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2014 05-29 PCP
MINUTES OF THE PROCEEDINGS OF THE PLANNING COMMISSION OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA MAY 15, 2014 CALL TO ORDER The Planning Commission meeting was called to order by Chair Scott Burfeind at 7:09 p.m. ROLL CALL Chair Burfeind, Commissioners Randall Christensen, Benjamin Freedman, and Stephen Schonning were present. Also present were Secretary to the Planning Commission Tim Benetti, Director of Business & Development Gary Eitel, and Planning Commission Recording Secretary Rebecca Crass. Chair Burfeind stated Commissioner Carlos Morgan was ill, but would make himself available if requested(Mr. Morgan did not attend and deemed absent/excused). APPROVAL OF MINUTES—MAY 1, 2014 There was a motion by Commissioner Christensen, seconded by Commissioner Schonning, to approve the minutes of the May 1, 2014 meeting as submitted. The motion passed unanimously. APPLICATION NO. 2014-004 GATLIN DEVELOPMENT COMPANY RECONSIDER ITEM AND UN-TABLE PUBLIC HEARING from the May 1, 2014 Planning Commission meetiniz. There was a motion by Commissioner Schonning, seconded by Commissioner Freedman, to reopen the public hearing on Application No. 2014-004, at 7:11 p.m. The motion passed unanimously. Chair Burfeind introduced Application No. 2014-004, a request for Preliminary Plat approval of Shingle Creek Crossing 5t' Addition, located in the Shingle Creek Crossing Planned Unit Development Project. (See Planning Commission Report dated 5-15-14 for Application No. 2014-004.) Mr. Benetti explained this is a continued public hearing for Preliminary Plat approval of Shingle Creek Crossing 5t' Addition. The Developer is requesting to replat one large lot into six new lots. He added one lot will encompass Buildings 1-5, one lot for Buildings 6-8,two separate lots for Buildings 9 and 10, and two separate lots for restaurant pad sites R and T and the new plat reflects a revised layout to be created under an updated PUD Amendment No. 6. He added the proposed PUD amendment and final plat will be presented to the Planning Commission on May 29, 2014. Mr. Benetti further described changes to the alignment and location of the proposed lots and pointed out the change encourages active living and walkable sites throughout the development Page 1 5-15-14 Mr. Benetti pointed out this application was presented to the Commission on May 1, 2014 when it was explained there were potential changes to the lot layouts, therefore, the public hearing was postponed until May 15, 2014. REOPEN PUBLIC HEARING—APPLICATION NO. 2014-004 There was a motion by Commissioner Freedman, seconded by Commissioner Christensen, to reopen the public hearing on Application No. 2014-004, at 7:15 p.m. The motion passed unanimously. Chair Burfeind called for comments from the public. No one from the public appeared at the public hearing. CLOSE PUBLIC HEARING There was a motion by Commissioner Freedman, seconded by Commissioner Schonning, to close the public hearing on Application No. 2014-004. The motion passed unanimously. The Chair called for further discussion or questions from the Commissioners. The Commissioners interposed no objections to approval of the Application. ACTION TO RECOMMEND APPROVAL OF PLANNING COMMISSION RESOLUTION NO. 2014-04 REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-004 SUBMITTED BY GATLIN DEVELOPMENT COMPANY REQUESTING APPROVAL OF THE PRELIMINARY PLAT OF SHINGLE CREEK CROSSING 5TH ADDITION There was a motion by Commissioner Christensen, seconded by Commissioner Schonning, to approve Planning Commission Resolution No. 2014-04 noting the changes made to the updated version of the preliminary plat. Voting in favor: Chair Burfeind, Commissioners Christensen, Freedman, and Schonning And the following voted against the same: None The motion passed unanimously. Mr. Benetti requested confirmation that the motion to approve this plat item includes the amended lot line changes as presented under the updated preliminary plat map (which was not part of the original Planning Commission packet and report). Chair Burfeind and the Commissioners verbalized an affirmative. The Council will consider the application at its May 27, 2014 meeting. The applicant must be present. Major changes to the application as reviewed by the Planning Commission will require that the application be returned to the Commission for reconsideration. Page 2 5-15-14 APPLICATION NOS. 2008-005,2013-011,2013-016 THE LUTHER COMPANY,LLLP Chair Burfeind introduced consideration of a new screening wall layout and design for the Luther Honda and Luther Toyota dealership sites located at 6700 — 6800 Brooklyn Boulevard related to Application Nos. 2008-005, 2013-011, 2013-016. Mr. Benetti explained the applicant, the Luther Company, LLLP, is required to submit to the Planning Commission for review the final screening wall layout and design for the fencing along the east and north property lines of the Honda and Toyota dealerships. He described the proposed screening wall and provided pictures of what the wall will look like. There was a discussion among the Commission regarding the location, design and height of the fence. Chair Burfeind asked if the 10 ft. high fence violates any city ordinances. Mr. Benetti replied a building permit is required when a fence is over 6 ft. tall and if it is 10 ft. tall it is considered a wall and may require a PUD amendment. He added a building permit will be required to be submitted along with engineer plans. There was a motion by Commissioner Freedman, seconded by Commissioner Schonning , to approve the screening wall plan submitted by the Luther Company, LLLP. Voting in favor: Chair Burfeind, Commissioners Christensen, Freedman, and Schonning And the following voted against the same: None The motion passed unanimously. DISCUSSION ITEM-GATLIN DEVELOPMENT (1300 Shinde Creek Crossinp-) Mr. Benetti described the proposed Shingle Creek Crossing Planned Unit Development Amendment No. 6, updated plans for the redeveloped Food Court area, Building Pad Sites R and T and Building Pad Site B. He stated the proposed amendment will be considered by the Planning Commission at their May 29, 2014 meeting. There was a discussion among the Commission regarding concerns with providing access off Xerxes to the Shingle Creek Crossing development as well as other traffic movement on the site. Commissioner Christensen asked if the teardrop turn around by Building B will be screened from the sidewalk area. Mr. Benetti replied he is confident the drive way area will be covered up and blend in with landscaping and it should be displayed on the formal plans when they are reviewed. Chair Burfeind asked about a fence that will be located by Discount Tire along Xerxes Avenue. Mr. Eitel responded a fence similar to the one at Holiday is indicated on the plans submitted to the city. There were no other discussion items. Page 3 5-15-14 OTHER BUSINESS Chair Burfeind stated there was a new Commissioner appointed and she should be at a future meeting. He also stated he will be absent at the May 29, 2014 meeting. There was no other business. ADJOURNMENT There was a motion by Commissioner Freedman, seconded by Commissioner Christensen, to adjourn the Planning Commission meeting. The motion passed unanimously. The meeting adjourned at 8:21 p.m. Chair Recorded and transcribed by: Rebecca Crass Page 4 5-15-14 XBROUNN TER Planning Commission Report . Application Filed: 05/02/14 Meeting Date: May 29,2014 • Review Period(60-day)Deadline:07/01/14 • Extension Declared:N/A • Extended Review Period Deadline:N/A Application No. 2014-005 Applicant: Inspec, Inc. (on behalf of Robbinsdale Area Schools - ISD No. 281) Location: 5421 Brooklyn Boulevard Request: Site Plan Approval of a New Parking and Bus Drop-Off Parking Area for Northport Elementary School INTRODUCTION Inspec, Inc., on behalf of ISD No. 281 (Robbinsdale Area Schools) is requesting consideration of a Site Plan to the Northport Elementary School, located at 5421 Brooklyn Boulevard. This site plan is for the reconstruction and expansion of the front parking lot area and constructing a new bus drop-off/parking area to the north of the school grounds. This item is being presented as a general Planning Commission review item; without official public hearing. The Commission may take public comments if you so choose. BACKGROUND Northport Elementary was constructed in 1960, and is currently operated by the Robbinsdale Area Schools (ISD No. 281) as a kindergarten through 5t' grade school. The school has an enrollment of 550-600 students, with 90-100 teachers and support staff. The school is located in an R1 (One Family Residence) zoning district; and is surrounded by Northport Park to the north; and single family uses to the east, south and west. ISD 281 is wrapping up an $18 million, five-year phased redevelopment, and improvement plan to this school. Most of these improvements have been for interior remodeling, small additions, and mechanical upgrades. The remaining phase includes the parking area improvements and outdoor playground improvements. The current layout of the school is currently served by one, large oblong shaped parking lot. Currently, all bus traffic (both drop-off and pick-ups), parent drop-off/pick-ups and teacher/visitor parking are handled in this single parking lot area. Robbinsdale School officials expressed to city staff that this combined bus and personal vehicle traffic creates many conflicts during peak drop-off/pick-up hours, and wanted to improve the overall safety and convenience by separating the bus traffic from the personal vehicle traffic. This improvement begins by reconstructing the old parking area with new, expanded parking lanes and providing lane separators and islands. The newest improvement will be the new bus drop-off and excess parking lot to the north of the school. This purpose of this report is to provide a brief analysis (both planning and engineering) on these site improvements, along with staff findings on this development plan. Northport Elem.Site Plan PC 05/29/14 Page 1 ❖ Scope of Improvements The plans begin with the complete removal of the front parking lot area and entrance drive from Brooklyn Blvd. This area is to be replaced (new bituminous pavement) with a slightly wider parking area to the east. low h - 1� I - ,� -'- a • The current parking layout contains two, double rows of internal parking lanes of 58 spaces along with 22 single-car (head-in) parking spaces along the south parking area and along the front entrance area to the school building, for 88 total spaces. The new parking layout provides 108 new spaces, laid-out in three, double-rows of interior parking, and the similar number of single car spaces along the south and front entrance areas. The current parking does not contain any parking islands or lane separators. The new plans illustrate new islands and lane separators, which is part of the Northport's desire to separate the parent/student drop-offs, and those that wish to park inside the lot. The new parking will also provide a new concrete walkway along the north edge of the parking lot, from Brooklyn Blvd. entrance to the north edge of the parking, which ties in to a new concrete walkway leading over to the new north parking area. The preliminary plans we reviewed with Robbinsdale School officials included a plan to install a trash enclosure inside the front parking area. Northport School currently keeps or maintains their dumpsters and food/waste refuse areas near the front section of the school. Northport initially wanted to relocate these trash containers away from the front of the school due to smells and appearances, but have an enclosure readily accessible for maintenance staffs. Planning and Engineering staff were not very supportive of this idea or plan, and suggested they provide an alternative location and design. The submitted plans (under review) no longer show this trash enclosure, and we suspect the school may leave the trash containers/enclosures in the current location. If the school elects to provide an alternative enclosure during or nearing completion of the parking lot construction, city staff will work with the Applicant/Northport officials in providing a suitable and acceptable location and design. Northport Elem.Site Plan PC 05/29/14 Page 2 The new parking to the north is to be installed in an area the school currently uses for small playground space and open yard area. The new parking area includes a similar, oval/oblong shaped parking area, with a new, single entrance provided from Northport Drive. This new parking area is intended to serve bus drop-off and pick-ups only, and will be open for additional parking (approx. 38 spaces) during non-school hours or special events that do not involve any bus traffic. pig NORTHPORT DRIVE 1 / s suRUwunraa.c cuReiRS j%k� 1 iaoRO wcsr cac a sus n 5895027E 816.69 •... ., Ii I T MNIN Si.l1a ��. � � 1 �•� , % W 5895027 E /�f YRe>.rz fit; 38.42, The new parking lot will also have a new concrete walkway system along its outer perimeter. Northport Elem.Site Plan PC 05/29/14 Page 3 ❖ Access & Traffic The access for the front, main parking facility (from Brooklyn Blvd.) remains unchanged at this time. The new parking lot to the north of the school requires a new access onto Northport Drive to the north. This access will be located approximately 275-feet west of the Brooklyn Blvd. frontage road that serves this area. The open-space area between the school and the Northport Drive right-of-way is city owned land/park property. The City Engineer has included a requirement that Robbinsdale Schools must receive and enter into an access easement agreement between the City and ISD 281 to facilitate this access across city lands. As part of the review of this parking improvement, staff wanted to be sure that any new bus traffic expected to enter and exit at this location from Northport Drive, and a determination made if any other traffic issues would be created or affect the surrounding residential areas, we required the Applicants to provide a parking study and traffic impact statement. Attached to this report is a Memo Report from WSB & Associates concerning this study and traffic analysis. Accordiu to this report, the consultants concluded there is no significant impact to the operation of the 55 Avenue and Brooklyn Blvd. service road intersection with the change in travel pattern of the buses. ❖ Drainage & Utilities Since there are no new buildings proposed in this parking area, only limited amount of utilities are being planned for these two new parking areas. The front parking includes small sections of new storm sewer pipes, which will divert storm water runoff into two new on-site storm water filtration systems to the east and south of the parking lot. The parking to the north will require a long section pipe to catch and divert runoff over to a new storm water filtration system on the far west edge of the playground/ball diamond area. Additional electrical service lines are also being re-routed and installed to provide electricity to the proposed new lights within both parking facilities. The City Engineers have provided a very comprehensive review memo (including a red- line/marked-up Site Plan set) for the Applicants to consider. This memo contains standard and typical responses by the city engineers related to these drainage and utility improvements, and we do not believe there are any comments or conditions that would preclude this parking lot improvements from proceeding. This Planning Report only contains the City Engineer's Review Memo (dated 05/19/14) and not the red-lined plans, which can be made available to the Commission if so requested. •'• Landscaping • The proposed landscaping is noted on the "Layout, Landscaping and Striping Plan" sheets (C4.1 and C4.2). The new north parking lot is scheduled to receive 20 new Techny Arborvitae (evergreen) trees along the far east edge of the lot; and 6 new Norway spruce trees to the north and south of these arborvitae plantings. There appears to be no plantings scheduled for the reconstructed parking area in front of the school. Northport Elem.Site Plan PC 05/29/14 Page 4 ❖ Lighting The lighting plan calls for 16 nee light pole fixtures, with 6 lights at the north parking area and 10 new lights for the newly reconstructed main parking lot. The lights around the outer edge (perimeter) areas of both parking lots are identified as 22-foot high, square steel posts with a single, LED luminaire head. The main parking area is scheduled to receive four additional 22-ft. double-headed LED lights. All new lights are noted as down-cast cut-off light standards, which is normally what he city requires with any new light plan submittals. The Applicants also submitted a very detailed photometric plan for this site (and new lights); and all new lights appear to meet (or exceed) the general lighting dispersion or overcast standards of 0.3 (not to exceed) at adjacent property lines. RECOMMENDATION Staff recommends the Planning Commission provide a recommendation to the City Council to approve this Planning Application No. 2014-005, a Site Plan to allow the reconstruction of an existing parking lot and construct a new bus parking and excess parking facility for Northport Elementary School, subject to the following conditions: 1. Any new trash enclosure or new locations for existing dumpsters and/or trash receptacles stored on this school property site must be approved by city staff. 2. The Applicant will ensure that lighting is maintained or directed downward into their site, and immediate measures will be taken to address or respond to any complaints from neighboring property owners. 3. The Applicant must submit a legal description and exhibits for the new drive entrance off Northport Drive; and enter into and approve an access easement agreement or similar (approved by the City Attorney) for accessing across city owned lands. 4. All conditions noted in the City Engineer's Review Memorandum (dated 05/19/14) and all other subsequent or updated conditions and information required must be submitted and/or fulfilled to the approval and satisfaction of the City Engineer. 5. The Developer shall submit an as built survey of the property, improvements and utility service lines prior to release of any current or updated performance guarantee. Northport Elem.Site Plan PC 05/29/14 Page 5 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2014-05 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-005 SUBMITTED BY ROBBINSDALE AREA SCHOOLS —ISD NO. 281 REQUESTING SITE PLAN APPROVAL FOR CERTAIN PARKING LOT IMPROVEMENTS FOR NORTHPORT ELEMENTARY SCHOOL (5421 BROOKLYN BOULEVARD) WHEREAS, Planning Commission Application No. 2014-005, submitted by Robbinsdale Area Schools-ISD No. 281 requesting approval of a new Site Plan to reconstruct an existing parking lot and construct a new parking lot for the Northport Elementary School property, located at 5421 Brooklyn Boulevard; and WHEREAS, the Planning Commission held a public meeting on May 29, 2014, to fully consider Planning Commission Application No. 2014-005, and reviewed and received a planning report and city engineer's report on the proposed new Site Plans for the proposed Northport Elementary School Parking Lot Improvement plans; and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan,the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that the Site Plan of the Northport Elementary School Parking Lot Improvements, as comprehended under Planning Application No. 2014-005,may be approved based upon the following considerations: i. The Site Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; ii. The improvements and utilization of the property as proposed under the planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; iii. The Site Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; iv. The Site Plan proposal appears to be a good long range use of the existing land and this proposed development can be considered an asset to the community; and PC RESOLUTION NO. 2014-08 V. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance are met and the site proposal is,therefore, in the best interest of the community. BE IT FURTHER RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center does hereby recommend to the City Council that Planning Application No. 2014-008 be approved subject to the following conditions and considerations: 1. Any new trash enclosure or new locations for existing dumpsters and/or trash receptacles stored on this school property site must be approved by city staff. 2. The Applicant will ensure that lighting is maintained or directed downward into their site, and immediate measures will be taken to address or respond to any complaints from neighboring property owners. 3. The Applicant must submit a legal description and exhibits for the new drive entrance off Northport Drive; and enter into and approve an access easement agreement or similar (approved by the City Attorney) for accessing across city owned lands. 4. All conditions noted in the City Engineer's Review Memorandum (dated 05/19/14) and all other subsequent or updated conditions and information required must be submitted and/or fulfilled to the approval and satisfaction of the City Engineer. 5. The Developer shall submit an as built survey of the property improvements and utility service lines prior to release of any current or updated performance guarantee. May 29,2014 Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member MEMORANDUM DATE: May 19,2014 TO: Tim Benetti, Planning and Zoning Specialist FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Site Plan Review Northport Elementary School Public Works Department staff reviewed the following documents submitted for review on May 2, 2014, for the proposed Northport School Improvements: • Civil plans Site Plans dated April 29, 2014 Subject to final staff Site Plan approval, the referenced plans must be revised in accordance with the following comments/revisions and approved prior to issuance of Land Alteration permit: Title Sheet 1. Revise note to meet MPCA Construction Permit. C1.1-C1.2—Demolition and Erosion Control Plan 2. Provide and list a SWPPP inspector/manager with contact information that must be available within 4-hrs notification to respond to and implement SWPPP related corrective measures. If the applicant is found to be non-responsive, the City may issue a stop work order and/or take other means necessary to correct SWPPP related issues. 3. Provide quantities of erosion control BMP's. 4. Provide sidewalk/trail closed signage as noted, along with advance signage for trail closures. C2.2-2.3—Grading Plan 5. Show profile for northwest basin to storm sewer connection. 6. Provide pretreatment device and riprap only if needed for erosion protection at south treatment basin. 7. At west treatment basin location, only a shallow swale/Depression (18" max deep) allowed with no storm sewer. Only curb cut with pretreatment device. C3.1-C3.2—Utility Plan 8. Do not connect drain tile into City storm sewer. Outlet drain tile into filtration basin. No drain tile connections that discharge directly into City storm sewer that is untreated (e.g. Northport Elementary School Page 2 of 4 Site Plan Review Memo, May 19, 2014 rate/volume) 9. Revise west basin outlet. C4.1-C4.2 -Layout, Landscaping,Striping Plan 10. Trash enclosure must be shown and include protection by curb and gutter, not within the parking area that would cause sight line obstructions. 11. Provide landscape details. 12. West basin overflows to stay with in school property. 13. Install bollards at trail connection at the end of Northport Drive. 14. Install raised concrete islands. 15. Remove stall as noted. 16. Add"Do not enter sign" as noted. 17. Provide landscaping within islands. C5.1 - C5.2 -Details 18. Add details for pedestrian curb ramps; use MN/Dot standard details and plans for pedestrian curb ramps. Miscellaneous 19. See redlines for additional site plan comments. 20. Provide photometric plan for proposed new light fixtures 21. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center standard specifications and details. The City's standard details must be included in the plans. 22. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as-built survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. GA\Engineering\Development&Planning\ACTIVE Development Projects\Northport Elem Phase 4-2014\Plan Reviews& Applications\Preliminary Plan Reviews\140519_Plan Review Memo.doc Northport Elementary School Page 3 of 4 Site Plan Review Memo, May 19, 2014 23. Inspection for the private site improvements must be performed by the developer's design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as- built drawings (which are separate from the as-built survey). 24. The total disturbed area exceeds one acre, an NPDES permit is required. In addition,the total disturb area exceeds 5 acres, applicant must submit plans to Shingle Creek Watershed Commission for project review. The applicant must also submit a site storm water submittal package to City prior to the Commission's review and obtain City of Brooklyn Center's approval before moving forward with the watershed. 25. Provide traffic memo highlighting the need for increased parking needs, bus re-routes, etc. of proposed improvements. 26. Applicant must apply for a land disturbance permit. 27. Applicant must submit legal descriptions and exhibits for the drive entrance and west filtration basin areas that require agreements with the City of Brooklyn Center for private structures on city property. 28.No construction or other related traffic or deliveries shall park, stand, stop or stage on the residential streets in any form or manner for any reason other than to open the gate to gain authorized access to the construction site. 29.No contractor traffic should be allowed on top of the new storm water facilities. Once installed, these improvements must be protected. Add note to protect filtration basin from construction traffic. 30. Utility facilities easement agreement required. Prior to issuance of a Land Alteration. 31. Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan and/or as amended as required by the City Engineer. 32. A letter of credit or a cash escrow in the amount of 100%of the estimated cost as determined by City staff shall be deposited with the City. 33. During construction of the site improvements and until the permanent turf and plantings are established,the developer will be required to reimburse the City for the GAEngineering\Development&Planning\AMVE Development Projects\Northport Elem Phase 4-2014\Plan Reviews& Applications\Preliminary Plan Reviews\140519_Plan Review Memo.doe Northport Elementary School Page 4 of 4 Site Plan Review Memo, May 19, 2014 administration and engineering inspection efforts. Please submit a deposit of$2,500 that the city can draw upon on a monthly basis. 34. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions,traffic control provisions, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions,temporary parking provisions, overall site condition provisions and non- compliance provisions. A$2,500 deposit will be required as part of the non-compliance provision. Anticipated Permitting: 35. A City of Brooklyn Center land disturbance permit is required. 36. Watershed plan review required. 37. A MPCA NPDES permit is required. 38. Conditions specified by the City to meet the requirements of the Shingle Creek Watershed Commission must be met. 39. Other permits not listed may be required and is the responsibility of the developer to obtain and warranted. 40. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 41. