRANT X G STORM SEWER X X GAS UNDERGROUND ELECTRIC HH E E OVERHEAD ELECTRIC CRYSTAL, MN HH UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC TACO BELL, CRYSTAL CABLE TELEVISION HH X RETAINING WALL FENCE CONCRETE BITUMINOUS E X E BUILDING TREE X LIGHT POLE * TRAFFIC SIGN X 3701 12th Street North, Suite 206St. Cloud, MN 56303 X CONSTRUCTION BARRICADE SOIL BORING LOCATION SAWCUT LINE (TYP.) TREE LINE (320) 253-9495(320) 358-2001(800) 270-9495 PhoneFax E EXISTING CONDITIONS & REMOVALS PLAN SHEET NUMBER: 2 0'20'40'60' NOT FOR CONSTRUCTION DATE:05/15/18 N:\\0015210.00\\DWG\\CIVIL\\0015210RM01.DWGTACO BELL, CRYSTAL 0015210.00 ©©22001188WWeessttwwooooddPPrrooffeessssiioonnaallSSeerrvviicceess,,IInncc.. ..... Call48Hoursbeforedigging: GENERALSITENOTES 811orcall811.com CommonGroundAlliance 1 SITEDETAILS 1.BACKGROUNDINFORMATIONFORTHISPROJECTPROVIDEDBYWESTWOODPROFESSIONAL 7.ALLCURBANDGUTTERSHALLBEB612UNLESSOTHERWISENOTED. SERVICES,MINNETONKA,MINNESOTA,FALL2015. DESIGNED:CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE: 1B612CURBANDGUTTER SITELEGEND 2.LOCATIONSANDELEVATIONSOFEXISTINGTOPOGRAPHYANDUTILITIESASSHOWNONTHIS8.THECONTRACTORSHALLBERESPONSIBLEFORPROVIDINGANDMAINTAININGTRAFFICCONTROL 2B612TIPOUTCURBANDGUTTERPLANAREAPPROXIMATE.CONTRACTORSHALLFIELDVERIFYSITECONDITIONSANDUTILITYDEVICESSUCHASBARRICADES,WARNINGSIGNS,DIRECTIONALSIGNS,FLAGGERSANDLIGHTSTO LOCATIONSPRIORTOEXCAVATION/CONSTRUCTION.IFANYDISCREPANCIESAREFOUND,THECONTROLTHEMOVEMENTOFTRAFFICWHERENECESSARY.PLACEMENTOFTHESEDEVICESSHALL 3FLUSHCURBWITH4'TRANSITIONSEXISTINGPROPOSED ENGINEERSHOULDBENOTIFIEDIMMEDIATELY.BEAPPROVEDBYTHECITYANDENGINEERPRIORTOPLACEMENT.TRAFFICCONTROLDEVICES 5INTEGRALCURBANDWALK PROPERTYLINE SHALLCONFORMTOAPPROPRIATEMNDOTSTANDARDS. 8STANDARDDUTYCONCRETE 3.REFERTOBOUNDARYSURVEYFORLOTBEARINGS,DIMENSIONSANDAREAS. LOTLINE 9PRIVATEPEDESTRIANCURBRAMP 9.BITUMINOUSPAVEMENTANDCONCRETESECTIONSTOBEINACCORDANCEWITHTHE 10PRIVATEPARALLELPEDESTRIANCURBRAMPRECOMMENDATIONSOFTHEGEOTECHNICALENGINEER.SETBACKLINE 4.ALLDIMENSIONSARETOFACEOFCURBOREXTERIORFACEOFBUILDINGUNLESSOTHERWISE NOTED. 11CROSSWALKSTRIPING EASEMENTLINE 10.CONTRACTORSHALLMAINTAINFULLACCESSTOADJACENTPROPERTIESDURINGCONSTRUCTION 12MATCHEXISTINGCURB&GUTTER CURBANDGUTTER 5.REFERTOARCHITECTURALPLANSFOREXACTBUILDINGDIMENSIONSANDLOCATIONSOFEXITS,ANDTAKEALLPRECAUTIONSNECESSARYTOAVOIDPROPERTYDAMAGETOADJACENT 13PAINTEDTRAFFICARROW RAMPS,ANDTRUCKDOCKS.PROPERTIES. TIP-OUTCURBANDGUTTER 14PAINT24"WIDESOLIDSTRIPE RETAININGWALL 15HANDICAPACCESSIBLESIGNAGEANDSTRIPING6.ALLCURBRADIISHALLBE3.0FEET(TOFACEOFCURB)UNLESSOTHERWISENOTED.11.SITELIGHTINGSHOWNONPLANISFORREFERENCEONLY.REFERTOLIGHTINGPLANPREPAREDBY OTHERSFORSITELIGHTINGDETAILSANDPHOTOMETRICS. 16STANDARDDUTYBITUMINOUSPAVEMENT FENCE 05/15/18 17MATCHEXISTINGBITUMINOUSPAVEMENTWITHSAWCUT CONCRETEPAVEMENT 18BOLLARD HEAVYDUTYCONCRETEPAVEMENT 19BOLLARDSIGN-HANDICAPSIGN(12"X18") T HEAVYDUTYBITUMINOUSPAVEMENT 20BOLLARDSIGN-STOP(30"X30") T 21BOLLARDSIGN-DONOTENTER(36"X12") STANDARDDUTYBITUMINOUSPAVEMENTINITIAL ISSUE:REVISIONS:.......... CS HH 22LIGHTPOLE(SEELIGHTINGPLAN) 68 NUMBEROFPARKINGSTALLS E 23TRANSFORMERPAD T TRANSFORMER 24BIKERACK SITELIGHTING HH 25BITUMINOUSRAMPTOTRASHENCLOSURE 26PAINT24"HIGHLETTERSTRAFFICSIGN 12 27HEAVYDUTYCONCRETE POWERPOLE 28 28LANDSCAPEAREA 31 BOLLARD/POST MW 29OVERHEADCLEARANCEBAR 1 17 30MENUBOARDANDORDERINGSTATION ' 31MONUMENTSIGN 3 R 15 SITEDEVELOPMENTSUMMARY 32YELLOWDIAGONALSTRIPING 6 33WASTERECEPTACLES NEW HOPE, MN 55428 34MATCHEXISTINGCONCRETEPAVEMENT 5424 BOONE AVENUE N EXISTINGZONING:C,COMMERCIALDISTRICT 22' 0 ' 8 1 1PARCELDESCRIPTION:LOT2,BLOCK1,CARDINALCOURT2NDADDITION R BORDER FOODS, INC. 16 PREPARED FOR: PROPERTYAREA:47,920SF(1.10AC) ' 4 2 EXISTINGCONDITIONS: 22 R 1PERVIOUSSURFACE:6,006SF(12.5%) 0 11 ' S IMPERVIOUSSURFACE:41,914SF(87.5%) 5 17 ' P A 28 R PROPOSEDCONDITIONS:18919 K 17I N PERVIOUSSURFACE:14,351SF(29.9%) G RIMPERVIOUSSURFACE:33,569SF(70.1%) S 1 0 '3E 1T 220 'B 22 BA UC BUILDINGGROSSSIZE:2,701SF ' K I 0 L 1 D R LICENSE NO. I N BUILDINGSETBACKPERCODE:30'=FRONT G S 30'=SIDE/30'=SIDETOROW E T 13 16 R 24' RB10'=REAR 1A 3 0 C . 5 ' K ' ' 3 T R PARKINGSETBACK:5'=FRONTANDROW 15 05/15/18 32 5'=SIDEANDREAR 9' 1218' I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM AOF THE STATE OF MINNESOTADANIEL PARKSDATE: DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS PARKINGSPACE/DRIVEAISLE:9'WIDEX18'LONG,24'AISLE R 8' 1 11 5 ' 18' 12 328' 8' 134PARKINGRATIOREQUIREMENTCITYOFCRYSTAL 8 252 2 26' 28RESTAURANTSANDBARS:MIN.=4SPACES+1SPACE/100SFOFBLDG D18 R4 R 5VI 2 'E 'MAX.=4SPACES+1SPACE/50SFOFBLDG T H R 0U 8 9 1 6.5' O5.8'6' 19 N24 RL1 Y9 27 118 G 12' TOTALSPACESREQUIRED:31-58SPACES 7' ' ' 2851 . 5 6 4R ' ' 29 3 33R 11 33 PARKINGPROVIDED:48SPACES 28 HH ' E 285 2 TACOBELLR 10 2712 T 22 E 23 ' 2,701SF 5 2 17 R27.4' FFE=874.50 CRYSTAL, MN 121 HH 8 7' 95'17 28' 30 170 321R 1 R22 0 ' TACO BELL, CRYSTAL 18S26 T 1826 27 12O HH 10'BUILDINGSETBACK 1 11' P 12 ' 0 ENTER1 5'PAR KINGSETBACK R DO NOT R 5 5 ' 2214 21 20 25' 28 1 3 E E 23 23PROPOSEDSTALLSFORTARGETPARKING. 18' 9' 21EXISTINGSTALLSFORTARGETPARKING. 1 20 R 1 0 16' 3701 12th Street North, Suite 206St. Cloud, MN 56303 ' 0 ' 2 5 12 RRR 12 5 3 ' 1 17 (320) 253-9495(320) 358-2001(800) 270-9495 Toll Free PhoneFax CIVIL SITE PLAN SHEETNUMBER: 3 0'20'40'60' NOTFORCONSTRUCTION DATE:05/15/18 N:\\0015210.00\\DWG\\CIVIL\\0015210SP01.DWGTACO BELL, CRYSTAL 0015210.00 ©©22001188WWeessttwwooooddPPrrooffeessssiioonnaallSSeerrvviicceess,,IInncc.. ..... Call48Hoursbeforedigging: 811orcall811.com CommonGroundAlliance GRADINGLEGEND GRADINGNOTES EXISTINGPROPOSED DESIGNED:CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE: 1.LOCATIONSANDELEVATIONSOFEXISTINGTOPOGRAPHYANDUTILITIESASSHOWNONTHIS PROPERTYLINE PLANAREAPPROXIMATE.CONTRACTORSHALLFIELDVERIFYSITECONDITIONSANDUTILITY 99 88 0 0 INDEXCONTOUR LOCATIONSPRIORTOEXCAVATION/CONSTRUCTION.THEENGINEERSHALLBENOTIFIED 9 9 82 8 2 IMMEDIATELYIFANYDISCREPANCIESAREFOUND. INTERVALCONTOUR CURBANDGUTTER 2.CONTRACTORSSHALLREFERTOARCHITECTURALPLANSFOREXACTLOCATIONSAND DIMENSIONSOFVESTIBULE,SLOPEDPAVEMENT,EXITPORCHES,RAMPS,TRUCKDOCKS,PRECISE PONDNORMALWATERLEVEL BUILDINGDIMENSIONS,EXACTBUILDINGUTILITYENTRANCELOCATIONS,ANDEXACT STORMSEWER LOCATIONSANDNUMBEROFDOWNSPOUTS. FLAREDENDSECTION(WITHRIPRAP) 3.ALLEXCAVATIONSHALLBEINACCORDANCEWITHTHECURRENTEDITIONOF"STANDARD WATERMAIN SPECIFICATIONSFORTRENCHEXCAVATIONANDBACKFILL/SURFACERESTORATION"AS PREPAREDBYTHECITYENGINEERSASSOCIATIONOFMINNESOTA. SANITARYSEWER RETAININGWALL 4.ALLDISTURBEDUNPAVEDAREASARETORECEIVEFOURINCHESOFTOPSOILANDSODORSEED. 05/15/18 THESEAREASSHALLBEWATEREDUNTILAHEALTHYSTANDOFGRASSISOBTAINED.SEE DRAINTILE LANDSCAPEPLANFORPLANTINGANDTURFESTABLISHMENT. GRADINGLIMITS T ROCKCONSTRUCTIONENTRANCE T 5.THECONTRACTORSHALLBERESPONSIBLEFORPROVIDINGANDMAINTAININGTRAFFIC CONTROLDEVICESSUCHASBARRICADES,WARNINGSIGNS,DIRECTIONALSIGNS,FLAGMEN EROSIONCONTROLBLANKET CS HH ANDLIGHTSTOCONTROLTHEMOVEMENTOFTRAFFICWHERENECESSARY.PLACEMENTOF INITIAL ISSUE:REVISIONS:.......... E 91.00 91.00SPOTELEVATIONTHESEDEVICESSHALLBEAPPROVEDBYTHEENGINEERPRIORTOPLACEMENT.TRAFFIC CONTROLDEVICESSHALLCONFORMTOAPPROPRIATEMNDOTSTANDARDS. 1.50% FLOWDIRECTION HH 6.ALLSLOPESSHALLBEGRADEDTO3:1ORFLATTER,UNLESSOTHERWISEINDICATEDONTHIS T=98.0 TOPANDBOTTOMOFRETAININGWALL SHEET. B=87.6 E.O.F. EMERGENCYOVERFLOW7.CONTRACTORSHALLUNIFORMLYGRADEAREASWITHINLIMITSOFGRADINGANDPROVIDEA 91.00 MW SMOOTHFINISHEDSURFACEWITHUNIFORMSLOPESBETWEENPOINTSWHEREELEVATIONS ARESHOWNORBETWEENSUCHPOINTSANDEXISTINGGRADES. SOILBORINGLOCATION 8.SPOTELEVATIONSSHOWNINDICATEFINISHEDPAVEMENTELEVATIONS&GUTTERFLOWLINE INLETPROTECTION UNLESSOTHERWISENOTED.PROPOSEDCONTOURSARETOFINISHEDSURFACEGRADE. MUDMATS 9.SEESOILSREPORTFORPAVEMENTTHICKNESSESANDHOLDDOWNS. NEW HOPE, MN 55428 10.CONTRACTORSHALLDISPOSEOFANYEXCESSSOILMATERIALTHATEXISTSAFTERTHESITE 5424 BOONE AVENUE N GRADINGANDUTILITYCONSTRUCTIONISCOMPLETED.THECONTRACTORSHALLDISPOSEOF ALLEXCESSSOILMATERIALINAMANNERACCEPTABLETOTHEOWNERANDTHEREGULATING AGENCIES. BORDER FOODS, INC. PREPARED FOR: 11.ALLCONSTRUCTIONSHALLCONFORMTOLOCAL,STATEANDFEDERALRULESINCLUDINGTHE NATIONALPOLLUTANTDISCHARGEELIMINATIONSYSTEM(NPDES)PERMITREQUIREMENTS. S 12.PRIORTOPLACEMENTOFANYSTRUCTUREORPAVEMENT,APROOFROLL,ATMINIMUM,WILL BEREQUIREDONTHESUBGRADE.PROOFROLLINGSHALLBEACCOMPLISHEDBYMAKING MINIMUMOF2COMPLETEPASSESWITHFULLY-LOADEDTANDEM-AXLEDUMPTRUCK,OR 18919 APPROVEDEQUAL,INEACHOF2PERPENDICULARDIRECTIONSWHILEUNDERSUPERVISION ANDDIRECTIONOFTHEINDEPENDENTTESTINGLABORATORY.AREASOFFAILURESHALLBE EXCAVATEDANDRE-COMPACTEDASSPECIFIEDHEREIN. 13.EMBANKMENTMATERIALPLACEDBENEATHBUILDINGSANDSTREETORPARKINGAREASSHALL LICENSE NO. BECOMPACTEDINACCORDANCEWITHTHESPECIFIEDDENSITYMETHODASOUTLINEDIN MNDOT2105.3F1ANDTHEREQUIREMENTSOFTHEGEOTECHNICALENGINEER. T 14.EMBANKMENTMATERIALNOTPLACEDINTHEBUILDINGPAD,STREETSORPARKINGAREA, SHALLBECOMPACTEDINACCORDANCEWITHREQUIREMENTSOFTHEORDINARY 05/15/18 . R COMPACTIONMETHODASOUTLINEDINMNDOT2105.3F2. W S . N A S " 6 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEOR UNDER MY DIRECT SUPERVISION AND THAT I AM AOF THE STATE OF MINNESOTADANIEL PARKSDATE: 15.ALLSOILSANDMATERIALSTESTINGSHALLBECOMPLETEDBYANINDEPENDENTDULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS GEOTECHNICALENGINEER.EXCAVATIONFORTHEPURPOSEOFREMOVINGUNSTABLEOR DUNSUITABLESOILSSHALLBECOMPLETEDASREQUIREDBYTHEGEOTECHNICALENGINEER.THE R I V E TCONTRACTORSHALLBERESPONSIBLEFORCOORDINATINGALLREQUIREDSOILSTESTSAND H R U O INSPECTIONSWITHTHEGEOTECHNICALENGINEER. N L Y G HH E T E FFE=874.50 HH CRYSTAL, MN S T O HH TACO BELL, CRYSTAL P ENTER DO NOT E E 3701 12th Street North, Suite 206St. Cloud, MN 56303 (320) 253-9495(320) 358-2001(800) 270-9495 Toll Free PhoneFax GENERALEROSIONCONTROLNOTES 1.THECONTRACTORISSPECIFICALLYCAUTIONEDTHATTHELOCATIONAND/ORELEVATIONOFEXISTINGUTILITIESASSHOWNONTHESEENTRANCETOTHESITEMUSTBEPROVIDEDACCORDINGTODETAILSTOREDUCETRACKINGOFDIRTONTOPUBLICSTREETS.10.ALLTEM PORARYSTOCKPILESMUSTHAVESILTFENCEINSTALLEDAROUNDTHEMTOTRAPSEDIMENT. PLANSAREBASEDONRECORDSOFTHEVARIOUSUTILITYCOMPANIESANDLIMITEDMEASUREMENTSTAKENINTHEFIELD.THE INFORMATIONSHALLNOTBERELIEDONASBEINGEXACTORCOMPLETE.THECONTRACTORSHALLVERIFYEXISTINGCONDITIONSPRIOR5.PROPOSEDPONDSSHALLBEEXCAVATEDFIRSTANDUSEDASTEMPORARYPONDINGDURINGCONSTRUCTION.11.ALLPERMANENTPONDS USEDASTEMPORARYSEDIMENTBASINSDURINGCONSTRUCTIONSHALLBEDREDGEDAFTERTHESITEHASBEEN TOCONSTRUCTIONANDNOTIFYTHEOWNERORENGINEEROFDISCREPANCIES.STABILIZEDTORESTORETHEPONDTOTHEPROPOSEDBOTTOMELEVATION. 