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Other guarantees and site development conditions may be further prescribed throughout the project as warranted and determined by the City. GA\Engineering\Development&Planning\ACTIVE Development Projects\Northport Elem Phase 4-2014\Plan Reviews& Applications\Preliminary Plan Reviews\I40519_Plan Review Memo.doc //��,- WSB ,,,.,,,,.,,,,,,.,,,,,,. engineering-planning-environmental-construction 701 Xenia Avenue South Suite 300 Minneapolis,MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Memorandum To: Jim Gerber,Robbinsdale Area Schools From: Tony Heppelmann, P.E. Erik Seiberlich Date: May 20, 2014 Re: Northport Elementary School North Parking Lot Study 02687-000 Purpose The purpose of this memorandum is to present the findings of the analysis of the impact on the local roadway network due to the proposed construction of a new bus pick-up and drop- off/parking lot on the north side of the Northport Elementary School. Background Northport Elementary School is a kindergarten through fifth grade school with an enrollment of 550-600 students and 90-100 staff members. It is located north and west of TH 100 and Brooklyn Boulevard with access from the Brooklyn Boulevard Service Road (the frontage road) and 55th Avenue intersection. Presently, the parking lot east of the building is used for parking, student drop-off/pick-up and bus loading/unloading. This parking lot is the west terminus of 55th Avenue as accessed from Brooklyn Boulevard. See Figure 1 for the study area. Proposed Improvements Robbinsdale Area Schools has proposed to construct a new parking lot on the north side of the school. This lot would be the new location for bus loading/unloading, and would provide vehicle parking during non-school hours (for use by those visiting the after-hours school activities or Northport Park, which lies to the west). This lot would be accessed from Northport Drive approximately 275 feet west of the frontage road. As part of this project, the existing parking lot east of the school would be expanded and reconfigured to better accommodate staff parking and student drop-off/pick-up. Methodology The primary focus of this study is the change in travel patterns for buses as they will now use the proposed north lot instead of the existing east lot. Analysis will look at the impact to the intersections of both 55th Avenue and Northport Drive with the frontage road, including an operational analysis at the 55th Avenue intersection. In addition the study will examine any St.Cloud• Minneapolis•St.Paul Equal Opportunity Employer wsbeng.com K'U12G87-000\'IYa1TcWurthrr.n PnrAing I,oi SwdN doc1 Mr. Jim Gerber May 20, 2014 Page 2 queuing issues for vehicles using the west approach of the 55th Avenue and Brooklyn Boulevard intersection. Data Many data were gathered for this study, including: • First Student bus routes to and from the school • Other bus routes to and from the school (e.g. special education) • Site plans for proposed north parking lot • Video of 55th Avenue and the frontage road intersection • Turning movement counts for peak bus times ■ 8:45—9:45 a.m. ■ 3:15-4:15 p.m. • Observation of queuing at 55th Avenue intersections with Brooklyn Boulevard Service Road and Brooklyn Boulevard. Findings BUS ROUTES The school is presently being served by 19 buses in the morning and 15 buses in the afternoon (p.m.). There are also four activity buses which serve the school about one hour after the afternoon buses. Route information was provided by First Student (13 during the a.m. and 10 during the p.m.) and the school district (6 during the a.m. and 5 during the p.m.). The majority of the buses access the existing parking lot via Brooklyn Boulevard and 55th Avenue. A few buses bring students to and from school via 53rd Avenue and the frontage road, and via Admiral Drive (or Bass Lake Road), Northport Drive and the frontage road. The existing a.m. and p.m. bus routes are shown in Figures 2 and 3. Both First Student and the school district have indicated that when the buses pick-up and drop- off in the proposed north parking lot the routes will remain the same. Buses utilizing Brooklyn Boulevard will still get there from 55th Avenue (by way of the frontage road) as opposed to changing their route to Northport Drive, Bass Lake Road, and then Brooklyn Boulevard. The future (with proposed north parking lot) a.m. and p.m. bus routes are shown in Figures 4 and 5. The primary traffic change due to the new parking lot will be some bus turning movements at the 55th Avenue and Northport Drive intersections with the frontage road. Those changes are shown in Figure 6 (a.m. changes to bus trips) and Figure 7 (p.m. changes to bus trips). TRAFFIC OPERATIONS The intersection of 55th Avenue and the frontage road is served by one shared left turn/through/right turn lane in each direction. The north, west and south approaches are stop- controlled, while the east approach, vehicles coming from the 55th Avenue and Brooklyn Boulevard intersection has a free movement, which keeps a queue from forming into that intersection. Figure 8 presents the intersection volumes for the peak bus times (8:30-9:30 a.m. and 3:15—4:15 p.m.) K\02687-000\Tr,ffi,\No thro P,,k ng Lot Study-duc,, Mr. Jim Gerber May 20, 2014 Page 3 Presently, buses (as well as passenger vehicles) that are leaving Northport Elementary School bound for Brooklyn Boulevard, queue on eastbound 55th Avenue. When 55th Avenue gets its green phase, they must yield to westbound left turning vehicles, and alternate with northbound and southbound frontage road vehicles. After observation of the intersection video, it appears that the intersection operates acceptably and the queues are manageable, with almost all vehicles making it through the Brooklyn Boulevard signal in one signal cycle. Part of this is due to the fact that the bus peak is later than (a.m.) and prior to (p.m.) the true peak hours of the roadway. When the buses pick-up and drop-off at the proposed north parking lot, the difference in operation of this intersection will be that the buses will queue on the north leg of the intersection, which is by far the lowest volume approach. Because the three stop-controlled approaches alternate, and only have to yield to the westbound approach, the change in travel pattern should not have significant impact to the operation of the intersection. In fact, there will be less bus trips through this intersection with the proposed north parking lot. NON NORTHPORT ELEMENTARY BUSES It is of note that turning movement counts indicate that other school buses operate in the area. Four buses in the a.m. and 12 buses during the p.m. passed through the 55th Avenue and frontage road intersection that did not go to or come from the Northport Elementary School. Most of these buses turned right from the northbound frontage road, or left from westbound 55th Avenue, but there were a small number on other approaches. AFTER HOURS USE OF THE PROPOSED PARKING LOT After school hours, the proposed north parking lot will be available for public parking, primarily for users of Northport Park. The proposed parking lot provides 40 spaces, and users would access the lot using Northport Drive via either the frontage road or Bass Lake Road. Currently there are several lots that serve the park's different areas. The proposed lot is not expected to increase use of the park and generate additional park related trips in the area. Robbinsdale Area Schools has indicated that Northport Elementary School has on average two or three after school special events per month. For these events, the proposed north parking lot would likely act as an overflow lot, as the existing lot is more convenient to access the school. Based on the types of special events, it is expected that eight to ten times per year vehicles traveling to the proposed north lot from the north would add a maximum of 20 vehicles per hour to Northport Road from Bass Lake Road. K.W2687 000\I roll,,\Northport Parking l.ot Slue.doer Mr. Jim Gerber May 20, 2014 Page 4 Summary The following is a summary of the findings of the analysis of the impact on the local roadway network due to the proposed construction of a new bus pick-up and drop-off/parking lot on the north side of the Northport Elementary School: • Presently 19 buses drop-off students during the morning and 15 buses drop of students during the afternoon. There are also four activity buses that pick-up students about an hour after school. • The proposed north parking lot will serve as the drop-off pick-up location for buses. • This will affect bus routing and turn movements at the intersections of Northport Drive and Brooklyn Boulevard Service Road and 55th Avenue and Brooklyn Boulevard Service Road. • The bus company and Robbinsdale schools have stated that other than the change between the two parking lots, buses will maintain their current routes— buses will continue to access Brooklyn Boulevard via 55th Avenue, and not Bass Lake Road. • There is expected to be no significant impact to the operation of the 55th Avenue and Brooklyn Boulevard Service Road intersection with the change in travel pattern of the buses. K-\02 687-000\TrAkY N,thjx l N,kilo L,x Stud}d, Bass Lake Road • % w iz o . ,sue, ' o 4&- K, y v o z 03 ' o U3 0 OW 41 fy ■ ■ s Wit" : ■ ■ W ■ ■ 55!� Avenue N za : . yr �- r r Northport Elementary School 53rd Avenue N 100 >x t 9 Northport Elementary North • Lot Traffic Study Figure Robbinsdale Area Schools, MN Study Area LEGEND • r Outbound Route It Bass Lake Ro5d Inbound Route v O • • Number of Buses y A:: (D O y r � 1521 o o w M C t G O / a �a�a � i�� 11 'r��f iii• + '��� 'tom ° � •' € III . ,r r k u 16 to Avenue N �« ' . A 41 x 19 53�d Avenue N 1 a 100 op sor- diii • j Northport North • • Traffic Study Figure Existing AM Bus Routes Robbinsdale Area Schools, MN y 4 Outbound Route Bass Lake Road Inbound Route s • Number of Buses a t r V-!w k "w p . O O =, 7 "C O ` ., CL. �. . 4 C 00 o � G low a a Ill's• f 55th Avenue N N 12 .,,w 1 7 53rd Avenue N 2 �..�,�.. 40 100, Northport Elementary North • Lot Traffic Study Figure RobbinsdaleArea Schools, MN Existing PM Bus Rout LEGEND > Outbound Route 2. Bass Lake Road 30o- Inbound Route 0 Number of n � ; r X152 �— 114 > 4 A Q < � n U- t ■ • ■ • • ,, q , aV t « 1 55`''Avenue N 'jo" y s 53rd Avenue N 100', • rw Northport North • • Traffic Study Figure RobbinsdaleArea Schools, •., LEGEND ' Outbound Route Bass Lake Roads 2 M A. 4"°" " "' Inbound Route ' Number of Buses a - 4 04W 15,1 r O �E M O �p L_ � S p m w 1 5 Avenue �,� _ S tn even ,.., r. ,. ;�'. ap W 12 P " �� ""• 1 53'd Avenue N 2 � 10 0: A Northport Elementary North . Lot Traffic Study Future ' C R• RobbinsdaleArea •• * « lgL A 0 0 (19) 2 R / 1 � 0 0 is is •+ s � u (17} (0) - °1 mar. / / n • Ow y y . w t f ft - r dew (0) 0 - 16 (0) (0) 19- o (0) r ,.. (0) o N 1 0 0 A (0) (1) (0) Northport Elementary North Parking Lot Traffic Study Figure 6 Existing and Future A.M. Bus Trips Robbinsdale Area Schools, MN ## (##) — School Year 2013-14 (2014-15) Bus Counts r p .a ;e (0) (0) 0 0 (°) 0 .l � ----- (15) (o) it (0) r_ (0) (Z) (11) 0j� (0j o P N� Il � L0 (15) (0) z 1s (ol (0) 11 .x► 0 (p) . A' (0) 2 'V 0 0 0 (o) (o) (0) . Northport Elementary North Parking Lot Traffic Study Figure 7 Existing and Future P.M. Bus Trips Robbinsdale Area Schools, MN ## (##) — School Year 2013-14 (2014-15) Bus Counts j LEGEND AM (PM) Peak Bus Hour Turn Movement ## (##) volumes {10) (2) (14) • ; 18 3 7 8 (7) (12) 15 82 (41) {102) 64 am* 45 (126) (5) 6 6 5 79 (4) (1) (132) , , r w a �b k _ r. Northport Elementary North Parking Lot Traffic Study Figure 8 Existing Turning Movement Counts Robbinsdale Area Schools, MN 55th Avenue N and Brooklyn Blvd Service Road mh-q�Sm I MleeeRatlA MN ,,.0 IPA.T69+JI69194 INSPEC ®2g+a NORTHPORT ELEMENTARY SCHOOL FIECTRICALENGINEER Kmges Fe bridge.M Erglneer, 670 West-ay 1-8 2014 DEFERRED MAINTENANCE AND SITE IMPROVEMENTS Fa l(651)ht+g�ig55t+3 LAND SURVEYOR ROBBINSDALE AREA SCHOOLS - ISD #281 91101 East&oomingbn Freeway.Sups 119 BboMrglpn.Minnesde 55420 Tat(951)88+-2455 Fat 1952)68&9526 GENERAL NOTES: EXCERPTS FROM SWPPP NARRATIVE 1.SITE DATA OBTAINED FROM UPDATED TOPOGRAPHIC SURVEY PERFORMED BY SUNDE LAND SURVEYMG DATED OCTOBER 21, Contractor sM1alI Inhale,pay for,an°assist the Prner In-.1,B dx:NPDES General-=,,Pe-it br Conciructlon Actl4y hom 2013. Ina MhM-Pollution Conlml Agency wp1,1n 2d hoVrs of mntraa aware.Conbacbr maA re+aln tire P, M mej-t Age unM wltsbuclipn acgvnias are tt plaed antl a Notl«of Termination Nis been esecaed. 2.LOCATIONS AND SAS OFALL UNDERGROUND LTf S SHOWN ARE MPRO%MATE ONLY.COMPACTOR RESPONSIBLE FOR LOCATING,VERIFYING AND PROTECTING ALL SITE URLTOES.CONTACT GOPHER STATE ONE CALL AND PRIVATE LOCATOR GENERAL CONSTRUCTION PROJECT INFORMATION PRIOR TO ANY EKCAVATION. Cpnatructlpn activhea: 3.CONTRACTOR RESPONSIBLE FOR REPNR TO ANY QAMAGED UNMRGRWND UTILITIES. 1.IgsWblbn of erosion«n[rd pevbes. s,aimlM Hltere m sroml saws IMe6 a.ALL CONSTRUCTION MUST COMPLY WITH APPLICABLE ORDINANCES. c.SI F E Rock COnsWClbn Enbanoes 5.CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR Nl CONSTRUCTION ST-"G. d Temporary and Permanent Vegeati« 2 Pmvida rnrcrete wazlwa-a-In-d bratlon. g.CONTRACTOR SHALL,OBTAIN AND PAY FOR ALL CONSTRUCTION PERMITS. . 3.Ad-nspectlpru and oblmn approval of Bros on control tleri«sas reRWrea by localeMMdtl,s. a.Rewnsmxe esWing NWmbrous paramenis and«ncrele&DIN,N,n5 east of IM smod dMdmg as shown. S' 5.CoroVUCt new di,g us antl«ncreM pavements-I,a tlw scM1na bu I f es slwwn client 1.PROTECT EXISTING OF TREES IN WORK AND EDT ACCESS FROM DAMAGE FEY CONSTRUCTING 0E OIL ERMOST FENCING SYSTEMS AT "' 8.Construct«w sbrm sewer systems and slormwater management lac lldes. AND REMOVE UPON C M WORK AND O B HE ACCESS AREAS.PUKE FENCING AT GRIP LINE OF OUTERMOST TREE BRANCH AREA t :c. i.Regretle axlating natural Nd play area west IN me scM1OOl DUllang p p AND REMOVE UPON COMPLETION OF THE WORK Remo "e ding a.119WS mponen+s antl losses new Ale lgnhngrsecuety systems as shown. ROOO)NSDALE AREA 8.LIMITMDCONTRMVEHICLEANDEOUIPMENTACCESS ON EKISTING BITUMINOUS PAVEMENT SYSTEMS AND CONCRETE �r t+r 9.Periwm tart reslaatlon antl anal stte stabizatlon. }JyJ OO SIDEWALKS.CONTRACTOR IS REWIRED TO PROTECT ALL BITUMINOUS AND CONCRETE PAVEMENT SYSTEMS SCHEDULED TO { �. SCHOOLS-ISD#281 REMAIN AND RESTORE NLAREAS DAMAGED WRING THE PROJECT TO ORIGINAL CONDITION OR BETTER.DAMAGE . 'Y?«° - REW(RING REPLACEMENT SHALL INCLUDE,BUT NOT BE LIMITED TO,PAVEMENT SYSTEMS THAT ARE CRACKED,RUTTED, GENERAL BITE INFORMATION SCRAPED,CHIPPED,ETC_.,FROM CONSTRUCTION ACTNRIES. NORTHPORT [T'1V� f• L.d.-type of tempp and perm -tamsbn prevenpbn ant«tltnant«n SMPS: I.S,dt-Mars b be natallae al all storm sewer IMetswMln antl atll-t to pmjeclarea pd.ro eaw 11 9.PROTECT EKRTING FACILITIES AND VEGETATION WHICH ARE TO REMAIN.RESTORE ALL DISTURBED AREAS,INCLUDNG _ ELEMENTARY v 2.SI8 fen«ro Ue IOM«d down grad aril of areas ro be grease poor to excavatlon. PAVEMENTS,LANDSCAPING,AND LAWN AREAS TO ORIGINAL CONDITION.DISTURBED LAWN MFRS SWILL INCLUDE,BUT NOT 3.Connacp«mal verity ronstruann access bcatrons antl prop de rock mnstruclbn emrarszs at m,se bcatlons. BE LIMITED TO.THOSE THAT ARE RUTTED,COMPACTED,ERODED,SCRAPED,ETC...,FROM CONSTRUCTION ACTIVITIES. }- SCHOOL 4.R¢mp shall M pla«d at MI Mretl end sbrm sewer dismarge loratb«. .f.. 5.S-Ia F of all astuaea lawn areas NORTHPORT EROSION PREVENTION PRACTICES ELEMENTARY SCHOOL Contractor mall deli«ate areas not b be di--leg won flags slakes Ng-,ant l,mre,acJ 1,-work begins. z Cmirec+w shall pmrlde temporary emsbn pmNC+bn«Perm -mver for 11 erposea sd auras wnnm 200lrreal feet or wrtace w terb act W T tlaYS br dr b,won dre blbw rig timeframes �, ae IMIn slopes shre«r+1,an 3'1 1 111 e. b Wimin+4 days for slopes between 10:+and 3.t p.wh6n z+days for alpp,c bss man 10-+ 3.Srockp/eabpsoYanadiP-11dpoa«raa ales ne wnereconsvuNOnacdrnyw-1.1raMy=easaf«atkast+adayc,andwMre DEFERRED MAINTENANCE me an la are e.wsea tp poaclae emsbn,wM be arabplzea won tempomry sees erw maim rro laser man T oars fmm dr Nast DRAWING SCHEDULE: Wabnac6vitymmatarla &SITE IMPROVEMENTS ". �nTemvomry s«ang shall consist or perennsal ryegmss ens annual wheat appliee a+a rata or 1g ppuMa per a=re ana 29 ppurMs a per a=re respecurely. b.Oi,c armtmrea ao-aw mubn snap be.pPpaa m a re+e a4,ggD ppunas par,=,w. 5421 BROOKLYN BLVD. 1 TOPOGRAPHIC SURVEY-REFERENCE ONLY c nlemvomry sees-,6t.remab In Dla«berpna the present grawpp season,+wo-ngraa of me aeee miamap ba composed a perennial grasses BROOKLYN CENTER,MN 55429 2 TOPOGRAPHIC SURVEY-REFERENCE ONLY a Perm-d see°area,pare,hall be anher mubnae««rendM nbrouA Nanxaam pmrea AaeaA aria umg erosion. C1.1 DEMOLITION&EROSION CONTROL PLAN(NORTH) 'Al_ All mmpomry.11-011es snap m beabe win a Plots emsbn«mml measpres,txkWngmien«.when ab=xp-era leR C12 DEMOLITION&EROSION CONTROL PLAN(SOUTH) __ 4 iris are ror pedpaA brig«man T days. C2.1 GRADING PLAN(NORTH) C22 GRAD I NG PLAN(SOUTH) BEDIMENT CONTROL PRACTICES C3.1 UTILITY PLAN NORTH ._ 1.EatAbllan aeat«m«mra Preakel on a,apwngraa«g Peametere bebre ppgreaMnt asturbing actlrllbs beyn.rnese arern«s p (NORTH) Alan remab In place unM goal stadlpcaGOn has been estabAsnee. g C32 UTILITY PLAN(SOUTH) z All erorm sewer mleN wnnb dre proles area must ba proreaea won apprprea c,anea mar awleas. J, C4.1 LAYOUT,LANDSCAPING,&STRIPING PLAN(NORTH) t. 3.Tempoary Ato plleA must 1,111 Ant tan«or ah«ap«ur,1011-«MroH and-be pM«am,mmwratar wnr y.la. C42 LAYOUT,LANDSCAPING,&STRIPING PLAN SOUTH ro=atbncwm aA wm aria goner systene sales or mareA .f ( ) 4.Coniracor shall Prot de recx«nshuclbn eniran«s et exM1«nslruNOn a=zess bratlpn. C5.1 DETAILS 5.Paled soda«s aria coy streets aaja«M ro me vmiect area must be sweD+a minlmum a,n«D,r we,k m a,an pp o-aarea C52 DETAILS sad mentrrom ppnawabn"`^saes EO.00 ELECTRICAL TITLE SHEET&KEY PLAN a camrea«anal«d«m aadXlmal aweaptg n+mpxea aeat«mIA al,cpv,red. E0.02 ELECTRICAL SITE DEMOLITION PLAN g.nw�e and aeon Atprm sewer Ay,d-wnnb tM Dmrea area.Remove ant aD«muMNd xdimenp nom aorm,lwerawpwreA. ,rormwamrltesmc.m ED 03 ELECTRICAL SITE PLAN o ED 04 ELECTRICAL PARTIAL PLANS AND DETAILS INSPECTIONS AND MAINTENANCE t.Ins«a eras on contra e,1i«,ones &,d areas a mil-o1 orrco«r we,x and anlr eachram,vent a.Record inspections and keep en onslte mspectlon l09 in an acceselge and-N,bcatbn. 2 Inspect stn lent,,seamen) at storm sewer inlets,antl purer emsbn«ntrd aevl«c br tears,vedliratlpn Mat bhk 6 sa«red 3 antl suDDOd P.-are sound,d.and b nwnn«depm of setlimenl a.Cbanerosion«nlra Devi«s rv, T4lmursonce mg.Fnireamer 1IJIIre M1-ofth tlevke. 3.Rock ronsW-da a Y,,i snail be Inspected for clrgging.Remove antl replace rock mat M1as becodi c1o99,a wi+M1 satlbrenL 4.Inspect ezp'ISetl sass Mr sgns of eosion or rills.Repair emdetl sass antl faclNes wnnin T41,oura a dfuovery. 5.Pavatl rude«s antl Cny s+reets near ma pmjea area stall be mpnnpretl tlally to Mentlry any arzumubtl«r of Irackee seetr«M M1om «nP-don veNC. a.Paves s dAlls and Cny sneels must 4 swept a mlrWnum of orKe Der week end M+hin 241,oure N Ve ked sMmenl b tlixovamd s epmre ma tlapr InspaMne. E FINAL-ION 1.Cpntrecror shall pmrltle mantenance a at sodded lawn areas uMY Nly esbbpsletl antl es reputed by me Contact Do«tmenn. 2 Contrecor must en IJItal stabgiaatlpn pima she b acwNance wlm me Pmjecl Bpedflcetlons ant COns -Orawings. a VICINITY MAP ® Co tractor to remove a l temporary em bn c W D,dl s once float slabipufion ha bean-ldbhed antl perform Mal malntanance actNnles and final Aria--p. 4.Conaaaor must wbmn a Noil«of TertNnatlon b the Mln«sofa Pollutlon CorNrd Agency whgn 30 days ener Tnel slabtiization is .p NO3CALE -TH wmpbh. S $§K 5 yh E 9 ui E 4 i °a 3 PLAT RECORDING INFORMATION GENERAL NOTES 1FCFNdn DESCRIPTION OF PROPERTY SURVEYED Registered Land Surn No.619.ore filed of record on December 5,1956,as Document No.517842. AREA G Denotes,Iron man ment wt markenoted (Per Corti!ate of Title No.263201) y I.) Survey coortlinata and bsoring basic Hennepin County Coordinates P.LS.No.15980,unless otherwise Trost A.Registered Land Survey No.619,Hennepin County,Minnesota Auditor's SubdiNSion No.216 was fled of record an May 9,1931,as Document No.98671. 2.) At the time field wank wee performed for the January 9,2013,reM,km of this Ora.ore.-604,213 equals feet or 13.871 acres . Denotes found Iran monument Tract B.Registered Land Sure No.619,Hennepin Count.Minnesota rwy.there was a significant amount of snow on the ground. Physical features e9 Y W y ere located to the best f our ability,but there may be ddTtim,l features that BBH Denotes basketball hoop [] Benrh ga and/or dimensions listed within bracket•are per plot were not visible and,therefore,not shown hereon. BE Denotes balding entrance AND BTC Denotes top of bltuminouc curb Flirt American Title Insurance Coca Commitment for Title Insurance Commitment N. () Bearings and/or dimensions listed within parentheses are per record documents. 3.) The Water Main Easement per Doa No.928188 Is ambiguaua Sold eawernwt le BR Denotes b--lol curb ( Company shown hereon In the location this sornyor believes was intended. CB Denotes catch b.aln NCS-476616-MPLS commitment date February 06,2011,ReNaed 3-9-11) OR Denotes cast hen pipe Pared I: 4.) The storm swear---t per Easement Grant dated October 22,1957,supplied to CMP Dwates conugated metal pipe TITLE COMMITMENT this surveyor and whown hereon,appears to be unrecorded. The land affected by CST Denotes ouncrste step That part of the South 200 feet of the North 300 feel of Lots 34 and M.ad measured along the this easement is registered property and said easement does not appear as a DIP Denotes ductle Iron pipe West line of mitl Lot 35•Auditor's Subdivision Number 216,H—min County Minnesota,described This mourn d without the benefit f current title work. E,dem-ts,appurtenances,and memorial on the Certifleate of Title. EM Denotes deetn.meter ere fellows: Beginning at the point of Intersection of the Southeasterly line of Lot 1,Blodr 3, Y•'ore prepared FH Denotes firs hookup oumbrancee may exist In addition to thces shown hereon. This survey ice mbpct to reN.lon pan Bal(any/e Northport tat Addition,with the Northmstsdy line of Northport DrM as platted adpemt receipt of a ounenl title Insurance commitment or attorney's title opinlan. FP Denotes fiat pale to Lots I and 2,Black 3,Bdimy's Northport Isl Addition;tnwas running North...terly slang the G Denote-gutter extension of the Saulne..tedy line of sold Lot 1,226.84 feet to the point of beginning of a cane BENCH MARKS (BM) ens v Denales gas L. to the right hating a radius of 438.97 fesk thence running Northeasterly along said curve to the GLP Denotes goal poet right 196.64 feet to the end of said curve,sold end of curve being a point in the South line of CM Denotes gas meter 1.) Top of top nut of fee hydrant southwest quadrant of Salo Lane GP Denotes guartl t said North 300 feet of mid Lot,34 and 35,mid end of curve also being the actual point of Poa and 55th Avenue N. beginning of the tract of land to be deacnd to thence running Eesf along the South point of said GW Denotes guy wire North 300 feel of said Lots 34 and 35 and tangent to mid ourve,46.97 test to a point in the Bawtlan-862.06 feet(NAND 1988) MCR Denoted handicap ramp Westerly right-of-way Ilns of State Trunk Highway No.152,also known as Dweo Road;thence HCS Denote,handmp sign deflmtng to the le, 100 degrees 39 minutes 30 _and,and running Northwesterly along mid 2.) Top of top nut of flm hydrant at end of Northport Drim HOPE Denotes high density pdyethylwe pipe Westerly right-of-way Ilne 61.05 feet;thence defecting to the left 79 degree 20 minutes 30 Bewtion-862.65 feet(NAND 1988) HHE Owates deetrie hand hale second-o d running Weeterly 35.68 feet to the point of bsglnning of a turn to the Ieff hating a HYD Denotes fire hydrant radius at 498.97 feet:thence running$mth westerly along Bold curve to the left 127.17 feet more INN Denotes structure Invert or less,to a point in the West line of mid Lot 34;thence running South dong the West line of LP Dwotee light pole mitl Lot 34 to the Southwest tamer of said North 300 feet of mid Lots M and 35;thence MH Denotes manhd. running East along the South line of said North 300 feet of said Lot.34 and 35 to the actual OHE Dwofes overhead electric line point of beginning. UTILITY NOTES () per pan/no P Denotes t male writes PEP Demotes pdysMylws pipe Pared 2 1. Utility Information from plans and markings was combined with observed exiderce of PGE Denotes ployground equipment That part of the South 150 feel of the North 450 feet of Lots 34 and 35,as meamred along the ) y 9 PKS Denotes parking sign ut8ltles to develop a New of the underground utAltle,shown hereon. However, Pp Denoted de West line of,mid Lot M.Auditor's Subdivieian Number 21S Hennepin County Minnesota,lying North PDWw P 9 Beginning o pan y lacking eacawtion.the exact location of underground factures cannot be lately PPU Denotes de with underground utility of the fdlowin deaaLed line: B I the t of Intersection of the Southmaterl line of td d r6l,bl depicted. Where additional or more detailed inf—tion I, power p groan y Lot I,Block 3,Bolfony'e Northport let Addition,with the Northeasterly Iins of NorthpM Drive as rm.ired•sxcewtlon maybe necessary. PVC Denotes plastid pipe platted adjacent to Lots 1 and 2,Block 3.Balfany's Northport let Addition;thence running f°qu RCP Denotes roof d do concrete pipe Northeasterly along the extension of the Southeasterly Ind f mid Lot I.226.84 feet to the poll 2 Other under rountl fnitlea of which we are unaware let Verify all utilities RO Dwofes roof drain o f beginning of o turn to the right having a radius of 438.97 feet and on arc length of 196.64 ) critical to construction a desi may ex Y a SAN Dmot.e sanitary monhde feet-,thence running Norlheaste iy along said ourn to the right to It.point of Intersection with gin' SANS Denotes sonllaTaanwa the West line of mid Lot:,.mid point of intereectlon being the actual point of beginning of the SMH Denotes slam monde line to be des bed;ih wce.antin,mn dong the arc of said curve to the sod of said curve,mid 3.) Mme underground utility I eatlona r shown marked anait.by thaw u^ulmy STS Denotes tom bees and of ourn being; poet in the South line of mid North 300 feet of said Lote 34 and 35,and ponies whom locolon respond our Gopher State One Call,ticket b.. TBP Owotes tether ball pole there terminating.b.In 110260443,110260446 and 123630086. TC Denotes tap of concrete curb TCS Denotes traffic control sign (abstract properly) 4.) Contact GOPHER STATE ONE CALL at 651-454-0002(BOO-252-1166)for preclse UGC Dwain underground communication line anal(,location of utnitles prior to any axe Utm. UGE Dwotw underground electric line VCP Denotes Ntrlfled day pips VP Dw.tw vent pip. W Denotes water line WAF Denotes water fountain Wv Denotes water w1.e ARS Dwat.ArborNl.e Cm Dwotes Cedar tree HACK Denotes HadAerry tree LOG Denotes Locust tree MPL Dwates Maple tree PINR Denotes Red Plns free PINS Denotes Scotch Pine tres SPCB D—tw•CdoraEO Blue Spruce tree SPCC Denotes Colorado Green Spruce tree WIL Denotes WMOw tree i .a \ w. .4 d NORTHP,ORT DRIVE m,�r rz ^.,ca t 1 1 1 ,\mil 1.s, .1.' m I I ..L 1 i / \� TR T B n-l y1! �{ _ ��' .mom '°a •me/ .mi fvu awes IVVI\Ini \/I\1 / r'y \1♦ �— m° as m a au / r f sue .;. • 589'!30 27"E -- �—� i sass 4ss. a i•sa !era • :,� .eel �:' ..�, / -m•/ '°" / Fin slut / n •..� MA , TCq-L J \ •w +.ie 10+{ / la I / .see/ •.0 •..e •.0 ( i .ml .m. •� / // —Jsa .w/ `VTii.'a \ �. \`-wlz� 1 CJ k «, };�'11 �• �a / // /// rr .m., � � \ \\ ]� TRACT \ °' \ ew. // r(11` 2 r /91TUY1N aMw±1' / F`•• \ .re.LW 1 � '1'11 •°� \ I 1 t.bdoled Ae-BUIt Saw CWJ 10/22/2013 llpdoted A M-11 Eu N.L 01/09/2013 RaMw title to As-Bunt Su SYT 11/23/2011 N E-- BMS II/IL/2f111.deed ere nn ca,we tu..ak 51T o3/Dg/2o11 n lot SMT 1z la aog e I hereby certify that this akstW,plan,a report was _ jprepared by me err under my direct wupervlslon antl Mat I am a duly Licensed Land Surnyor under the an-ft rm lave of the State of Mnnsect,. AS-B[.tKT SLIPVEY f't7V2• Dated this 22nd day of D.taber,2013 /NDEPENVEWSChM M]FR/CTNO.ZBf SONDE LAND SLIRVEYING,LLC. MY17jpf�q• r696VrARY BCH= BY ss SONDE�° II. Mark S.Hanson,P.L.S. Minn.Lic No.15480 6..secs-sorrowy wwwaw.Y,m•r Y•rek��i„-7N-W 30 0 30 60 uem_aea-! 7D/sma /J SCALE IN FEET Ie.,a1p lie 1/SadM J .M NIn—) I IJ/l7 PAR _ / .—Y I ° w/ TRACT a I J r °eEn s a. l• / - x IJE a,RAGE. '°s, a,/ 6 /-r sB93O'27£ 8/�i s9. / Y •i! — - �- - •em/ .°. / �Go n-rv1 Is / �v.�•.,a /i.a. MATU°/-LiN£ ne �. Ft Fj_ OF 41_1 -sell rr� AITM MIx0U3' Nh \° al r ser 1 �.�IqAe� 50 2 2 4D •w /7"';w� '°, w / ' xnFellbD ®_ °' / d / - 's'c4/' + \\ •-u�w, 42. —� W- 7'ses- D' �3L i .al \\�/ .al r al .� •_':� '' /� \°. ..,.. I I 'm" -+ /,�it I •� /w � +D° ' _ _ A NJ �- J•, aD lUYN01R SfODI EEYER EASELFAT I / \ // •a' // bv.v I °' i •� �' T GIANT (J/ 7 We M, MTEO OCTOBER 22, / M dMTAL NOTFS N) VIE 0 °J9.2 Trii.:: T Al=a, lk i I i — — \...-- a✓ ° / /R. � �w �—E / i} ��; 'q.w 1�p1 .w w ?• 1 .I.II I I \ "A� rE calssn OF auc b .r.DDr BurAx s xaRTwoNT — w ERC v nA TR i'll" � O i-O ROAD I-e-s —� ��l �' � I '�e°' � •w I• // � Vie. I II NO.12M =�\ N ~ � / •-,• .w °' � -sFw• �e � '�' w .°.��� . E/sT uxE aT ioT Jx +\ ° •°J ° .°, {{�a, ° •-° r d s• RL�S pB X218 PER \ I • Qi� 4 t �> l_ h Is r Y ! se. d f I I y I \ a �it g �II I .,EaP fCv\J �'ay'd . I LDT D.AS• I U1 > ` �� MG.ROnEn / ''-�D, ' °` i as"�, I w l �,•1Gwl.. X 1439''9 -t O i 51� s �! "�' _ �� \ h� i �✓ b.y w II III��� ; /. RM1= 6O� -� �% � �es `4. wAU( j ,Tu" 'RD w ,tyril y»B wp1FS�,J C� �inawr aTlrw „ �" ` q _ sees °- __ c c`'F ° cW� k s�� �1�/ d � ° �„°""��''��:.•`o,r .- Brulnaa N @9'SO'S7"W '� ��1R a� i • _ __ C_7TD3 0 ter,--_ _ __ xu w t � q✓ Eau'kl�' =42385.6' 97___ _J x � al 17" ` -_'� \ F ��YATEA'®iD'1 EA8EYO11'PEA DOG NG Rb138 P 111111 THE w —— �. I~', /_ / �., ——— • L n_,Da.DS1 _ AID AB x0 218 PER is AS-BUILT SURVEY: L7 \ � S 0 CRETE 1 swu a3 mACf ISDE 6"TH / °a/ .1""w �J 175.74 EASr or Lor Jx RLS NO 1208 Dated this 22nd day of OCtob[w.2013 �— _ a pql t CaQ1AL ilm•pJ •°} /�/ f7'� "�' .W'r Cl r uxE°v so Certi6etl by. /// /ls.�=— d N+ Y \ P,.Rf OF L.�33. 1IJxE 6 w000 1 f/'� 1 / ' • _T; 8,O P r� \ L MRIWEN�TED 30 0 30 60 Imo.aark 5.Hanson,P.L6. Minn. Li,.No.15460 i 1 T 3 w � �6-(Ldi`_ '°!' y —� r r� -\-- a,AUO.SUBWN(7.278 N88 2727"W $32,29 u ° / I r / � /a DO, _ SCALE IN FEET P . -t nRRe nw� / g -t iC I PART orLOr33° I4° sa:i�._,6 S� sua `.'z76 \ III _ M-oe. / v DS vool�=ei� �SB. Al/rA A/\ MAID SURVEYD 711e �.a.Wwao-n Rrryn nw,n..°IAxt-,R�nwe 2d2 JtW/.✓ry Gb /O/2S/A/J EROSION CONTROL NOTES: KEYED NOTES: LEGEND: INSTALL SILT FENCE PRIOR TO EXCAVATION M ACCORDANCE WITH DETAL 1IC5.1 AND MAINTAIN SBDI DWNN SBeM 1.DONSTR ALTION CEINLOCA TANS SHOWN AND N ACCORDANCE WITH DETTPDN O.1 PRIOR TO 0 MMeeq,dla,MN CONSTRUCTION ACTWTES.MAINTAIN SILT FENCE THROUGHOUT THE DURATION OF THE —OWING DURATION OF THE PROJECT.REMOVE BILT FENCE AND RESTORE AFFECTED AREAS BITUMINOUS PAVEMENT TO BE REMOVED ,uT EXISTING UNDERGROUNDELECTRIO LINE 554Y1 PROJECT.REMOVE SILT FENCE AND RESTORE AFFECTED AREAS FOLLOWING TURF FOLLOWING FINAL SITE STABLDATION. ESTABLISHMENTAND FINAL STABILDATION. —aRr Ph'693168134 O INSTALL ROCK GONSTRIATI(IN ENTRANCE IN ACCORDANCE WRH DETAIL 2/C5.1 PI210R TO EXISTING GAS LINE 2.INSTALL ROCK CONSTRUCTION ENT RANCES,PRR)R TO EXCAVATN)N,TO PREVENT TRACKING EXCAVATION. CONCRETE PAVEMENT TO BE REMOVED FASTING UNDERGROUND COMMUNICATION LINE INSPEC ©2014 OF SEDIMENT ONTO PAVEMENTS IN THE LOCATIONS SHOWN AND AT AIL CONSTRUCTION VEHICLE ACCESS POINTS IN ACCCRDANCE WITH DETAIL 2105.1. O PROVIDE INLET PROTECTION IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AT EXISTING —•— EXISTING WATER LINE STORM SEWER PAET TO PROTECT STORM DRAINAGE SYSTEMS AGAINST SEDIMENTATION AS A 3.PROTECT FASTING STORM SEWER INLETS AND SYSTEMS AGAINST SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. „A_ RESULT DFCONSTRUCTIONREIATEDUIRTANDDEBRISINACCORDANCEWITMTHEPROJECT ROCK CONSTRUCTIDN ENTRANCE ,f'y,4• C EXISTING TREE TO REMAIN Consu 'L' SPECIFICATIONS. O REMOVE EXISTING TREE AND STUMPISHRUBE AS REWIRED FOR NEW CONSTRUCTION (CROSS 1—HED). 4.MAINTAIN THE PROPERTY.AD—ENT PROPERTIES.AND ADIACENT STREETS CLEAN FROM 1� ^ '� / EXISTING TREE AND STUMP TO BE REMOVED 00 WEPT ONADAILYEBASISANOADDIBRTR>.S YAS ONECTEDBYTHE ENTEREW M R 0 SAWCUT FASTING PAVEMENT FULL-0EPTH PRIOR TO REMOVAL(DASHED-TYPICAL). •.// /j%/� STRIP AND SALVAGE—EASING TOPSOIL f/ CITY.WITH A PICKUP SWEEPER OR EQUAL TO REMOVEANY ACCUMULATED SOIL MATERIAL- © REMOVE FASTING BTNMINOUSPAVEMENT(SHADED). •L� In> EX6TINGLIGHTPOLE 5.CONTRACTOR SHALL PROVIDE AND MAINTAIN AN ON-SITE CONCRETE WASHOUT CONTAINER. Q REMOVE EXISTING CONCRETE PAVEMENT ANDOR CONCRETE CURBING(SHADED). k �`^� FASTING SCHOOL BUILDING xe0 EXISTING FIRE HYDRANT COMPLLWT WITH REGULATORY AGENCY REQUIREMENTS.FOR ALL CONCRETE WASTE AND WASH WATER.CONTRACTORSHALLPROVIOESIGNAGEADNCENTTOTHEWASNWTFACILITY © REMOVE AND SALVAGE EXISTING BENCHES.REINSTALL IN LOCATION DETERMINED BY OWNER PROPERTY LINE AND OVERSEE AND ENFORCE CONCRETE WASTE MAWAGEMENT PROCEDURES. —6P/-- EXISTINGCONTOUR - O9 REMOVE AND SALVAGE EXISING SOCCER GOALANO COORpNATETIRNOVFR To OWNER. — —s— SILT FENCE S.PWCEAMINIMUMOF4'TOPSOILANDMINER WDOVFRRffP DM NALL03TURSED ® eee EASTINGSPOTELEVATION LAWN AREAS(EXCEPT IN NEW ATHLETIC FIELD AREAAND NEW STORMWATER FILTRATION ADJUST EXISTING CASTING TO NEW FINISH GRACE(SEE GRADING AWN). FACILITIES).NEW SOD SHALL BE MAINTAINED BY THE CONTRACTOR FORA MINIMUM OF 20 DAVIS. ® REMOVE AND DISPOSE OF FASTING FLAG POLE,BOLUIRDS,AHD FOOTINGS. —s''• EXISTING STORM SEWER PIPE TO REMAIN T.CONTRACTOR El—BE RESPONSIBLE FOR PERFORMING SWPPP INSPECTIONS AND MAINTAW LNG INSPECTION LOGS THROUGHOUT THE DURATION OF THE PROJECT AND REMAIN 0 REMOVE AND DISPOSE OF FASTING LIGHT FI%NRE.POLE.AND FOOTING(SEE ELECTRICAL). EXISTING STORM SEWER PIPE TO BE REMOVED RESPONSIBLE UNTIL THE CONSTRUCTION SITE IS FULLY STABILIZED AND THE GEN— ® PORTION OF EXISTING CONCRETE CURB AND GUTTER TO REMAIN. 