6.ALLUNPAVEDAREASALTEREDDUETOCONSTRUCTIONACTIVITIESMUSTBERESTOREDWITHSEEDANDMULCH,SOD,EROSIONCONTROL 2.ALLSILTFENCEANDOTHEREROSIONCONTROLFEATURESSHALLBEIN-PLACEPRIORTOANYEXCAVATION/CONSTRUCTIONANDSHALLBLANKETORBEHARDSURFACEWITHIN2WEEKSOFCOMPLETIONOFCONSTRUCTION.12.ALLCONSTRUCTIONSHALLCONFORMTOLOCALA NDSTATERULESINCLUDINGTHENATIONALPOLLUTANTDISCHARGEELIMINATION BEMAINTAINEDUNTILVIABLETURFORGROUNDCOVERHASBEENESTABLISHED.EXISTINGSILTFENCEON-SITESHALLBEMAINTAINEDSYSTEM(NPDES)PERMITREQUIREMENTS. EROSION ANDORREMOVEDANDSHALLBECONSIDEREDINCIDENTALTOTHEGRADINGCONTRACT.ITISOFEXTREMEIMPORTANCETOBEAWARE7.THESITEMUSTBESTABILIZEDPERTHEREQUIREMENTSOFTHEMPCA,NPDES,MNDOT,ANDCITY. GRADING & OFCURRENTFIELDCONDITIONSWITHRESPECTTOEROSIONCONTROL.TEMPORARYPONDING,DIKES,HAYBALES,ETC.,REQUIREDBYTHE13.THESITEMUSTBEKEPTINAWELL-DRAINEDCONDITIONATALLTIMES.THECONTRACTORSHALLBERESPONSIBLEFORTEMPORAR Y CITYSHALLBEINCIDENTALTOTHEGRADINGCONTRACT.A.TEMPORARY(GREATERTHAN1-YEAR)SEEDSHALLBEMNDOTSEEDMIX22-111AT30.5-POUNDSPERACRE.DITCHES,PIPINGOROTHERMEANSREQUIREDTOINSUREPROPERDRAINAGEDURINGCONSTRUCTION.LO WPOINTSINROADWAYSOR CONTROL PLAN BUILDINGPADSMUSTBEPROVIDEDWITHAPOSITIVEOUTFLOW. 3.EROSIONANDSILTATIONCONTROL(ESC):THECONTRACTORSHALLASSUMECOMPLETERESPONSIBILITYFORCONTROLLINGALLB.TEMPORARY(LESSTHAN1-YEAR)SEEDSHALLBEMNDOTSEEDMIX21-112(FALL)OR21-111(SPRING/SUMMER)AT100-POUNDSPER SHEETNUMBER: ACRE SILTATIONANDEROSIONOFTHEPROJECTAREA.THECONTRACTORSHALLUSEWHATEVERMEANSNECESSARYTOCONTROLTHE14.PUBLICSTREETSUSEDFORHAULINGSHALLBEKEPTFREEOFSOILANDDEBRIS.STREETSWEEPINGSHALLBECONCURRENTWITHSITE EROSIONANDSILTATIONINCLUDINGBUTNOTLIMITEDTO:CATCHBASININSERTS,CONSTRUCTIONENTRANCES,EROSIONCONTROLWORK. C.PONDSLOPESSHALLBEMNDOTSEEDMIX33-261AT35-POUNDSPERACRE. BLANKET,ANDSILTFENCE.ESCSHALLCOMMENCEWITHGRADINGANDCONTINUETHROUGHOUTTHEPROJECTUNTILACCEPTANCEOF THEWORKBYTHEOWNER.THECONTRACTOR'SRESPONSIBILITYINCLUDESALLIMPLEMENTATIONASREQUIREDTOPREVENTEROSION ANDTHEDEPOSITINGOFSILT.THEOWNERMAYDIRECTTHECONTRACTOR'SMETHODSASDEEMEDFITTOPROTECTPROPERTYANDD.GENERALSEEDINGSHALLBEMNDOTSEEDMIX25-151AT70-POUNDSPERACRE. 4 IMPROVEMENTS.ANYDEPOSITIONOFSILTORMUDONNEWOREXISTINGPAVEMENTORINEXISTINGSTORMSEWERSORSWALESSHALL 0'20'40'60' BEREMOVEDAFTEREACHRAINEVENT.AFFECTEDAREASSHALLBECLEANEDTOTHESATISFACTIONOFTHEOWNER,ALLATTHEEXPENSEE.MULCHSHALLBEMNDOTTYPE1APPLIEDAT2-TONSPERACRE. OFTHECONTRACTOR.ALLTEMPORARYEROSIONCONTROLSHALLBEREMOVEDBYTHECONTRACTORAFTERTHETURFISESTABLISHED. 9.FORAREASWITHSLOPEOF3:1ORGREATER,RESTORATIONWITHSODOREROSIONCONTROLBLANKETISREQUIRED. NOTFORCONSTRUCTION DATE:05/15/18 4.ALLSTREETSDISTURBEDDURINGWORKINGHOURSMUSTBECLEANEDATTHEENDOFEACHWORKINGDAY.ACONSTRUCTION N:\\0015210.00\\DWG\\CIVIL\\0015210GD01.DWGTACO BELL, CRYSTAL 0015210.00 ..... Call 48 Hours before digging: 811 or call811.com Common Ground Alliance UTILITY LEGEND STORM SEWER SCHEDULEGENERAL UTILITY NOTES EXISTINGPROPOSED DESIGNED:CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE: 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR PROPERTY LINE NUMBERTYPEDIA.CASTING ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON EASEMENT LINE RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS EXISTING ---- 1 TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING CURB AND GUTTER CBMHR-2556* 248" EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS s SANITARY SEWER PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF CBMH48"R-3067 3 DISCREPANCIES. SANITARY SEWER FORCE MAIN CBMH48"R-3067 4 STORM SEWER 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND CB2'X3'R-3067 5 WATER MAIN INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD CB2'X3'R-3067 HYDRANT 6 SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND GAS CB2'X3'R-4342 7 SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. UNDERGROUND ELECTRIC CBMH48"R-2556* 8 05/15/18 OVERHEAD ELECTRIC EXISTING---- 9 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY UNDERGROUND TELEPHONE FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH CB2'X3'R-4342 10 THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES OVERHEAD TELEPHONE T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE *WITH TYPE C GRATE EXISTING 8" WATER MAIN TELEPHONE FIBER OPTIC T ARRANGED WITH THE OWNER. INITIAL ISSUE:REVISIONS:.......... CABLE TELEVISION CS HH 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION E DRAIN TILE AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING GATE VALVEDIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. HH FLARED END SECTION (WITH RIPRAP) 5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LIGHT POLE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY X.XVERTICAL UTILITY SEPARATION WET TAP COMPANIES. MW 8"X8" TEE 8" GATE VALVE 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONTRACTOR TO NOTIFY ADJACENT CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. PROPERTIES, AND PROVIDE THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE TRAFFIC CONTROL AND SIGNAGE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT TO REROUTE TRAFFIC DURING OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER NEW HOPE, MN 55428 5424 BOONE AVENUE N UTILITY CONSTRUCTION. EX. CBMH 1 MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE RE=872.17 CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED IE(NE,SW,SE)=868.39 DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONNECT STORM PIPES TO EXIST. CB. BORDER FOODS, INC. CONTRACTOR. RECONSTRUCT MH AS REQUIRED. PREPARED FOR: 1 0 0 7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. L F ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN - 6 8 DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE "3 S D L IFMAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL % P 0 - 4 . 01GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN 2 18919 @ " SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. PHYDRANT R C C R "AND G.V.P 8 1@ - 8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. F 0 L . 4 6 7 1 CBMH 2 % RE=872.709.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LICENSE NO. 6"X8" REDUCER IE(NE,SW)=868.69LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINE 3' SUMP=865.69SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 1 CBMH 81 6" G.V. 51 0L RE=872.81 T F 05/15/18 L 10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS - FIE(NW,S)=868.75 1 - 2 OTHERWISE SHOWN OR NOTED. %3' SUMP=865.75 ". 6 0R R 4 ."W I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEDANIEL PARKSDATE: SOR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA 0C . D PN @A S I @ PP"11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. 6 C R 0 "COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL . 8 4 1 1 - BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. % FEXTEND D RL VI E 9 7 TSTUB 7' CBMH 3H R U 12.ALL WATER LINES SHALL HAVE 8' MINIMUM COVER. INSULATE WATER MAIN IF O RE=873.00N L Y G FDCLESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 IE(NE,SE,SW)=869.01 .0%CONNECT TO EXISTING ABANDONED STUB. 1 @ C V " POR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 6 - 3' SUMP=866.01 LF 6 6 FIELD VERIFY LOCATION, ELEVATION AND WM STUB CONDITION OF PIPE AND CONTACT ENGINEER SAN MH 1 13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL WITH ANY DISCREPANCIES PRIOR TO CONNECTION. 7 HH E 1SAN STUB RE=873.87 L T CHLORIDE (PVC) SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER F EXISTING ABANDONED 6" SANITARY SEWER PIPE IN E - IE=865.86IE(SW)=865.20 1 8SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF ROW TO BE LINED WITH PERMA LINER. " R CRYSTAL, MN C A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL P HH @ SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING 0 CB 7 . 4 0 % CODE, PART 712.0. RE=872.50 IE(NE)=869.08 TACO BELL, CRYSTAL S CB 6 14.STORM SEWER PIPE: T O HH RE=873.58 P IE(W)=869.50 ENTER A.RCP SHALL BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. DO NOT B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" 56 LF - 12" RCP @ 0.40% AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. EX. CBMH 9 CB 10 33 LF - 12" E RE=872.98C.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE E RE=873.00 RCP @ 0.40% GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, IE(NW,W)=869.20 IE(NE)=869.33 PART 707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING IE(SE)=869.31 AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, RECONSTRUCT MH AS REQUIRED. PART 712. 3701 12th Street North, Suite 206St. Cloud, MN 56303 15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150. 16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE (320) 253-9495(320) 358-2001(800) 270-9495 OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. PhoneFax E E UTILITY PLAN SHEET NUMBER: 5 0'20'40'60' NOT FOR CONSTRUCTION DATE:05/15/18 N:\\0015210.00\\DWG\\CIVIL\\0015210UT01.DWGTACO BELL, CRYSTAL 0015210.00 .. Call 48 Hours before digging: DMPDMPTDM 811 or call811.com Common Ground Alliance DESIGNED:CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE: 2-1/2'2-1/2' SPECIFICATIONS AND STANDARDS: OVERLAP ENDS 6" HYDRANT AISC MANUAL OF STEEL CONSTRUCTION, 9TH EDITION.CAPS W/ CHAINS AS SPECIFIED AWS STRUCTURAL WELDING CODE - STEEL, D1.1-94. VARIES 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS 20"MAX. 16" MIN. 12' MIN. DESIGN LOADS 15' MIN. ENDS SECURELY ALLOWABLE AXLE WEIGHT LOADN/A CLOSED TO PREVENT AA LOSS OF OPEN SAFETY FACTORN/A GRADED AGGREGATE FILL. SECURED WITH WATER FLOW RATE 0.476 CFS @3" HEAD 50 PSI ZIP TIE VALVE BOX AS 05/15/18 (THROUGH POLYESTER SLEEVE SPECIFIED ROOF ACCESS " 6 MAXIMUM OVERFLOW RATE2.14 CFS @ 15" HEAD - ' 7 2 LAYERS OF CONCRETE 2 - 3/4" POLYETHYLENE WASHOUT SIGN TIE RODS FILTER ASSEMBLY EARTH BERM INITIAL ISSUE:REVISIONS:.......... MULCH & SEED SILT FENCE2 - 3/4" 1 CU. YD OF TIE RODS 1/2" ROCK 4' LONG AND 5" DIAMETER GEOTEXTILE SOCK. 1.5' SEAM JOINED BY TWO ROWS OF STITCHINGCURB SILT FENCE MIN. WITH A PLASTIC MESH BACKING OR IMPERMEABLE LINERHEATBONDED. (OR APPROVED EQUIVALENT) FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND, DURABLE PARTICLES OF CRUSHED QUARRY ROCK OR GRAVEL CONFORMING TO 3137, GATE VALVE NOTE: CA-3 (<1.5") GRADATION (OR EQUIVALENT). 1.STREET CONTRACTOR TO INSTALL PRECAST CONC. BASE SECTION A-A AFTER CURB & GUTTER IS INSTALLED.AS SPECIFIED MAINTAIN UNTIL SITE IS STABILIZED. NOTE: NOTES: CG-23 1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH 1.CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT DIRECTIONS. (MEETING SPEC. 3733 (TYPE 1) GEOTEXTILES, PROPOSED 2005 EDITION) CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. POLYESTER SLEEVENOTE: 2.IMPERMEABLE LINER INCLUDES 10 MIL POLY LINER OR COMPACTED CLAY LINER. 