00 EASING CATCH BASIN STORMWAIER PERMIT NOTICE OF TERMINATION HAS BEEN EXECUTED. ® REMOVE EXISTING STORM SEWERPIPE.CONTRACTOR SHALLBE RESPONSIBLEFOR +I>O EXISTING STORM MANHOLE IMPLEMENTING APPROPRIATE MEASURES TO MAINTAIN DRAINAGE DURING CONSTRUCTION. EXISTING SANITARY SEWER PIPE ® REMOVE EXISTING CATCH BASIN STRUCTURE PROTECT ANY EXISTING INLET AND OUTLET PIPES SCHEDULED TO REMAIN.CONTRACTOR SHALL BE RESPONSIBLE FOR IMFLEMENTING APPROPRIATE MEASURES TO MAINTAIN DRANAGE DURING CONSTRUCTION. ® REMOVEADDITIONALTREES(NOTSHOWN)ASREQUIREDFORGONST—TIONOFNEW STORMWATER FILTRATION FACILITY(SEE GRADING PLAN). I I 1 eei ee •.n 3 .p1• ___—_-- —__ NOR THP—ORT DRIVE I '�°M 1 S �MYTM >,/�° / m / 'e''• •wA, ' �°"' MCDRNER No AD a .w,.t SSK _------ .e,.a .eLa / •e°'�/ wk's^ I "OLIN O�TRACT. 7'rcY 5 •/ JVYz� 816.8 .way // .0 •�/� A pp�q 9PoCAxm. wa or ...,�„ri. 3 �( / ASS y.m., p No 0 FEN IS to / RRT L / / // w> \ ..A> ` ,.ate .«\• L�R., >>,es.�e,e.I�i„>: �\ •.R, e.< / / I n l / 3�E ISSUE LEVEL IREVISION: � I II .e,.. .e., .e.., I�.Nee.. r,—\\�° � � ..4.. / // /// ;";� .e>A, •».. .eae, � \� .e>a 1 '� ..,, I - A.— ROBBINSDALE AREA eM m •"t e > I Q SCHOOLS LSD#281 .,1n \ g"oseaai4cNEDinwNne<''e LYB 1 /FwsTJ m T p /« 6 SANaGE-ANJiSTtICjtPLLE=;•" / ' °ZQ � \ $— 2 ``� .el.. /I:eT,� .,, s. rB � -GC�cnTyGrGPSOIrF4RReG5r'. � / e•,.'�d � � \�\ ..,, ->T�d 42•, wA —� Q NORTHPORT ELEMENTARY SCHOOL � s I Pnpa we: •epa.A z^6TTes—— 5, /.ice� �p-' �iiA _ 9T� •wA> DEFERRED MAINTENANCE 'e i I rp w I &SITE IMPROVEMENTS d e,.`•✓ en'wMas w.../ d-/ / .,. ��” `.�”. .eX. I o��p •, ¢-�m �,/�+ / N p •«: $ ,e,,e °•� m / ' / .w 5 d"i 0d V BROOKLYN BLVD. u.5/`. >i elTUUlNOUS «• «' "° • s« m I J / sD ta Eg D oSEC M O:BR E EAYME h � S%1 p'" /'3^. B �I° ••1pa I�S 17�:'�•� �" ---. sBROOKLYN CENTER,MN 55429 •^ O -M 12.185] (SEE aERAL RNOTES cp H) gyp, I / I ' // •m..' b �e� �Y w,1 w` I I 1 I DEMOLITION 8 EROSION CONTROL PLAN e I \ i I '1 I .eu/ y .r / •fA.�+`+�43`' ��J� 'yi h 4�~ .s, .«., I 1 •w1.' I (NORTH PORTION OF SITE) m •J �1 / r R° •me _ ': s wAe ra I � / — —' .mr'ps' �'I / �' �, H B ._..L. / \ .._..�,"f & 1ATCH LINT _.. °_.. _.. .._ —..�lATC DATE: o4rzw14 ,� S89-50'57-E 1 CLIENT PROJECT No.: alnulNa $ %4 �/ WOC I. / / 'i'�. �.,r�r �°I�E, .w„ .w.. %� 39.21 INSPEC PROJECT No.: 2131oB $ \ It R�L W ( \ 1 I �'I .a,� \ 111 Y$ .' 'M ;gene .•`> I7 .>me No rROn/ PROJECT MGR: BEB .«.> . .. r DRAWN BY: JDD s DEMOLITION&EROSION CONTROL PLAN ® CHECKED BY: Mp s o IS 3o ea HKATH a NORTH SCALE:1•w 30'•0• 3 EROSION CONTROL NOTES: KEYED NOTES: LEGEND: 1.INSTALL SILT FENCE IN LOCATIONS SHOWN AND IN ACCORDANCE WITH DETAIL 1105.1 PRIOR TO O IT STALL SILT FENCE PRIOR TO EXCAVATION IN ACCORDANCE WITH DETAL 1105.1 AND MAINTAIN MI DWuth Street CONSTRUCTION—FIRES.MAINTAIN SILT FENCE THROUGHOUT THE DURATION OF THE HROUGHOUT DURATION OF THE PROJECT.REMOVE SILT FENCE AND RESTORE AFFECTED AREAS UY �I MIRRe9IwBR MN FOLLOWING FINK SITE STALL N. BITUMINOUS PAVEMENT TO BE REMOVED EXISTING UNDERGROUND ELECTRIC LINE SN2I RgIECT.REMOVE SILT FENCE AND RESTORE AFFECTED AREAS FOLLOWING TURF Ph.T63siA635N ESTABLISHMENTANDFINKSTABILIZATION. A♦s EXISTING GAS LINE O INSTALL ROCK CONSTRUCTION ENINANCE IN ACCORDANCE WITH DETAIL bC5.1 PRIOR TO 2.INSTALL ROCK CONSTRUCTION ENTRANCES.PRIOR TO EXCAVATION.TO PREVENT TRACANG EXCAVATION. °_ INSPEC ©2010 OF SEDIMENT ONTO PAVEMENTS IN THE LOCATIONS SHOWN AND AT ALL CONSTRUCTION CONCRETE PAVEMENT TO BE REMpVEO FASTING UNDERGROUND COMMUNICATION LINE VEHICLE ACCESS PDINTS IN ACCORDANCE WITH DETAL 21G5.1. O PROVIDE INLET PROTECTION IN ACCORDANCE WITH THE PROJECT SPECIFILATq IS AT EASTNG —.— EXISTING WATER LINE STORM SEWER INLET TO PROTECT STORM DRAINAGE SYSTEMS AGAINST SEDIMENTATION ABA 3.PROTECT EXIBTING STORM SEWER INLETS AND SYSTEMS AGAINST SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS IN ACCORDANCE WITH THE PROJECT ROCK CONSTRUCTION ENTRANCE SPECIFlLATIONS. OO REMOVEEXISTINGTREEANDBTUM HRUBSABREWIREDFORNEWCONSTRUCTION EXISTING TREE TO REMAIN CPnsuXants: (CROSSiNTCHEDI. I--' _•� yJs� //jj�� 0.MAINTAIN THE PROPERTY,MJACENT PROPERTEB,ANDApJACENT STREETS CLEAN FRdA l� ,^/ "1 y,(p/ ('//{�J EXISIING TREE qND STUMPTO BE REMOVED CONS TRUCTONCAUMUNRTANDDEBRIS.SITEPAVEMENTSANDADJACENTSTREETSMU ST SO �WCUT EXISTING PAVEMENT FULL#PITH PRIOR TO REMOVAL(Df5HE0-TYPICAL). // STRIP AND SALVAGE 5.OF EXISTING TOPSOIL 1'(`y( '�(� BE SWEPT ON A DAILY BASIS AND ADDRIONNLY As DIRECTED ECTED BY THE ENGINEER_OWNER OR CITY WITH A PICK UP BWEEPER OR EDUK TO REMOVE ANY ACCUMULATED SOIL MATERIAL. © REMOVE EXISTING BITUMINOUS PAVEMENT(SHADED). U. EXISTING LIGHTPOLE 5.CAN TRACTORSWILLPROVIDEg DWNTAINgNDN.S CONCRETEWASHOUTCON NER, Q REMOVE EXISTING CONCRETE PAVEMENT ANDIOR CONCRETE CURBING(SHADED). E%ISTING SCHOOL BUILDING NAB EXISTING FIRE HYDRANT COMPLIANT WITH REGULATORY AGENCY REQUIREMENTS.FOR AJL CONCRETE WASTE AND \ WASH WATER.CONTACTOR SHALL PROVIDE SIGNAGEADJACENT TO THE WASHOUT FACILITY SO REMOVE AND SALVAGE EXIBTING BENCHES.REINSTALL IN LOCATION DETERMINED BY OWNER _ PROPERTY UNE AND OVERSEE AND ENFORCE CONCRETE WASTE MANAGEMENT PROCEDUMS. O9 REMOVE AND SALVAGE EMITTING SOCCER GOAL ANDCOORDINATE TURNOVER TOOWNER --A6,-- FASTING CONTOUR mss_ SILT FENCE B.PUKE A MINIMUM OF C'TOPSOL AND MINERAL BOD OVER PREPARED SOILS IN ALL DISTURBED ® ADJUST FASTING CASTING TO FINISH GRADE(SEE GRADING RAN). EXISTING SPOT ELEVATION LAYVN gREIS(EXCEPT IN NEW ATHLETIC FIELD AREA AND NEW STORMWAIER FILTRATION i0'A° FACILITIES).NEW SOD BIWLL BE MAINTAINED BY THE CONTRACTOR FOR A MINIMUM OF SO DAYS. ® —xTS EXISTING STORM SEWER PIPE TO REMAIN REMOVE AND DISPOSE OF E%ISTNG FLAG POLE.BIXIMDS,AND FOOTINGS. 7.GONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING EW PPP INSPECTIONS AND MWNTAININGINSPECTION LOGS THROUGHOUT THE DURATION OF THE PROJECT AND REMAIN ® REMOVE AND DISPOSE OF E%ISIINGLIGNr FIXTURE,POLE,AND FOOTING(SEE ELECTRICAL). EXISTING STORM SEWER PRE TO BE REMOVED RESPONSIBLEUNTIL THE CONSTRUCTION SITE IS FULLY STABILIZED AND THE GENERAL ® ®O EXISTING CATCH BASIN STORMWATER PERMIT NOTICE OF TERMINATION HAS BEEN EXECUTED. PORTION OF FASTING CONCRETE CURBAND G1171ER N REMAIN. ® REMOVE FASTING STORM SEWER PIPE.CONTRACTOR SWHL BE RESPONSIBLE FOR _C, EXISTING STORM MANHOLE IMPLEMENTING APPROPRIATE MEASURES TO MWNTAN URNNAGE DURING CONSTRUCTION. —sws— EXISTING SANITARY SEWER PIPE ® REMOVE EXISTING CATCH BASIN STRUCTURE PROTECT ANY EXISTING INIETAND OUTLET PIPES SCHEWLED TO REMAN.CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING APPROPRIATE MEASURES TO MAINTAIN DRAINAGE WRING CONSTUCTKIN. ® REMOVE DDMA TREES(NOTSHOWN)q REQUIREDFORCONSTRUCTq NEW STORMIWATER FILTPATION FACILITY(SEE GRADING PLAN). 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INSPEC o 1�4 O NCROSS CHEUATHLETICFIELDAREA,SUBCUTE XSTNGSOILSTOADEPTNOFIO•BELOW NEW CONCRETE PAVEMENT UNDERGROUND ELECTRIC UNE FINISH GRADEANDREMOVEEX CESSMATERNL.PLAGEANDCOMPACTIO•SALVAGEDNATNE —Oxr EXISTING—LINE TOPSOILAND ADDITIONAL OW NER PROVIDED IMPORTED TOPSOIL DISCANGOR TILL SALVAGED AND IMPORTED SOILS TO PRODUCE A FULLY BLENDED TOPSOL MIXTURE. vs EXLSTNO UNDERGROUND COMMUNICATION LINE C 4 t NEW STORMWATER FILTRATION FACILITY ansu an s. 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O IN CROSSHATCHED ATHLETIC FIELD AREA.SUBCUT EXISTNG SOILS TO A DEPTH OF IO'BELOW NEW CONCRETE PAVEMENT Mtr EXISTING UNDERGROUND ELECTRIC LINE FINISH GRADEAND REMOVE EXCESS MATERML.PUKE AND COMPACT 10•SALVAGED NATNE EXISTING GAS LINE TO LAND ADDITIONAL OWNER PROVIDED IMPORTED TOPSOIL DISC ANDIOR TILL SALVAGED ws AND IMPORTED SOILS TO PRODUCE A FULLY BLENDED TOPSgL—RE. EXSSTING UNDERGROUND COMMUNICATION LINE NEW 6TORMWATER FILTRATION FACILITY L� LonsuAan,s. O, EXISTI NG CONCRETE BLAB TO BE REPLACED BY OWNER'S SEPARATE CONRiACFOR WRING THE —, EXISTING WATER LINE WEEK OF JUNE 9,2016. RACEAND COMPACTA 1tl BLENDED MIXTURE ,.A. �'`� OFSALVAGEDNATNETOPSDILANDOWNER r-' {. 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CBB 85830 08' NW 45 INV.•850.55 TTPEV CRATE EXISTING SCHOOL BUIDRIG era EXISTING LIGHT POLE O NEW e'DIAMETER PERFORATED DRAIN TILE PIPE WRAPPED IN GEOTEXTILE FABRIC(TYP.). 'c": } xma EXISTING FIRE HYDRANT CBT 851.80 08' N85MV.=BSOm ttPEC GPATE CBB 858.00 OB' NE INV.•853.00 R-25B1A —rrr BEEHNE OMTE EXISTING STORM SEWER PIPE W INV.IE%ISTJ•SM.10 NEW STORM SEWER PIPE C88 85835 Ba' SSW INV.(EXIST.)•BSR.90 ®i R-1802 — —__ SW INV.(NEW).852.i0 ttPECGRATE } NEW DRAIN TILE PIPE NV.(-,ST.)•850.50 MO EXISTING CATCH BASIN coome NEW CATCH BASINS RNp —TING STORM MANHOLE —sws— EXISTING SANITARY SEWER PIPE a \ d K S° NOR THPORT DRIVE _cur I NEW INV=8088 2RCP B3 ` lY Q 1.7% G81 x•v NEW'1� 1 / 20.T'N?M0 S. d' `�... 7 / } ISSUE LEVELI REVISION: DATE NP. S. ISB'4a0BYe N$ 4 ROBBINSDALE AREA SCHOOLS-ISO#281 0 c t If IZD/,i ' NORTHPORT o N Y ELEMENTARY SCHOOL a aM°j5 BoABDSJ / // �C J� jjai CT ' DEFERRED MAINTENANCE 8 SITE IMPROVEMENTS jr/ fez /� / /r / b d A. ,. >12 "9 5421 BROOKLYN BLVD. BTUMInws / { 4 / :.ro_en. BROOKLYN CENTER,MN 55429 ue.e� ��4.;77S5m''k. r., BI..I rn,Hxe UTILITY PLAN .0 (NORTH PORTION OF SITE) BITUMINas W1 V MATCH • 1, J) W \ y .._.. � DATE: wrzala CLIENT PROJECT No.: $ W - INSPEC PROJECT No.: z13 • a F PROJECT MGR: BEB DRAWN BY: loo UTILITY PLAN ® CHECKED BY: MDR D is 3a eo NORTH A SCALE:1•.30'-0' 3 KEYED NOTES: STORM SEWER SCHEDULE LEGEND: SMI DWuN SUeet Oj PROVIDE NEW FLARED END SECTION AND GRANITE RIP RAP AT STONM SEWER O,ITLGfN STRUCTURE RM Dk INVERT DETPk NEENPH ACCORDANCE WRH DETAIL35'C5.1 AN.—.1, N-.R ELEVATION ELEVATpN3 LASTING NO. NEW&TUMINOUS PAVEMENT —tc EXISTING UNDERGRWND ELECTRIC LINE IT.18}5�5-331 CBI 059.55 IB' SW INV.=855.05 R308T 0 CONNECT NEW STORM SEWER PIPE TO EXISTING CATCH BASIN STRUCTURE WITH WATERTIGHT ttPE V GRAZE —w— FXISTINGGAS 11NE INSPEC ©zom coNNECnoN. �• NE INV.•es3.m aaesl O CONNECT EXISTING S<ORM SEWER PIPES TO NEW CATCH&SIN STRUCTURE WRH WATERTGHi WINV.•850.50 ttRV—TIE NEW CONCRETE PAVE— I¢ EXLSTMG UNDERGROUND COMMUNICATpN LINE CDNNECTIONS. CBS 85200 IB' NW INV.•811.00 gEENNE GMTE —�— EXISTING WATER LINE © CORE DRILLCATCHB INSTRUCTUREANDCONNECTNEWDRA LEPB'E.GROUTCONNECTON CBM1 B58S0 .8' ENV.•854.15 RaOfiT ON BOTH THE INSIDE AND OUTSIDE OF THE STRUCTURE ttPEVGRATE NEW STORMWATER FILTI—N FACILITY c. 851.50 18• SIN.=850.8D R-]581A .. L- ` EXISTING TREE TO REM1WN Og PROVIDE CLEANOW AT END OF NEW DRAIN TILE PIPE EXTEND CLEANOUT TO A HEIGHT OF O' gEEHNE GRATE M. �J ABOVE FINIS.GRADE MID GAP. Ecc: ESB20 IB' NW 651NV.=BE0.55 TYPEV TGRATE ,:4"�� EXISTNGSCHO 1.11DING �sP EXISTINGLIGHTPOLE O6 NEW IV DWMEIER PERFORATED DRAIN TILE PIPE WRAPPED N GEOTEXTILE FABRIC(TYP.). R'1812 k'"� � � 851.00 IB' NBSNV.=850.30 n.nC GRATE mm! EXISTING FlRE HYDRANT —Do . . G BEEHNE GRATE EXISTING STORM SEWER%PE 85825 G' SSW INV.(NEW))•859.90 ®e '-1812 _ NEW STORM SEWER PPE SW INV-ST.1.859.70 ttPE C GRATE NEW DIiNN TILE PIPE E NV.(EXIST.1.850.50 t N m0 EXISTING CATCH BASIN ..0.0 NEWCATCHBASINS RNp EXISTING—N!MANHOLE —sws— EXISTING SANITARY SEWER PIPE BITDMIN- t lo 2 e o \ x B—NWS CONCRETE 9--�° LL RyNgby }, 0J(�. 3 I 5 =, .a I t f Izae 23 1.1 NEWFES a y ° INV 5 ° el ONCRE WLIE LEVEL 11 1014 OO L wAU i di�' � � �{ I I i ., ce5 I < Is•acs cu-m. �i1.. 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NEW BITUMINOUS PAVEMENT wT EXISTING UNDERGROUND ELECTRIC LINE 5512] O2 PROVIDE AND INSTALL NEW SIGN AND POST(SEE SIGN SCHEDULE). R.s EXISTING GAS LINE q t 1 Rt-t WNITE p1 RED 30'%30' G NA BLACK ON WHRE trxzA• INSPEC O3 CONSTRUCT NEW ACCESSIBLE CURB RAMP IN ACCORDANCE WITH DETAIL 2/C5.2. �` NEW CONCRETE PAVEMENT MX' EXISTING UNGERGROUNO COMMUNICATION LINE T a O PROVIDE AND MOUNT NEW SIGN(S)TO NEW BARRIER GATE(SEE SIGN SCHEDULE). -I EXISTINGWATERLINE O5 PROVIDE AND INSTALL NEW DISABILITY PARKING SIGN AND POST IN ACCORDANCE DETAIL5.2. sOEwuK iO NEW STOTtMWgTER FILTRATION FACILITY �µ,.• rr^�- BLACKA.1 RED © PROVIDE AND INSTALL 26'BARRIER GATE AND STOP POST IN ACCORDANCE WITH PETAL MC52 � S'. t'� EXISTING TREE TO REMNN - � �t ON WHITE �X2A' _ � NA .NW.- 2<•%2p• OT PROVIDE AND INSTALL t2 BARRIER GATE AND STOP POST IN ACCORDANCE WITH DETAIL NCS2 IT, r/��� ��CFEI�DELS AREA TO IRRATETPO 'Y ���...�/JJ NEry TREE(SEE PLANT SCHEDIttE) 0 BACKFLL INTERIOR OF NEW CURBED ISLAND W-TOPSOLANDA•CEDORWOODMULCH. jILL 05 PROVIDE AND INSTALL NEW 3D FLAGPOLE IN CONCRETE FOOTING. - EXJSITNG LIGHT POLE C ® RSt RED ON WNTIE 30'X30' 1 a NA BLACK ONWHITE 2A'X30' EXISTING SCHOOL GUIDING EXISTING FIRE HYDRANT ® TO AULOK SEEDING BE PERFORMED Y AREA SEPARATE AUGUST t2,2pta, TO ALLOW SEEDING TO BE PERFORMED BY OWNERS SEPARATE CONTRACTOR �-� PROPERTY ONE - ® IN ALLD BBEDIAWNAREAS,EX CLUDINGNEWATHLETICFIEL DAREAANDNEWETORMWATER -sT- EXISTING STORM SEWER PIPE NO FILTRATION FACILITIES,PREPARE SUBGRADE SOILS IN ACCORDANCE WITH PROJECT 2 MOTOR R. BLACKONWHITE X �I a N.A. BUJEANV BUCK 2C'X 36' SPECIFICATIONS AND PLACE P TOPSOIL AND MINERAL SOD.NEWLY PLACED SOD SHALL BE NEW.-SEWER PIPE ON WHITE MAINTAINED BY THE CONTRACTOR FORA MINIMUM OF 30 DAYS DR UI I-ACCEPTED BY THE VEHICLE OWNER TIEEX ISTINGWATERPRESSUREANDWATERSLWRYFl20MTIEBUIDINGM4Y BE °O EXISTNIG CATCH(Y1SIN PLANT SCHEDULE FULLY SUFFICIENT FOR THE CONTRACTOR'S MAINTENANCE OF THE SOD.CONTRACTOR SHALL PROVIDEALLEOUIPMENT(LE PUMPS.WATERTRUCKS.TEMPORARYIRRIGATIONSYSTEMS, CS CBe NEW CATCH BASINS CODE COMMON NAME BOTANICAL IUME SIZE STOMGETANKS,HOSES,ETC...)NECESSARYTOROUTINELYWATERMDMNNTANTHESOU (Ott) E RTdm BLUE ON WHITE tY%18' K PROCEED NA BLACKONWHITE THROUGHOUT THE MAINTENANCE PERIOD. -o EXISTING STORM MANHOLE rel NORWAY SPRUCE Pkea ales S HGT. ® PROVIDE<'W23E OPENING IN NEW FENCING SYSTEM -M^'T- EXISTING SANITARY SEWER PPE B (20) TECHNYARBORVITAE Tnu)e occpanWe TeclKry' 5'HGT. PUNT OUMTtt F Ft- BIUEONWHYE % A PLANTCODE 1 � 1 s5 NORTHPORT DRIVE I mB 1 / G 2 I 2 ALONG WEST EDGE OF SUS \ _ STAGING U D � lac rNEWAR816BB RCPRo ES `E %' =—_� 5'. ,<tp0 w+ I o I IssPes ano revsons'. �/�; A A • N ISSUELEVELIREVB- DATE: NA: -T,Rcg' J Ai V NIC EP NG STALLS I ^ 1 i r WRINO A O Tw '^ NPN.N1100L Hp(1R3�, I B2 � T , j I � f1INMINOU3 A\.. o f ' I I m r ry AVEMEMND "'l/h~~ O ROBBINSDALE AREA h I ► \ '� p 2 I rEASo 1 SCHOOLS ISD#281 A 2 SBSSOZrE NORTHPORT �f D �aa ;'L' ELEMENTARY SCHOOL DEFERRED MAINTENANCE MNH^°B BDN D eps r? 1 &SITE IMPROVEMENTS - =41 - `•�{I I\ ° '�' � {fir. I� 5421 BROOKLYN BLVD. MUMWDUS W BROOKLYN CENTER,M N 55429 I c sn..It \ \4 LAYOUT,LANDSCAPING,d STRIPING PLAN (NORTH PORTION OF BITE) e I I 9 ° ..,.,,�,...,..., ° + 8 MATCH FIEN _ DATE: o2rzww CENT PROJECT No.: INSPEC PROJECT ND.: 21310e .f q' PROJECT?, -� MGR: Ea B ` < g d+V .. �.�c T �I- _'1~--- �1 DRAWN BY: JDD MDR g LAYOUT,LANDSCAPING,&STRIPING PLAN CHECKED BY: = D is m By NORTH sne.l H... °a NORTH SCALE:l'-30'-D' C4.1 3 KEYED NOTES: LEGEND: STANDARD SIGN SCHEDULE CUSTOM SIGN SCHEDULE SMII DWNN Sheet O, CONSTRUCT CONCRETEAPRONANDSIOEWALKIN ACCORDANCEY HDETAIL11C52ANDCITVOF SYMBOL SIGN PICTURE SIGN ND. COLOR 512E SYMBOL SIGN PICTURE SIGN NO. —OR SIZE �- 3MNn.aPOIb,MN BROOKLYN CENTER STPNIMRD PUTE 405. NEW BITUMINOUS PAVEMENT EXISTING UNDERGROUND ELECTRIC LINE PIL 1633263/30 2O PROVIDE AND INSTALL NEW SIGN AND POST(SEE SIGN SCHEDULE). —°P— EXISTNGGASLINE _ I L RI-1 WHITE ON RED 3tl'XM G O NA BLACK ON WHITE lrxae• INSPEC JO CONSTRUCT NEW ACCESSIBLE CURB RAMP IN ACCORDANCE WITH DETAIL 1/C52. � NEW CONCRETE PAVEMENT EXISTING UNDERGROUND COMMUNICATION LINE O PROVIDE AND MOUNT NEW SIGN(5)TO NEW BARRIER GATE(SEE SIGN SCHEDLI-M. . EXISTINGWATERLINE OS PROVIDE AND INSTALL NEW DISABILITY PARKING SIGN AND POST IN ACCORDANCE DETAIL 3'C5.2. NEW STORMWATER FILTRATION FACILITY BIACKANDRFO JYA.� EXISTING TREE TO REMAIN SCHOOL MAIN NA BLACKON WHITE p•X24• © PROVIDE AND INSTALL 25 BARRIER GATE AND STOP POST IN ACCORDANCE WITH OETALUC52 111II???? 1.�2 � B �1 ON WHITE �X� H ENTppNLE O PROVIDE AND INSTALL I2 BARRIER GATE AND STOP POST IN ACCORDANCE YVRH DETAIL MC52 Y AND BECFIELD AREA TO BE IRRIGATED C NEWTREE(SEERANTSCHEDULE) AND SEEDED BY OWNERS SEPARATE OB BACKFLL INTERIOR OF NEW CURBEO6LAND WITH 4•TOPSOL AND 4'CEDAR WOOD MULCH. L/J1•� CONTRACTORS OS PROVIDE AND INSTALL NEW 30'FLAGPOLE IN CONCRETE FOOTING. MY EXISTING LIGHT POLE C R61 RFD ON WHffE 30•%30• I NA BUCK ON WHITE 24•XDII• ® EXISTINGSCHOOLBUEDING xro® EXISTING FIRE HYDRANT ® Kn;® ALL WORK SEEDING TO OW AREA EPXRATCCMTRACTOYAUGUST 12.2011. TO ALLOW SEEOINGTO BE PERFORMED BY OWNER'S BEPARATE CONTRACTOR PROPERTY LINE © MALLDI STURBEDLAWNMEAS,EXCLUDINGNCW ATHLETX:FM3DARFAANDNEWSTORMWATER —'^T— EXISTING STORM SEWER PIPE _ NO FILTRATION FACILITIES,PREPARE SUBGRADE SOILS IN ACCORDANCEWIDI PROJECT MOTOR R53 I—KONWHITE 2PX24• J NA .-E ANH— 24•XBV SPECIFICATI ONS AND PUCE 4•TOPSOIL AND MINERAL SOD.NEWLY RACED SOD SHALL BE NEW STORM SEWER PIPE MAINTAINED BY THE CONTRACTOR FOR A MINIMUM OF 30 DAYS OR UNTI.ACCEPTED BY THE VEHICLE e OWN ER.THE EXISTING WATER PRESSURE AND WATER SUPPLY FROM THE BUIUING MAY NOT BE °O EXISTING DITCH BASIN PLANT SCHEDULE FULLY SUf—ENT FOR THE CONTRACTOR'S MAINTENANCE OF THE SOD.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT(I.E.PUMPS,WATER TRUCKS.TEMPORARY IRRIGATION SYSTEMS. m0 c.0 NEW CATCH BASN15 CODE COMMOry NAME BOTANICAL NAME SRE STORAGETANKS,HOSES,ETC...)NECESSARY TO ROUTINELY WATER AND MAINTAIN THE SOD (DT,) BLUEONWHRE I—, Pam NA BLACKON WHITE 24•%24• THROUGHOUT THE MAINTENANCE PERIOD. RHO EXISTING STORM MANHDLE A – (S) NORWAY SPRUCE Rcea alas —T. ® PROVIDE 4'WIDE OPENING IN NEW FENCINGSYSTEM. —sWS— EXISTING SANITARY SEWERRPE B) ARSDRVITAE TKaIa ACSMBnm4 Tecmry' SNGT. o—RANT WANTT. F R]-06P BLUE ON WHITE 12'X6' ,1 A RANI CODE f No- /EIJIIFI yh.2y PIPµ / $ e\�•d� .. ..fir.:..—..— ..—.._..— _.. .. :'{R�5 .. t T KLINE _, s, .—..—..—.. .._ ,.,..s^'•�' _.. I T A .0937'E 39.21_50 --- BTUNINas O c° $ i � .. {Y ] (7 I If•— I It I tpfi f m I I O So "� Y•-•-�A.q B 11 � 5. I O ISTNO SABLE D 6 L m E b e 5. 10 I IC 1 y. I cuRB D .d] ya 11 IQ �r - tp c ^Q�me �• IN 5 CURB I YIs$I/!!_amrnuTa n L'W�g4, I fiyy..,, E EXPAND 5 C; W \ I ISSUE IEVELII�VIS1pM OATS: \ T p CDNCRE �t439'09' c.. MALL 6�we.97 _ :y�y i O SRCI@'NMMWS e e � I"'Imp c ° v a1 mew E u�'P.AMI aµe�xy CB1��__-__ LL G , e ] aPT \\ ROBBINSDALE AREA ° K.•dA.J A ,a I +,' ' ! 3 ,� �*,rs;M" .Y e 1 u '°.� 'a°Tw xDG - 6837 M.M. `\�'' \• DG"L"Er , ' I RAP•'H.°, `rRLP N �pDR/ ..d� Q�2256'17' \ CI,RB SCHOOLS-ISD#281 FF: w \ \ ° � O w� III (� 4 5+ �Y s CRETE \ NORTHPORT o _�. S e ELEMENTARY SCHOOL nN88772rw 5 H RR V B 5 __ --- ' � y It aWD RaI.NIIP� ,s EDGE uMWD 5 \ DEFERRED MAINTENANCE \ I 8 SITE IMPROVEMENTS a 5421 BROOKLYN BLVD. • \ —__ ___ BROOKLYN CENTER,MN 55429 sI.N o,AlaKe e O Z. LAYOUT,LANDSCAPING,&STRIPING PLAN \ I v nSRT�x souTH 1w IT 1so FT OF LOT \ AS TED (SOUTH PORTION OF SITE) �' DS MONUMQI AND YC11 �BIE]JOI�YM� Z DATE: —14 B CLIENT PROJECT No.: INSPEC PROJECT No.: z1D10B PROJECT MGR: BES DRAWN BY: JDD m LAYOUT,LANDSCAPING,8 STRIPING PLAN CHECKED BY: MDR '1 11 m eo —TH ® sraa Na: nl C'+ EE'''')) °a rvoe �4.L SCALE:1'=30'-0' 3 —I dJIN SBeeL 554 5Wlraspols,MN NOTES: 72 NOTES: Ph 9635163131 1. XB'TRENCH ALONG THE INTENDED FENCE FENCE LINE 1. ROCK SUM SHOULD EE I'TOrIN SIZE SUCH AS MN'DOT CA-t OR LA4 COURSE INSPEC Q 211 AGGREGATE DYASNED). 2 DOWNHILLPOBTBF HE TRENCH. AT THE DOWNHILL SIDE OF THE TRENCH. 2 UNDER ING SOIL MAY STONED UNDER THE ROCK TO PREVENT MIGRATION OF THE POST(METAL OR WOOD 2'1(2') UNDERLYING SOIL ANTOINE STONE. 3. WIRE FENCING PER HENNEPIN COUNtt VARIABLE iHICNNESS HDPP ADJUSTING SEE STORM SEWER SCHEDULE - CONSERVATIONDISTRICTEROSIONANp 3. PLACE ANO MVJNTMN nMBERSECTION IN FRONT OF CONCRETE CURB AND GUTTER RINGS AS THICKUDE(4'MIN.,tr 1NVC). ON SHEETS C3.1dC32 FOR SEDIMENT CONTROL MlWUALMESHMUST BEA I PIAGE FULL SECTION ANO TAPERED SECTON TO ENSURE TIAT VEHICLES MID APPLY BLrvLS NT BETWEEN THE NEENAH CASTING NUMBER MINIMUM OF r INTO THE GROUND AND NO WIRE MESH(14112 MM.GA) EQUIPMENT CROSSING THE CONCRETE CURB DO NOT DAMAGE THE CURB AND GUTTER. FINAL FIRST RINGAND THE STRUCTURE AND MORE THAN 36'ABOVE THE ORIGINN GROUND FINAL OE THE UPPER RING AND THE CASTING. SURFACE 4. REPAIR ANY DAMAGED CDNCRETE CURB AND GUTTERTO MATCH EXISTING. WRAP THE RING AND CASTING.. I COMPACTED A NONWOVEN GEOTE—LE FABRIC. PRECAST REINFORCED CONE 0. LAY OUT SILT FENCE ON THE UPHILL SIDE BACKAUL AND RISER SECTIONS ALONG THE FENCE LINE AND BACK FILL. FILTER FABRIC(36'MAIL IR.) I— CONFORMING O ASTM O IT8.PROVIDE TOP BILAB WHERE 5. WOOD POSTS MAY BE SPACED UP TO 4 FEET HARD SURFACE PUBLIC RGADYVAY (= Ili_I-&=D�(M N��I I TOTAL BUILD DOES NOT APART IF WIRE MESH IS NOT USED TO SUPPORT EXISTNO ACCOMMODATE CONE SECTION WIR THE FABRIC.IF E MESH IS USED TO EO IIII F=1111 SUBGW♦DE BTEP518'ON CENTER SUPPORT THE FABRIC,STEEL POSTS MAY BE BACK F-1 X IF 0°0. t1t17��1- O.B.IIL SOL ON DOWNSTREAM SIDE JgNTS BETWEEN PRECAST SPACED UP TO FEET APART. TRENCH P°' _ II ONSIDE- III SECTKXVS SHALLUSEDRING d. REMOVE SILT FENCE AFTER TURF IS _� .NqI, I= III LI DKOP IIII —I RUBBER GASKETS ESTABLISHED. °°° PIDE CONFORMING TO ASTM C443 OC SEE NOTE] °00oo 0oP III�I - I TO�TN: DOGHOUSES SHALL BE HMG TO M NOTE W : SEE STORM ALL PIPE CONNECTIONS TO ft C �D I III III o 00 0 00 o q:t ���� — CEET W CONNECTIONS STRUCTURE VIII OSHA REQUIREMENTS. GROUTED ON BOTH THE SEWER SCHEDULE STRUCORESHALL BE °00o Oo Ooo p�Oeo eo 0e INSIDEANDOUTSIDEOF 111 IL�IIII JIIIIII=_I THE STRUCTURE I IIII=111 - - e ooe oo °°O °o°o oDO NEW 6'RRECAST CONCRETE III IIII °II�I�I'--- III III III o °° ° o II— VIII° °IIII —III Ijjj-= I z I=I IjjJ_I_JJIF—� J� ° °°OOO Oao OO Oo Ooh III SPRING LINE ° BASE SWB 1111 IWti I VIII iIII 1IIII-I IIII IIIIrIII II III VIII 1111 11111 PRrOrwABHFDRDLK ` °e°°o 00 0^ E I O NEW STORM SEWER PIPE oVIDEDWHFREVER IIII=IIII III III ICI I= 1 rI 11 1111=I B OJET ENTERS PROJECT SITES C.—TIDBAND II- K I AS REWIRED CM D FORMN TO 2'MINIMUM 6ERMWRH4:1 —IILL� I pOT 3149 TO SIDE SLOPES r0 MINM RUNOFF FROM SITE EXlsnrlc soy SILT FENCE DETAIL z ROCK CONSTRUCTION ENTRANCE X31 PIPE BEDDING DETAIL a CATCH BASIN DETAIL 5, NO SCALE $, NpbGLLE $, NO SCALE 5 ND SCALE 1-1?MNDOT 2A0 ERWEA240 b1?MNDOT 23W SPNWB230 NOTE: - ..K..=� - "-.K..=i - - -'?•iii.=i - "-if=i BUBMIT JOINTINGPA TIETHEIAST 6JOINTSONINLETPIPE -----o=- - -o_-----•--- _ii`_ _- "�-•- -"- -- �- ENGNEER FOR REVIEW R AND BED IN GRANULAR MATERIAL. B RIPRAP PRIO r ♦ TO PERFORMING WORK USE 2 TIE DOLT FASTENERS DEG FROM PER JOINT 1 z 6 CLASS 5 CRUSHED 1IY BOTTOM OF PI8 DEG FROM TOP OR NONWOVEN E LIME GATE ASE EILABTOME SEALANT USE 5'8'TIE FOR PIAE SIZES 1r 021'. A -VOQ �O A GEOTEXTIIE FABRIC S ION B$ A NEW1r MODIFIEDSELECT Jc°..atk,�k�ek�?e4kigld u.♦` .y Ylyaekarc�a a NEW RITUMINOUSPAVEMENT MINIMUM B C.Y.CUlSS L a 9 III GRANITE RIWAP � GRANULAR BORROW Lt�••" y� N Jed<rk a,kikka�.,4d;L e: rckeik o.Lwkl.d.2�e":td}S; /� L•x•rc• SAW CUT JOINTIN NEW M SITU INWS f/ NOTES: — — ay&."xk.rck:rc-0`y"O Hksy.�'14 k.FJk Ke . PAVEMENT SPACE040'O.C. wma...n or.eww.vn IIV�V/v)/ B 1.LAND PLACE GRANRE RIPRAP ARWND SIDES AND OVER TOP PLAN OF F.ES Lk,rckwVi:k....bki.c,� e TJ �'3 kZ}."s$Jdrs 2. PIALE NONWOVEN GEOTEXTIE FABRIC UNDER RIPRAPAND EXTENOMGIUNDER F.E.S. in R1PR1P OUT FROM THE APRON — — NEW 6-PERFORATED DRAIN 1La:k.Y9:tk�a:Rk'e k` S L t k k"4°'`ke<kt 3. MONWPL STONES SNAIL NOT WEIGH LESS THAN 50 POUNDS 5lWLNOT BE HIGHER TWWI� I--I I� — TILE WRAPPEDM FABRC { F. a � aett a'"'^m moTMmnm EACXEXCEPTTHOSEUEEDFORCHINKING. THE APRON NVERi. IIHIII I—IIII—IIII IAIIII I) III SLOPED AT%MIN. HJ 4a:kt:kJ..xk lJlg e.rkexkixk+ek+5klek+z�;ck+d�J 4171 �� 1=11(� p111°I m llII1ll ��— sm i _ IIII III EXISnNGSU3 NE GRADESOIL 1�III 1L�1ID—I I VII_I—VIII—IIII III IIII IIIIII -GRADEDANDCOMPA—D W BASE AGGREGATE n4MBY �rtM:x�. a na 1 II�lu�III�III�IIJ III IIIIIIII°IIIII 1 SECTION A-A NoN .VEN FEE FABRIC N — T � EXTEND t'UNDER DER FES ISSUE LEVEL/REVISION: DATE: NA.: T INSTALL3HOT TRASH GUARD TO O FASTEN TRASH GUMpTO F.ES. 5 FLARED END WITH TRASH GUARD @ RIPRAP AT FLARED END DETAIL BITUMINOUS PAVEMENT DETAIL SAW AND SEAL DETAIL 5. NO SCALE 5. NO SCALE 5. NO SCALE 5. NO BCALE >b P3 ccem: ROBBINSDALE AREA NCUT U—INS,PROVIDES SCHOOLS-ISD#281 B TRICK CONCRETE GUTTER SECTION IS DPLA WITH TOPSOL AND PL L WITH TOPSOIL 0 PLACE F9NERM SOD 8' tY AND PLACE MINERAL SOD IN LAWN AREAS PORTLAND CEMENT IN WN AREAS PORN CEMEM coNc R (WRACPETE CONCRETE(OURACRETE 9I I C MR FOR 314' ORAPPROVEDE—) ORAPPROVEDEQUAL) 11 1j Ull!— PE FOOT FOR Sy MR, _E NORTHPORT m T-7 l= _' •11- NEW4'BTNMNOUS 1=I� ° II- NEW 4'BTUMMOVS ELEMENTARY SCHOOL SIDE SLOPE OF NEW CONCRETE SIDEWALKS SHILL BE 1%(1:100) A ILL t� '• l_1 PAVEMENL PAED IN II ? II- PAVEMENT PUKED IN MINIMUM SHALLNDTEXCEED%( ).ANOMVETWMTADA REQUIREMENTS. Fi3 2. MUM SLOPE M THE WALKING DIRECTION SHAD NOT EXCEED 5%(1 20)AND MUST MEET ADP REQUIREMENTS G 3. AT SIMTOLO--IONS(SERVICEVEHICLECROSSINGS),PLACE9- aJ PORTUJIO TO CEMEM CONCRETE IN LIEU OF F AND SAWCUT JdM3 'd NEW BITUMINOUS ADE NEW CLASS S NEW P CIASSS CRUSH ED LIMESTONE RUS HED LIMESTO NE DEFERRED MAINTENANCE SAWCUT CONTRACTION BASE AGGREGATE E GGRG OIN 6: BL SITE IMPROVEMENTS NEW Ir PORTLAND ..:. .' NEW IT MODIFED 5421 BROOKLYN BLVD.E CEMENTCONLRETE II NEW tr MODIFIED I i (DURACRETE OR SELECT GRANULAR SELECT GRANULAR -•r APPRWEDEOUM) 9ORRDw BORROW BROOKLYN CENTER,MN 55429 NEW W CRUSHED INDUCED CRACK r� L MESTONE CLASS 5 _ — SM1esl cmb14 8 BASE AGGREGATE • • NEW4'CRUSHED - LIMESTONE CLASS 5 IJJ IIII f 1I 11 II IIII IIII IIII NEW PERFORATED MIPER ORA ED _ BASE ACCREGArE — _ WRAPPED DETAILS _ W fi DRAIN TILE WRAPPED 7 I I I IIII=I - I M FABRIC SLOPED AT Z IIII IN FABRIC ELOPED AT a ��l _ f�lII III I ICII >B I I I I II IIII IIII 0.5%MIN. I II�IIIIIII I 11 pS%M9N. x IIII IIII II IIII IIII EXISTING SUBGRADE SOIL _ _ WII� _ II'HI I�II� I=�j1-jl WHE�SWIRED TO BIE TO TO BE GRADED AND IL I TO TO BE GRADED AND L I COMP BEGUPADEO AND I I I Its l— 1a=1 I I= GRADEDANDCOMPACTEID COMPAC ED COMPACTED __ COMPACTED = JL� III III®III III�IIIIIII—III�III TTT DATE: —14 CLIENT PROJECT ND 9 BITUMINOUS TRAIL DETAIL o CONCRETE SIDEWALK DETAIL n B6-18 CONCRETE CURB DETAIL �z SURMOUNTABLE CONCRETE CURB DETAIL INSPEC PROJECTN..: z131p6 PROJECT MGR: BEB % 5. NO SCALE 5. NO SCALE 5, NO SCALE 5 NO SCALE DRAWN BY: JDD CHECKED BY: MDR 9 SAIL Na: /'�CC e ^J.1 3 TOP OF POST TO OF POST -I SBeet NEW 8'PORTLAND MiNTleq�olla,MN 12'RAD. 12'RAD. 1%IMN.I CEMENT CONCRETE 554YL 8% (GURACRETE OR Ph 3636463939 SLOES4, APPROVED EOUA) - - NEW SIGN NEW SIGN .PER,T• -_}5 MAX SLOPE OF 2%IN ALL SEE DETAIL BELOW) (SEE SETAE BELOW) INSPEC ©20+4 NEW 8-CRUSHED DIRECTIONS AREA LIMESTONE CLASS 5 LANDING PREP(4'X 4'MIN.) , S1SE AGGREGATE PLAQUE IN ONE LOCATION NEW SIGN POST NEW ACCESSIBLE PEDESTRIAN ��1 G OVIDE INANE iii..ii n�lll Iii •'. CURB RAMP CONSISTING O 6' BEE' PORTEND CEMENT CONCRETE O.D. D.RACRETEIOVER4'BASE . OF0 NEW SIGN POST �� D SAFETY YELLOW.PIPE AGGREGATE F p PAINTED SAFETY YELLOW.FILL �,INBNJ - ¢ ANNULAR SPACE WITH CONCRETE. SECTION A-A NEW BITUMINOUS - n S r$ ENTRANCE DRNE .S - PROVIDE 12'CROWN _I III "",.'�, •.':A, .. - - - - - tY DIAL CONCRETE FOOTING (MWOOT- yJ'4iUJJIrlII C ONCRETE "PIt�OW�APERF.P„\ y ' tY ,, .... - SIDE wAIt WITHIN CD TBCtJ[2�-\ �.. IBHJ - NEALIATION A CITY RIG—-WAY ANDS E \ N LAWN AREA i \ + 1aPG71� 11�gim q V 'jDEtE- AII�+MG.LT�NF9RM DVE 1 \112 4MCK. NOTES: " To MMOOj YI%TE J838 r \ PJEEEORMEb 1) I �_1+! umaNrw PANELS EC SPACECONCRETECONTROLJON]SSUCHMAT 4 COEDIT COALED CAST IRbN Y j PA\\ \\ \ q RI;lNLTEnI�B._�. �`\� c/•'F'��EIGM gLYyA]pll L it ® II \II\ \1ANCREIE CURB x—�- MAMMUMPANELDIMENSIONSAREIO'X10. DECREASE CURB „' \1��\i II\\\11\\�I\� 1 \ \1\ \ �\\��!\\-AND GUTTER HEIGHT TO O'AT STREET - �\I\\'�\II\.I�1\ �1 11 _ FULLY REFLECTORIEED METAL SIGN NBTAL—IN ® CONCRETE SIDEWALK THROUGH DRNE SHALL EDGE OF SIDEWALX MEETINGTHEREOUIREMENTSOFMN PAVEMENT AREA BE 0'THICK STATE STATLNE 1fi9.346 WITH WHITE STANDARD-11 LEGENDAND BORDER ON BLUE CURB S GUTTER IN BACKGROUND CITY STREET n CONCRETE APRON WITH SIDEWALK ACCESSIBLE CURB RAMP ISO. DISABILITY PARKING SIGN DETAILS Fj N09CALE 5, NO SCALE Tj NO SCILLE ' 9'O.D.END OR td18'OA. z-112'0.0. 12X12356AVM 1Y-0' 1YX12358AUN ZB'-0' CORNER POST TO RAIL LINE POSTS NLOY CASTINGMEASUPED FROM CENTER OFSNDPOST TO THE END OF NOSE PB:CE PROVIDE EYELET ALLOY GA6TING MEASURED FROM CENTER OF STUD POS OTHE END OF NOSE PIECE WITH DOME CAP SHOE SASE WELD DOMETOPON SHOE SASE 33]S OD CONCRETE FILLED BOLLARD NYLON DISC 22.]S 2925' NYLON DISC 24S NEW 6'O.D.SCHEDULE BO SPRING LOADED LOCCLOSEDTSI STEEL CRETEAILLEO WITH SECUR LOADEDLRCLOED POST SPIIGE WRH SECUREIN OPENOCLOSED POSITION CONCRETE ANp PAINTED I SECURE NOPEN OR CLOSED POSITION SOUS 1 m SAFETY YELLOW ,I T.5-OD 1 3' i.b'Op §g FINISH GRADE 1N0'O.D.BOTICIA 75'Op INSTALLED Y OVE FINISH GRADE 'II ALUM - _ n 18'DIA POURED I 3,3]500 n n SHOE III 6'625 3.5TS W ^ $ CONCRETE FOOTING n SHOE FINISH GRADE DD ROSE 11-CDNLRETE FDDnrvGATCOR II I I III I I _ri AND END POETS -�� T 12'VEHICLE BARRIER GATE I ki�BaTS 26'VEHICLE BARRIER GATE I v IF 1, fRAME MATERIAL AlOY 8083]6 r 1. FRAME MATERIAL ALLOY fi08STd SCHEDULE 40 OF ASTM DESIGNATION i SCHEDULE GOOF ASTM pESIGNATION I 2. MANNUFACTUREDBYSECURITY 2 MANUFACTURED BYSECURITY aunsc C FABRICATORS,INC...UFAYETTE I1` FABRICATORS.INC.,3211AFAYETTE SUBGRAM 500. III III III IIII I I III _ .I '• I AVENUE.KENILWORTH,NJ OTp33 _ '• AVENUE.NENILWORT3.NIOml3 I� - PH'71 - °"°°°°'2611 Ill III�II I IIII IIII -°` - STOP POST - H. ana fBYNM"F Bn O.c.IMnXJ ISSUE LEVELIREVISION: DATE Na 5, No s BARRICADE GATE DETAILS CHAIN-LINK FENCE DETAIL cALe 5- No scALE ----- a F cMRL 3 ROBBINSDALE AREA s INFILTRATION CELL CONSTRUCTION SEQUENCING SCHOOLS-ISD#281 1. F 1OR TO CONSTRUCnON.THE AREA OF THEN BASIN MUST SE e F PROTECTED BYTRU FENCE,CONSTRUCTION FENCE OR OTHER METHOD IN 't PREVENT CONSTRUCTION EOUIPMENT FRpA COMPACTING THE UNDERLYING OVERHANG RAIL TOM SGUS ld9-D.O. MIN. 2. E NNGSITE LE,THE FILTRATION CELL MUST BECONSTRUCTED AFTER THE REMWNING SITE AND TRIBUTARY AREAS IUVE BEEN GRADES AND 8 OVER .RAFTER D.YO.D.MN, 3. TO TIE EXTENT POSSIBLE EX 11ON MUST BE PERFORMED BY EOUIPMENT NOTES: NORTHPO RT WITH TRACKS EXERTING REIATNELY LIGHT PRESSURES TO PREVENT THE BASIN 1.COORDINATE ATHLETIC FIELD CONSTRUCTION ACWITH S TOPVRNL015'00'O.O.DMRTT FLOOR FROM BEING COMPACTED,WHICH REDUCES THE INF&TRATLON CAPACITY. OWNERS SEPARATE CONTRACTOR RESPONSIBLE FO NEW 30'PIANTING MEDIUM WITHA 4 AFTERFINALGRADNG.THEFILTRATIONBASNFLOORMV STSETILEDTOADEPTH NSTALLINGNEW UNDERGROUNDIRRIGATbNSYSTEM. ELEMENTARY SCHOOL g "WE- OF AT LEAST 6 INCHES TO PROVIDE ARATED,POROUS]ENDURE,SIX 2.ALL CONSTRUCTION IN THE ATHLETIC FIELD AREA MUST BE FABRIC THIS SIDE.YMESH, OF 50-80%CONSTRUCTION BAWD AND INCHES OF COMPOST MUST BE TILLED IN AT THE SAME TIME COMPETED PRIOR TO AUGUST 12.2014.FOR SEEDING TO OCCUR 9 GAUGE FOR UPPER 8%ET 40-50%ORGANIC LEAF COMPOST 5. THE BOTTOM AND SIDE SLOPE50F THE CELL MUST BE IMMEDIATELY STABEYED BYOWNER R SSEPARATECONTRACTO I idle AND OVERHANG,6 GAUGE FOLLOWING PLACEMENT OF THE PLANTING MEDIUM. 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DUAL WALL.PERFORATED,NPOE DRAIN DETAILS $ I SOD TOSSES]UNTIL G _ AND MAINTAIN UNTIL SEED IS ICJ REMO EALLUMgSIMETCHETED ESTABLISHED O F= 1=1 I REMOVE ALLOOSESEDIMENPRIORTEp $ SECTION I III III III IIII-I I IIII EXISTWG 'II I-� I� FROM TRNCHNG OPEPATION PRIOR TO GRADE SOILS - n IffLI= p11111 I SRAINNPIPOPN�GE AGGREGATE AND IIII III�II aaIII III Ill III I I II00II _ EXISTING SUSGRADESOB T DIAMETER PERPORATED HOPE NON-WOVEN GEOTEXTILE(MNDOT TYPE 1)OVER UNDERDRAN OUTETPIRESLOPEDATBS% GRAVELSIANKETANDEXTENDING-FROM DATE: aav14 MINI MUMANDCONNECTEDTOCATCHBASIN VNDERDRAIN PIPE SIMS OD c12' UNDENDRNN GRAVEL BLANKET CONSISTING OF CLIENT PROJECT No.: rn.s•DOUBLE WASHED STONE OR 14'- INSPEC PROJECT NO.: 2131DB WASHED RIVER RUN PEA GRAVEL,MINIMUM GF 3' PROJECT MGR: BEB ABOVEANDBELOWNEWUNOER NPIPE 6 BACKSTOP DETAIL STORMWATER FILTRATION FACILITY 6 ATHLETIC FIELD PROFILE DRAWN D DD 5 No scALE 51 No scALE �� LscALE CHECKED BY: MDIt 3 5.