1.MEGA-LUGS MAY BE USED IN LIEU OF TIE RODS 3.WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. NEW HOPE, MN 55428 5424 BOONE AVENUE N LAST REVISED:LAST REVISED:LAST REVISED:LAST REVISED: 08/15/1708/15/1708/15/1701/26/18 ROAD DRAIN CG-23 CONCRETE WASHOUT AREAINLET PROTECTION WITH ROCK LOGFIRE HYDRANT "WIMCO" CURB INLET PROTECTION GD08GD11GD12WM01 BORDER FOODS, INC. PREPARED FOR: MANHOLE CASTING & COVER, NEENAH NO. R-1733 OR 7" EQUAL w/CONCEALED PICK HOLE.6" COMPACTED COMPACTED MIN. BACKFILL 12" ADJUSTING RINGS (2 MIN., 6 MAX.). SET IN FULLBACKFILL LOAD FACTOR 1.5LOAD FACTOR 1.5 COMPACTED MORTAR BED. PLASTER INSIDE AND OUTSIDE. BACKFILL PLAN 24" ECCENTRIC CONE 18919 BCBC GRANULAR BORROWSTEPS - MNDOT TYPE "N" OR TYPE "W" BC 2'-3" (MNDOT SPEC. 3149.2B1)SPACED VERTICALLY AT 16" O.C. A A 4' AA0.5 BC MIN. PREFORMED GASKET TYPE SEAL NORMAL "BC" DENOTES OUTSIDE LESS THAN 6" BC/4 BUT NOT 36" W BEDDING DIAMETER OF PIPE 6" STANDARD 4'-0" I.D. MANHOLE SECTION.0.5 BC MIN. 4" - 12" S.S. TAPPING SLEEVE HEIGHT VARIES AS REQUIRED.COARSE FILTER AGGREGATE MIN.=BC+12"LICENSE NO. W (MNDOT SPEC. 3149.2H) PROVIDE MORTAR FILLETS TO FIT BOTTOM PIPE FOUNDATION & BEDDING IN GOOD SOILS PORTIONS OF PIPE TO DIRECT FLOW TO OUTLET. CLASS C-1CLASS C-2 BITUMASTIC ANTI-CORROSIVE COATING SEE SECTION A-A. HAND SHAPED FROM FIRMHAND SHAPED FROM ANGULAR 4'REQUIRED ON BARE METALS. PLAN UNDISTURBED SOILBEDDING MATERIAL (AEROSOL SPRAY IS NOT ACCEPTABLE) PRECAST CONCRETE BASE. ALTERNATE 8" 05/15/18 EITHER 27" ROUND ORCONCRETE BASE POURED IN PLACE, IFALL BOLTS MUST BE 304 STAINLESS STEEL. COMPACTED 12" 24"x36" RECTANGULAR APPROVED BY ENGINEER. BACKFILL CONDUCTIVE STRAP LOAD FACTOR 1.9LOAD FACTOR 2.3 OPENING VARIES MINIMUM OF TWO 2"(SEE NOTES)I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEDANIEL PARKSDATE: OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA COMPACTED ADJUSTING RINGS RESILIENT WEDGE VALVE SHAPE MORTAR FILLET TO PROVIDEBACKFILL SECTION A-A CONFORMING TO AWWA C509 A FLAT AREA EACH SIDE OF INVERT 12" COMPACTEDBC ASTANDARDS BC FOR STANDING ROOM. THESE MUST 0.5 BC 0.5 BC BCBACKFILL BE SLOPED TO DRAIN INTO INVERT. VARIES BEDDING (SEE PLAN) INVERT VARIES6" CONCRETE CATCHOUTLET PIPE 2000# BASIN MANHOLE W DCONCRETE AND BASE FOUNDATIONW A COARSE FILTER AGGREGATE SECTION A-A COURSE FILTER 8"6'(MNDOT SPEC. 3149.2H) INVERT THAN 6" "BC" DENOTES OUTSIDEAGG. (MNDOT BC/4 BUTNOT LESS DIAMETER OF PIPE SPEC. 3149.2H) MIN.=2D+BC+12"PROFILE VIEWCLASS BCLASS A COMPACTED HAND SHAPED FROM ANGULARCONCRETE BACKFILL TO 0.5 OF OUTSIDE GRANULAR BACKFILL BEDDING MATERIALDIAMETER WITH SHAPED BEDDING NOTES:SECTION A-A PIPE FOUNDATION AND BEDDING IN POOR SOILS UNDISTURBED EARTH CRYSTAL, MN 1.BASE TO BE GROUTED TO FORM A SMOOTH INVERT TO OUTLET. NOTE: NOTES: NOTES: 2.PIPE CUT-OUTS TO BE LOCATED WHERE REQUIRED. 1.DUCTILE IRON WATER MAIN SHALL HAVE CONDUCTIVITY 8" CONCRETE BLOCK 1."BC" DENOTES OUTSIDE DIAMETER OF PIPE 1.THIS CONSTRUCTION IS NOT TO BE USED WITH PIPE LARGER THAN 36" DIAMETER. 3.SEE STORM SEWER CASTING SCHEDULE FOR SPECIFIC CASTING TYPE STRAP WELDED TO EXISTING MAIN AS SHOWN. 2."W" BC+12" MIN. 2.PIPE TO MANHOLE CONNECTION SHALL HAVE "A-LOK" CAST-IN-GASKET. LAST REVISED:LAST REVISED:LAST REVISED:LAST REVISED:LAST REVISED: TACO BELL, CRYSTAL 01/26/1808/15/17 SANITARY MANHOLE 01/26/1808/15/1708/08/17 PIPE BEDDING DETAILSPIPE BEDDING DETAILS STANDARD MANHOLEWATERMAIN WET TAP FOR PVC & HDPEFOR RCP & DIP PRECAST MANHOLE WITH ADJUSTABLE RINGS ST03SS10SS01SS11WM15 3701 12th Street North, Suite 206St. Cloud, MN 56303 (320) 253-9495(320) 358-2001(800) 270-9495 PhoneFax DETAILS SHEET NUMBER: 6 NOT FOR CONSTRUCTION DATE:05/15/18 N:\\0015210.00\\DWG\\CIVIL\\0015210DT01.DWGTACO BELL, CRYSTAL 0015210.00 .. Call 48 Hours before digging: DMPDMPTDM 811 or call811.com Common Ground Alliance INTEGRAL CURB WITH ROUNDED A16" HEIGHT 1 A DESIGNED:CHECKED:DRAWN:FIELD CREW:FIELD WORK DATE: BACK OF EDGES TO HOLD ADJACENT GRADE,MAX. AT E CURBP AS REQUIRED "ORAMP "2 R2L SN 28 A =5 /5%L 5 P 31FACE OF LANDING 2% MAX.P R "E =M P A R RR CURBO CROSS SLOPE, 6. 5'-4"MIN. X 5'-4"MIN.D "A 3 33 AM BOTH DIRECTIONS EW N P 3 E I T 1D E H DT FACE OF H EA D S, CURB 35" CONCRETE WALK WITH4' MIN. OR 4' MIN. OR FRONT FACE 5 '.5' MIN.5' MIN. M IN I CONTRACTION JOINTS EVERY 5' ANDNM R.PER PLAN' PER PLAN OF CURB 5 6" -E 8"P 3O EXPANSION JOINTS EVERY 100' OR ATL "S A AN % 5A L P P M R AE RP PLAN VIEW OF DIAGONAL RAMPPLAN VIEW OF PERPENDICULAR RAMP SLOR PE 3/4 " PERO FT.. 2.00 X AA M FINISH GRADER O . N I 4CURB FACENOTES: M 'N 4 13 1/2"A L P RAMPLANDING R1.CURB RAMP AREA TO BE CONCRETE OR GUTTERE P AND MEET LATEST ADA REQUIREMENTS. 5'-4" MIN.4' MIN. 5% APPROACH 7" RAMP CROSS SLOPE 2% MAXIMUM. ISOMETRIC PLAN SEE PLAN 1.75 SLOPE MAX 2.RAMP SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO RAMP 8.33% PROVIDE A FLAT 4'x4' LANDING BEHIND TRAVEL PATH. MAX. SLOPE THE PEDESTRIAN RAMP, 2% MAX. CROSS 3.ANY VERTICAL LIP THAT OCCURS AT 05/15/18 3.75 CONCRETE WALKSLOPE 2" 1/2" PREFORMEDTHE FLOW LINE MAY NOT BE GREATER SECTION A-A THAN 1/4 INCH. JOINT FILLER MATERIAL 8" X" 2% CROSS SLOPE3 CURB FACEINTEGRAL CURB TO 2 . 0 0 6"OR GUTTERSIDEWALK HOLD ADJACENT R ROUND ALL SLOPED MAX. WIDTHGROUND, AS REQUIRED 5% APPROACH SIDE FLARE 10% Y" INTERSECTIONS SLOPE MAX. MAX. SLOPE INITIAL ISSUE:REVISIONS:.......... 1.004.75 LANDING SIDE FLARERAMPSIDE FLARE XY Curb Type 1/2" PREFORMED 5' MIN.4' MIN.5' MIN. CONCRETE WALK JOINT FILLER 6" MIN. B61212"20" ELEVATION OF RAMP MATERIAL (TYP.) PARALLEL RAMP SECTION A-A 4" MNDOT SPEC 3138 CLASS 5 B61818"26" NOTES: AGGREGATE BASE 1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% INTEGRAL CURB TO B62424"32" MAXIMUM CROSS SLOPE BOTH DIRECTIONS. HOLD ADJACENT CONCRETE ROUND ALL SLOPED 2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. NOTE: GROUND, AS REQUIRED SURFACE INTERSECTIONS BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING. 1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS ABOVE NOTES: 3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED 1.EXPANSION JOINT SPACING IS 100' SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. NOTES: 2.MIN. 3" CL. 5 UNDER C.&G. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE. 1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT. RAMPLANDINGRAMP 3.CURB SHALL BE PER MnDOT SPEC 25314.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. 2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. 6' MIN4' MIN.6' MIN. 5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. 6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. ELEVATION LAST REVISED:LAST REVISED:LAST REVISED:LAST REVISED:LAST REVISED: 01/26/1801/26/1808/15/1708/15/1701/26/18 PRIVATE PARALLEL PEDESTRIAN B6 STYLE CURB AND GUTTERPRIVATE CONCRETE SIDEWALKPRIVATE PEDESTRIAN CURB RAMPTRAFFIC ARROW CURB RAMP SI01SI08SI09SI10SI13 NEW HOPE, MN 55428 5424 BOONE AVENUE N HANDICAP PARKING SPACE WITHHANDICAP PARKING PAINTED INTERNATIONAL SYMBOL OFSIGNS, 12"X18", OR PER 8'ACCESSIBILITY WITH CONTRASTINGLOCAL CODE BORDER FOODS, INC. 8'8' SQUARE BACKGROUND, CENTERED5 MIN.MIN.MIN. PREPARED FOR: TOWARD DRIVE AISLE. 1 PARKING CAP REQUIRED NO HANDICAP SIGN CENTERED AT HEAD OF CODE 2" GALVANIZED PER CITY SPACE ON CENTER STRIPE 4'-0" STEEL PIPE, 18919 ROUND, SET IN 5 HANDICAP PARKING ACCESS CONCRETE 3'-0" AT DRIVE UP TOP OF AISLE WITH PAINTED 12" PAVEMENT HIGH LETTERING OF "NO PARKING" CENTERED 7'-0" HANDICAP VAN 5'-0" TO NO TOWARD DRIVE AISLE PARKING CENTERACCESSIBLE PARKING SIGN, 12"X16", OR PER OF SIGN LICENSE NO. 1 1/2" MnDOT TYPE 2360 SPWEA240B WEARING COURSE 2'-0" LOCAL CODE, AS NOTE: MNDOT SPEC. 2357 BITUMINOUS TACK COAT APPLICABLE MIN. SEE PLAN FOR PARKING LAYOUT HANDICAP SIGN 2 MOWING EDGE 3'-0" 2" MnDOT TYPE 2360 SPNWB230B BASE COURSE NOTE: 6" MnDOT SPEC. 3138 CLASS 5 PAVEMENT4" WIDE PAINTED STRIPING 3 BOTTOM OF SIGNS TO BE MOUNTED AT 45 DEGREES AND AT 2'COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) 4'-0" 05/15/18 60"-66" FROM PARKING GRADE, SEE O.C. AT ACCESS AISLE SIGN POST INSTALLATION DETAIL 4 BITUMINOUS PAVEMENT (STANDARD DUTY) 6" STEEL PARKING 3" 2'-0" NO I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY MEDANIEL PARKSDATE: OR UNDER MY DIRECT SUPERVISION AND THAT I AM ADULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWSOF THE STATE OF MINNESOTA CASING MIN.3'-6" MIN. FROST FACE OF CURB 3'-0"10" DIAMETER CENTER DEPTH IF GREATER CONCRETE SYMBOL IN PARKING STALL, FOOTING SIDEWALK ALL LINES TO BE 5" WIDE CONCRETE CURB & 2"-0" GUTTER 10" 12"NOTES: HANDICAP SIGN 2"-0" 1.6" DIAMETER STD. STL. PIPE CONCRETE FILLED @ DRIVE-THRU ONLY, 6" @ ALL OTHER LOCATIONS NOTE: CENTERED AT HEAD OF SIGN INSTALLED INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS. PROVIDE 1/4" WELDED CLOSURE PLATE STRIPING TO MATCH SPACE, 2' MIN. AND 8' HANDICAP STALL PARKING SIGN IN LANDSCAPE AREA AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SECURITY BOLLARDS TO RECEIVE POLYETHYLENE COVER. PARKING, UNLESS MAX. FROM FACE OF INSTALLED IN PARKING LOT 2.24" DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM. PER LOCAL CODE CURB 2"-0" NOTE:3.3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM AND CENTER. 1.SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER4.SOLID UNDISTURBED SOIL. HANDICAP PARKING PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. 5.PROVIDE PITCH, SMOOTH CONCRETE FINISH.REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. HANDICAP SYMBOL CRYSTAL, MN LAST REVISED:LAST REVISED:LAST REVISED:LAST REVISED: 01/26/1808/15/1701/26/1801/26/18 HANDICAP ACCESSIBLE SIGNAGE SIGN INSTALLATIONBOLLARDPAVEMENT SECTIONS AND STRIPING SI14SI15SI18SI19 TACO BELL, CRYSTAL 3701 12th Street North, Suite 206St. Cloud, MN 56303 (320) 253-9495(320) 358-2001(800) 270-9495 PhoneFax DETAILS SHEET NUMBER: 7 NOT FOR CONSTRUCTION DATE:05/15/18 N:\\0015210.00\\DWG\\CIVIL\\0015210DT01.DWGTACO BELL, CRYSTAL 0015210.00 Developed by: Border Foods GGGGGGGG TT STSTSTSTST 5425 Boone Ave N. New Hope, MN 55428 TTTTTTTTT TT CSCSCSCSCSCSCS HHHHHHHHHHHH EEEE HHHHHHHHHHHH MWMWMWMW Taco SSSS Bell 5555555555555555555555555555555555555555555555555555555555555555555555 '''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR KKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKK IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNNN GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG 5547 WEST BROADWAY, SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 33EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT 00 CRYSTAL, MN, 55428 ''BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA BB UU CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC IIKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKKK LL DD II NN GG SS EE TT BB AA CC KK TTTT DDDDD RRRRR IIIII VVVVV EEEEE TTTTTTTT HHHHHHHH RRRRRRRR UUUUUUUU MHMHMH OOOOOOOOOOOOOOOOOOOOOO NNNNNNNNNNNNNNNNNNNNNN LLLLLLLLLLLLLLLLLLLLLL YYYYYYYYYYYYYYYYYYYYYY GG HHHH EE TACO BELL T EE 2,701 SF FFE=874.50 HHHH SSSSSSSSSSSSSSSSS TTTTTTTTTTTTTTTTT Border Foods OOOOOOOOOOOOOOOOO 11111111111111111110000000000000000000''''''''''''''''''' BBBBBBBBBBBBBBBBBBBUUUUUUUUUUUUUUUUUUUIIIIIIIIIIIIIIIIIIILLLLLLLLLLLLLLLLLLL HHHH DDDDDDDDDDDDDDDDDDDIIIIIIIIIIIIIIIIIIINNNNNNNNNNNNNNNNNNNGGGGGGGGGGGGGGGGGGG SSSSSSSSSSSSSSSSSSSEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTBBBBBBBBBBBBBBBBBBBAAAAAAAAAAAAAAAAAAACCCC