^ N SNeM No.: °a 5. 3 o g a IL oli Rig P W, Al con ply IV �gj N e m 'lw 1 H s� a 111' Ig g A I Ins �a s lig 1 R ,11 1w � IV gg 1 M I W fliIN! 1111 sa 1 , 1� X111.11 _� i!a Il iad ,o d o w < m J 6 W J < d J 6 J Y a! y Y a' 4' I � z z JillW _y N n � t m J G W �. 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COVER.MO—E STEEL BASE LOVER.PROVIDE ON34LONLRETE _. —�-._.___ __.._ to.._ SE( illY UMEM LE @ W FOR BASE PP—SNGLE IEAO,POLE ARM MO—D, 1='177 IIP SO WRE LED 1W LOA LED DRNER ACRYM LENS LITFIDNA LKi1TNG OSERES ONE CAST ALWNUMXW.NG,ACRYLC STEEL POLE W/ 40001( TYPE N-HOUSE SIDE SHELD MODELRDSM LEDADGmD4B4TFTMANOLTSPAJISONAIID 1 / 1 LENS lD DEG CUTOFF,NATWAL XAFAI�IES.US m CRI MN, 80 MG CUTOFF OR ENGREER APPROVED ALTERNATE BY KIM LIGXTING.P— {'�� LUNEA.IFRASH,WMELPTION-P85 COVER BASE GARDCO LNiI(INC .A" _ 1], t •\ \ / / <I� MTNG.ASE COVES—IDE E. COVER.MOlA2TE0 STEEL014LL INMIIDLEQ IDES ON>dBASCONCRETE SECIETY CAMERA / .� ( 1 l / 1 / OPT7 DDUNE HEAD POLE OLJSP4 FRED, 1=2]] IIE SQWRE LED --..—R ACRYLIC LENS LfMDNA LKiRN4G 65ERE. ONE UST ALWMAIMHWSING,ALKYL STEEL POLE W/ 4pppt TYPE. 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D4M: ol.mml4 x�„e.: T 9AN Peea By: BR 0 NORTHPORT ELEMENTARY SCHOOL xaH�9MPM ® MINT DDx DEFERRED MAINTENANCE AND SiTE IMPROVEMENTS EiBCnW.4L S M PLAN - �10E1WDPOWJII0.VD Asa RR4q Nn: t485tD] RMKNx�Oer N.�'Imm' 2014 IMYLSxI.: As No1m PILOT xTx]TaN H4i BROOKLYN CEN DM BI Pe.mi I1x ,IN. BI TlnNen OIAH lame ()u+..i.--,< , R� TER MN 9: ARKS'x9: xaz 3 rBROULI"N VTR Planning Commission Report Meeting Date: May 29,2014 • Application Filed:04/03/14 • Application Deemed Complete:05/20/14 • Review Period(60-day)Deadline: 07/19/14 • Extended Review Period Deadline:N/A Application No. 2014-006 Applicant: Gatlin Development Company Location: Shingle Creek Crossing PUD Project Site Request: Planned Unit Development—Amendment No. 6 INTRODUCTION Gatlin Development Company is requesting a planned unit development amendment (Number 6) to the previously approved Shingle Creek Crossing PUD redevelopment plans. This updated PUD plan provides a revised layout to Buildings No. 9 and 10 in the Brookdale Food Court reconstruction area; the layouts of new Buildings R and T; the layout of Building B with a new drive-thru service lane; and the readjustment of certain lot lines. The final development plans for these areas will be made under individual Site and Building Plan applications, which are being presented under separate applications. The updated PUD Plan is illustrated on the attached"Shingle Creek Crossing Master Plan" dated May 2014. This matter is being presented as a public hearing item; and notices have been mailed to all surrounding property owners within 350-feet of the affected site. BACKGROUND The original Shingle Creek Crossing PUD was approved on May 23, 2011 (which is considered the 1St Amendment to the original Brookdale Mall Planned Unit Development of 1999) and provided for the overall redevelopment of the Brookdale Mall properties. This mall originally consisted of over 1.1 million square feet of retail space, which was reduced by the demolition of approximately 760,000 sf. of old mall space, followed by the planned renovation of approximately 123,242 sf. of the Food Court mall located next to the Sears store; the development of approximately 402,489 sf. of new retail commercial and restaurant uses; and approval of the Single Creek day lighting features. PUD Amendment No. 2 was approved a short time later on September 12, 2011, which provided for the physical separation of the food court building from the Sears store; the renovation/conversion of the Food Court's "common area" into additional retail space, whereby the net leasable retail area was increased from 123,242 sq. ft. to 150,591 sq. ft.; the removal of planned Building N between Sears and Wal-Mart; and the addition of a new 6,000 sf. commercial pad site located at the southeast corner of Xerxes Avenue/56th Avenue entrance. PUD Amendment No. 3, adopted September 24, 2012, provided for the replatting of certain lots and revisions to new certain building pad sites (Building D, Building Q, and Building O restaurant pad site). PUD Amendment No. 4 approved the removal and replacement of the former Brookdale Mall Food Court and replacement plan with ten(10) new retail/service buildings. PUD Amendment No. 5 was related to various sign allowances granted throughout the Shingle Creek Crossing PUD. PUD AMENDMENT ANALYSIS The proposed amendments to be comprehended under this application include four components, which are analyzed and addressed separately in the following section: Component No. 1: the revised layout of Bldgs. 9 and 10 within the former Brookdale Mall Food Court replacement plans. The November 2013 PUD approval included the layout of all ten new buildings in the Brookdale Food Court area, along with a provisional approval of Buildings R and T. The 2013 PUD consideration was followed-up by a new Site and Building Plan for Bldgs. 140. Resolution No. 2013-139, adopted by the City Council on November 25, 2013, accepted the Planning Commission's recommendation and established conditions for the site plan approval of Buildings 1-10. Buildings 1-7 were identified as the first phase construction to commence immediately after the demolition of the former Food Court Building in the Spring of 2014; while Buildings 8-10 were identified as a second phase to be built at a future date when the market conditions improved. The uncertainty of the construction Buildings 8-10 and the completion of this four sided commercial project, necessitated the need to address the western exposure of the buildings and views from Xerxes Ave. which resulted in an exhibit to the site plan illustrating the use of a landscaped berm to serves as an interim screen vs. the options of either a temporary fence with a fabric cover or masonry screening wall. These two buildings were originally planned to be 8,352 sq. ft. and 10,800 sq. ft. respectively. This amendment essentially requests to swap the building's locations, with Bldg. 9 increased to 13,332 sq. ft. and Bldg. 10 reduced to 6,000 sq. ft. tM.DING1 BUILDINGS BUILDN 5 '.. /V DNG6 11 1 U NG ULLDMGI BUILDING, UILDBJG BVLLDIN�J B DBIG BUILDING2 m4 eulLaNC BUILDN 1 ` BUILDINGI -V '- BUILDINGt� - R IfDiNGt 1I�� I� _ T EXIST o 0 XIIARIS G ING CONTRACT On March 24, 2014, the EDA approved the Second Amendment to the Tax Increment Development Agreement for the Shingle Creek Crossing Project. This agreement established a construction schedule for Buildings 8-10 that requires construction to commence in 2015 and to be completed no later than June 28, 2016. The developer is completing the demolition of the former Food Court and has applied for a building permit for the first phase construction which included building 8. On May 11, 2014, the City Council approved the inclusion of building 8 as a minor amendment to the prior site plan approval granted in November, 2013. As part of the amended site plan review for Buildings 9 & 10, staff is suggesting that the Planning Commission reconsider the interim screening requirement of the previous site plan approval. Component No. 2: the revised layout of Buildings R and T, which are proposed as two new restaurant pad sites. These two buildings were originally shown on PUD No. 4 as 5,400 sq. ft. and 2,800 sq. ft., respectively. Building T also included a new wrap-around drive-thru service lane for its own use. The new layout shows the buildings located closer to the Xerxes Avenue right-of-way, with Bldg. R remaining at 5,400 sq. ft. and T increased to 5,500 sq. ft. r^ a BUILDING 9 Ui LU Q R Q - ILDING V) R� OT2 v' S The idea of relocating these two pad sites closer to the Xerxes Ave. ROW is due in part to encouraging a more walkable development site, along with supporting our new Active Living Policies, which call for more accessible building sites for pedestrians and bicyclists in this area. The new locations also provide additional green-space areas, and includes a direct walkway from Xerxes Ave./Bldg. T to the new separated walkway corridor between the Sears building and new buildings in the Food Court redevelopment. Bldg. T is also absent of any drive-thru lane, which would not be supported by this building relocation. The layout as proposed by this PUD Plan appears to be a more reasonable use of this area and land; and Staff has no objections to the new building layouts as proposed. Component No. 3: the revised size and layout of Bldg. B from 8,500 sq. ft. to 6,673 sq. ft.; and the new tear-drop shaped drive-thru service lane for a proposed end-cap user (identified previously as Jimmy-John's Restaurant). 38 1:1111:111 r , 38,000.1 ,ry.0 4 _ 4 7.1003f, 0 e - .. / The building is being reduced from 8,500 sq. ft. to 6,670 sq. ft., which represents an approximate 27.5% decrease. The Shingle Creek PUD Agreement allows for buildings illustrated on the PUD Master Plan to be increased by no more than 5% (after approval), and buildings may be reduced (reasonably) by the Developer if requested under the follow-up site plan considerations. The new building layout shifts the building away from the most northwesterly corner of the SCC- PUD site, which is somewhat isolated and sandwiched between the new LA Fitness and Discount Tire store to the east and south of the subject site. This relocated pad now moves the building closer to the interior edge of the PUD, and lines up more with the front edge of Discount Tire. The rear portions will be green-space and landscaped, with a new pedestrian walkway connection from the Xerxes Ave trail/sidewalk system to the interior SCC-PUD - walkways. All drive-thru lanes must be noted or illustrated on the plans; otherwise, a special use permit would be needed or approved to allow said feature. M f f 6.673sf / � Y / � t 7,322s/ e - - This drive-thru lane is somewhat unique in shape and design, and resembles the designs planning staff discovered in the Brighton Village and Wedgewood Village developments. 3 Brighton Village—New Brighton . � � •(r � 4 iy � - /e Fn Wedgewood Village - Plymouth This new Bldg. B and its related drive-thru is scheduled for full consideration and review under a separate site plan application at the upcoming June 12th Planning Commission meeting. The City Engineers have currently expressed reservations and doubts on the design/layout of this drive- thru, and has requested the Developer to revise or alter this design. The engineers feel the combined entrance and exit points to this drive-thru lane are much too close and will cause a lot of conflict for vehicles entering or exiting this area. The Developer's consultants were notified late of these concerns raised by the engineers, and have agreed to submit alternatives, which may include a wrap-around drive-thru lane. This alternative may involve the relocation or adjustment of the building on this pad site, and staff is deferring full review and comments until the upcoming Site and Building Plan review, scheduled for the June 12, 2014 PC meeting. Staff still holds to the belief that this building layout and approved drive-thru on this site is still considered a reasonable use of this area and land; and Staff has no immediate objections to the new building layouts as proposed. Depending upon the final review or recommendations made by the city engineers on the design/layout of the proposed drive-thru lane, and the potential impact this may have upon the overall site design of this building, this PUD Plan layout may not necessarily correspond to the expected Site Plan submittal and review in a few weeks, and may be subject to change. Planning staff suggests the Planning Commission accept this general layout design for now(both the building and drive-thru), with the stipulation that any drive-thru must be accepted or approved by the City Engineer at time of Site Plan considerations. By accepting the general layout of this drive-thru lane on these plans, the Developer of this site will not be required to submit a separate special use permit application to approve such improvement. The building and drive-thru can all be approved under the future site and building plan application. Component No. 4: This part includes the replatting of the land surrounding the Food Court area. Although the preliminary plat of Shingle Creek Crossing 5th Addition has already been considered, Staff indicated in the related Planning Report that all new lot layouts had to be acknowledged or confirmed under the future PUD Amendment No. 6 plans. This plat is intended to create new lots in order for Gatlin Co. to secure and provide separate financing for construction of the new retail building sites, and provide an opportunity to market, construct and sell the sites as individual spec sites, similar to what they did with Discount Tire and Panda Express sites. For the most part, this replatting is reflective of the new general layout designs of the building pad sites, with each lot encumbering the required amount or number of parking required under the original Shingle Creek PUD Agreement. Since the plat correctly corresponds to the new PUD Plan and building payouts as presented, Planning Staff does not have any other concerns or objections to the reconfiguration of lot lines noted on the PUD Plans or the soon to be approved final plat of Shingle Creek Crossing 5th Addition. One issue of continuous concern in plat the reviews by city engineering is the somewhat unusual, non-symmetrical and confusing lot layouts or lot boundary patterns proposed under this Shingle Creek 5th Addition and previously approved plats within this PUD (refer to different colored lot separation diagram below). Some of these lot lines and patterns take on a "gerrymandered" appearance, which is due to the PUD requirement that each building PUD to make sure each lot for a building pad site meet the minimum required parking standards of the PUD: • 4.5 stalls for each 1,000 sq. ft. of retail/service space • 10 stalls for each 1,000 sq. ft. of restaurant space • 20% of a multi-tenant retail building could be used as a restaurant using the retail/service parking ratio. This PUD requirement was also included in the Developer's agreements with Walmart and Sears. It LOT 1, BLOCK 1 i LOT 5, `LOCK 1 - 'v E_ '1 L-T C LOT 3, BLOCK 1 It is the preference of staff that all lot lines and new lots are more symmetrical and consistent with a typical plat map layout, without the need to encumber the required number of parking spaces on each lot. The use of shared parking is allowed by the City's zoning code and occurs within Shingle Creek Crossing Development through the shared parking agreement provided for under the Easements, Covenants and Restrictions Agreement approved under the Shingle Creek Crossing Agreement and the 1999 Brookdale Mall PUD, which we understand also included the Sears site. Staff suggest the Developer work with the City and the stakeholders in this Shingle Creek Crossing PUD (including Sears) in revising the SCC-PUD Agreement and/or ECR Agreements as necessary. FINDINGS & RECOMMENDATION Planning Staff is providing for the Planning Commission's consideration certain findings which may assist in supporting the recommendations to approve this PUD Amendment No. 6 as presented on the attached PUD Plans and as outlined in this report,noted as follows: a) The the revised layout of Bldgs. 9 and 10, along with the revised size of Bldg. 9 to 13,332 sq.ft. and Bldg. 10 reduced to 6,000 sq.ft., can all be considered a reasonable request made under this PUD Amendment application. Said changes do not negatively affect the overall redevelopment plans of the Brookdale Food Court redevelopment area; and the new buildings will promote and enhance the general welfare and continued success of this PUD, as it maintains and keeps the redevelopment of this site active and ongoing; and reflects a reasonable need or benefit to the PUD Site as requested by the Developer, b) the revised layouts of Buildings R and T, proposed as two new restaurant pad sites, appear to be a more reasonable and acceptable layout than illustrated in PUD Amendment No. 4, as this eliminates the planned drive-thru for Bldg. T; and the new building locations increase the walkability and lends support to the active living principles adopted by the City. c) the revised size and layout of Bldg. B from 8,500 sq.ft. to 6,673 sq.ft; and the new drive- thru service lane for a proposed end-cap user, can be considered a reasonable and supportable improvement on this pad site, contingent upon the full acceptance by city staff of the new drive-thru service lane. d) The replatting of the lots comprehended under Shingle Creek Crossing 5`h Addition, and as noted on these updated PUD Plans appear to be a reasonable realignment of lot boundaries and building pad sites. Staff recommends the Planning Commission adopt the attached Resolution No. 2014-06, which comprehends the approval of Planning Application No. 2014-006, a planned unit development amendment(No. 6)to the previously approved Shingle Creek Crossing PUD redevelopment plans,which would allow certain revisions to the original 2011 Shingle Creek Crossing Planned Unit Development and to the 2013 Shingle Creek Crossing Master Plan and Planned Unit Development Plans,dated September 2013,and subject to the following conditions and allowances: 1. Staff requests the Developer work with the City and stakeholders in this Shingle Creek Crossing PUD (including Sears) in revising the SCC-PUD Agreement or ECR Agreement to avoid future "gerrymandering"or unique and unusual lot configurations. 2. Unless amended otherwise or under separate agreement, all existing provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and its subsequent amendments, shall remain in effect for the entire Shingle Creek Crossing PUD. 3. Any future PUD amendment or application requests will require the submittal and adoption (acceptance) of an updated master plan, which plan shall govern the planned and future redevelopment areas of this site. Attachments • Planning Commission Res.No. 2014-06 • New Shingle Creek Crossing Master Plan(May 2014) • Shingle Creek Crossing Planned Unit Development Plans(May 2014) Commissioner introduced the following resolution and moved its adoption: PLANNING COMMISSION RESOLUTION NO. 2014-06 RESOLUTION REGARDING RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-006 SUBMITTED BY GATLIN DEVELOPMENT COMPANY FOR A PLANNED UNIT DEVELOPMENT AMENDMENT (No. 6) TO THE 2011 SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT WHEREAS,the City Council of Brooklyn Center adopted Resolution No. 2011-85, dated June 13, 2011, which is considered the first amendment to the previously approved 1999 Brookdale Mall Planned Unit Development, whereby this amendment approved the establishment of the new Shingle Creek Crossing Planned Unit Development, and which included an approved Development/Master Plan and certain allowances and development standards that would govern over the PUD; and WHEREAS,the City Council subsequently adopted City Resolution No. 2011-127, dated September 12, 2011, which approved the first amendment to the original Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS,the City Council subsequently adopted City Resolution No. 2012-106, dated August 13, 2012, which approved the second amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS,the City Council subsequently adopted City Resolution No. 2012-129, dated September 24, 2012, which approved the third amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS,the City Council subsequently adopted City Resolution No. 2013-124, dated October 14, 2013, which approved the fourth amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS, the City Council subsequently adopted City Resolution No. 2013-72, dated July 8, 2013, which approved the fifth amendment to the Shingle Creek Crossing Planned Unit Development, and which included an updated Development/Master Plan and provided additional allowances and development standards; and WHEREAS, Gatlin Development Company submitted Planning Application No. 2014-006, which is now considered the sixth amendment to the Shingle Creek Crossing Planned Unit Development, by allowing certain changes to the approved 2011 Shingle Creek Crossing PC RESOLUTION NO. 2014-06 Planned Unit Development; and WHEREAS, the proposal comprehends additional adjustments not approved under the 2011 Shingle Creek Crossing Planned Unit Development and the related 2011 PUD Agreement, specifically the proposed amendments to be comprehended under this application includes four components as described below, and illustrated in the Shingle Creek Crossing Master Plan (dated May 2014) and the PUD Amendment No. 6 Conceptual Plans (dated May 19, 2014): Component No. 1: approval of the revised layout of Bldgs. 9 and 10 within the former Brookdale Mall Food Court replacement plans, and allowing the building sizes to be revised to 8,352 sq. ft. and 10,800 sq. ft., respectively, and provide a set-time deferral to the Developer in installing a temporary physical screen for the loading dock areas behind said buildings; Component No. 2: approval of the revised layout of Buildings R, a new 5,400 sq. ft. restaurant pad site; and Building T, a new 5,500 sq. ft. restaurant pad site; Component No. 3: approval of the revised size and layout of Building B from 8,500 sq. ft. to 6,673 sq. ft.; and allowing a new (and yet to be determined) drive- thru service lane for a proposed end-cap user; Component No. 4: approval of the replatting of land surrounding the Food Court area, which is identified under separate Preliminary Plat and proposed Final Plat of Shingle Creek Crossing 5th Addition; and WHEREAS, the Planning Commission held a duly called public hearing on May 29, 2014, whereby a staff report and public testimony regarding the Planned Unit Development Amendment were received and considered by the Planning Commission;the Planning Commission considered the Planned Unit Development Amendment request in light of all testimony received, including the guidelines for evaluating such amendments as contained in Section 35-355 of the City's Zoning Ordinance and the City's Comprehensive Plan; and WHEREAS, the Planning Advisory Commission of the City of Brooklyn Center did determine that Planning Application No. 2014-006, submitted by Gatlin Development Company, may be approved based upon the following considerations: a) The the revised layout of Bldgs. 9 and 10, along with the revised size of Bldg. 9 to 13,332 sq. ft. and Bldg. 10 reduced to 6,000 sq. ft., can all be considered a reasonable request made under this PUD Amendment application. Said changes do not negatively affect the overall redevelopment plans of the Brookdale Food Court redevelopment area; PC RESOLUTION NO. 2014-06 and the new buildings will promote and enhance the general welfare and continued success of this PUD, as it maintains and keeps the redevelopment of this site active and ongoing; and reflects a reasonable need or benefit to the PUD Site as requested by the Developer, b) the revised layouts of Buildings R and T, proposed as two new restaurant pad sites, appear to be a more reasonable and acceptable layout than illustrated in PUD Amendment No. 4, as this eliminates the planned drive- thru for Bldg. T; and the new building locations increase the walkability and lends support to the active living principles adopted by the City. C) the revised size and layout of Bldg. B from 8,500 sq. ft. to 6,673 sq. ft.; and the new drive-thru service lane for a proposed end-cap user, can be considered a reasonable and supportable improvement on this pad site, contingent upon the full acceptance by city staff of the new drive-thru service lane. d) The replatting of the lots comprehended under Shingle Creek Crossing 5th Addition, and as noted on these updated PUD Plans appear to be a reasonable realignment of lot boundaries and building pad sites. AND WHEREAS, the Planning Advisory Commission of the City of Brooklyn Center did determine that Planning Application No. 2014-006, submitted by Gatlin Development Company, may be approved based on the belief that the guidelines for evaluating Planned Unit Development Amendment as contained in Section 35-355 of the City's Zoning Ordinance are met and the proposal is,therefore, in the best interest of the community. NOW THEREFORE BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that Application No. 2014-006 may approved, subject to the following conditions and considerations: 1. Staff requests the Developer work with the City and stakeholders in this Shingle Creek Crossing PUD (including Sears) in revising the SCC-PUD Agreement or ECR Agreement to avoid future "gerrymandering" or unique and unusual lot configurations. 2. Unless amended otherwise or under separate agreement, all existing provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and its subsequent amendments, shall remain in effect for the entire Shingle Creek Crossing PUD. PC RESOLUTION NO. 2014-06 3. Any future PUD amendment or application requests will require the submittal and adoption(acceptance) of an updated master plan, which plan shall govern the planned and future redevelopment areas of this site. May 29,2014 Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof: Chair , Commissioners , ,and and the following voted against the same: None. whereupon said resolution was declared duly passed and adopted. MEMORANDUM DATE: May 22, 2014 TO: Tim Benetti,Planning and Zoning Specialist FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Public Works -PUD Amendment No. 6 Review Memo—Shingle Creek Crossing Public Works Department staff has reviewed the 11 sheet set of plans entitled Shingle Creek Crossing PUD Amendment 6 which were prepared by Kimley-Horn and Associates, Inc., and are dated May 19, 2014. PUD Amendment 6 applies only to building sites 9, 10, R, T and B. The major effects of the proposed revisions as part of PUD Amendment 6 over the currently approved PUD Amendment No. 4 are as follows: • Moving Buildings R and T towards Xerxes Ave N. and modification of the parking layout. • Reconfiguration of Buildings 9 and 10. • Addition of drive-thru lane on Building B in Lot 2, Block. • Decreasing the size of Building B by 3,200 square feet and modification of the parking layout. The following comments are offered relative to the above-referenced submittals. They are contingent upon preliminary and final plat approval, final site plan and land alteration/building permit submittal and approval. Additionally, this review only includes a review of the items pertaining to Buildings 9-10, R, T and B. PUD Items: I. Provide locations of trash enclosures for Buildings R and T. Provide truck turning and access movements to demonstrate adequacy for garbage pickup. 2. Revise site plan to provide accessible stalls and accessible routes, as necessary for all buildings, including Buildings 9 and 10. 3. Provide building loading dock and delivery locations for Buildings R, T and B. 4. All proposed truck turning/backing areas must be fully separated from public customer parking areas, must not direct or invite public parking ingress/egress routes through loading dock and turning/backing areas, and must not encroach on main drive aisles. Detailed truck turning and access movements must be provided to demonstrate adequacy. Final access routes and turning movements for all loading dock areas will be subject to final City review and approval conditions of the Preliminary and Final Plans. 5. A drive-thru is not part of the original PUD approval for this lot; however, if approved, revisions must be made to address the following: a) The drive-thru entrance/exit is at the same access point but entrance and exit lanes are on reverse sides. This may cause driver confusion and contribute to safety issues,therefore should be revised to eliminate this issue. b) Provide drive-thru study based on comparable use business, addressing typical queues and available stacking/storage areas. c) Provide location of ordering kiosk and drive-thru window area. PUD Amendment No. 6 Plan Review—Shingle Creek Page 2 May 22,2014 d) Provide vehicle path and turning movements' diagrams.Note that the current drive- thru radius is extremely tight as vehicles approach the building, which may contribute to issues. e) Recommend revising site layout pertaining to the drive-thru to address the above comments. 6. Sheet 05, shows proposed storm sewer under proposed Building B trash enclosure. Relocate trash enclosure. 7. The existing City lighting,trees and landscaping along Xerxes must be protected. Maintain and re-establish landscaping as needed to preserve the original landscaping along Xerxes Boulevard, incorporating all landscaping and irrigation behind the trail into the site's and developments landscaping. General Items: 8. All recommendations and requirements approved as part of previous actions pertaining to all prior PUD/PUD amendment approvals, Preliminary Plan approvals, and Final Plat approvals relative to Shingle Creek Crossing; Shingle Creek Crossing 2"d Addition; Shingle Creek Crossing 3`d Addition, Shingle Creek Crossing 4d' Addition and/or portions thereof are withstanding and must be incorporated into the final plans. 9. Provide an update of the original and amended traffic impact study to reflect the current site and building revisions for PUD Amendment 6 and prior outstanding revisions. 10. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center's standard specifications and details. The City's standard details must be included in the plans. 11. The final plans must be certified by a licensed engineer in the state of Minnesota and forwarded to the City Engineer for approval. Preliminary Plat and Final Plat: 12. The revisions to the property line requires replatting and vacating easements. 13. Rededicating and terminating certain easements are required as part of the required replatting. Formal vacation documents are required and must contain easement vacation descriptions and depiction exhibits signed by a professional surveyor. A separate application is required for the easement vacation actions. 14.No portion of building or appurtenant structures may encroach on the City drainage and utility easement. 15. An updated certified abstract of title or registered property report must be provided to the City Engineer and City Attorney for review within 30 days of preliminary plat application. Additionally, this will need to stay current and be updated throughout the approval process as required to maintain and be current within 30 days of release of the final plat. Easements and Agreements: 16. A Performance Agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 17. Subdivision/Development and Declaration of Covenants and Rights Agreements are required that include all conditions of the project approval, subject to the final site plan approval by the City Engineer. 