CCCCCCCCCCCCCCCKKKKKKKKKKKKKKKKKKK PPPPPPPPPPPPPPPPP 5425 Boone Avenue N. ENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTERENTER 55555555'''''''' PPPPPPPPAAAAAAAARRRRRRRRKKKKKKKKIIIIIIIINNNNNNNNGGGGGGGG SSSSSSSSEEEEEEEETTTTTTTTBBBBBBBBAAAAAAAACCCCCCCC KKKKKKKK DO NOTDO NOTDO NOTDO NOTDO NOT New Hope, MN 55428 Contact: Barb Schneider Phone: 763-489-2970 EE EEE Consultant : Landscape Plan prepared by 612.615.0060 Office CivilSiteGroup.com I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly licensed landscape architect under the laws of the State of Minnesota Signature : TTTT Patrick J Sarver Name : EEEEEEEEE 24904 Registration : Print HistoryDate LANDSCAPE PLAN06-06-18 -- -- -- LANDSCAPE PLAN LANDSCAPING REQUIRED: DrawnRLB CheckedPJS L1.0 CSG Project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pse!Qbslxbz-!Tvjuf!412 4 P#!TQBDF/!!OP!HSPVU /HJ 5 #U PO Tbjou!Qbvm-!Njooftpub!66227 J / 2BOPUF; 2 GE 2 E:#!CPMU!DJSDMF!)TUE* .OPUF; (M 3 762/7:1/6636 WFSJGZ!MPDBUJPO!BOE J O 8P V22#!CPMU!DJSDMF!),211 UTFF!FMFDUSJDBM!ESBXJOHT V BOHMF!PG!NFOV!CPBSE-xxx/gjoo.ebojfmt/dpn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y!4#!IPMF!JO!CBTF!BOE GPVOEBUJPO!.!TFF!7!BOE!80B211 MFWFMJOH!QMBUF!GPS!DPOEVJU 3#!IBOE!IPMF BDDFTT X0!DPWFS DPODSFUF!QBE!XJUI!MJHIU 23#!BCPWF CSPPN!GJOJTI!.!TFF!DJWJM CBTF ESBXJOHT J!ifsfcz!dfsujgz!uibu!uijt!qmbo-!tqfdjgjdbujpo-!ps 4 )5*#Y35#Y5#!BODIPS!CPMUT!X0 5 sfqpsu!xbt!qsfqbsfe!cz!nf 3.405#!NJO/!CPMU!QSPKFDUJPO ps!voefs!nz!ejsfdu!tvqfswjtjpo!boe!uibu O/U/T/ )TUE*/4CJLF!SBDL ## J!bn!b!evmz!Mjdfotfe!Bsdijufdu!jo 97 0.)5*!2#Y47#Y5#!BODIPS!CPMUT!X0 ( 2 3 uif!Tubuf!pg!Njooftpub/ 2 3 4#!NJO/!CPMU!QSPKFDUJPO!)211, .3 ( 4 NQI!XJOET* . 3 Uzqfe!Obnf 3(.7#!IJHI!SJHJE!GJCFS!GPSN )TPOPUVCF*!GPSN!GJMMFE!XJUI PSEFS!DPOGJSNBUJPO TJHOBHF!JOEJDBUFE!JT!TDIFNBUJD DPODSFUF/ 3 (. 1 CPBSE!BOE!GPVOEBUJPO#SFQSFTFOUBUJPO!POMZ/!GJOBM!TJHO 21(.1#21# .!TFF!70B211!BOE!30B212 3EFUBJMT!BOE!EJNFOTJPOT!UP!CF UPQ!PG!QBWFNFOU (. 7 # QSPWJEFE!CZ!TJHO!WFOEPS I ESJWF.UISV!PWFSIFBEU Ebuf Mjdfotf!Ovncfs )5*!$6!CBST!x0!$4!UJFT!A!23#!. 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( 3:53:5 9 2727 5555 2(.7#2(.7# 329E TUPSFGSPOU!TJMM!S/P/F/J/G/T/!USBOTJUJPO FYUFSJPS 329E 329E329E 1(.1#1(.1# U/P/!TMBCU/P/!TMBC FMFWBUJPOT 213:5553213464726346 49329E TIPXO!GBEFE- JO!GPSFHSPVOE B412 205#>2(.1#205#>2(.1# 3FBTU!FMFWBUJPO4XFTU!FMFWBUJPO UBDP!CFMM-!DSZTUBM-!NO tĻƩƭƦĻĭƷźǝĻЊЉЎ͵ЊЎ͵ЋЉЊБ ЎЎЍАĻƭƷ.ƩƚğķǞğǤ /ƩǤƭƷğƌͲaźƓƓĻƭƚƷğ tĻƩƭƦĻĭƷźǝĻЋЉЎ͵ЊЎ͵ЋЉЊБ ЎЎЍАĻƭƷ.ƩƚğķǞğǤ /ƩǤƭƷğƌͲaźƓƓĻƭƚƷğ tĻƩƭƦĻĭƷźǝĻЌЉЎ͵ЊЎ͵ЋЉЊБ ЎЎЍАĻƭƷ.ƩƚğķǞğǤ /ƩǤƭƷğƌͲaźƓƓĻƭƚƷğ tĻƩƭƦĻĭƷźǝĻЍЉЎ͵ЊЎ͵ЋЉЊБ ЎЎЍАĻƭƷ.ƩƚğķǞğǤ /ƩǤƭƷğƌͲaźƓƓĻƭƚƷğ tĻƩƭƦĻĭƷźǝĻЎЉЎ͵ЊЎ͵ЋЉЊБ ЎЎЍАĻƭƷ.ƩƚğķǞğǤ /ƩǤƭƷğƌͲaźƓƓĻƭƚƷğ PLANNING COMMISSION STAFF REPORT Sale of SurplusProperty __________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Planning Commission (for June 11 Meeting) DATE: June 6, 2018 RE: Consider adoption of resolution that the sale of surplus properties to raise funds for the park system capital improvements conforms to the Comprehensive Plan A.BACKGROUND On June 5, 2018, City Council determined nine properties in Crystal to be surplus land that could be sold to raise funds for park system improvements. The location of these properties is illustrated on the next page of this staff report. This determination was the culmination of study that began in early 2018 to determine whether the city owned property that could be used for that purpose. It is believed that the sale of these properties could yield approximately $354,000 to fund some of the park improvements detailed in the Park and Recreation System Master Plan adopted by the Council on December 19, 2017. The City Council determined that the surplus sites are not necessary for park purposes. Furthermore none of these parcels were ever platted as park land. Even with the sale of the properties, Crystal still exceeds the national standard for amount of park land based on population (215 acres for Crystal). On April 4, 2018 the Park and Recreation Commission voted unanimously to support the sale of these properties. The city is proposing to sell the properties for construction of new single-family homes. According to state statute § 462.356, Subd. 2, for those communities with an adopted Comprehensive Plan, the Planning Commission shall report to the city council whether the sale of the properties is in conformance with the Comprehensive Plan. Attachment: A.Resolution SALE OF SURPLUS PROPERTIES COMPREHENSIVE PLAN DETERMINATION PAGE 1 OF 3 SALE OF SURPLUS PROPERTIES COMPREHENSIVE PLAN DETERMINATION PAGE 2 OF 3 B.2030COMPREHENSIVE PLAN The following are excerpts from the 2030 Comprehensive Plan related to the sale of the surplus properties. Adopt park plan (page 106):One of the goals of the Comprehensive Plan is to adopt a park master plan. This was adopted by the City Council in 2017. Recommended finding:The surplus property sale would achieve the following Comprehensive Plan goal: o Maximize adaptive flexibility so that the parks may change as the needs of the neighborhood and community change (goal #5, page 105) Housing Policy #3 (page 35): Increase the availability of new housing currently such as move-up single-family houses. Recommended finding:-family homes were constructed prior to the 1970, the addition of new single-family housing created by the sale of these surplus properties adds new housing opportunities within Crystal. C.STAFF RECOMMENDATION Planning Commission adopt resolution 2018-05 that the sale of the surplus properties by the city is in conformance to the Comprehensive Plan based on the findings in Section B above. SALE OF SURPLUS PROPERTIES COMPREHENSIVE PLAN DETERMINATION PAGE 3 OF 3 CRYSTAL PLANNING COMMISSION RESOLUTION NO. 2018 - 05 A RESOLUTION FINDING THAT THE PROPOSED SALE OF CERTAIN LAND BY THE CITY OF CRYSTAL FOR RESIDENTIAL HOUSING PURPOSES IS CONSISTENT WITH THE CITY OF CRYSTAL COMPREHENSIVE PLAN WHEREAS, theCity of Crystal Citythe following real property (the for the purpose of constructing single-family homes: 04-118-21-31-0022 09-118-21-12-0167, 168 and 169 09-118-21-13-0066 17-118-21-31-0071 19-118-21-42-0127 and; WHEREAS, Minnesota Statutes, Section 462.356, subd. 2 requires the Planning Commission to review the proposed acquisition or disposal of publicly-owned real property within the City prior to its acquisition or disposal, to determine whether in the opinion of the Planning Commission, such acquisition or disposal is consistent with the comprehensive municipal plan; and WHEREAS, the Planning Commission has reviewed the proposed conveyance of the Property, and has determined that such conveyance would maximize adaptive flexibility of the park system as the needs of the neighborhood and community change, and also to provide new housing opportunities within Crystal. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Crystal that the proposed conveyance of the Property is municipal plan. BE IT FURTHER RESOLVEDthat this resolution be communicated to the City Council. th Adopted this 11day of June,2018,by the Planning Commission of the City of Crystal. Chair, Crystal Planning Commission 514713v1 MNI CR150-4 PLANNING COMMISSION STAFF REPORT Sale of 5751 West Broadway __________________________________________________________ FROM: Dan Olson, City Planner ____________________________________________________________________ TO: Planning Commission (for June 11 Meeting) DATE: June 6, 2018 RE: Consider adoption of resolution that the sale of 5751 West Broadway conforms to the Comprehensive Plan A.BACKGROUND The subject property is located at 5751 West Broadway. Development Authority (EDA) purchased the property from Hennepin County in 2017 as tax forfeited property. The property is the location for a parking lot that is used by the tenants of the office building at 5747 West Broadway, adjacent to 5751. The property owner of 5747has an easement to use and maintain the parking lot at 5751. This agreement makes 5751 essentially useless to anyone other than the owner of 5747. The EDA is proposing to sell 5751 to the owner of 5747. That owner would then consolidate these two lots into one property. According to state statute § 462.356, Subd. 2, for those communities with an adopted Comprehensive Plan, the planning commission shall report to the EDA whether the sale of the property is in conformance with the Comprehensive Plan. Attachments: A.Site location map B.2030 Planned Land Use Map C.Resolution B.COMPREHENSIVE PLAN The following is an excerpt from the 2030 Comprehensive Plan that relates to the development of this property. 5751 WEST BROADWAY COMPREHENSIVE PLAN DETERMINATION PAGE 1 OF 2 Planned Land Use Map (page 32): The property is guided as general automobile-oriented businesses (on some corridors designated in the zoning ordinance). Recommended finding: The existing and proposed use of the property as a parking lot is in conformance with the Comprehensive Plan designation. C.STAFF RECOMMENDATION Planning Commission adopt resolution 2018-06 that the sale of the property at 5751 West Broadway by the EDA is in conformance to the Comprehensive Plan based on the findings in Section B above. 5751 WEST BROADWAY COMPREHENSIVE PLAN DETERMINATION PAGE 2 OF 2 ATTACHMENT C CRYSTAL PLANNING COMMISSION RESOLUTION NO. 2018 - 06 A RESOLUTION FINDING THAT THE PROPOSED SALE OF CERTAIN LAND BY THE ECONOMIC DEVELOPMENT AUTHORITY OF THE CITY OF CRYSTAL FOR COMMERCIAL PURPOSES IS CONSISTENT WITH THE CITY OF CRYSTAL COMPREHENSIVE PLAN WHEREAS, the Economic Development Authority of the City of Crystal Authority and located at 5751 West Broadway Avenue in the City for the purpose of lot consolidation; and WHEREAS, Minnesota Statutes, Section 462.356, subd. 2 requires the Planning Commission to review the proposed acquisition or disposal of publicly-owned real property within the City prior to its acquisition or disposal, to determine whether in the opinion of the Planning Commission, such acquisition or disposal is consistent with the comprehensive municipal plan; and WHEREAS, the Planning Commission has reviewed the proposed conveyance of the Property, and has determined that the Property is located in an area of the City designated comprehensive plan for commercial land use, and that the conveyance and intended purpose are consistent with such use. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Crystal that the conveyance of the Property by the Authority isehensive municipal plan. BE IT FURTHER RESOLVED that this resolution be communicated to the Board of Commissioners of the Authority. th Adopted this 11day of June,2018,by the Planning Commission of the City of Crystal. Chair, Crystal Planning Commission 514713v1 MNI CR150-4 EXHIBIT A Proposed Legal Description of Property Lot 1, Block 2, Tschudy Addition, Hennepin County, Minnesota 514713v1 MNI CR150-4