18. A temporary agreement between property owners is required for all work located outside of the applicant's property. PUD Amendment No. 6 Plan Review—Shingle Creek Page 3 May 22, 2014 Anticipated Permitting: 19. A City of Brooklyn Center land disturbance permit is required. 20.A City of Brooklyn Center building permit is required. 21.A City of Brooklyn Center water and sewer permit is required. 22.An MPCA NPDES permit is required. 23.An MPCA sanitary sewer permit may be required. 24. A MN Department of Health water main extension permit may be required. 25. Other permits not listed may be required and are the responsibility of the developer to obtain as warranted. Prior to issuance of a Land Alteration and Building Permit: 26. Submit recorded copies of all required agreements. 27. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 28. Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan. 29.A letter of credit or cash escrow shall be deposited with the City in the amount of 100%of the estimated cost in the amount estimated by the developer and determined by the City to comply with land alteration requirement, site improvement, and restoration of the site. The City may incrementally reduce the amount of the surety if work is completed and accepted. 30. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, haul routes, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. A $5,000 cash deposit is required as part of the non-compliance provision. Through this document, the developer and property owner will acknowledge: a) The property will be brought into compliance within 24 hours of notification of a violation of the construction management plan, other conditions of approval or City code standards. b) If compliance is not achieved, the City will use any or all of the escrow dollars to correct any deficiency and/or issue. 31. Submit a $5,000 cash escrow for the costs associated with the City performing inspections and SWPPP reviews 32. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The PUD amendment and site plan must be developed and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions above. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, final grading, geometric design and other design elements as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. . i } ♦ x �«. v+.y� r !�'�; _ ,. x'.I � � 9n t } 1)ll.yi 1 I�l _ Q fi 14, . • a Q , Ir i?�'., ' .w *� T w . 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L.MN 55114 Z PHONE:651- 5-419)1AX. 6 5t-945-116 O CHECKED BY OF 11 No. REVSIONS SHEET 3 DATE: HENNEPIN MINNESOTA DATE BY Drawing name: K:\M-LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Exhibits\04- GRADING-PROPOSED LAYOUT.dwg 04 May 19, 2014 1:44pm by brian.wurdeman Thin deammf,logefM1er with the wnceple antl designs preeentad inlsded only/er the epeciRC p, d client for which it was prepared.Reuse 0-d impre relience m fhie document without written-1h.6-t'wn end adaptation by Kimley-Horn end A-miatee,Inc.shall be without liebilily to Kimlay-Hom and Aeaocbtee.Inc. - i �����•� �._' �.✓' _i -� I \� 1 V\ _..// 'iit' a ,"^• 1 - y ""� a o, .!i�l 156 .� \�� >�_ v,�' /- \ �`�i'r'-e a• �'� !\,�� -,xC �� 0�9 � r A5 , 9 \ ` - •• �/ / \ce� \, L2 OVA .- .�' � ` �^� e / p52 � n V7 %// IA 6 , tic .✓ ` � O � 71p 1 Y /15 q, r z m Vt "zZ • :mot � / �> \ K -I _ ell ` J _ IN - - '�\ Z CEO'. \ ;i<, N � ;\ t� _ �� _ 850�o — <.- As O '�✓" f. o �A .v /j ,1 \ \ I /��/�t z /�Ill +:v .�� ./ \ 'V� 1� 'r /J�� / ! - /) '� .✓ ,/ ' li \ \ �•', at\\`` �., ///ii,9' /j1j L _ � - � � ,� -ems �� O t 'r � \ °� 850- - 5C a,� � A. / Y n 7� —850 ��\ � z �' / v� ✓ rn O v v v n r X ���- too Ns I( � A E a\ / y, \ Qk, �V"\, ` 0�� "a' ( eft 1v\ y / �_ rm /I d ` Z \`,\ "'541:-,\ °'' y J J / ` t% - i 4 ✓$ cp y\` \i,\\ ^•`` k. - -� -� ,\ \ \.,i5i5i I I 1n \. 4. � l4 ° i�jlr�la All A n O D S S Irk & n g $ N A a o a m I N PUD AMENDMENT 6 SCALE DESIGN ENGINEER: �(i SHINGLE CREEK CROSSING CONCEPTUAL PLANS DESIGNED BY LUCAS C.PAYNE, P.E. IVmley*Horn m Q O MINNESOTA REGISTRATION NUMBER: W N BROOKLYN CENTER, M N DRAWN BY ©2009 ENUEYWST. AND ASSOCIATES INC. PROPOSED GRADING EXHIBIT 1550 UNIVERSITY AVENUE NEST,SVIE2JBN ST.PAUL.MN 55114 Z O CHECKED BY PHONE:e51-B45-4197—651-15-5116 A °O a MINNESOTA SHEET 4 OF 11 DATE: www.KINLEr—HORN.caM Na. REVSIONS DATE BY HENNEPIN m o ° E 2 E51" -- — — 4T E42" 6 _ _.___ _-.__ __ ___- ___------. 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SHEET NUMBER E o € Drawing name: K:\TWC_LOEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Exhibits\06 - UTILITY-WATER LAYOUT.dwg 06 May 19, 2014 9:09am by brian.wurdemon This do�Ymwrt.together with the m cepta and designs o +anted herein,as en inebamen!of 1—k-.la mended only Iw the epecirc purpose and client for which It was prepamd.Reuse of and improper relimce Chia docemmt w lho written aalhwaetian and edopletion by Kimley-Hero and Aevaciatea.Inc.shall be without(lability to Kimley-Horn antl Aaaociotea,Inc. 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MISTING LIGHT E 08 o � ¢rd BROOFl,I 1V CEYVTER Planning Commission Report Meeting Date: May 29,2014 • Application Filed:04/03/14 • Application Deemed Complete:05/19/14 • Review Period(60-day)Deadline:07/18/14 • Extended Review Period Deadline:N/A Application No. 2014-007 Applicant: Gatlin Development Company Location: 1300 Shingle Creek Crossing (PUD Project Site) Request: Site and Building Plan Amendment for Bldgs. 9 & 10 INTRODUCTION Gatlin Development Company is requesting an amendment to an approved Site and Building Plan on the redevelopment of the former Brookdale Mall Food Court area. The original site plans provided for the removal of the entire 123,200 sf. food court mall area, to be replaced with ten(10)new retail/service buildings. This amendment is to allow the reconfiguration of both building pad sites, with smaller or larger buildings than what was approved under the previous PUD Amendment No. 4, planning application No. 2013-018 and the follow-up Site and Building Plan approvals under planning application No. 2013-020. This matter is being presented as a general public meeting item and without an official public hearing. The Planning Commission may elect to take public comments if necessary or requested. BACKGROUND The Shingle Creek Crossing PUD was approved on May 23, 2011, which provided for the overall redevelopment of the former Brookdale Mall properties. The redevelopment would phase in approximately 403,000 sf of new retail commercial and restaurant uses, and included the new daylighting and waterway features of Single Creek running through the site. The 2nd Amendment (approved September 12, 2011) provided the physical separation of the Food Court building from the Sears store; the renovation/conversion of the Food Court's "common area" into additional retail space, the removal of Building N between Sears and Wal- Mart; and the addition of a new 6,000 sf. commercial pad site. The 3rd Amendment (approved September 24, 2012) provided the replatting of certain lots; revised original Building Site D to a new 8,400 sq. ft. mixed retail/restaurant use with a drive thru service lane; the elimination of a 35,660 sf. Building Q (Best Buy store) site, which was replaced with a reduced 6,000 sf, restaurant pad site and a new 7,500 sf. Building O restaurant pad site. The 4th Amendment (approved October 14, 2013) provided for the removal and redevelopment of the Food Court area; lot line readjustments between Bldg. Sites A and B; and the adjustment to the Bldg. D pad site. The planned configuration of the food court site is illustrated in the App.No.2014-007 PC 05/29/14 Page 1 diagram below. Please note the Buildings 9 and 10 layout. E ISTI U� A LEB E'S ' „@S fo ` BUILDINGS BUILDING6 q.FNV /V � _ BUILDING I= PYLON SIGN ` BUILDING $ WILDING +;. BUILDING? BUILDING 2 W BUILDING Rl ILDING 1 v , EXISTING SEARS (NOT IN Tt CONTRACT) Seams The approvals granted to the Applicant in November 2013 essentially allowed for the immediate construction of Building Nos. 1 through 7, while Building Nos. 8, 9 and 10 were scheduled to be delayed until tenants or users were secured for this easterly section of the reconstructed mall. In lieu of constructing Bldgs. 8-10, the Developer requested to build a large landscape berm to serve as a physical screen for the interior loading dock area. At the May 1, 2014 Planning Commission meeting, planning staff presented for the Commission's review a proposal to allow a minor amendment to the approved Food Court Site and Building Plans approved the previous November 2013. This minor amendment allowed Gatlin to continue with the build-out of Building No. 8 with the recently submitted building permit plans to the City. At the May 12th City Council meeting, this minor amendment was approved and the building permit for the reconstruction of Buildings 1 — 8 are nearing completion and issuance of a permit. Due to the changes and reconfiguration of building layouts proposed under Planning Application No. 2014-006, the Shingle Creek Crossing PUD Amendment No. 6, and specifically the changes comprehended under the submitted Site and Improvement Plans Buildings 9, 10, R and T (dated 05/19/14), staff felt it was prudent to resubmit these changes to Bldgs. 9 and 10 to be sure the Planning Commission accepted these changes and made a recommendation to the city council accordingly. App.No.2014-007 PC 05/29/14 Page 2 ❖ SITE & BUILDING IMPROVEMENTS Under the approved PUD No. 4 and Food Court Site Improvement Plans of 2013, Bldg. 9 was originally planned to be 8,352 sq. ft. size while Bldg. 10 was scheduled to be 10,800 sq. ft. The amendment noted that these two buildings are essentially swapping places with each other, with Bldg. 9 increased to 13,332 sq. ft. and Bldg. 10 reduced to 6,000 sq. ft. \� e , r � i ! 1 v i t I I I 1 1 r I L 1 The table below provides the breakdown of each bulling size, parking spaces provide and ratios. SITE DATA TABLE LOT BUILDINGS LOT AREA BUILDING PARKING PROVIDED RATIO LOT 1, BLOCK 1 1,2,3,4,5 7.65 ACRES 79,526 SQ. FT. 386 SPACES 4.85 LOT 2, BLOCK 1 10 0.93 ACRES 6,000 SQ. FT. 33 SPACES 5.50 LOT 3, BLOCK 1 T 1.54 ACRES 5,500 SQ, FT. 55 SPACES 10 LOT 4, BLOCK 1 R 1.03 ACRES 5,400 SQ. FT. 56 SPACES 10.37 LOT 5, BLOCK 1 9 1.42 ACRES 13,332 SQ. FT. 60 SPACES 4.50 LOT 6, BLOCK 1 6,7,8 2.03 ACRES 12,141 SQ. FT. 56 SPACES 4.61 Building 9 is scheduled to be a multi-tenant (11 spaced) retail service store, while Bldg. 10 is scheduled to be a smaller multi-tenant (5 spaced) retail service building. According to this table, both Bldgs. 9 and 10 will be parked at 60 and 33 spaces respectively. The number of spaces allocated to each new building pad site meets the minimum required 4.5 spaces/1,000 s£ of floor area. The PUD was approved with an overall architectural [elevation] plan as part of the original approvals. All new buildings must incorporate 4-sided architecture in their designs, meaning all App.No.2014-007 PC 05/29/14 Page 3 four elevations must provide a nice, consistent use of material on all four sides of the buildings, including rear elevations. The facades of these new retail store spaces are scheduled to receive a nice mix of stone veneers, EIFS, concrete brick veneers, integrally colored rock face block, spandrel glass and other materials. Most of these architectural materials are consistent with the previously approved Architectural Standards (including Class 1 and Class 2 materials) the City called for under the original PUD Agreement. AN6LED 30T'-4' 5EE PLAN .GEGORAT'F ILLUMINATED 4ICKArDE, PRIMN.N'E'A: BRICK VENE_ OANCPK -SPANDREL E.I F.S.-.. CA-A55 5�ONE VENEEF TENANT' TENANT' TENANT TENANT �AN=AuM. STOREFRON'n CLEAR 6LA55 LAW A,,NIN6 -0M/ } PRANIEp L BUILDING '9' 1 1001-01, i TENANT TENANT. N - n L-J BUILDING ' 10' Staff will also point out that the exposed southerly building wall for Bldg. No. 7 (illustrated above)will need to be completed with approved Class 1 and Class 2 materials. App.No.2014-007 PC 05/29/14 Page 4 ❖ GRADING/DRAINAGE/UTILITIES The finished grades and drainage grades in and around this redevelopment site will not change much, as they will need to match in with the previously approved (and completed) graded and improved surrounding areas. Slight grade changes are being proposed in the parking lot areas to accommodate positive drainage around this site. The rear loading dock (pavement) area is shown with proposed grades towards the central portion, with new storm sewer systems to catch and carry run-off from this area. All necessary utilities, such as water, gas, electric and phone lines have been provided or installed throughout this PUD site, and connections for these new buildings can easily be made to the previously installed utility lines, stubs or mains that traverse this site. The final grading and drainage plans will be thoroughly reviewed later by the City Engineer under the required land disturbance permit process. This site and all other disturbed areas of this PUD site have been or will be reviewed by the City Engineer for full compliance and acceptance. Since some of the overall PUD development site infrastructure has already been installed, there is not much room or need to depart from the original and approved grading/drainage plans. All other areas of this site appear to drain properly or do not require any special drainage structures or modification prior to building approvals. ❖ LANDSCAPING The Applicant has submitted an updated landscape plan, which reflects the slight changes made with the two buildings. Plans remain for the installation of various deciduous trees, such as elms, maples, hackberries, honey locusts and white oaks inside the parking islands of this site, with a scattering of smaller, ornamental trees such as prairie fire crabs in front planting areas of the buildings. } KP BUILDING 8 j BUILDING �O BUILDING 2 W s BUILDING i ±t 2 D _ EXIS' ' SEAL / 9 . (NOT IN CO sle III w App.No.2014-007 PC 05/29/14 Page 5 (UNDER I`CONSTRUCTION) 'w r i m � 1 7-MM 1{ �iI MMW A-A -ASM goo G-SDC -XI 1, 1 J 9-M \� '-HH5 ❖ ACCESS & PARKING All main access points into this specified area will remain the same or without any changes as part of this redevelopment. The Developer has provided an updated truck access route maps for the Commission to review, along with an updated Major Route Plan. These maps provide an illustration of how delivery trucks will come in off Xerxes Avenue at the 56th Avenue intersection; turn into the site along the south side; enter into the loading area; maneuver or reverse course into the respective loading bays, and exit through the same corridor. No truck traffic is projected to come in at the 55th Avenue/Xerxes Ave. (Sears Automotive) intersection. The parking to be provided under this Site Plan will take place within new parking areas to the east of the buildings, and the large existing surface parking area to the west along Xerxes Avenue. A small number of parking is also provided to the north (installed under the Phase I construction of this PUD project). The plan identifies 712 parking spaces will be created or reserved to these ten buildings. The overall (average) parking ratio is 6.58 spaces, which exceeds the 4.5 spaces per 1,000 sf. of gross floor area needed for retail/service uses. These parking numbers and ratios will more than likely be adjusted once proposed Bldgs. R and T take place. The original 2013 Site Plan included a small number of parking within the entrance into the rear loading dock areas. This parking was not supported by city staff and recommendation was made to remove it due to the potential conflicts between passenger vehicles and large trucks entering exiting this area. The updated site pal n does not include or illustrate any parking within this entrance area. App.No.2014-007 PC 05/29/14 Page 6 ❖ LIGHTING/TRASH The site plans also include an updated and detailed photometric and light plan, which calls for a number of large overhead lighting, primarily to light the new parking areas to be completed under this site plan, and the loading dock area. Pedestrian style lighting is also being provided along the central walkway corridor, which complies with the City's conditions under the PUD Amendment No. 2 approvals. \ / /o i - I r J I i ttt The original 2013 Site Plans illustrated three new trash enclosure areas located along the back- side of Bldgs. 3, 7 and 10. These three enclosures are shown with two trash dumpsters for each area. With the projected sizes of these buildings, Staff does not believe these trash enclosures will be adequate to handle all garbage and refuse produced by this development. Staff assumes that some trash containers may be contained inside the buildings and interior loading/storage spaces, or provisions will be made to accommodate all trash services for these new buildings. Staff also assumes the enclosure behind No. 10 will come later, once this area is built-out. ❖ CITY ENGINEER REVIEW The city engineers have provided their review and comments regarding this site plan amendment in the May 22, 2014 memorandum to city planning staff, attached hereto. Most of these comments and conditions reflect the improvements approved under the PUD Plan amendment. Some of these conditions may be applicable at time of future building permit review and approvals. RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2014-07, which comprehends the approval of Planning Application No. 2014-007, the Minor Amendment to the Approved Site and Building Plan for the redevelopment of the former Brookdale Mall's Food Court area, which is part of the Shingle Creek Crossing Planned Unit Development, and made subject to the following conditions: 1. Developer agrees to comply with all conditions or provisions noted in the City App.No.2014-007 PC 05/29/14 Page 7 Engineer's Review memo, dated May 22, 2014. 2. Developer is allowed to forgo the installation of the landscape berm as a temporary screening measure approved under the previous Planned Unit Development Amendment No. 4, nor the partial (rear) walls to Building Nos. 9 and 10 as proposed. The Developer shall have until October 1, 2015 to either complete the build-out of Buildings 9 and 10, or submit a new PUD Amendment that must include an alternative screen for this loading area. 3. The two new stand-alone building sites labeled "R" and "T" respectively, which were included in the overall Site Plan Amendment plans labeled "Site Improvement Plans Buildings 9, 10, R, T for Shingle Creek Crossing" and those made part of any approvals granted under separate consideration of Shingle Creek Crossing 6h Amendment, are not approved under this site plan amendment consideration. These two building are subject to separate site and building plan considerations. 4. All new buildings proposed under this new Site Plan must incorporate 4-sided architectural and the Class 1 and 2 building materials specified under the Shingle Creek Crossing PUD Agreement. The exposed southerly wall of Building No. 7 must also be improved with the same Class 1 and/or Class 2 materials. 5. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 6. Any outside trash disposal facilities and roof top or on ground mechanical equipment shall be appropriately screened from view. The new trash enclosure with same building materials as those used to construct the principal building. 7. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 8. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 9. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 10. The Developer shall submit an as built survey or record drawing of the subject property, identifying all underground and above ground improvements, including but not limited to all utilities and service lines. App.No.2014-007 PC 05/29/14 Page 8 11. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 12. All other provisions and conditions approved under Planning Application No. 2013-020 (dated November 25, 2013) shall remain binding and in effect. 13. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and subsequent amendments to this PUD shall remain binding and in effect. Attachments • Planning Commission Res.No. 2014-07 • City Engineer's Review Memo-May 22,2014 • Shingle Creek Crossing Master Plan(May 2014) • Site Improvement Plans Buildings 9, 10,R,T for Shingle Creek Crossing App.No.2014-007 PC 05/29/14 Page 9 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2014-07 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-007 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, REQUESTING THE APPROVAL OF AN AMENDMENT TO THE APPROVED SITE AND BUILDING PLAN TO ALLOW THE RECONFIGURATION OF PROPOSED BUILDINGS 9 AND 10 WITHIN THE BROOKDALE MALL FOOD COURT RECONSTRUCTION AREA AND WHICH IS PART OF THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT (1300 SHINGLE CREEK CROSSING) WHEREAS, on November 25, 2013, the City Council adopted Resolution No. 2013-139,which approved Planning Application No. 2013-020, submitted by Gatlin Development Company, of a new comprehensive Site and Building Plan for the redevelopment of the former Brookdale Mall's Food Court area, and which is part of the Shingle Creek Crossing Planned Unit Development, and is located at 1300 Shingle Creek Crossing, and; WHEREAS, Planning Commission Application No. 2014-007, also submitted by Gatlin Development Company, is requesting approval of an Amendment to this previously approved Site and Building Plan of the former Brookdale Mall's Food Court area, and which includes the reconfiguration of Buildings 9 and 10 in said plans; and WHEREAS, the Planning Commission held a public meeting on May 29, 2014, to fully consider Planning Commission Application No. 2014-007, and reviewed and received a planning report on the proposed new Site and Building Plans for the reconfiguration and layout of new Buildings 9 and 10, all in conjunction with the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan,the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and WHEREAS, the Planning Commission finds that the site and building plans are consistent with the General Development Plans of the overall Shingle Creek Crossing Planned Unit Development; and that the Site and Building Plans for Buildings 9 and 10 and made part of the redevelopment/reconstruction of the former Brookdale Mall's Food Court area, as comprehended under Planning Application No. 2013-020, may be approved based upon the following considerations: i. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; PC RESOLUTION NO. 2014-07 ii. The Site and Building Plan, in relation to the Planned Unit Development proposed on the Subject Site, will facilitate the redevelopment and improvement of this site, will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land; iii. The improvements and utilization of the property as proposed under the planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; iv. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; V. The Site and Building Plan proposal appears to be a good long range use of the existing land and this proposed development can be considered an asset to the community; and vi. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance are met and the site proposal is, therefore, in the best interest of the community. NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that an Amendment to the Site and Building Plan as originally comprehended under Planning Application No. 2013-020,allowing the reconfiguration of future Buildings 9 and 10, and which changes were officially submitted under Planning Application No. 2014-007, and said plans are made part of the planned redevelopment and reconstruction of the former Brookdale Mall's Food Court area, be approved based upon the following conditions: 1. Developer agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated May 22, 2014. 2. Developer is allowed to forgo the installation of the landscape berm as a temporary screening measure approved under the previous Planned Unit Development Amendment No. 4, nor the partial (rear) walls to Building Nos. 9 and 10 as proposed. The Developer shall have until October 1, 2015 to either complete the build-out of Buildings 9 and 10, or submit a new PUD Amendment that must include an alternative screen for this PC RESOLUTION NO. 2014-07 loading area. 3. The two new stand-alone building sites labeled "R" and "T" respectively, which were included in the overall Site Plan Amendment plans labeled "Site Improvement Plans Buildings 9, 10, R, T for Shingle Creek Crossing" and those made part of any apXrovals granted under separate consideration of Shingle Creek Crossing 6 Amendment,are not approved under this site plan amendment consideration. These two building are subject to separate site and building plan considerations. 4. All new buildings proposed under this new Site Plan must incorporate 4- sided architectural and the Class 1 and 2 building materials specified under the Shingle Creek Crossing PUD Agreement. The exposed southerly wall of Building No. 7 must also be improved with the same Class 1 and/or Class 2 materials. 5. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 6. Any outside trash disposal facilities and roof top or on ground mechanical equipment shall be appropriately screened from view. The new trash enclosure with same building materials as those used to construct the principal building. 7. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 8. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 9. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 10. The Developer shall submit an as built survey or record drawing of the subject property, identifying all underground and above ground improvements, including but not limited to all utilities and service lines. PC RESOLUTION NO. 2014-07 11. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 12. All other provisions and conditions approved under Planning Application No. 2013-020 (dated November 25, 2013) shall remain binding and in effect. 13. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD and subsequent amendments to this PUD shall remain binding and in effect. May 29,2014 Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof. Chair , Commissioners and and the following voted against the same: None. whereupon said resolution was declared duly passed and adopted. C' n! BROOI�l,7'IV Planning Commission Report Meeting Date: May 29,2014 • Application Filed: 04/03/14 • Application Deemed Complete:05/19/14 • Review Period(60-day)Deadline:07/18/14 • Extended Review Period Deadline:N/A Application No. 2014-008 Applicant: Gatlin Development Company Location: 1300 Shingle Creek Crossing(PUD Project Site) Request: Site and Building Plan Amendment for Building R INTRODUCTION Gatlin Development Company is requesting review and consideration of a Site and Building Plan approval for the proposed stand-alone restaurant pad site labeled Building R and located within the Shingle Creek Crossing Planned Unit Development(PUD). This site plan item does not require a public hearing, but can be considered under a standard public meeting review, whereby comments from the general public may be allowed or noted for the record. BACKGROUND The Shingle Creek Crossing PUD was approved on May 23, 2011, which provided for the overall redevelopment of the former Brookdale Mall properties. The redevelopment would phase in approximately 403,000 sf, of new retail commercial and restaurant uses, and included the new daylighting and waterway features of Single Creek running through the site. The 2nd Amendment (approved September 12, 2011) provided the physical separation of the Food Court building from the Sears store; the renovation/conversion of the Food Court's "common area" into additional retail space, the removal of Building N between Sears and Wal- Mart; and the addition of a new 6,000 sf, commercial pad site. The 3rd Amendment (approved September 24, 2012) provided the replatting of certain lots; revised original Building Site D to a new 8,400 sq. ft. mixed retail/restaurant use with a drive thru service lane; the elimination of a 35,660 sf. Building Q (Best Buy store) site, which was replaced with a reduced 6,000 sf. restaurant pad site and a new 7,500 sf. Building O restaurant pad site. PUD Amendment No. 4 approved the removal and replacement of the former Brookdale Mall Food Court and replacement plan with ten(10)new retail/service buildings. PUD Amendment No. 5 was related to various sign allowances granted throughout the Shingle Creek Crossing PUD. App.No.2014-008 PC 05/29/14 Page 1 ❖ SITE & BUILDING IMPROVEMENTS The original Bldg. R on the approved PUD Amendment No. 4 plans included a 5,400 sf. restaurant building, with 58 spaces. The location of the original Bldg. R site was located in the middle of the westerly parking lot. Because the layouts of Bldgs. R and T were not meeting planning staff standards, we encouraged the Developer to relocate these two building pad sites closer to the Xerxes Avenue right-of-way. The updated PUD Plan No. 6 and Site Plans for Bldg. R now reflect a much better location, and the building pad site remains as a 5,400 sq. ft. stand-alone restaurant pad site. This pad site also includes its own lot of 1.03 acres, and contains 56 spaces on the lot, which are allocated to the specific restaurant uses. OUILDING 9 r Z Zc W = _ ,r ILDING 11; ' �' T - O tt, s i App.No.2014-008 PC 05/29/14 Page 2 The PUD was approved with an overall architectural [elevation] plan as part of the original approvals. All new buildings plan to incorporate 4-sided architecture in their designs, meaning all four elevations must provide a nice, consistent use of material on all four sides of the buildings, including rear elevations. The same architectural elevation plans approved for original Bldg. L will be used on this same Bldg. D site. The building is scheduled to receive a nice mix of stone veneers, EIFS, concrete brick veneers, integrally colored rock face block, spandrel glass and other materials. Most of these architectural materials are consistent with the previously approved Architectural Standards (including materials) the City called for under the original PUD Agreement. ILLUMINATED E.I.F.5. 5I&NA0E �-SPANDREL 4 _ r TENANT ` CULTURE n O '-ANOD.ALUM. fV n l STOREFRONT W O CLEAR GLA55 DEGORATiVE `PREMN.METAL CONCRETE LIGHT CANOPY CANVAS AWNING BRICK VENEER EAST ELEVATION CULTURED Q 0 STONE VENEER N ANOD.ALUM. Q STOREFRONT W/CLEAR O 4 SPANDREL CLASS r CONCRETE BRICK VENEER 2 50UTH ELEVATION ❖ PARKING & ACCESS Bldg. R site is scheduled to contain 56 spaces. As part of the PUD Agreements, all restaurant pads sites must provide up to 10 spaces per 1,000 sq. ft. of GFA. A 5,400 sq. ft. building would need 54 under this ratio; but the updated site plan calls for two extra on-site spaces. Access to this restaurant site will be from Xerxes Avenue and 56th Avenue intersection to the north, and the Xerxes and 55th Avenue intersection to the south. App.No.2014-008 PC 05/29/14 Page 3 The plans also call for two sidewalk connectors leading into the site from the regional trail/walkway system inside Xerxes Ave. ROW. 1 D i S'. V ❖ GRADING/DRAINAGE/UTILITIES The finished grades and drainage grades for this this site and adjacent building sites have been partially constructed under recently completed land disturbance permit. The site plans and related attachment plans included separate grading and drainage plans for this and other sites. Most of these sites (and primarily the entire PUD site last year) have been or will be reviewed by the City Engineer for full compliance and acceptance. Since some of the overall PUD development site infrastructure has already been installed, there is not much room or need to depart from the original and approved grading/drainage plans. All areas of this site appear to drain properly or do not require any special drainage structures or modification prior to building approvals. ❖ LANDSCAPING The Applicant has submitted a landscape plan which appears to be consistent with the approved PUD Master Plan. Plans call for the installation of various deciduous trees, such as Ginkgo biloba and sky-line honey locusts around the parking islands of this building site, and three relocated crabapples trees along the west side of the building. The rear parking area and trash enclosures are planned to be heavily planted with large number of shrubs and perennials. All trees and landscaped areas will be irrigated. ❖ LIGHTING/TRASH The site plans contained a detailed photometric and light plan, which calls for calls for typical 39-ft. single or dual headed light standards near the corners of the parking lot area. The photometric plan illustrates the main front area of the building will be provided with suitable and adequate light coverage, with pedestrian lighting along the outer walkways. App.No.2014-008 PC 05/29/14 Page 4 The plans are absent of any trash enclosures. We can easily assume that this future restaurant site will require the need of some type of trash and food waste containers, typically found in most restaurant sites. As par to f this overall review and approvals, we will require the Applicant to provide city planners and city engineers full details of the location(s), style, and materials of the enclosures. CITY ENGINEER REVIEW The City Engineer has provided a review and comments regarding this application in the May 22, 2014 memorandum, which is included as part of this report. Most of these comments and conditions reflect the improvements approved under the PUD Plan amendment. Some of these conditions may be applicable at time of future building permit review and approvals. RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2014-08,which comprehends the approval of Planning Application No. 2014-008,the Site and Building Plan for the proposed Building R restaurant pad site, and which is part of the Shingle Creek Crossing Planned Unit Development, subject to the following conditions: 1. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated May 22, 2014. 2. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 3. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 4. Any outside trash disposal facilities and roof top or on-ground mechanical equipment shall be appropriately screened from view. 5. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 6. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 7. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. App.No.2014-008 PC 05/29/14 Page 5 8. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 9. The Developer shall submit an as built survey of the property, improvements, and utility service lines prior to release of the performance guarantee. 10. All other provisions, standards, and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. Attachments • Planning Commission Resolution No. 2014-08 • City Engineer's Review Memo—dated 05/22/14 • Site and Building Plans for Bldg.R- Shingle Creek Crossing App.No.2014-008 PC 05/29/14 Page 6 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2014-08 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-008 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, APPROVING THE SITE AND BUILDING PLAN FOR PROPOSED BUILDING R WITHIN THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT (FUTURE ADDRESS 1390 SHINGLE CREEK CROSSING) WHEREAS,Planning Commission Application No. 2014-008, submitted by Gatlin Development Company requesting approval of a new Site and Building Plan for a proposed Building R, which is to be addressed as 1390 Shingle Creek Crossing, and which approval is in conjunction with the ongoing improvements made under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on May 29, 2014, to fully consider Planning Commission Application No. 2014-008, and reviewed and received a Planning report on the proposed new Site and Building Plans for the proposed Building R development and other related improvements in conjunction with the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan,the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and WHEREAS, the Planning Commission finds that the Site and Building plans for this Building R is consistent with the General Development Plans of the overall Shingle Creek Crossing Planned Unit Development. NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that the Site and Building Plan of proposed Building R, as comprehended under Planning Application No. 2014-008, may be approved based upon the following considerations: i. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; ii. The Site and Building Plan, in relation to the Planned Unit Development proposed on the Subject Site, will facilitate the redevelopment and improvement of this site, will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable PC RESOLUTION NO. 2014-08 intensity to adjacent land uses as well as those permitted on surrounding land; iii. The improvements and utilization of the property as proposed under the planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; iv. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; V. The Site and Building Plan proposal appears to be a good long range use of the existing land and this proposed development can be considered an asset to the community; and vi. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance are met and the site proposal is,therefore,in the best interest of the community. BE IT FURTHER RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center does hereby recommend to the City Council that Planning Application No. 2014-008 be approved subject to the following conditions and considerations: 1. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated May 22, 2014. 2. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 3. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 4. Any outside trash disposal facilities and roof top or on-ground mechanical equipment shall be appropriately screened from view. 5. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 6. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. PC RESOLUTION NO. 2014-08 7. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 8. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 9. The Developer shall submit an as built survey of the property, improvements, and utility service lines prior to release of the performance guarantee. 10. All other provisions, standards, and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. ME 29, 2014 Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof: Chair , Commissioners ,and and the following voted against the same: None. whereupon said resolution was declared duly passed and adopted. XC AR 'TER Planning Commission Report Meeting Date: May 29,2014 • Application Filed:04/03/14 • Application Deemed Complete: 05/19/14 • Review Period(60-day)Deadline:07/18/14 • Extended Review Period Deadline:N/A Application No. 2014-009 Applicant: Gatlin Development Company Location: 1300 Shingle Creek Crossing (PUD Project Site) Request: Site and Building Plan Amendment for Building T INTRODUCTION Gatlin Development Company is requesting review and consideration of a Site and Building Plan approval for the proposed stand-alone restaurant pad site labeled Building T and located within the Shingle Creek Crossing Planned Unit Development(PUD). This site plan item does not require a public hearing, but can be considered under a standard public meeting review, whereby comments from the general public may be allowed or noted for the record. BACKGROUND The Shingle Creek Crossing PUD was approved on May 23, 2011, which provided for the overall redevelopment of the former Brookdale Mall properties. The redevelopment would phase in approximately 403,000 sf. of new retail commercial and restaurant uses, and included the new daylighting and waterway features of Single Creek running through the site. The 2nd Amendment (approved September 12, 2011) provided the physical separation of the Food Court building from the Sears store; the renovation/conversion of the Food Court's "common area" into additional retail space, the removal of Building N between Sears and Wal- Mart; and the addition of a new 6,000 sf. commercial pad site. The 3rd Amendment (approved September 24, 2012) provided the replatting of certain lots; revised original Building Site D to a new 8,400 sq. ft. mixed retail/restaurant use with a drive thru service lane; the elimination of a 35,660 sf. Building Q (Best Buy store) site, which was replaced with a reduced 6,000 sf. restaurant pad site and a new 7,500 sf. Building O restaurant pad site. PUD Amendment No. 4 approved the removal and replacement of the former Brookdale Mall Food Court and replacement plan with ten(10)new retail/service buildings. PUD Amendment No. 5 was related to various sign allowances granted throughout the Shingle Creek Crossing PUD. App.No.2014-009 PC 05/29/14 Page 1 ❖ SITE & BUILDING IMPROVEMENTS The original Bldg. T on the approved PUD Amendment No. 4 plans included a 2,800 sf. restaurant building, with 32 spaces. The location of the original Bldg. T site was located in the middle of the westerly parking lot. Because the layouts of Bldgs. R and T were not meeting planning staff standards, we encouraged the Developer to relocate these two building pad sites closer to the Xerxes Avenue right-of-way. The updated PUD Plan No. 6 and Site Plans for Bldg. T now reflect a much better location, and the building pad site is increased from 2,800 sq. ft. to 5,500 sq. ft. multi-tenant buildings pad site. This pad site also includes its own lot of 1.54 acres, and contains 55 parking on the lot. BUIl01NO t ,l Z W ;j , R} k ILDING 1 0 '4 ., it it a Y t, � 1 R" ��.✓ .l 1 t O f . - 4 t 1 , x V 1 o t _ x /y 1 e Z 1 1 111 rt 1. f �',.� i App.No.2014-009 PC 05/29/14 Page 2 The PUD was approved with an overall architectural [elevation] plan as part of the original approvals. All new buildings plan to incorporate 4-sided architecture in their designs, meaning all four elevations must provide a nice, consistent use of material on all four sides of the buildings, including rear elevations. The same architectural elevation plans approved for original Bldg. L will be used on this same Bldg. D site. The building is scheduled to receive a nice mix of stone veneers, EIFS, concrete brick veneers, integrally colored rock face block, spandrel glass and other materials. Most of these architectural materials are consistent with the previously approved Architectural Standards (including materials) the City called for under the original PUD Agreement. ILLUMINA140 51GNAGE I I I GANVA5 AWN'N6 SPANDREL r` Er_A55 "GONG ; 7 AFANX " T6NA-k.` ,J sRIGK VENt_< CULTURED �+ Q STONE VENEER n Q —ANOD.ALUM. 5TOREFRONT A O CLEAR 6LA55 DECORATIVE FIN.V=-A_ I CMU L1041- CANOPY I 1 11 17T 1 i ° 4 O \OD.ALUM. O 5 OREFRONT NU T '-EAR OLA55 1 5PA\DR=L DECORATIVE 1 OLA$5 GMU SOUTH LEVATION ❖ PARKING & ACCESS Bldg. T site is scheduled to contain 55 spaces. As part of the PUD Agreements, all retail building pads must provide 4.5 spaces per 1,000 sq. ft. of GFA. The 55 spaces allocated to this proposed building site meets the PUD required parking ratio standards. Access to this restaurant site will be from Xerxes Avenue and 56th Avenue intersection to the north, and the Xerxes and 55th Avenue intersection to the south. App.No.2014-009 PC 05/29/14 Page 3 The plans also call for one sidewalk connector leading into the site from the regional trail/walkway system inside Xerxes Ave. ROW. Staff suggests the Developers provide another walkway (red bold line in diagram below) to the south of the building, which would make an easier and more direct connection to the longer walkway system into the PUD site. V _~ f TYP) D \ To (TYP X v Ik 11 2 C� ❖ GRADING/DRAINAGE/UTILITIES The finished grades and drainage grades for this this site and adjacent building sites have been partially constructed under recently completed land disturbance permit. The site plans and related attachment plans included separate grading and drainage plans for this and other sites. Most of these sites (and primarily the entire PUD site last year)have been or will be reviewed by the City Engineer for full compliance and acceptance. Since some of the overall PUD development site infrastructure has already been installed, there is not much room or need to depart from the original and approved grading/drainage plans. All areas of this site appear to drain properly or do not require any special drainage structures or modification prior to building approvals. ❖ LANDSCAPING The Applicant has submitted a landscape plan which appears to be consistent with the approved PUD Master Plan. Plans call for the installation of various deciduous trees, such as Ginkgo biloba and sky-line honey locusts around the parking islands of this building site, and three relocated crabapples trees along the west side of the building. The rear parking area and trash enclosures are planned to be heavily planted with large number of shrubs and perennials. All trees and landscaped areas will be irrigated. App.No.2014-009 PC 05/29/14 Page 4 ❖ LIGHTING/TRASH The site plans contained a detailed photometric and light plan, which calls for calls for typical 39-ft. single or dual headed light standards near the corners of the parking lot area. The photometric plan illustrates the main front area of the building will be provided with suitable and adequate light coverage, with pedestrian lighting along the outer walkways. The plans are absent of any trash enclosures. We can easily assume that this future restaurant site will require the need of some type of trash and food waste containers, typically found in most restaurant sites. As part of this overall review and approvals, we will require the Applicant to provide city planners and city engineers full details of the location(s), style, and materials of the enclosures. CITY ENGINEER REVIEW The City Engineer has provided a review and comments regarding this application in the May 22, 2014 memorandum, which is included as part of this report. Most of these comments and conditions reflect the improvements approved under the PUD Plan amendment. Some of these conditions may be applicable at time of future building permit review and approvals. RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2014-09,which comprehends the approval of Planning Application No. 2014-009, the Site and Building Plan for the proposed Building T restaurant pad site, and which is part of the Shingle Creek Crossing Planned Unit Development, subject to the following conditions: 1. Developer shall provide an additional walkway along the south side of the proposed Bldg. T to serve as a more direct walkway to the longer internal walkway in the PUD site. 2. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated May 22, 2014. 3. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 4. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 5. Any outside trash disposal facilities and roof top or on-ground mechanical equipment shall be appropriately screened from view. 6. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. App.No.2014-009 PC 05/29/14 Page 5 7. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 8. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 9. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 10. The Developer shall submit an as built survey of the property, improvements, and utility service lines prior to release of the performance guarantee. 11. All other provisions, standards, and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. Attachments • Planning Commission Resolution No. 2014-09 • City Engineer's Review Memo—dated 05/22/14 • Site and Building Plans for Bldg. T- Shingle Creek Crossing App.No.2014-009 PC 05/29/14 Page 6 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2014-09 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2014-009 SUBMITTED BY GATLIN DEVELOPMENT COMPANY, APPROVING THE SITE AND BUILDING PLAN FOR PROPOSED BUILDING T WITHIN THE SHINGLE CREEK CROSSING PLANNED UNIT DEVELOPMENT (FUTURE ADDRESS 1380 SHINGLE CREEK CROSSING) WHEREAS, Planning Commission Application No. 2014-009, submitted by Gatlin Development Company requesting approval of a new Site and Building Plan for a proposed Building T, which is to be addressed as 1380 Shingle Creek Crossing, and which approval is in conjunction with the ongoing improvements made under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on May 29, 2014, to fully consider Planning Commission Application No. 2014-009, and reviewed and received a planning report on the proposed new Site and Building Plans for the proposed Building T development and other related improvements in conjunction with the Shingle Creek Crossing Planned Unit Development Project;and WHEREAS, in light of all testimony received, and utilizing the guidelines and standards for evaluating site and building plans, as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance, along with consideration of the goals and objectives of the City's Comprehensive Plan,the Planning Commission considers this site and building plan an appropriate and reasonable development of the subject property; and WHEREAS, the Planning Commission finds that the Site and Building plans for this Building R is consistent with the General Development Plans of the overall Shingle Creek Crossing Planned Unit Development. NOW, THEREFORE, BE IT RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center to recommend to the City Council that the Site and Building Plan of proposed Building R, as comprehended under Planning Application No. 2014-009, may be approved based upon the following considerations: i. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; ii. The Site and Building Plan, in relation to the Planned Unit Development proposed on the Subject Site, will facilitate the redevelopment and improvement of this site,will allow for the utilization of the land in question in a manner which is compatible with, complimentary to and of comparable PC RESOLUTION NO.2014-09 intensity to adjacent land uses as well as those permitted on surrounding land; iii. The improvements and utilization of the property as proposed under the planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; iv. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; V. The Site and Building Plan proposal appears to be a good long range use of the existing land and this proposed development can be considered an asset to the community; and vi. Based upon the above considerations, it is believed that the guidelines for evaluating and approving a Site and Building Plan as contained in Section 35-230 (Plan Approval) of the City's Zoning Ordinance are met and the site proposal is,therefore, in the best interest of the community. BE IT FURTHER RESOLVED by the Planning Advisory Commission of the City of Brooklyn Center does hereby recommend to the City Council that Planning Application No. 2014-009 be approved subject to the following conditions and considerations: 1. Developer shall provide an additional walkway along the south side of the proposed Bldg. T to serve as a more direct walkway to the longer internal walkway in the PUD site. 2. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated May 22, 2014. 3. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. 4. Final grading, drainage, utility and erosion control plans and any other site engineering elated issues are subject to review and approval by the City Engineer prior to the issuance of permits. 5. Any outside trash disposal facilities and roof top or on-ground mechanical equipment shall be appropriately screened from view. 6. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. PC RESOLUTION NO. 2014-09 7. Site Plan approval is exclusive of all final signs on this site, including new wall (building) signs, which shall remain subject to Chapter 34 of the city ordinances, and subject to the approved Signage Plan of the Shingle Creek Crossing PUD Agreements. 8. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the City's Engineering Department and applicant shall obtain an NPDES construction site erosion permit from the Minnesota Pollution Control Agency prior to disturbing the site. 9. Any major changes or modifications made to this PUD Development/Site and Building Plan can only be made by an amendment to this PUD, which shall include an updated Development/Site Plan if necessary. 10. The Developer shall submit an as built survey of the property, improvements, and utility service lines prior to release of the performance guarantee. 11. All other provisions, standards, and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. May 29,2014 Date Chair ATTEST: Secretary The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon,the following voted in favor thereof: Chair , Commissioners , ,and and the following voted against the same: None. whereupon said resolution was declared duly passed and adopted. MEMORANDUM DATE: May 22, 2014 TO: Tim Benetti, Planning and Zoning Specialist FROM: Andrew Hogg, Assistant City Engineer SUBJECT: Public Works - Site Plan Memo—Shingle Creek Crossing Phase 4 Public Works Department staff has reviewed the 18 sheet set of plans entitled Shingle Creek Crossing Phase 4 which were prepared by Kimley-Horn and Associates, Inc., and are dated May 2, 2014. The site plan reviews applies only to sites 9, 10, R,and T. The following comments are offered relative to the above referenced submittals. They are contingent upon PUD Amendment 6 approval, preliminary and final plat approval, and final site plan and land alteration/building permit submittal and approval. Additionally, this review only includes a review of the revisions contained within sites 9, 10, R, and T. Other sites outside of these sites have not been included as part of this review. Site Plan Exhibit Items: 1. Provide details on delivery access for Buildings R and T. 2. Provide details on trash enclosures for Building R and T. 3. Revise site plan to provide better pedestrian connectivity/assessable route from accessible stalls to Building 9, including a pedestrian ramp in front of Building 9 near crosswalk. 4. Revise site plan to provide accessible stalls for Building 10, including accessible route. 5. Provide accessible ramps/route for drive aisle crossing between Building 9 and 10. 6. Install storm sewer manhole on existing stormsewer line running NE between Building R and Building 9. Connect proposed stormsewer line running SE from parking area in front of Building R into newly constructed stormwater structure. 7. Clarify whether Buildings 9, 10, R, and T will have stormwater roof leader connections. 8. Provide details on how storm runoff from parking area north of Building R drains to proposed storm sewer. 9. All proposed loading dock and truck turning/backing areas must be fully separated from public customer parking areas, must not direct or invite public parking ingress/egress routes through loading dock and turning/backing areas, and must not encroach on main drive aisles. Detailed truck turning and access movements must be provided to demonstrate adequacy. Final access routes and turning movements for all loading dock areas will be subject to final City review and approval conditions of the Preliminary and Final Plans. 10. The existing City lighting,trees and landscaping along Xerxes must be protected. Maintain and re-establish landscaping as needed to preserve the original landscaping along Xerxes Boulevard, incorporating all landscaping and irrigation behind the trail into the site's and developments landscaping. General Items: 11.All recommendations and requirements approved as part of previous actions pertaining to all prior PUD/PUD amendment approvals, Preliminary Plan approvals, and Final Plat approvals relative to Shingle Creek Crossing; Shingle Creek Crossing 2°a Addition; Site Plan Building 9, 10, R and T/ Shingle Creek Crossing Page 2 May 22, 2014 12. Shingle Creek Crossing P Addition, Shingle Creek Crossing 4a` Addition and/or portions thereof are withstanding and must be incorporated into the final plans. 13. Distinguish between Phase 4 proposed features and other phases. 14. An update of the original and amended traffic impact study must be made to reflect the current site and building revisions for PUD Amendment 6 and prior outstanding revisions. 15. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center's standard specifications and details. The City's standard details must be included in the plans. 16. The final plans must be certified by a licensed engineer in the state of Minnesota and forwarded to the City Engineer for approval. 17. Upon project completion, the applicant must submit an as-built survey of the property, improvements and utility service lines and structures; and provide certified record drawings of all project plan sheets depicting any associated private and/or public improvements, revisions and adjustments prior to issuance of the certificate of occupancy. The as-built survey must also verify that all property corners have been established and are in place at the completion of the project as determined and directed by the City Engineer. 18. Inspection for the private site improvements must be performed by the developer's design/project engineer. Upon project completion, the design/project engineer must formally certify through a letter that the project was built in conformance with the approved plans and under the design/project engineer's immediate and direct supervision. The engineer must be certified in the state of Minnesota and must certify all required as- built drawings (which are separate from the as-built survey). 19. The applicant is responsible for coordinating site demolition plans with all private utility companies (Xcel Energy, CenterPoint Energy, Qwest Communications, etc.). Preliminary Plat and Final Plat: 20. The revisions to the property lines requires replatting and vacating easements. 21. Rededicating and terminating certain easements are required as part of this PUD Amendment. Formal vacation documents are required and must contain easement vacation descriptions and depiction exhibits signed by a professional surveyor. A separate application is required for the easement vacation actions. 22.No portion of building or appurtenant structures may encroach on the City drainage and utility easement. 23. An updated certified abstract of title or registered property report must be provided to the City Engineer and City Attorney for review within 30 days of preliminary plat application. Additionally, this will need to stay current and be updated through the approval process as required to maintain and be current within 30 days of release of the final plat. Easements and Agreements: 24.A Performance Agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 25. Subdivision/Development and Declaration of Covenants and Rights Agreements are required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 26. A temporary agreement between property owners is required for all work located outside of the applicant's property. Site Plan Building 9, 10, R and T/Shingle Creek Crossing Page 3 May 22, 2014 Anticipated Permitting: 27.A City of Brooklyn Center land disturbance permit is required. 28.A City of Brooklyn Center building permit is required. 29. A City of Brooklyn Center water and sewer permit is required. 30. An MPCA NPDES permit is required. 31. An MPCA sanitary sewer permit may be required. 32. A MN Department of Health water main extension permit may be required. 33. Other permits not listed may be required and are the responsibility of the developer to obtain as warranted. Prior to issuance of a Land Alteration and Building Permit: 34. Submit recorded copies of all required agreements. 35. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 36. Final construction/demolition plans and specifications need to be received and approved by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan. 37. A letter of credit or cash escrow shall be deposited with the City in the amount of 100%of the estimated cost in the amount estimated by the developer and determined by the City to comply with land alteration requirement, site improvement, and restoration of the site. The City may incrementally reduce the amount of the surety if work is completed and accepted. 38. A Construction Management Plan and Agreement is required that addresses general construction activities and management provisions, traffic control provisions, haul routes, emergency management provisions, storm water pollution prevention plan provisions, tree protection provisions, general public welfare and safety provisions, definition of responsibility provisions, temporary parking provisions, overall site condition provisions and non-compliance provisions. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. A $5,000 cash deposit is required as part of the non-compliance provision. Through this document, the developer and property owner will acknowledge: a) The property will be brought into compliance within 24 hours of notification of a violation of the construction management plan, other conditions of approval or City code standards. b) If compliance is not achieved, the City will use any or all of the escrow dollars to correct any deficiency and/or issue. 39. Submit a $5,000 cash escrow for the costs associated with the City performing inspections and SWPPP reviews 40. A preconstruction conference must be scheduled and held with City staff and other entities designated by the City. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The site plan must be developed and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions above. Subsequent approval of the final plan may require additional modifications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, final grading, geometric design and other design elements as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. r m r y ENGINEERING ENVIRONMENTAL STEVE ULLEHAUG MINNESOTA POLLUTION CONTROL AGENCY ALERT TO CONTRACTOR: CITY OF BROOKLYN CENTER SANITARY SEWER EXTENSIONS,REM,METRO ENGINEERING DEPARTMENT CORY MATHISEN 1. THE SITELAORKEVRTMSPROJECTSWLLLMEUMO CEEDTH'STIR 8301 SHINGLE CREEK PARKWAY 520 LAFAYETTE ROAD SPECIFIC SPECIFICATIONS' E BROOKLYN CENTER,MN 55430 ST.PAUL,MN 55155 o (783)569-3340 (651)29]-2274 2. ALL NECESSARY INSPECTIONS AN—P CERTIFICATIONS REQUIRED BY CODES ARMOR UTILITY SERVICE CdAPANIESSHALL BE PERFORMED PRIOR SITE IMPROVEMENT PLANS _ r TO CONTRACT COMPLETION AND THE FINAL COWECION OF SERVICES. E STORMWATER PLANNING AND ZONING rn r DIANE SPECTOR GARY DTEL = SHINGLE CREEK WATERSHED MANAGEMENT PLANNING AND ZONING COMMISSION ° COMMISSION R REEK ENTER.TES.INC. CITY S BROOKLYN CENTER CITY HALL THE PRESENCE OF GROUNDWATER SHOULD BE BUILDINGS 9 , 10 , R, T Sheet Index 1800 PIONEER WENC CENTER 6301 SHINGLE CREEK PARKWAY ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL 3 PO BOX 249 MAPLE PLAIN.MN 55359 BROOKLYN CENTER MN 55430 INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. (763)479-4280 (763)560-9241 REFERENCE THE CONSTRUCTION CONTINGENCY PLAN BY 6010 COVER SHEET FIRE PREVENTION HEALTH DEPT, BRAUN INTERTEC DATED 05127/2011 FOR GROUNDWATER OVERALL EROSION AND SEDIMENTATION FIRE CHIEF LEE GAMIN NOMA DEWATERING REQUIREMENTS. 6020 BROOKLYN CENTER FIRE CHIEF MINNESOTA DEPARTMENT OF HEALTH CONTROL PLAN PHASE 1 6645 HUM BOLT AVENUE NORTH ENVIRONMENTAL HEALTH DIVISION FOR OVERALL EROSION AND SEDIMENTATION z6 BROOKLYN CENTER.AN 55430 625 NORTH ROBERT STREET 6021 CONTROL PLAN PHASE 2 - (763)549-3600 P.O.BOX 64975 ALL CONTRACTORS MUST CONTACT FAX:(763)561-0717 ST.PAUL.MN 55164. (651)201-4700 GOPHER STATE CALL ONE 6022 EROSION AND SEDIMENTATION WIN BUILDING DIVISION HENNEPIN COUNTY TWIN FREE 1-800-252-1166 SHINGLE CREEK CROSSING CONTROL DETAILS L a MALLORY HOLMEN ROBERT BYERS BEFORE CONSTRUCTION BEGINS °cd BUILDING OFFICIAL SENIOR TRANSPORTATION ENGINEER TWIN CITY AREA 651-054-0OD2 023 EROSION AND SEDIMENTATION BUILDING t COMMUNITY STANDARDS HENNEPIN COUNTY PUBLIC WORKS CONTROL DETAILS log 6301 SHINGLE CREEK PARKWAY 1fi00 PRAIRIE DRIVE j� Vey c BROOKLYN CENTER,MN 55430 MEDIN0.MN 55340 6031 DEMOLITION PLAN .-. -air (763)569-3330 (612)596-0359 oG"i E FM(783)581-0717 FAX:(763)478-1000 LOCATED AT soal SITE PLAN Yw5= 6044 SITE DETAILS fr XERXES AVENUE NORTH AND COUNTY ROAD 10 6045 SITE DETAILS 6046 SITE DETAILS 6051 GRADING AND DRAINAGE PLAN fr PROJECT TEAM BROOKLYN CENTER, MINNESOTA 054 GRADING AND DRAINAGE DETAILS E 6061 UTILITY PLANp € ° OWNER/DEVRSUK ARCHITECT CIVIL ENGINEER SECTION 2, TOWNSHIP 118N RANGE 21W LOREN K VAN DER SDK KATHY ANDERSON,AW LUCAS C.PAYNE,P.E. GATLIN DEVELOPMENT COMPANY ARCHITECTURAL CONSORTIUM KIMLEY-HORN AND ASSOCIATES,INC. 6064 UTILITY DETAILS < C BBB LAS OLAS BLVD.ST 800 901 NORTH THIRD STREET,SUITE 220 2550 UNIVERSITY AVENUE WEST,SUITE 238N PARCEL ID# 03-118-21-41-0033 6061 PHOTOMETRICS PLAN U'z w FORT LAUDERDALE,FL 33301 MINNEAPOLIS,MINNESOTA 55401 SAINT PAUL,MINNESOTA 55114 (954)3025900 (612)43SAMO (651)645-4197 6102 LANDSCAPE PLAN w° _ FAX(954)3025901 FAX(612)6925960 FAX(651)6455116 ° E LOCAL CONTACT:DAVID HUNT 6105 LANDSCAPE DETAILS CELL(952)484-0451 LANDSCAPE ARCHITECT 16106 1 LANDSCAPE DETAILS d� arm TODD HALUNEN,RLA w< KIMLEY-HORN AND ASSOCIATES,INC. r=W V 0 2550 UNIVERSITY AVENUE WEST,SUITE 238N a - SAINT PAUL,MINNESOTA 55114 ir° JN n € (851)645-0197 O N aNiW ° FAX 1651)6455116 y pM Z ❑ 0-' N ? ❑ off° c ENVIRONMENTAU =QWC ¢ LI 15 59th N 3 AVE. A 2 GEOTECHNICAL ENGINEER $ STEVE MARTIN,P.E. 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N. 53rd AV Ea O z s c 2800 W'AYZATA BOULEVARD ROOM 300 TELEPHONE COMPANY TO ENSURE INSTALLATION OF DONE BY OWEST O MINNEAPOLIS.AN 55405 UNDERGROUND LINES ARE COMPLETED PRIOR TO • PRIOR TO BACKFlLLING THE TRENCH,OWEST TO ? W Z Z ¢ I•' CONTACT:CHRISTY ALLGOOD ASPHALT OR CURB PLACEMENT. INSPECT AND APPROVE THE INSTALLATION OF L, Q Z Z Z Z Z Z Z Z M c CABLE/ (612)381-SSBS PROVIDE AND INSTALL 2-4•SCHEDULE 40 PVC CABLE. Z > U TELEPHONE CONWITS WITH PULL ROPES,INCLUDING ALL WWEST WILL PROVIDE AND INSTALL ALL MATERIALS 0 Q SZ nd AV E. N. z a N g TRENCHING AND BACKFlLLING.FROM THE RIGHT OF NEEDED TO ESTABLISH PRIMARY SERVICES FROM �J w 52 nd AVE. WAY TO THE BUILDING POINT OF CONNECTION AT THE EXISTING LINE UP ,O J j R - PROVIDE AND INSTALL PULL BOXES AS PER TO THE JUNCTION BOX. `o TELEPHONE COMPANY REWACTIIENTS VICINITY r7 i XCEL ENERGY COORDINATE CONSTRUCTION ACTIVITIES'KITH ELECIPoC XCEL WILL PROVIDE AND INSTALL ALL MATERIALS NEEDED N 8701 MONTICELLO LANE COMPANY TO ENSURE INSTALLATION OF UNDERGROUND ESTABLISH PRIMARY OVERHEAD/UNDERGROUND SERVICE - Q _ MAPLE CRDVE,NN 553fi9 LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB FROM POINT OF CONNECTION AT THE EXISTING UNE UP TO CONTACT:ROBERT TORRES PLACEMENT. THE TRANSFORMER. N.T.S. < ELECTRIC ( ) PROVIDE AND INSTALL CONDUITS WITH PULL ROPES, XCEL WILL PROVIDE AND INSTALL PRIMARY CABLE FOR ALL (F1 ~ j - 763 493-1671 INCLUDING TRENCHING AND BACKFILUNG. UNDERGROUND UNES UP TO THE TRANSFORMER v O N LJ ` CONSTRUCT/INSTALL TRANSFORMER PAD AS PER THE ANY RELOCATION OF EXISTING UNES OR POLES WILL BE XCEL SPECIFICATIONS-PROVIDE AND INSTALL ALL • DONE BY XCEL ENERGY. Z Z j SECONDARY SERVICE AND MATERIALS CONTRACTOR AND REIMBURSED BY OWNER EATTF FACE A VALUE. Z W PREPARED BY: � Z E CITY OF BROOKLYN CENTER PROVIDE AND INSTALL SANITARY SEWER LINES AND • REWIRED INSPECTIONS AND APPROVALS WILL BE ow U 2 ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PLANS AND DONE BY THE INSPECTOR FOR THE CITY OF Kimley>>>Horn 6301 SHIN GE CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER AND THE ENGINEER OF RECORD. w - BROOKLYN CENTER.MN 55430 ALL PUBLIC AND PRIVATE SANITARY SEWER LINES " Z O SANITARY CONTACT:STEVE ULLEHAUG SHALL BE PER CITY OF BROOKLYN CENTER V p �1„E,t (783)589-3340 REOUBEMENTS W y COORDINATE REWIRED INSPECTION SERVICES WITH U O 00 _ ENGINEER OF RECORD AND CITY OF BROOKLYN CENTER K UTIUTIES DEPARTMENT.SEE UTILITY PUN FOR W j REOUIRENENTS N uj Z MARNS AND 6 ASSOCIATED APPURTENANCESAPER THE PLANS AND C) J ti w CITY OF BROOKLYN CENTER REWIRED INSPECTIONS AND APPROVALS WILL BE Z ENGINEERING DEPARTMENT SPECIFICATIONS. DONE BY THE INSPECTOR FOR THE CITY OF U IL 6301 SHINGLE CREEK PARKWAY ALL PUBLIC AND PRIVATE WATER MAINS SHALL BE PER BROOKLYN CENTER AND THE ENGINEER Of RECORD. BROOKLYN CENTER.MN 55430 CITY OF BROOKLYN CENTER REQUIREMENTS. LI..I O J ~(b CONTACT:STEVE ULLEHAUG ALL PORTIONS OF THE FIRE PROTECTION WATER Z (763)569-3340 SYSTEM SHALL BE INSTALLED BY A LICENSED FIRE n 0 WATER SPRINKLER CONTRACTOR o� Z ALL FOR DNS OF OTHER NON FIRE PROTECTION V L.I_ m OU RELATED UNES MAY BE INSTALLED BY THE GATUN DEVELOPMENT COMPANY z m Z 4 PLUMBING CONTRACTOR. d COORDINATE REWIRED INSPECTION SERVICES WITH w % ENGINEER OF RECORD AND CITY OF BROOKLYN CENTER Z UTILITIES DEPARTMENT.SEE UTUTY PUN FOR p REQUIREMENTS NOTE w -II PLEASE REFER TO THE FOLLOWING REPORTS PREPARED BY BRAUN F - CITY OF BROOKLYN CENTER PROVIDE AND INSTALL ALL STORM SEWER LINES AND REWIRED INSPECTIONS AND APPROVALS WILL BE =INTERTEC CORPORATION FOR GEOTECHNICAL INFORMATION: 6 ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PLANS AND DONE BY THE INSPECTOR FOR THE CITY OF GEOTECHNICAL EVALUATION REPORT STORM 6301 SHINGLE CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER(IF REWIRED)ENGINEER OF SHINGLE CREEKCROSSING DATEDJUNE 9,2011 ANDTHE Y SEWER BROOKLYN CENTER,11H 55130 REFER TO SPECIFICATIONS AND GRADING PUN FOR RECORD,AND OTHER APPLICABLE AGENCIES. CONTACT:STEVE LILLEHAUG INFORMATION ON ALLOWABLE STORM SEWER MATERIALS. ADDENDUM RATED MAY 2,2012. E (763)569-3340 SHEET NUMBER E THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES,TRENCHING AND 6010 BACKRLI,AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS USTED. O € ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street,Suite 220 612-436-4030 Minneapolis,MN 55401 Fax 612-692-MO » a a a >s a n n n n n CD SHOPS ,41161.® , DFLORA ILIJMINATED 16NPGE P�IK r ETAL GATLIN DEVELOPMENT COMPANY :..._ - STONE VBI®2 >.�fA1?'t+�T' - .`;7EP54{P�' - - 'f. ANOD.ALUM. 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I ]{u M4 <.5 1 1 1 I • Y DOOR• y 1 SHOPS • IS'P-4 M SHOPS 14.ODOR I MATS SHOPS-S@ PLAN 15 NUMBER, -1 .-PAS PRECAST OR OW AS APPIJES PRECAST OR CM AS APPLIES M.-PAINT I FIFWAST OEMISINB WALL DASH®MYOW ISSUED DATE 040-14 ---TTT DRAM BY, BL CHECKED SY, KA BUILDING '10' BUILDING '9' 4 EAST ELEVATIONS Al INSIDE TRUCK COIRZT I/i6' I'-O' Architectural Consortium, L.L.C.2014 I ARCHITECTURAL CONSORTIUM L.L.C. 901 North Third Street,Suits 220 612-436-4030 Minneapolis,MN 55401 Fax 612-692-9960 ILLUMINATED EIFS. CANVAS AI"NS &-Aw E.I.rs. 5FAND92L GATLIN DEVELOPMENT COMPANY 25=s GLASS EMCK VENEER AMN TENAW.: T�-NANT C%LnFM CULTURM STONE VENEER STOW VENEER I Vi I I I I I AJW.ALUM. ANOO.AL STOREFRONT W STOREFRONT W O CLEAR CLASS CLEAR SLABS DECORATIVE MITAL 0�u CIONCIRETE IN.METAL c.'U BI VENEER CANOPY LIGHT CANVAS AMN& EAST ELEVATION EAST ELEVATION IA6••1'-0- CULTURED STONE VENEER Mark Revision lIssue Date ANOO.ALUM. ANOO M. STOREFRONT W STOREFRONT W CLEAR&,-65 CLEAR GLASS i \�SPANDREL DECORATIVE BRICK VENEER BLASS UK SOUTH ELEVATION SOUTH ELEVATION ILLUMINATED FETAL ILLIMNATED Simi-aE SIONASE P.S. SPANDREL F ljms. BLAB WNCIRETE BRICK VlENEI!R p %J�NAN CULTURED STONE VENEER 71 STONE VENEER ANOD.ALLH. MOD.ALLM. STOREFRONT w CLEAR STOREFRONT W O 4 SPANDREL SLABS O SPANDREL GLASS DECORATIVE ELEVATION E C44J CONCRETE LI&M CANVAS AMNIN& BRIM VENEER LIGHT SHINGLE CREEK AMT ELEVATION KEST ELEVATION IA6'-1'-0• IA6•-1'-0• CROSSING BROOKDALE CENTER MaC'LLTLRW t. REDEVELOPMENT STOW VENEER ANOO.A"". STOREFRONT W BROOKLYN CENTER, MN STOR"WONT W CLEAR CLEAR GLASS 4 SPANOM GLASS COWRETE \-SPANDREL\-M11RATIll mcx VENEM GLASS C*V NORTH ELEVATION NORTH ELEVATION EXTERIOR 4 ELEVATIONS PROXCT O5um DYH.MERR. 1S0L-10IR01 BUILDING 'R' BUILDING 'T' 15RAMSATE 040'-14 — C+115CA-=&r' KA A2 Lit Architectural Consortium,L.L.C.20141 1 1 2 3 4 1 5 6 7 8 9 10 11 12 13 1 14 16 1 17 18 19 20 CITY GAATLIN DEVEELOPMR/OWNER:INC. CE TERBROOKLY m BBB LAS OLAS BLVD.ST 600 :n - -' "'- \ NO CONSTRUCTION TRAFIC AT FORT LAUDERDALE,FL 33301 CITY OF BROOKLYN CENTER N A a f (� J/ ! /�" ; -_- _ - \ ALLOWED TOPASBBY THE h _ (954)302-5900 6301 SHINGLE CREEK PKWY f ,t,• FRONF OF WMAURT. -,. ,, BROOKLYN CENTER,MN 55430 "% caNSTR s`w"T"AFPIG'wl _ OFF-SITE MATERIAL AREA(S)INFORMATION 6 BORROW SITE NAME: DISPOSAL SITE NAME: RATOR/GENERAL CONTRACTOR: .� SITE OPE IT i y� � BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: B \ y ` ` BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: 5 D U {{{/\ 0.69 AC Il �•. ♦♦ 4.� f ��� BORROW SITE PERMIT NP DISPOSAL SITE PERMIT NO' yICINITY MAP,USGS OUAD MAP,OPERATION TIME yam, y .!/ ...•t. ♦ I , K / ,i SCHEDULE,ALL GENERAL EROSION AND SEDIMENT / ! }}}......��� \ \ BORROW SITE PERMITTING AGENCY DISPOSAL SITE PERMITTING AGENCY: CONTROL NOTES,MAINTENANCE NOTES AND f j / r C --°g W SEQUENCE NOTES ARE ON SHEET 8022- //l; f , -�f \ r1♦ J ,1 \\// \ I \ -� EROSION AND SEDIMENTATION CONTROL DETAILS. w �tN' `/ ''f I / II \ ''� ♦♦ \ ^:9°'LWMOF M6RlABANCE \ 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. u ; ,,i\( / -� ♦ •�/ / 2) BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AN O SPOIL MATERIALS ONLY. THE PRESENCE OF GROUNDWATER SHOULD BE Z % - j i r / / {`(, x{ �q(� �v- ♦♦ - NCT - 3) CONTRACTOR SHALL STATE-NOT REQUIRED FOR THIS PROJECT-IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. ANTICIPATED ON THIS PROJECT.CONTRACTOR'S `. j ��' j / r / / �'\1�- c•°- ♦ O BID SHALL INCLUDE CONSIDERATON FOR -• ' ' i •! j/' .^ // ♦� \� / ' ADDRESSING THIS ISSUE. f NOTE TO CONTRACTOR: x ♦�,✓ Lot- MAINTAIN TRAFFIC FLOW FROM XERXES TO ADJACENT W % PROPERTIES AT ALL TIMESDURINOCONSTRUCTK%. / �,`- %♦�♦/ / \ \\ j \ tT \;` FLOOD ZONE NOTE: o •..,`` CONSTRUCTION PHASE SIONAGE,BARRK-.ROES.ETC. / SHALL BE UTILIZED PER MNDOTAND CITY ♦ - \jamI ARFJ\ t �• THE PROPERTY APPEARS TO BE SITUATED IN9� `o ( 1� _ FLOOD ZONE"X'AND IF-ODD ZONE'AE", REQIAREMENTS ♦ . b x r 1 �'$ i STRU Q} ` i '!• PURSUANT TO F.EM.A.COMMUNITY PANEL :\ ,�\ �� '` \ .REVISION DATE / 1 \ N fh C®�STOCI(PILE AREA.CRUSHEDOONCRETE TO BE SEPTEMBER 002'2004.E ° \ ! ^ ;2q P LI E \\ - l�\ \.. � '� / �•ar / ♦ \ r \\ yy D n DON RAD IX{ro PRDWUR- 7`•. j ♦/ \ v SIDEWALKOLOSEDSIDWIGE +� r / CF ♦ (T \\ USED 0.58/1SEINPW15E 41MPROVENIENTSro ., g r•,; ♦\\ BE STOCI(PIL EXCESS CRUSHED CONCRETE 1" ALL CONTRACTORS MUST CONTACT °r fr DETOUR ROUTE. K \I NORTH OF AOCESFF�; `"'•,--^ �\ 'f^.� r BUIL GS 1-8 \ \ roBE STOCKRILf.CNLQTL / ? 0 60 120 BQ (UND ONSTRUCTION), \ \ \ % GOPHER STATE ONE CALL o I ,_T+. 1 ;' v / \ \ \ MN TOLL FREE 1-800-252-1166 0 � ..�' ✓ ' \ \ \\...., \ / SCALE FEET BEFORE CONRTR CTION BEGINS o I / �' 1 .,\, ♦ •_ y / \ \ �( \ 1 / TWIN CITY AREA 651-454-0002 :% ( / ♦� �i% i r \\ \ �!' \ \ ,/\ /�" RELOCATED EXISTING COI$TRUCTKIN FEI(CE .� ry.J DRAINAGEARFAF �` B / ,� \ i'y\ \ / TQ.urTTS OF F4asEY TRUCnorj/ \.�,•'' / �G eD E E / \ _ i' \ \1 \ - __ ., \ ,�+( CONTRACTOR TO COORDINATE PHASING OF WORK AD t r' is 1.92 AC. ^ // f €m ! m -' •//.,, � NCT '� !/ \ \ /' \ WITH THE ENGINEER AND/OR OWNER'S aSOLL a - f' - \ / REPRESENTATIVE. CONTRACTOR SHALL CONTAIN D �o O ALL WORK WITHIN THE LIMITS OF DISTURBANCE. LLSw �•IIF�•�.` \- '� " \ /'\ // \ / WHICH INCLVDES STORAGE OF MATERIALS AND Om w y Ih EOUIPMENT. CONTRACTOR IS RESPONSIBLE FOR a •, \ / •�• •� ` '/ I \ ♦/ �.. RETURNING ALL AREAS GOOD AFFECTED BY WORK TO °WUi�YJ 'o I 'I I;, / /r•''�� ' t - � OF GLI✓8. /� / \ •� A CONDITION AS G000 AS EXISTING OR BETTER. w o �z RSF Q A n \ / IM (•' ,- \,\ \ .-, •'/ \ `\\\ \,,_.I\ \� ��5i� J- !'� b� N PROPERTY LE.DISTURBANCE R NFORCED SITO END AT THE LT FENCE �ma� ti \ 1 \ pj F / ppp Tl \ ; \ \ \ '\,. •,./�_ AND TREE PROTECTION FENCE TO BE �o m Qa ' CONSTRUCTED JUST INSIDE THE PROPERTY LINE i 3 AND OUTSIDE OF ALL PROPOSED IMPROVEMENTS. }hE > G_riAINAGE \ v S �`. A "A \ :� "�< SITE FEATURES mff6 � a S I CF V / Q- A �.�•�' Z V 't gpMdO� o •• \• / \ \ \ \8 \ X'%%7L DIRECTION OF OVERLAND ROW I �I ■ �e o G RAINING G \� ♦ \\ \ \ '. PROPERTY UNE 3 3 I,I \( �4 111 /� � y/ '•I' `' \ \\ >, \ L •� ` ...... PROPOSED LIMITS OF DISTURBANCE 0 Ym m AC. v 7 --7-7 EXISTING BUILDING �- i DRAINAGE AREA B \ \ / r , \ �\ !/ _...._.._...._.. EXISTING CONTOURS Q = ,L( +t� Yl `- / !�• / - \ 2.76 AC. /''� is C LIMITS of DRAINAGE SUB-BASIN x 6 , i I y> /x i.i>� .. \� / ,✓ D GEAR \ i `_ {�i AV A ♦ D.5?AC. A D_ H ` I it /,5 / \�> ° y••` -C O \ EROSION DETAILS Z W G l (\ 1 ��/ \1 �\ /1 ♦.♦� P \ \ `I\ \-. ® SWPPP INFORMATION SIGN Q Z w 1 1 \' i•/ / `� & //1, ` \ ® IPA AREA INLET PROTECTION SEDIMENT CONTROL Z O I . �! (\ // \ / ♦♦ DRAINAGE AREA H \ J ` I ` ( - / \ s� 2.49 AC. ® SILT FENCE INLET PROTECTION ��pq� ` � B1C DEYYALK 0.0SED SIWNAI GE CONTRACTOR TO USE SITE. \ \ .... \._.e,f O ANOMMIDOTROADE "- +IE TRIlOR TOU PG CURB INLET PROTECTION SEDIMENT CONTROL � ` O Q I V ! - ; i CF e \ ^ 0 FOR WIULING.THERE SHALL �� ` CF ♦\ of Z J / BE NOT TRAFFIC ON LOCAL \ `` CONSTRUCTON EXIT W '_ ... - \ ROADS(%ERXES) \ - lll 111 / CONTRACTOR �r ii• �� \ �% -a-q$F7 EXISTING REINFORCED SILT FENCE O !1 ,RAFRCROUEro6EM3 B ✓ _f� EXISTING SEARS ¢ •° t V / '%' ♦ -� RSF -yBRI FILTREXX SEDIMENT CONTROL < m '" 11 ___. .. - -„`/ i, ey / �♦ I •. 11 ,\ %�� `\ i 'NO CONSTRUCTION TRAFFIC-SIGN NO CONST W Z ♦ �♦ \ _ CONSTRUCTON FENCE / ^� •,� NOTE TO CONTRACTOR: — J o I B SF // ,/• �// ♦ \\ /� \ \�V) \ C O PN Y . / / ♦ \,° 1 ND WORK SMALL BE PERFORMED ON THE SEARS k \ / / '/ O \\ PROPERTY Rt THEIR UTILITY SERVICES VRTHOUF PRIOR HAVL ROUTE U w ! ' \ !'1 i \ // !i /%/� �� ,� '(♦ \ �/ WRITTEN APPRWILL FROM TIE REBPECTNE PROPERTY \\�'Jy / \ \ Q E \i i \F�/ �• / / ON ER AM GATLIN MVELOPMENT COMPANY. ACREAGE SUMMARY — PROJECT o o I”' AB /� �DRAINAGEAREAA- AT TOTAL BUILD OUT w / \ �e Z / - ••{ 6,64 AC. \ �V A� \ l \� Z z / ! \ N \\\ 1 ,\ TA NEAREST WARIER ACRE PER MN(£NFAAL PERMIT. '^ 1 !�vp.. \ TOTAL PROJECT AREA 81.00 H � W K ' yy���� 1 '1 y n1 4UMITS OF (� !'\\\\\�\I`\ `\ i ON-SITE DISTURBED AREA 53.50 0 IJW w i \t 'W' 1' 11'II , q..v J / e. I 1 \ !\ 3.5 LL L ] l♦ RSF • ♦ / / q\ \� S\\\\\\\ p T' / ON-S TE DIS URGED AREA FOOD COURT) 0 Fy Z w \' �Q 11 1,1 11,� ' i ;_�. .._..,,-- \ �� \!• \\ \\\ / j OFF SIT DISTURBED AREA 1.25 LUL O TOTAL DISTURBED AREA MUST MATCH NOI 54.75 W .Y� \ / .\ \ J IMPERWWS AREA AT COMPLETION U DO • '' 1 1 \ l\ \• - ./ .9 I .-'\ 1 • /� PERVIOUS/SEEDED AREA AT COMPLETION 10.75 W Z OF PHASE 4 LIMITS OF DISTURBANCE .."1- /'� ,\\♦ \\���' J z_ w (Y- IL \ \. _ , �� /' �) \• • .� i/ U Y o n ( , I ' • \// \I \ / --um—( _ -, // NOTE TO CONTRACTOR: _ 1111 / \ .'% -x• \� :"� No TRUCK TRAFFIC AUOUVED ONCm ROADS p(ER%ES). ACREAGE SUMMARY - W O J z \\ / 11 ' %4' COMRHCTORSWLLLUSETFK:BITE.MNDOT.OR .'FJ� y�� 0 \ �..• COWTY RWDS FOR FMIARA. (TO NEMEST W FOOD RE OR N GENQiPl PERM» IlJ O m O Z S 1` Tom\ ( • I Y✓/ j- \ \ `•� // TOTAL PROJECT AREA Bt.00 Z Z _ ♦♦ QY' • ='j ♦ ON DISTURBED AREA s =r r \ / I OFFSITE RUN-ON AREA#1 / \, ,^ z > M fr /% , - / v:'• \ \ 0.82 ACC:%\ \-\ Y- 7 �•� OFF-SITE DISTURBED AREA W 1 t � \ C _ t✓ TOTAL DISTURBED AREA = / r"y _ �t \ \ \,\ . �.• IMPERVIOUS AREA AT COMPLETION 13.25 DATE 3 ' j♦♦♦ ' ` . v PERVIOVS/SEEDEO AREA AT COMPLETION 0.25 0$jOPfZ014 DRAINAGE A 1 PROJECT NO. _ t d �l l ./ , /- - t\ �. 160633001 S _-.--�-' B . �\i't l v 0.22 AC. �� / v \ ��. tc _ 1 ` \ \ / - f i" SHEET NUMBER N 1 I NCT �\ _v 6020 6 19 ` 1 2 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 DEVELOPER/OWNER: CITY OF BROOKLYN m GATJN DEVELOPMENT COMPANY,INC. CENTER: i r w 886 LAS OL45 BLVD.53 600 FORT LAUDERDALE,FL 3301 CITY OF BROOKLYN CENTER Q E A ✓ (954)302-5900 6301 SHINGLE CREEK PKWY ° M a j t --- -�!_ ...--- _ \ BROOKLYN CENTER.MN 55430 E o Zi/iJ TRU \� - OFF-SITE MATERIAL AREA(S)INFORMATION SITE OPERATOR/GENERAL CONTRACTOR: HE r/ r) BORROW SITE NAME: DISPOSAL 9TE NAME: Z 2.° BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS 5 w 5 �� / //• / n % ,' \ \ - C �� ) �: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: [VOINITYHED SCHEDULE. GENERALDEROSION AND SEDIMENT s Q ° CONTROL NOTES,MAINTENANCE NOTES AND a f /, ! 1 -"- \ ) \ - ?' BORROW SITE PERMIT NO: DISPOSAL SITE PERMIT NO: SEQUENCE NOTES ARE ON SHEET 6022- j i ; / ( �.�.� / PS EROSION AND SEOIMENTAnON CONM L DETAILS. BORROW SIZE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: j r f / 1t• THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT,CpJ1RAC4% BID SHALL INCLUDE CONSIDERATION FOR 6 C '� / 1) CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE E Z .�1. / i / r �'�` ADDRESSING THIS ISSUE �� /{ ♦ - - X / 2) BORROW AND DISPOSAL INFORMAnON IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY. / / / NOTE TO CONTRACTOR: ', ,. / ✓' ♦ j \\ 3) CONTRACTOR SHALL STATE-NOT REQUIRED FOR THIS PROJECT-IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT. L z a i I j MAINTAIN RAFFK FLOWFRpAXERXES QAGJACENT y \ ��• - - \\ \ ll FLOOD ZONE NOTE: O ` <' PROPERTIES AT ALL TIMES DURING C(XA6TRUC11pN. / \ \ •\ ; ,w O / 1 f h / CONSTRUCTION PHASE WI GE.BARRICADES,ETC. \�.•' - 1,' `\ �_ ti. _ c 1 r f SHALL BE U11L1TZED PER MNDDT AND CITY �� / `t \ E*X' FLOOD ZONE"AE. IN 9gg F i / REQUIREMENTS. 1,\ ? \ `� \ AREA PURSUANT ON TO F.EM.A.COMMUNITY PANEL ^ vY V f f. w -�' / - ` �• .♦ S V �`, \ P \\ UNDER CONSTRUCTION NUMBER 270151 0212 E.REVISION DATE a SEPTEMBER 02 2004 D N � / / / /`� ���• / f� \ \ �a�.r (q./ ALL CONTRACTORS MUST CONTACT z / /,' fir. ,i F' \ fl., 0 120 240 a ``. �\ �� ;"��/ ! �� !/ \ GOPHER STATE ONE CALL z ° •( } I� SCALE MN TOLL FREE CONSTRUCTION 252-11 S 0 i e / / ,$- -� 'F� 5.7, BUILDING51-e BEFORE CONSTRUCTION BEGINS 0 r� `\;`� .`l 8 (UNDER CONSTRUCTION ``` \\ /. TWIN CITY AREA 651-454-OOD2 K E s 4 /\�N `•` ♦/ ��• ,-`/-h•A` B.C_ ` \ P �' / CONTRACTOR TO COORDINATE PHASING OF WORK i ♦y�( `1Y.0 \ �® / THE ER AND OWNER'S p p o O a I •�: / j4 �'.�� �'jP / / ALL WOENTATV E CONTRA AND/OR R SHALL CONTAIN ° / I B ,\ / / I ALL WORK WITHIN THE LIMITS OF DISTURBANCE. Yii , \ \ ; .• / / / O .. OR IS RESPONSIBLE FOR rcw a EQUIPMENT.RNG A L RASA AFFECT B WORK TO j> -z AI CONDITION ASAGOODTAS EMSTINGYOR BETTER. o / i er I11'r7 D O v�`v AV A a s z ^' 1 ON-SITE OMITS OF DISTURBANCE TO END AT Yam 1 yy THE PROPERTY LINE.REINFORCED SILT FENCE �m-p N F I ` \ \ \ :j �30 \ � AND TREE PROTECTION FENCE TO BE -. <p a e° �I' ,I/! �: .� \ 4�-' �F.-� �`\ \ ,r:.�� 2,•I CONSTRUCTED JUST INSIDE THE PROPERtt LINE 00 ° '�� ND OUTSIDE Of AlL PROPOSED IMPROVEMENTS. }pUIpZ. JO a / O PS SITE FEATURES gSCsro3 k P X.X)(X DIRECTION OF OVERLAND FLOW 10 0 3. U G PROPERTY LINE °m 3 N y Z •sssssssss• PROPOSED LIMITS OF DISTURBANCE 0 T� G ,. 1 ®'r__.._., - / '�ij/. ([F'• _ \ \ EXISTING BUILDING Z m w \` E%ISTING CONTOURS m ..........' .. _� PROPOSED CONTOURS ° a w z PS ' t �� - v � mz W 4 o _ 'o \� EROSION DETAILS Q Z 0 Z w _ ' ti. \ \� `P - I\ \. ✓� \ \, � 1S® SWEEP INFORMATDN SIGN O O AREA INLET PROTECTION SEDIMENT CONTROL %^ L.L 11 1 •. + O F Z ° L { ` 1; r1. \ ,1 \ �� L/.,..��,` •, \ \\ ' IPB SILT FENCE INLET PROTECTION Q W Z J^ CURB INLET PROTECTION SEDIMENT CONTRIY W LL j RS \ E T _;.-_� ,, - P .� col+sTRUCnoN xI _ o t - • �) ` ..'. . T -,. .. � '• .' 7 ,• .:P ... �\\\ `�\` EXISTING REINFORCED SILT FENCE EXISTING SEARS � l IRSF \-�, ��"� --7981 FlLTREXX SEDIMENT CONTROL W VJ m _ d J c i1 ..'\ •• \ ♦ \ \// ` / / / -NO CONSTRUCTION TRAFFIC-SIGN O // CONSTRUCTION FENCE I ) , 1 ..'.•.'I'--:.:'.'._.'._.. / -�� I ^\\®u �UI `••[•:': ':'>/ ` / `'\ O PERVIOUS AREA(REF.LANDSCAPE PLAN) rn N 0 0 �; 1 1 /� • NOTE TO CONTRACTOR: \� \ ARCHITECTURAL APRON Z z NO Y W SHALL BE PERFORMED ON Tff SEARS `` '� /- ° r .... / P ,�,• _ Y�IRITTEN APGROVAL UFRCM TIEERESPECTIV PE ROPERTY ♦y.''' // /' ��\ \ vJ W K E ` 4 / \ y.1� OVYNERAISI WTLIN DEVELOPMENTCOMPANf. \ \ \ \ tt ! \ \ I / ACREAGE SUMMARY — PROJECT W ° i �, \ ' ` • (` I I\ 1`_. AT TOTAL BUILD—OUT \ �.. �, \ —/ (TO NEAREST WARIER ACRE.PER MN GENERAL PERMIT) Z 0 c Ir _ TOTAL PROJECT AREA 81.00 W a ° ♦� ® , I I \ k 1 �j`-' �\ \ \\�y+,'\ ON-SITE DISTURBED AREA 53.50 0 a \ t'� 11t 11 1 , /�.-�♦ .._..___. `. ' 1 \` .. 1�-ryA1R /� ON-SITE DISTURBED AREA(FOOD COURT) 13.50 w z V ti • /!� `- �. G\ \\yLy�L 1/-+\C ../ OFF-SITE DISTURBED AREA 1.25 N y- Z Z ° �'\vA I ' tI 11 • `\\`/ J w- \ \\ I \\\\\ /� }, -dd,JJ♦ \y,�('\•GE// / '"� TOTAL DISTURBED AREA MUST MATCH NO]) 54.]5 d L �a.�/,` \� ' ••:iL•\,�\�\\\1�\' /' IMPERVIOUS AREA AT COMPLETION 42.75 Y S / l' �� ^/ �, \�� / �/ PERVIOUS/SEEDED AREA AT COMPLETION 10.75 J O o /- PS ,c`- r \ - / ACREAGE SUMMARY — Z '6 t 1 \ / /,.' 1 / // FOOD COURT Z m a / (N NEAREST QUARTER ACRE PER MN GENERAL PERMIT) = W TOTAL PROJECT AREA 81.00 Z 0 M I ::"a{A- `\ t /. //\ 1\•1 /. / �,` / ON-SITE DISTURBED AREA 12.75 = t� OFF-SITE DISTURBED AREA 0.75 DATE U ` ` <'' / `.•_� \ �•-� ♦`�� ✓• TOTAL DISTURBED AREA 13,50 05/02/2014 a IMPERVIOUS AREA AT COMPLETION 1325 PROJECT NO. -'~ y `y=� \ 1 I- / \\ r •�. PERVIOUS/SEEDED AREA AT COMPLETION 0.25 160633001 •- -- q� E C - >•''r, r\i'�'�� ``� -� r' SHEET NUMBER N E .�''� .__ \\� ;',; L I \�® 11 \ / .' i /. 6021 r a s 1 2 3 4 5 6 7 8 9 10 DO GENERAL EROSION AND SEDIMENT CONTROL NOTES ENVIRONMENTAL NOTES A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THE SITE MAPS,DETAIL SHEETS,THE PLAN 1. A CONSTRUCTION CONTINGENCY PLAN(CCP)HAS BEEN ~ NARRATIVE,ATTACHMENTS INCLUDED IN SPECIFICATIONS AND ALL SUBSEQUENT REPORTS AND RELATED PREPARED FOR THE SITE BY BRAUN INTERTEC DATED D5272011 DOCUMENTS. ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION PREVENTION SHALL THE'CCP'AS APPROVED BY THE MPCA OBTAIN A COPY OF THE STORMWATER POLLUTION PREVENTION PLAN AND THE STATE OF MINNESOTA NATIONAL A. THE SITE MAY CONTAIN CONTAMINATED GROUNDWATER I POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(NPDES PERMIT)AND BECOME FAMILIAR WITH AND SOILS AS A RESULT OF CLOSED LUSTS(LEAKING A THEIR CONTENTS. UNDERGROUND STORAGE TANKS),FORMER DRY CLEANER, E C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP.ADDITIONAL AND DRO.A3 A RESULT,SCREENINGS MUST BE BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NOADDITIONAL PERFORMED BY A BRAUN INTERTEC TECNICIAN ON SOILS COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. UNCOVERED AS A RESULT OF DEMOLITION AND DURING _ D. BEST MANAGEMENT PRACTICES(BMP'S)AND CONTROLS SHALL CONFORM TO FEDERAL,STATE,OR LOCAL EXCAVATION OF CONTAMINATED SOILS. B. SOIL VAPOR INTRUSION INVESTIGATIONS MUST BE REQUIREMENTS OR MANUAL OF PRACTICE,AS APPLICABLE.CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. COMPLETED PRIOR TO BUILDING CONSTRUCTION TO E SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS.PERMITS FOR ANY CONSTRUCTION ACTIVITY DETERMINE WHETHER SOIL VAPOR INTRUSION MITIGATION w - IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. IS NECESSARY.. F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE C. PRIOR TO ANY DEWATERING,THE CONTRACTOR SHALL _ GENERAL PERMIT. PREPARE A SPECIAL DISCHARGE APPUCATION AND SUBMIT BEST MANAGEMENT PRACTICES SEQUENCE G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL AND OBTAIN APPROVAL FROM METROPOLITAN COUNCIL. ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA,EMPLOYEE PARKING AREA,AND AREA CITY OF BROOKLYN CENTER,AND THE MPCA. _ FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET FACILITIES.CONSTRUCT A BERM D. DUST CONTROL MUST BE IMPLEMENTED WHEN NOTE:UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS:TRAILER,PARKING,LAY DOWNSTREAM IN ACCORDANCE WITH SPECIFICATION SECTION 02370. NECESSARY AS WELL AS PROPER DECONTAMINATION DOWN,PORTA-POTTY,WHEEL WASH,STOCKPILE AREA,CONCRETE WASHOUT,MASON'S AREA,FUEL AND z H. ALL WASH WATER(CONCRETE TRUCKS,VEHICLE CLEANING,EQUIPMENT CLEANING,ETC.)SHALL BE DETAINED PRACTICES SUCH AS ROCK APRONS AT THE EXITS,STREET MATERIAL STORAGE CONTAINERS,SOLID WASTE CONTAINERS,ETC.,THROUGHOUT DENOTE THEM ON THE AND PROPERLY TREATED OR DISPOSED. SWEEPING,ETC. SITE MAPS AND NOTE ANY CHANGES IN LOCATIONS AS THEY OCCUR THROUGHOUT THE CONSTRUCTION 2. SHINGLE CREEK IS AN IMPAIRED WATER ACCORDING TO THE PROCESS.IN ADDITION,NOTE ALLAREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE i•� J L SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE L OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. MPCA.ALL CONSTRUCTION SHALL FOLLOW THE GENERAL SITE MAPS. O �a B J. DUST ON THE SITE SHALL BE CONTROLLED.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR PERMIT REQUIREMENTS FOR IMPAIRED WATERS AND IN L TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. ACCORDANCE WITH THE SWPPP. PHASE 1 ° K. RUBBISH,TRASH,GARBAGE,LITTER,OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED - S. CONTAINERS.MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND 1. INSTAMATIONSIGN.CONSTRUCTION EXITS,NO CONSTRUCTION TRAFFIC'SIGNS,AND SWPPP E OR STORMWATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. INFORMATION SIGN. L ALL STORMWATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE STORM WATER 2. INSTALL CONSTRUCTION AND SILT FENCES ON THE SITE(CLEAR ONLY THOSE AREAS NECESSARY TO POLLUTION PREVENTION PLAN,SHALL BE INITIATED AS SOON AS PRACTICABLE. INSTALL CONSTRUCTION AND SILT FENCE)AND INLET PROTECTION ON EXISTING INLETS. FI` 6 M.ALL DENUDED AREAS THAT WILL BE INACTIVE FOR 7 DAYS OR MORE,MUST BE STABILIZED TEMPORARILY WITH 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. INSTALL AND STABILIZE HYDRAULIC CONTROL STRUCTURES(DIKES,S WALES,CHECK DAMS,ETC). oT THE USE OF FAST-GERMINATING ANNUAL GRASSIGRAIN VARIETIES,STRAWIHAY MULCH,WOOD CELLULOSE 5. BEGIN CLEARING AND GRUBBING AND DEMOLITION OF THE SITE IN THOSE AREAS PERTINENT TO THE es FIBERS,TACKIFIERS,NETTING OR BLANKETS AS SHOWN ON SITE MAP. CURRENT LIMITS OF CONSTRUCTION. ` N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HNS PERMANENTLY STOPPED SHALL BE 6. BEGIN GRADING THE SITE. PERMANENTLY STABILIZED AS SHOWN ON THE PLANS.THESE AREAS SHALL BE SEEDED,SODDED,AND/OR T. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. ` VEGETATED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. 8. SEED CONSTRUCTION PHASE 4 AREAS,PROVIDE AND MAINTAIN EROSION CONTROL FOR ANY STOCKPILE CHANNELS MUST BE STABILIZED WITHIN 24 HOURS.REFER TO THE SITEIGRADING PLAN ANWOR LANDSCAPE AREAS,AND MAINTAIN EROSION CONTROL MEASURES UNTIL CONSTRUCTION PHASE It WORK BEGINS. a PLAN. E O.IF VEHICLES SHOW SIGNS OF TRACKING AND/OR DIRT,THEN IMMEDIATELY THE TIRES MUST BE WASHED PFV.SE 2 m BEFORE THE VEHICLES ENTER A PUBLIC ROAD.IF WASHING IS USED,PROVISIONS MUST BE MADE TO rc m INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE.ONLY USE 1. TEMPORARILY SEED,THROUGHOUT CONSTRUCTION DENUDED AREAS THAT WILL BE INACTIVE FOR DAYS OR MORE.INSTALL EROSION CONTROL BLANKET ON SLOPES GREATER THAN 37. i a APPROVED CONSTRUCTION INGRESSIEGRESS LOCATIONS. w' w P. ALL MATERIALS SPILLED,DROPPED,WASHED,OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM 2. INSTALL UTILITIES,TECT70 RA AL STORM SEWERS,CURBS AND GUTTERS. ° C DRAINS MUST BE REMOVED IMMEDIATELY. I. INSTALL INLET PROTECTION AT ALL STORM SEWER S7RUTURES AS EACH INLET STRUCTURE IS INSTALLED. OIo� a E Q. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION - POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN . ox w o 4 PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. PREPARE SITE FOR PAVINGIOVERLAY WITHIN THE CURRENT LIMITS OF CONSTRUCTION. i .. CONJUNCTION WITH THE STABILIZATION OF THE SITE. i s ` R. ON-SITE S OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND 6. PAVE SITE a _ SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES.STOCKPILE AND BORROW 7. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. �ma� Li COMPLETE GRADING AND INSTALLATION OF PERMANENT STABILIZATION OVER ALL AREAS INCLUDING AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT 8. �- _ REQUIREMENTS. O �Wpz M 9. OBTAIN CONCURRENCE WITH THE OWNER THAT THE SITE HAS BEEN FULLY STABILIZED THEN: TLOTS. �� a S. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF a a w W r 5 ES AND EROSION. A REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES, VELOCITIES F d J p E T. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT,THE CONTRACTOR SHALL BE B.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF BMPS,AND _ RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES(SILT FENCES,ETC.)TO C.ASK THE OWNER TO CONTACT THE CEC TO COMPLETE THE CEC ON SITE INSPECTION AND REPORT. "1 PREVENT EROSION AND POLLUTANT DISCHARGE 70. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION REPORT,MARKED'READY vmi 5 z m U. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE 70 TERMINATE PERMIT',IS SIGNED BY THE CONSTRUCTION MANAGER AND THE NOT HAS BEENg V. GENERAL CONTRACTOR IS TO DESIGNATEIIDENTIFY AREAS ON THE SITE MAPS,INSIDE OF THE LIMITS OF SUBMITTED. - a E DISTURBANCE,FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAG o c2 V E; W. E REFER TO SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM PRODUCTS AND/OR HAZARDOUS NOTE:THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION-RELATED ACTIVITIES CONCURRENTLY w w WASTES. SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ONLY IF ALL PRECEDING BMPS HAVE BEEN COMPLETELY INSTALLED.BMP-RELATED STEPS IN THE ABOVE o a a X CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SEQUENCE ARE ITAUCIZED FOR CLARITY. m m ° SHOWN ON THE SITE MAP.NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL NOTE: GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE >• D BE PERMITTED. < ? Y. THE SITE RECEIVING WATER IS SHINGLE CREEK WHICH IS AN IMPAIRED WATER.CONTRACTOR SHALL FOLLOW CONSTRUCTION SEQUENCE JAN FEB MAR APRMA JUN JUL AUG SEP OCT OV DEC JAN FEB MA APR AY JVN JUL AU P OCT OV DEC ALL MPCA REQUIREMENTS FOR IMPAIRED WATERS DURING CONSTRUCTION. TEMPORARY CONSTRUCTION EXITS L SWEEP ADJACENT PAVED AREAS AS NEEDED OR DIRECTED BY THE CITY ENGINEER. AA SWEEP DAILY OR AS REQUIRED BY CITY ENGINEER. TEMPORARY CONTROL MEASURES BB.SWPPP INSPECTION REPORTS SHALL BE SUBMITTED DIGITALLY TO THE ENGINEERING DEPARTMENT WITHIN 12 SEDIMENT CONTROL BASINS /� HOURS OF COMPLETION. STRIP&STOCKPILE TOPSOIL y) BMP MAINTENANCE EROSION NOTES ROUGH GRADE _ 0 Z J J = STORM FACILITIES O F 5 ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN,AND IN THE STORM WATER POLLUTION SITE CONSTRUCTION Z PREVENTION PLAN,SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FORA COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE.ALL EROSION AND SEDIMENTATION CONTROL PERMANENT CONTROL STRUCTURES Q Q W w MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR FOUNDATION BUILDING CONSTRUCTION Q °= z THE APPLICABLE PERMIT,WHICHEVER IS MORE STRINGENT,AND REPAIRED IN ACCORDANCE WITH THE FINISH GRADING ° FOLLOWING. = LANDSCAPING/SEED/FINAL STABILIZATION O J P 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACES IF THEY SHOW SIGNS OF w ON ~ ° UNDERMINING OR DETERIORATION. 0 C_ 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS � G L.L ° E u SHOULD BE FERTILIZED,WATERED,AND RESEEDED AS NEEDED. Ll 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.SEDIMENT SHALL BE 1)CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. Z 'O REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 2)TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION. W W O 6 4. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR _ FLOW OF MUD ONTO PUBLIC RIGHTS-0F-WAY.THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE syp *a ky,"� �•. 1 MILE INFLUENCE ZONE ° r "vc v ND uq t z a CONSTRUCTION EXITS AS CONDITIONS DEMAND. M S" `o raj 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR , > Y s.q }$rc.� "vc �j R¢ w PARKING AND STORAGE).THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS y S` °` B+•Mwr Rn O �KI'� a '� N _ CONDITIONS DEMAND. 6666 S, x : yy� y f \ i S. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS $ e CItY 'V "ia.,- �' Q AT ALL TIMES.SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN k ` -°+cE�` F�0 H°LL (� 4 -� Q V) O CAPACITY HAS BEEN REDUCED BY 50%. ' '' - - U; w a 7. PRIOR TO LEAVING THE SITE,ALL VEHICLES SHALL BE CLEANED OR DEBRIS.ANY DEBRIS ANDKN2 g slaHai 1s .k 7 Z Z A } - j SEDIMENT REACHING THE PUBLIC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN TE:BROOKDALE - w ° FLUSHING. sI'11ra BROOKLYN CENR:R MN 1"+'•�• Ra,x _ w Z E 8. ALL MAINTENANCE OPERATIONS SHALL BE DONE WITHIN 24 HOURS AFTER THE DISCOVERY,OR AS SOON A � `� g y3 +-'ij' S TAT:0.S•04-N LONG:83•iC 0.Yw P!'� 6 -- �l"{�j . . �W �. O P AS FIELD CONDITIONS ALLOW. vux v yap y 2j $ E > S i7 SITE BRO°KU4LE � BROOKLYN CENIER.MNnFl/ LL L O TAT:AS'03'ODTH LONG:BJ•10 03'W -'fi / �� 1:,1 F y. !1 o F 5 SODDING/SEEDING NOTES 3: ® M`" °" •� p r r UL GLTE REEKM �/ LU r SOD e 1, PROVIDE SOD SPECIES,DEVELOPED PRIMARILY OF BLUE GRASS AND FESCUE SEED,SUITABLE AS LAWN J y y` ;elw°uY �+ o M n "cr ` I I "• • �+/ y Lli Z V F $ TURF FOR THE REGION.SOD SHALL BE STRONGLY ROOTED,2-YEARS OF AGE MINIMUM,WEED,DISEASE, n" Ly e r�'" =e, BROOKDALE E S 3 Z w 6 PEST FREE AND UNIFORM IN THICKNESS. '` V" 3 ux aL CENTER 2 DO NOT PLACE TOPSOIL UNTIL SUBGRADE HAS BEEN APPROVED IN ACCORDANCE WITH SECTION 02300. y<N y REGIONAL ST TER 3 3. BEFORE PLACING TOPSOIL,RAKE SUBSURFACE CLEAR OF STONES,DEBRIS AND ROOTS.DISK,DRAG, xn 0. as,n j v v • x. E FA°unes- "f I• W O _ HARROW,HARLEY OR RAKE SUBGRADE TO A DEPTH OF 2"<"AND REMOVE STONES LARGER THAN 1-12"TO "D S' ¢ r sve M1b,r u� B®°-' y :max y e "1 K '* "n` z 1p°�. T, r y S' n O O PROVIDE BOND FOR TOPSOIL �j, ox I VN A " r� P V 0 4. SPREAD TOPSOIL TO A DEPTH OF 4"BU7 NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT M d d I€ n 8 e l CD U Z ROLLING AND NATURAL SETTLEMENT.ADJUST DEPTH OF TOPSOIL IN AREAS ADJACENT TO PAVED x 6 'y ;,�' s-- SURFACES OR CURBS TO ALLOW FOR THE PLACEMENT OF SOD. 1 L B m a>!L • :r ' y ULTIMATE RECEIVING WATER: :�) -IY� 'a I A w 1` Z [p z Q "e r K yq z r N. SHINGLE CREEK .y = W 5. INCORPORATE SOIL AMENDMENTS AND COMMERCIAL FERTILIZER INTO THE TOP 4"OF TOPSOIL TO ACHIEVE k"B Vise ` .L Nj,-,,,I gy< "^ _ V Y V Y I,y A lei. N�•.: ( ) �, 'I �y { W THESPECIFIED TOPSOIL REQUIREMENTS.TILL SOIL TO A HOMOGENOUS MIXTURE L� r7 } t 6. GRADE AREAS TO FINISH GRADES,FILLING AS NEEDED OR REMOVING SURPLUS TOPSOIL.FLOAT AREAS TO SMOOTH,UNIFORM GRADES AS INDICATED ON DRAWINGS. w 7. CUT AND LAY SOD ON SAME DAY.ONLY HEALTHY VIGOROUS GROWING SOD SHALL BE LAID.WIDE MACHINE 3' ` i : i x u c # fir'� F ? " O LAID ROLES ARE ACCEPTABLE. y R N W1 x w col _ _ -- DATE 3 � e 05/02/2 14 j 8. LAY SOD ACROSS SLOPE AND TIGHTLY TOGETHER TO RESULT IN SOLID COVERAGE FREE OF GAPS. " I ,� k -} - s cBN G >° 9. ROLL NEW SOD TO SET OR PRESS SOD INTO UNDERLYING SOIL 'n"M' E ova • { Y J 10. ALL FINISHED SODDING SHALL BE SMOOTH AND FREE OF LUMPS AND DEPRESSIONS. Ok a"� _�> i � ZT PROJECT OI 4 8 11. AFTER SODDING HAS BEEN COMPLETED,CLEANUP AND THOROUGHLY WATER NEWLY-SODDED AREAS ," \ �uoxw wa y/ �"' �'�°+ I•�^ ice`"• K SHEET NUMB G n 1MILE INFLUENCE ZONE ''1'^f i, '-1 �-T C SHEET NUMBER E IMMEDIATELY. E 12. CONTRACTOR IS RESPONSIBLE FOR SOD WATERING FOR 30 DAYS AFTER PLACEMENT. ;lL�ri SEED: SITE LOCATION MAP 6022 .o $ 13. REFER TO LANDSCAPE PLANS AND SPECIFICATIONS FOR PERMANENT SEEDING NOT TO SCALE USGS QUAD MAP SECTION 2-TOWNSHIP 1 SON-RANGE 21 W NOT To SCALE 0 Drawing name: K:\TWC—LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Phase 3 R and T\6023 EC DETAILS.dwg 6023 May 02, 2014 8:33am by brion.wurdemon ' m n W D This dacumenl,tagelhv with the concepts Intl tleaipne 11...r—h -.as an malrumanl II xerwcs.I.inlentlad only/a Iha apwiRC purpeaa Ind client for which II woe praparatl.Rauae Ir Intl Impruper reliance In Nie tlocumsnt wiUwt written Iulharizal and Itlaplatlln by Klmley-Hom Intl Aasocl 1-Inc..hall be without Ilava,to Kimley-Harn and Aaaodatee,Inc. 59[ 99IgaFI ; la s @ II'p� a"! F a A T. III,, E s" !!gg 9g g@ n z p� !'I�a$ z AD z a 111. q gIa@ s E vx aA��ax! {q! z ESp9�,Ay EE @ N A° °,-Zo r°AF r'I usAa��nNm�' �T ,1 is � O� Naoo F<o0iN6''P o H° Az _Zo� A. o <°��aN m 6 J SN . o m t � w m� �al�I E F �II al' R I �w nm N w ew n 1 c ! i 9 A ! as ! 15111 za m "P Nam lil 'sue .r 4 It P ISO! 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A9 �a a y $ A d•� aa�I�I 'lessees! iaae'a9aa! � q�aq q��&!�jl F o SCALE I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR AS SHINGLE CREEK CROSSING EROSION AND DESIGNS NOTED ly 5PERVISION AND PTHAT I AM A DULY PICENSEO IRECT Kimley*Horn N m rn cn PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE o BROOKLYN CENTER SEDIMENTATION AEG OF MINNESOTA. m m N y NC G DRAWN BY Ix�wnl mmr-xum ssaoaemsvi z BUILDING 9,10,R,T CONTROL DETAILS CHECKED BY AEG LUCAS C. PAYN P.E. o DATE: 05/02/2014 IN uc.ND.O. 46785 No. REVISIONS DATE BY A HENNEPIN COUNTY MINNESOTA wDM mod 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 r m A 'qIr DEMOLITION LEGEND E115TNG BUILDING TO BE DEM01I5HED (REF ARCHITECTURAL PLANS) c .;Y / MANTAN TRAFFIC FLOW FROM XERXEB TO ADJACENT \ /'e / / i' r I/ / n.. PROPERTES ATOLL TMES DURING CONSTRUCTOR. Y A t''P ' _ / /^ Y p( � /( '/� CNSTRUCTIN PHASE SIGNVGE,BARRK%10E5 ETC. ` - ,/ D DRAINAGE&UTILITY EASEMENT E J (� �C SIPLL BE UTI ED PER MBDOT PRO CRY ` t� I J ! / REQUIREMENTS. A I'�-r•�/' r a _-- -� i/ 0 so 120 EXISTING LANDSCAPING TO BE REMOVED 2. �•` SCALE FEET V B °_° .�/� / 1 ,t-../ VE"B� � - `\` _' � // // E%1511NG CONCRETE TO BE REMOVED // I"4 ,, WCUT LI�1 / ``\\ ._. //j l/ _. J / _ - '// / � I TOS EN REMOVED OUS PAVEIAENT s A( FUTURE OE-LDPMENI EXISTING WATERMAIN TO REMAIN C 's i .�\ "'E r' ) J r ,\ R` \� ,,, X I tU PRASE 3..._..CLAN) / ` _ _ -... / EXISTING SANITARY SEWER TO REMAIN I '- s: , , ' �'•-1/ (� /�, `\ �" / ___ / .— _. �! I '� -- EXISTING STORM SEWER TO REMAIN + i' f _ EXISTING UNDERGROUND COMM.t0 REMAIN 0 ''' � 'r I \ � `•\ � j UI� ? M' �`�\ ___ _- � - - i � - ---- EXISTING UNDERGROUND ELECTRIC TO REMAIN i S ' I / r `• I;-r ` /� ,+> P ';' ``\`t� - ___- -_-_ / / 1 � -." EXISTING GAS MAIN TO REMAIN A REMOVE TREE v E ( %✓ �•;.� �V \ r'F y) f ;% ":X'�'{`//':; �' // _._./_ I \ SITE KEY n x.....a ...s. UTILTY REMOVAL €i NI D CUR REMOVAL ______________ B n' �. •,,. - ( ;;;;/%;',% FULL DEPTH SAW CUT yy § °° n ;l :-\. ♦ ~ f %F"•./ 1• A� - _- _..__ ._.__ ._ ■ Po Po Po Po Po■ LIMITS OF DISIURBMICE ANFIEC,TTAK:T4:'; ° .. CONTRACTOR,JD,ABANDON(31 r':'ii/j'-';:':`:'.:':':',:':=,:::::,, ' � ��♦�.� \�"l 1� :',: ;:"EAIITRAGTOR- PK'IDDATCTL" . /J PROPERTY LINE � U � t 1 C91Q1iLtCTDR- :CDIUCDg1ATE.-9ATM, Aa.-,; O ° \�' � -���-:; •` "' :,,, : :SDYNCE;PRAYIBER:76 B74S�k�SERVICC - ,`�/ PROVme To' ACENTF t tt E AAf:.,. NOTE TO CONTRACTOR: DEMOLITION NOTES: _ PROTECT EXISTING PLANTINGS,IRRIGATN.SITEWAJR, PNDUtt PROPERTY WRING OaNSTRUCTN AIN 1. AN IPDE♦PFRMT WAS OBTANtD BY TIE DEVELOPER SRE DEAKKUTIN SHALL NOT COMMENCE UMILTiE O �O DAGE NG CONSTRUCTION SWILL BE THE MPROPRNIE BAPS ARECNSTRUCIEDAND 9UBSEWENRY APPROVED BYTIE ENGINEER -z wig DAMAGE DUPo IJ OT1Ukl1..: ._ ♦ -' CONTRAC1dY3RESPONSINI-TYTOREPARANDOR - - P 0 CT SA Y �. \ / - U' REP CE. IS RESPONSIBI.E FOR THE OF?IOLfTION,REMOVAL AND DISPOSAL(MALOCATION 3g d 'I I THE CONTRACTOR SE 5 C E 1 n s a FGNwTION P WALLS RUE DRAINAGE STRUCTURES OPoTES)OF ALL BTRl1CRSE8,AOL Q Uj o ICI I■ `. �:'::::..:.....:. ;::,;:'--_-�. TTHE IMPROVEMFMI9 SHOWN ON PARKING,DRIVES.,N ME DRAINAGE URLRIEL ETC.9 St 1 Z Z _ TO BURABIE T fE LIFODIOIR !' P BECNSTRUCIFD .AU r-ACLmEs TCl BE REMOJ®3NAL1 TIE PUNS CAN E - ^'II %••� / 1 \ -- ! NOTE TO CONTRACTOR: MATERULAND eROIwNrro GRADE wrm surABI.E COMPACrEDFU IAATERULFm THESPECFICATaNL d �.,s' A 1Y NO wORTY OR TN E PERFORMER N n NITROU P R PPo]PERtt OR TEIR UIILT'SERWCES WITHOUT PoO FOR REMOVINOALL OEBPo9 FROM THE 9ffETiNT l9 NOT BEING U �. ": : WRITTEN _ _ L THECONDORI OT1ISRESPONSIBLE O F RECYCIEDNOTHDRW6E REUSED AND DISPOSING THE DEBRIS IN MANNER TIRE OWNANCGiTUNDDE ELOPMENTCOMIPHNYROPERry €mF IN ORE9Pp191BlE FOR OBTNNBO ALL PERMITS RL-WIRED FOR DEMOLITION AND DI9P09AL ° w <a PROTECT " `y ♦. TIE CNIiVf:IOR SHAl1 MAMNNALL UIIIfTY SERVICES IO ADJALFNTfWiOPERnES ATOLL TIMES, i J� / �w + TTY 9W4L NOT rt wALMARr ANDAPPL®EEL ITT& SERVICES MREDT SEM91(0 9 INCLUDING NRNGru o N NCI& Na 5 1 FZ V a . \ INIEfBNUPTED WITNWTAPPROVAL FROM THE OEVELOPERANG COOfONATDN WITH ADJACFM O I PROPERT AND THE CITY i . N + e `s IfSS u; 0 01 l vl�w U , , : EGA'D kU-" :�' ...:': �\.�..�.:.�,::.:_- ..:.,:•..!/..: '.- .'.! -: REF ARCH P LANG FlXRSE ",!/..: `'```R`•� \ / / / / I ANY FEES WHINARE TO SE PAD T O TMH E UTILI TY COMPANY FORTEIRSFRVICE4 TIE C NTRACT PR�R6 wS. TIRE CONTRACTOR SHALLCOORDIItTE WffH RESPECTIVE lTLUTTCOMPANIE9 PRIIXRTO TE REM N RgUTILITIES. CONTRACTOR COORDINATE WR FM OAL CONCE RNING,PORTHONSF WIORK INI1 7IMAY BE PERFORM ED BE UTILITY COMPA NYS ORCESAN D srcFg-S�v�i < / Q G E SEPARATION AND.RE$TORA'ADN ': \4 RESPONSIBLE FOR PAYING Nl FEES AND CHAIINES. D U V E 4L i`, re r' l / h ' L TIE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO THE kJ U V O EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS.THE CONTRACTOR IS R6PONI FOR N Q U 3 ALL REQUIRED TEMPORARY UNITIES NECESSARY DURING CONSTRUC ICN. Z m m 3 NFORMA%N AVATAR E AND ARE G VEIN FOR HE CONVENIENCE OF THE CONTRAC OR T E @ GINEER zS O I A ,. `;� \ \ f. TIE LOCATIONS OFALL EIDSTINO UTLRIES 3NOA'N ON THE PLAN HAVE BEEN DETF3MNE0 FROM THE BEST <"' ASSUMES HO RIESPN9®IUTY FORTIEIRACCIJRACY.PPoN TO THE START OF ANY DEMOLITIN ACTNTY. O :'.' / \ TTE CONTRACTOR SHALL NOTIFY TIE L TIL COMPAMES FOR LO T1oms OF EXISTING U ILITES W THIN Y� � RANT DMII � T i, t :, IlGfN7 `�1 \♦ \ uC L ALEXL4TINO SEVIEAS.RPNO ND UnLmFS 9HOVM ARE NOT TO BE INTETIPREIEO AS THE EXACT —WAT H ,, i '� / \X LOCATION.OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON TIRE SITE.VERIFY EXISTING COMMONS AND yy ANTIO COMPANIES REGARDINGDESTRUTOMD FEMOVO NMUNEAW N6ORAPF4 IW NMK PROTECT EXISTING 76 MIOMR WTTNTHEWORK d `_u 1 1 iw ♦ Y GAS LINE \\� ELECTRICAL.TELEPHONE.GBIE,WATER,FIBER OPTIC GNE INDIAN G44 UlE3 NEEDINGTO BE O REMOVEDOR REL UT SW BEWORDIRATEDWITHTHEAFFECTEDUTILITYCNPANY.ADEGIATE s'Y { ♦ .,aN\ TINGE SHALL SE PROVIDED FOR RELOCATION AND CLOSE COORpNATION Wm1 THE UTILITY COMPANY 0 Ly 0 � tV NECESSARY TO PROVIDE A SMOOTH TRANSRIN IN UTILITY SERVICE CONTRACTOR CONTRACTOR 51441 PAY CLOSE v '+.,{ 1 ♦ ATTENTION TO EX$nNG UTILITIES W'IT11N ANY ROAD RIOHT-0E-WAY WPoNG CONSTRUCTION. Z O \, 10.CONTRACTORMIISTFROTECTTHEPUBUCATALLnME3WITHFEN W,BARRICADES,ENC FtES,t:TC., O / y MNTENANC CE W17H FO PGII IN ESOTE�WCIFIX SON UENIFORM TRAFFIC¢arrnOL DEVICESCgRNA UTCD),D o I 5'T�1itl , - \,�' ��4 / ♦ r, WM OTHERAPPROPRNTE BEST MANAGFMENTPPACTICES)ASAPPROVED BYTIE DEVEU0MR. % q] /'/` ^♦ ♦-W \ 'j4M. / «.-.� \ ` tC INL NCWOING TIE FIELD MANLWLFOR TEMPORARY TRAFFDCONTROL ZONE LAYOUT ENT TO BE o /J • ♦ EXISTING BUILDING TO REMAIN. \ \\ \�� �,�' ��.- �._ `� TATn m HATE / , ,� CONTRACTOR TO ENSURE PROPER ♦ \ \ \\ ^ / \ � /\// 14.CONTINUDUB ACCESSSHALL BE MANTAIEDfYR TE SURROI1NdNG PROPERTES ATALLTMES DURING O 1 0 j- V ACCESS IS PROVIDED TO BUILDINGS \ �% \ \ \ \�' DEMOLITION OF THE EXISTING FAGm LES.REFER TO CONSTRUCTION MANAGEMENT PLAN FOR ADDITIONAL NFORMWACON. >!4 I \ �4\ �,. TO REMAIN. l \\ /�.� \ \��Y�j/ �� 12.PRIOR TO DEMOL NOCCURRING,ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED WIERE NECE99ARY.PERTHE EROSION CONTROL lO PLANS A 9PECIFICATIN W S. Q a J Fi I 1 B-- / ♦♦ ♦ �f W� - ° . BILL RATE\ "REOUINED AS BROWN N THESE CONSTRUCTION P BANS BUT F ANY CAWMM IS INGI N ANY OF THE '`T jf'� NOR, 811RRIXINDINO PAVEAEUR.ETC.TE CONTP/NnN SHALL BE RESPONSIBLE FOR T9 REMWN.AIO B R,BE CUT REPAIR 1W/1 I "1 4 Y ` - I MFII Y CDIDIRTiBx _ _ ' O �'` \ ♦ \ \ \ roPWAIgETEO AxD PiM1p1 DEPARTMENT TO FRAM PROPOSED MPRGVEMIXTS AIOTOENSUREADEQUA--PROTECTDNl9 E !( Z �9J \\ 1A.TIE CONTRACTOR 9X41 COORDINATE WATER MAN WORK WRH TILE FlRE OEPT.IWOTIE CffY IS Q ,UNI'''T 1L A ♦ E♦ ♦ I C`e`~�-J \a� ' °♦ us[ CONSTNITLY AVAILABLE!TOYS&TE THROUGHOUT THI96PECIFD WORK AM TROUGH ALL PHASES OF /lI O p u 1 1 ♦♦• C \ A!\ ,�♦♦\ MVl6TRHIR�WITH TE CRY DURING OONSTROCTIONF.ANY C06BASSOCNTEDWIDI WATERMAN SMUT `/ LL' ss AT CAPPED EM a ALL U1Mtt BERW X IYNECWBXS i t�1,11 Q ♦T✓' ♦ 1 YIUrtnTI OFFSWLL BE THE RE9PON9BILRY OF TIE CONTRACTOR NO NO EJCTA COMPENSATION MLLBE ��VY)Y PROVIDED. �y/ Z w K c ,� N A ♦ ♦�T` C 1 ��G\ '� �'AS `` `` ;\ .\ Mcc— 1S.CNRRACTORTOUSEEXTAEME CAUTON DURING DEMOLITION OF THE EXSTIO STRUCTURE AWACENT TO VJ Z E i N 1 yi ♦ �R� �\ °� \\ �ry IXISTING SIRUCIUREB TO REAWN DAMAC;£TO ALL EISTING CCNIXTIONS TO RE]MN WILL BE REPLACED O W I`N B "SMMRYY--y-11"` ♦ ♦ A/ `/ a /• + \ F�VTUIrt 9TE UMTNC NrR AT CONTRACTORS EXPENSE LL ry J t'V W }. �♦ ♦ I 1 WF _ �. ; ♦ \ FTNBOPTICLDASnATIwN) PUIPIE 1,.BTLMNOIISAIOCONCRETEPAVEMENT9.WfTHINTIELMIT$OFDISTURBANCE.9HALLBERDAOVEOAS Z o Q ) 11 N ♦ �., � % �TL / �V ♦ LLJ INUICATIEDNTER.wS. U/ r r+ �. ♦ ♦,.\� `\,♦♦ \ j DETAIL: P.O.C. LOCATIONn 1T.ALL UTLTIES SNOWN ARE EXISTING UILmEB. Y 'V,�1 11 \ -- tiff•• �, U O� m Y l W 1 w J ♦,: ♦„� I .4y• \'� ` ♦ - ��..r-DTPOGIIC 13/I1/DA 18.THE CONTACTOR 81411 ENSURE PROPER SITE DRAINAGE BY UTILIDNC TEMi`ORMY IXiAINAGE I'II'ING W Z C ANO.IXR OTHER MEANS TIRWOHOUT DURATION OF PROJECT,UNTIL PROPOSED DRAINAGE SYSTEM l9 I,. z r1I1 /" ; �V` M�t R L i1 ; ... T J ti- a �/" '4�` ��n. Vf X�s ., / 13.ALL LRIlI11ES SHALL BE DISCONNECTED PERCT'S PECIFIGnNBBFFORE BUILDING DEMOLTIN BEOINL U _j } p ° ,`'I .B ��> I� �S`R``C� CU`�``U S� / _ _ ]D.CONTRACTOR BHA&SLIBIRTTRPFFIC CONTROL RAN TOTHE CRY FORAPPROVAL FORM&WORKTNT O _ IMPACTSTNAFFIC WITHIN THE RIGHT-OF-WAY. ui p f ♦ +M Y,`� T• •"\ 1 •�� /�9- _ � " 21.ORAVffY9EYlERS TO REMAIN SHAL BE BULDITJUOED WHERE EXISTING C01dECTIONS FILE REMOVED. N m V SANITARY INVERTS SHALL BE RECONSTRUCTED. Lr�L a a ZJ ° ♦ 1 -�i • L '�' ` ° �`/ .. ,�".. "/� 22 CONTRACTOR BHAL NOT STOCIPILE N STORE WTFAIALWITHIN PUBLIC UTILTY EASEMENTS. W W W \`r ° I 1�- ��• ~V Y W CUT AND r1^ REMOVE E%ISRNC ` 'PI1',i / / y' Z > g °' B iiiq {\� •it `.,DRIVEWAY MEDIAN //` \`\ .. / /! Li w0 M ``FN LANDSCAPE `\ /� _ = _ ` _ ( /''r LPROVEMENI9. �> _ / _ / JI L M DATE I ALL CONTRACTORS MUST CONTACT 05/02/2014 PROJECT N0. _ GOPHER STATE CALL ONE 160633001 JI7 E +p , 'iC? ' ' '4!' �,e ``. v°�' M BEFORE CONSTRUCTION BEGINS SHEET NUMBER �'I ` I�-'^/✓ �r TWIN CITY AREA 651-454-0002 N 6031 .0 9 o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 'm % SITE LEGEND v A AO 60'STANDARD PARKING SPACE DIMENSION 9.5'x IV(TYP.)-SWSL/4' o O E MATCH EXISTING CURB AND GUTTER V SITE DATA TABLE LOTAREA ULDWGS BUILDING PARKING PROVIDED RATIO ©PEDESTRIAN CROSSWALK 6'WIDE UNLESS OTHERWISE NOTED. LOT B LOT I.lkOd(1 12,3,0 7.BSACRES T9,526 3O.FT. 3O63PACE5 a.es ACCESSIBLE PARKING SPACE(TYP.)PER FEDERAL ADA STANDARDS(2010) x �YT \ ,� 0 60 120 LOT 2.BLOCKI 10 OS3 ACRES 800030.iT. 333PACE5 550 OpND MINNESOTA STATE BUILDING CODE(2007). _ �� SCALE FEET LOT3.BLOCKI T 1S4 ADRE3 550030.FT. SS SPACES 10 OPAINTED DIRECnONAL ARROW(TYP.) Z B / ` \\\\\ / .per _.J , `'.�, LOT 4,BLOLKI R 1.03 ACRE3 SCW 30.FT. 56 SPACES 1037 O _ \>�Q \ w Y/y LOT 5.BLOCKI 9 1.42 ACRES 13.332 So.FT. 60 SPACES 4S0 OF STOP SIGNAGE AND MARKING.SEE DETAIL 5 LOT O,BLOCK 6,75 2.03 ACRES 12,141 SO.FT. 583Pl,CES 491 • � '/ f� �.. / � �/ ©STOP SIGN 30'X30'(R7-1)(TYP.) O PEDESTRIAN CROSSING SIGN 30'X30'(W11-2)(TYP.) �v -'� ��" k ` / \� `- /j / IO90'STANDARD PARKING SPACE DIMENSION 9.5'X18'(TYP.)-SWSL/4' (, \J DNOT USED // // OK DO NOT ENTER SIGN. C / ISTI I`'; / \.. / _ ---. �/ ©-YIELD-PAINTED WHITE ON PAVEMENT(TYP) °o 0 / \ -"L'_ / ', EXIT PORCH.SEE ARCHITECTURAL PLANS FOR EXACT SIZE.LOCATION FOR L § PLEBES+ �Q .',� // /+ O STOOPS,STAIRS AND/OR RAMPS THAT MAY BE REQUIRED.RAMP O Y3 /'' PAVEMENT FLUSH WITH TOP OF STOOP. g AREA STRIPED AT SYSL/4'AT 45'O 2'D.C. OO NOT USED. (, ,1•; / �i yA. S+ ice/ l'f //' I -�-- �R EA UND /1 BRy. St.'I :j / @/ � /j,.G � •:` \- �.ONSTRUCiI , NOT USED. � �F°$ Y J..✓/` j•�i / /�`J. /: T fi/ I �-.. // - -. J', O NOT USED. W � E ®LIGHT POLE.SEE UGH nNG PLAN AND DETAIL SHEET. o� '- •!. \}'` a t'j/ /,k, :L,A/L/. I _ - .2". / ®PEDESTRIAN UGHT.SEE DETAIL O t h,. • '4r 1 r, / .""'tt:/" / I - - __ ' / O NOT USED. 'V ` / - -� ' / /' OU PROPOSED TYPE M.DOT 8618 CURB. PROPOSED CONCRETE SIDWALK.ALL SIDEWALKS 6'WIDE UNLESS NOTED a '/+7/I \ \`\ •+i - / \ I / -' / OOTHERWISE SEE DETAIL SHEET. oU m USED. NOT w _ E ii // IIII DADA CURB RAMP. Qool� a BUILDINGS 1-8 _ (UNDER CONSTRUCTION) \�\ I \-- // // / � � O YO NOT USED. � �! t� •�� -\ 1 � I/ \ \"'_ _ _,_ /, � - ZO INTERIOR LANDSCAPE ISLAND.SEE LANDSCAPE PLANS unutt a �' i /(/ B �sran r. �© .� � I I I j I I I� 1 _ / \\- � •• f. � `� STRIPING LEGEND I's G 4'-SINGE NHI E SOJD UNE< 4'-SINGLE MITE DASHED UNE-10:40 CYCLE 2 4'-DOUBLE YELLOW SOUD UNE I-5 VIi r I I 1 ! 1 P b - Q \f , SITE KEY S SL 4'-SINGLE YELLOW SOLID UNE gwgrc� < _m ao 0 do r G E i it I 2 I I I J om 2 4-SINGLE YELLOW DASHED UNE-10.10 CYCLE o a Q p Z li i (�^•._ I 1 I 1 1 1 1 'V r \,1\t V I I (' \. i Z m m 3 1 L I I a i r°D H SITE PLAN NOTES SYMBOL LEGEND: d I I \\ 1. CONTRACTOR 15 RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. PROPERTY UNE PROPOSED LIGHT POLE(SEE LIGHTING 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER.CONCRETE AND F�♦ PLAN FOR FIXTURE LEGEND) Ir I� PAVEMENT TO EXISTING IN GRADE AND AUGNMENT. Z 3 I `t 1'I1 OI I \\ \• ♦ R PEDESTRIAN-LEVEL LIGHTING(SEE 3. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CONCRETE IN ACCORDANCE LIGHTING PLAN FOR Fl%LITRE LEGEND) WITH SPECIFICATIONS. EXISTING LIGHT PALE Z `� II ( �•,�/ I (TYP !O I \� `fl 4. ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. STANDARD PARKING STALL J THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN UI 4 11I ( 1 X 1 1 \ ^ 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND LL n ® PROPOSED PARKING SPACES(SWSL) 0 6 I 7 0111 ; :�K �\ DSCAPE PLANTER SIDEWALK DIMENSIONS.PORCH AND RAMP LOCATIONS. Lu V I \\ \ LANDSCAPE PLANS \ 6. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTIUTY COMPANIES .f FIRE HYDRANT.SEE UTILITY PLAN AND DETAILS. TYP) \ PRIOR TO CONSTRUCTION.ADJUSTMENT OR RELOCATON OF EXISTING UTILITIES AS _ I I \ ----- 6 FOOT CHAIN UNIX FENCE. ( DESIGNATED ON PLANS ,,t^Y 11( l F \ % ® PEDESTRIAN CURB RAMP.SEE DETAIL V J 7. CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE v GROUND UTILITIES AND APPURTENANCES IN DRIVE AREAS. _N'`` J \ ® ADA STRIPING (TYP V t�4 ♦'� 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE.SANITARY SEWER PROPOSED CURB LATERALS DOMESTIC AND FIRE PROTECTION WATER SERVICE.ELECTRICAL NATURAL GAS AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALIATION OF % ') 117 1 13` _ ```'< \ \ B \ G�► p NNRE DEVELOPMENT UTUTES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER L� 6 4T DEPTHS ARE ACHIEVED,AS WELL AS COORDINATE WITH ANY UTILITY COMPANIES FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR Q X \�� \ FACILITIES. _ a\ 4 \ \ PAVEMENT HATCH LEGEND: V 'I 1 I 9 TO SAME SHALL COMPLY NTH ALL GOVERNING CODES AND BE CONSTRUCTED EXISTING HEAVY DUTY ASPHALT Z O 10.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTNG Z ITEM DURING CONSTRUCTION.SUCH AS,BUT NOT LIMITED TD.DRAINAGE•UTIUTIES PROPOSED HEAVY DUTY ASPHALT L.,, PAVEMENT.STRIPING.CURB.ETC.REPAIRS SHALL BE EQUAL TO.OR BETTER THAN. c r� f •V`II EXISTING CONDITIONS, CONTRACTOR IS RESPONSIBLE TO DOCUMENT ALL EXISTING vJ W K E '; ; a, 1,1'I 11 / �� \\ _ • DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION START. PROPOSED CONCRETE SIDEWALK O � ry. U P LL •.) it.CONTRACTOR SHALL TOUCH-UP PAINT AS NECESSARY P IN ALL LIGHT POLE BASES tY/ FIRE HYDRANTS AND CURBS WHICH ARE CURRENTLY PAINTED AND WITHIN THE ® ENHANCED PAVING(REF ARCH PLANS) LL Z Z t UMITS OF THE FOOD COURT IMPROVEMENTS COST SHALL BE INCLUDED IN THE U UJ /t BASE BID. PROPOSED SEAL COAT S U O Y4 ` 13.CONTRACTOR TO REMOVE OR RELOCATE WHEN APPUCABLE.ALL EXISTING W ¢ ! ) 11 I1 ) \ �� BUILDINGS FOUNDATIONS BASEMENTS CONNECTING IMROVEMENTS DRAIN PIPES. W Z V j t } /( 01 ( X SANITARY SEWER PIPES.POWER POLES•AND GUY WIRES,WATER METERS AND ARCHITECTURAL APRON Z r WATER UNES.WELLS.SIDEWALKS SIGN POLES UNDERGROUND GAS PC TANKS /MI b,'i ( n AND ASPHALT•SHOWN AND NOT SHOWN.WITIHIN CONSTRUCTION LIMITS AND WHERE L € (n 111 /' NEEDED.TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. Y Q O ' W / 1CONTRACTOR SHALL FOLLOW ALL LOCAL STATE AND FEDERAL REGULATIONS IN w O�/\'\ YY DISPOSING OF DEMCJSHED MATERIALS REMOVED FROM THIS SITE ' �>, j^ 15.ALL PAINT USED FOR PARKING STRIPING SHALL BE PER CITY OF BROOKLYN CENTER O O o Z I1 ( `j / j ��/ •`\ \ SPECIFICATIONS. ANTCIPATED ONOTHIS PROJECT.CONTRACTOR'S m a X �� \` \ 16.DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE BID SHALL INCLUDE CONSIDERATION FOR Z D7 z 1"� 11 1 �" ADDRESSING THIS ISSUE.REFERENCE THE = W CONSTRUCTION CONTINGENCY PLAN BY BRAUN Z `, 17.CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS INTERTEC DATED 05/27/2011 FOR ,,t^Y M 1 AND ADDITIONS. GROUNDWATER DEWATERING REQUIREMENTS. vJ W 19.PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITYS CODES AND ALL = RIJ1I \J> \;,\ �v �� \ +/ _ _ APPUCABLE BUILDING CODES IN EFFECT AT THE TIME DATE i - y \\\\'�o 20.ALL PARKING ISLAND OUTSIDE CURBED RADII ARE TO BE 10'.INSIDE RADII TO BE ALL CONTRACTORS MUST CONTACT 05/02/2014 �1 J V,\ �\ \\\\C\<\��I S' V.UNLESS OTHERWISE NOTED. r �g __.--• 'L•` :�,\\ , _ GOPHER STATE CALL ONE PROJECTNO 01 1 21.PROPERTY LINES REFLECT SHINGLE CREEK CROSSING TURD ADDITION PRELIMINARY L MN TOLL FREE 1-800-252-1166 160633001 _ BEFORE CONSTRUCTION BEGINS E 1 - TWIN CITY AREA 651-454-0002 SHEET NUMBER EN 0 H AV _. -�_ ;: \ \ . �� i I� _ '� / 6041 o 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 16 17 18 19 20 m a A ureaurea nrea �> °MO �ureau»a I� Imo/\ h tlMM`'� dMFNSOX CNAPT Vl B 0 N = PMM wwlw a.wDXA �m I,—I '•1Y °'"I NOSES s¢rw,RDR rorK urwr. a - 6� M M `� 1� rA•5 ARE cE axD �'DIMENEION WXlR0.dlLY.��t _ SU E45D m1EFMISE RxOrGI�EDE 5�� wnM re.y��y�P ALL5 AS 9101M(ffi AS SPElilm D f f BY L d106 Z s.ADA AaESS usus Musr E e x,d: C �' PER MXAM REOIMffAOl15.wALnART _ _ DREDIIVE iOP,1'VK1 ADA SiaLES. n 60'STRIPING DETAIL �E° D - ACCESSIBLE PARKING SYMBOL A w.s m.a :.,•D o- •mevA nwn wrt"r mE �� PLAN VIEW i��'i��J 6 E RiAA L Bs tl m°') vm¢(,w.�u[(rn.) wmo sr ruu nu Dtnx a sonru � P fuc�N'IrT. E .L rma SECTION A-A c.e-n��'"inrE r =mc=wA SECTION B-B rd m M CONCRETE SIDEWALK OV <°fig a DaD�o DE r mw gS i wn mwa 'g o urea d Q oA w<w a i m E E 90'STRIPING �a�V UN n J TYPICAL ACCESSIBLE STALL STRIPING STANDARD PARKING STRIPING � gSgke N.T.S G E D D U v a ¢ g o m z TRUCK TRUCK = RUCK H r IXI IXI, y IXIT F w R3-BL RS-6R 1O°cc.oc.�. � .� 're Y iC r as a T71�K VJ OPTIONAL MOVEMENT "PEDESTRIAN CROSSING'SIGNS „,,,,,m,o,o,"��,� SIGN(W/ARROW)r-� wnw Xwe.nm nn � w LANE CONTROL SIGN$-� y Q v PARKIN a w_ _ I tl p FIRE "` .�` ..� XEe�nwa =:W g LAN R TRUCK— TRUCK RUCK w ENTRANCE ENTRANC a ENTRANCE a meRw r �I°°°` ' I t a - R3--,8 , R3-8a R3-BE ADVANCE INTERSECTION v ,c nn "NO PARKING FIRE g "TRUCK ENTRANCE" LANE"SIGN a - LANE CON_ TROL SIGN .,,,,.,.,v,....e.mec..e SIGN(W/ARROW) ....w.,n.) Q >= aL RDSr 'E� O V a I ,D ArsT w I 0 Z o ' w uozd4°u,P�aws.rs,ww:�oa ••, w ONE ONE E m E o (n f K p ► , ' M� W o W w ? IXI ONLY ~ ..w ..,7.•e_,7w WWI ,,, EE A.r o Z o_ a1°w wO^� w tEE wn ntu scwE E m r,AR ,e .... p ••��•waE' (OBE srvm< �. .R�m.ome vaiws�a m.s ft6-2L ft6-2ft Rnsr vuu •sDC nc • � ��� V C O _ RS-1 IR��II R1-1 R7-3P w.�.�.rw. we®� aiYw� ,uEwuu E•Er��S oev nx r Lu D= "DO NOT ENTER" "ll aD'z�D' F u"NO EXIY SIGN R� ""' LL.I Z j $ S`GN •sra?'smr+� •ALL WA PuouEU �3 "RIGHT TURN ONLY SIGN,-, "ONE WAY SIGNS,J ,w J � � Z L € U Y c r C, a Lu J z S • rMrro _ co p v° N .00n ,r .m..m ■ R7-8M �� W U TRUCK RUC Z°° Z m Z a THR ENTRANC IXI . `. MR7-BB ®.__e m.+_� = W r:e __„e ONLY TRAFFIC .�°° w M R3-2 ww R3-1�a w.a�o..."..�.o e _ wow m•� O _ S �I wwoiw��iw�isa°�ss .'"...10°°'°..°ow'imsc� �wsue"` . 3 s "NO LEFT TURN" "NO RIGHT TURN" R3-5L ""NO THRU TRAMC" ""TRUCK ENTRANCE" "TRUCK EXIY SIGN MOUNTING AND BASE DATE � SIGN(W/ARROW) SIGN(%ARROW)r-i SIGN SIGN SIGN r KK ACCESSIBLE PARKING SIGN,-, 05/02/2014 / q �� "LEFT TURN ONLY SIGN �� ti u PROJECT NO. x B 160633001 E SHEET NUMBER E ° N o a o � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 A I E:� 0 B SECTION"A-A .1 .116 __zr_ L E -4 1- -1 —7 SECTION -I. E A D CROSSWALK MARKING STOP SIGNAGE AND MARKING,-, I.Oorm W/LONGITUDINAL STRIPES '° MR.40% =.TZ, E E U., TYPICAL LIGHTING POLE BASE DETAIL A TYPICAL ANCHOR BOLT SPACING a cj NT , -P—AVE—MEt——A�R— —or—. XINGS --71P Bo "YIELD"PAVEMENT F E E LAR MENT MAEnEo I — a_ .-. 3 E F 'd 1.3 E3 g ado Jo NOTES: HE IS D—, AT= _T_ PIM ASSEMBLY DIET O G E' ri 67 1/r 8 9 5 F 8L 7 CONTRACTION JOINT CONSTRUCTION JOINT sNw O + �TYPICAL ROUND FIXED BACKER ROD AND SEALANT U) STRUCTURE PLAN DETAIL SECTION AT FIXED STRUCTURE uss MANI�I-IT PDUE SMS AND BO.I.ARM PEDESTRIAN LIGHT (RE RER A-I..S 11r —E/T—) < IT=— ui Lu 19;t- < < c) DESIGN 9 Z < A==.T= U) .W.W ATX=— V) TYPICAL RECTA...FIXED ISOLATION JOINT w K STRUCTURE Lij rNy U E CONSTRUCTION MNT TO EXISTING PAVEMENT • PCQ JOINT DETAIL BLOW-UP(TYP.) U56:-UINDS.MAN. ALLSIbm HALLS AND gtOP'UMI Z C-) C) w < ISgAIXXI—T TO BE USED F.DRFD I-- s(f o cr� -,Ian..-IX u L 0 IXXNM[,S. DESIGN V Lu z PAVEMW IS T A w Z CONCRETE JOINT DETAILS ISOLATION JOINT DEINLSO or —j — Z L w 0 o n 0 L) Z le oge 0 Z :3 I d < U) z > o M 1 DATE 05/02/2014 CONCRETE CM AND GUTTER 710 0 '. PROJECT N6. 160633001 SHEET NUMBER E E 6045 N 1 2 3 4 5 6 7 8 9 10 it 12 13 14 16 17 18 19 20 < A -o- GO GG 0 UPS, .E I -I-- ? B,@, 0 .1 1- .- @ @ PERPENDICULAR N.US AS BFLON SP-ED B t1g, Or LIN qY CURB FOR DIRECTIONAI.RAMPS 0 GO- (D-!r--Q) FAR DEPRESSED C... _MAMAA-.1 RESO, "M NON-REIRRINUCED PARALLEL COMBINED DIFECTMAL (r w) . NBAL 97� w-� a tri%4,-, w COMNEICIAL S VT Wn lmlalw =E TANDAND C gmn, mr rMMEAGE MRS 1EIGHT TO 0•AT STREET EDGE OF w,u am V RADIUS(-.1 ONAL DRUMEN- 0 m �=US I)ONZIGGERMAL D. -(.E.,EPl.,CN wi, FGAILW IS S-- I NEW -__`G) �,7 ,c = sw OR—) ---------------- --- .1 Q.—EA N.) �_,mggDIAGONAL 0 A=ANEL DRICIONGNI.-BE 1--10 TIERED ZIPEOICIAAR GO*- . =.N E-RE-TO.ATGN _t__ .-.0 MILL.PA.AS-GRETE DRWEM- "u-0 D OR__oN BE PON CONMERCLA'. DMWMAYS I FOR RESIDENT. a ONE—DIRECTIONAL _2-��m C SECTION OETAULS IE IUGN A CURB, STATE ITN I SHEET IN, �TS E SHEET M OF SHICITS TYPICAL DRIVEWAY WITH SIDEWALK m/DON, 6 GO, E MAY 10,2012 5-297.250 (1 OF 5) MAY 10,2012 5-297.250 (2 OF 5) PL•UG MOSINS a In 405 Z Lj C; GO GO F a < _S_w ;vg C, INS,A 1=161W V, w ED CD PECESFUTRAN ACCESS ROUTE TYPICAL SIDEWALK SECTION DETECTABLE WARNING PLAIENEAT m CUR TIER OCIAG WITHIN OITERSECTION CONNER O -A, G ES ti au --- -1-111il-==1--� H U) R.G. _j QDZ_ M_ tp IS=19lX_._l V Lu TYPICAL SIDE TREATMENT OPTIONS dD PAY MENT TREATMENT OPTIONS IN 0"FR.WT,0,F.CUR.B&CUTTER APPROAC.NOSE DETAIL RFT lg! -I-GUNIS RAMP I'- PEDESTRIAN PDRS'DETADS "N s1EET N0. F�11TEI= SHEET Ma OF 9FETS ui OF SNEETS G, MAY 10,2012 5-297.250 (3 OF 5) MAY 10.2012 5-297.250 (4 OF 5) IBRAUN INTERTEC < (D CD z c y � °..Rw O V CA JACENT TO LANDSOMPE V CURB INTERSECTION K W z E UJ CONCRETE WAM EWES ADJACENT () C6 Z C) 0 TO CONCRETE STRUCTURES w 0 z (D V CURB ADJACENT TO L NO— LLJ >_ z _j z L V CURB AD,iACEN7 TO BUILDING 0 0 RENRI.T. Lu o & 0 (D or co z Z z < z U) z m a P' DATE AM 05/02/2014 RAILRO CROSSING DETECTABLE ENE AT MADRANT 4) PROJECT NO. IEDECCURIS AUNAP GETAILS 160633001_ SHEET NUMBER E w I SHEET Na OF SIEETS E 6046 .E N g MAY 10,2012 5-297.250 (5 OF 5) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m LEGEND _ Q� ;D 2=� / /' /�' ♦ (/ _ DRAINAGE SCHEDULE rr ( �/ �• / / '- // - I ,{\/() FUTURE DEVELOPMENT Q A /t}7 INVERT PIPE PIPE INVERT PIPE PIPE /` / / == I / (,,.\ THE PRESENCE OF GROUNDWATER SHOULD BE STRUCTURE STRUCTURE RIM/GRATE ELEVATION SIZE SLOPE ELEVATION SIZE SLOPE NOTES / UU ANTICIPATED ON THIS PROJECT.CONTRACTOR'S EXISTING DRAINAGE AND UTILITY EASEMENT NO. TYPE ELEVATION BID SHALL INCLUDE CONSIDERATION FOR IN IN IN OUT OUT OUT a ` ADDRESSING THIS ISSUE REFERENCE THE CONSTRUCTION CONTINGENCY PLAN BY BRAUN ■ Ni BB/ B!• LIMITS of DISTURBANCE MH NE 845.55 12' 1.00% (, INTERTEC DATED 05/27/2011 FOR _ SD32(EX) 851.581 BE 840.35 48 0.ZBX GROUNDWATER DEWATERING REQUIREMENTS. PROPERTY LINE R-1733-B NW 840.35 {8' 0.28X E '(' \/:.� / V _ _ EXISTING CONTOURS 5D301 R-1733-B 852'353 S 844.81 12' 1.00% y,• • / ` .' \!`_��\ \� \ - PROPOSED CONTOURS ORATE U 0 60 120 / J' 1` ` 1 SD302 850.750 N 843.69 12' 1.00b BE 843.89 24' 0.50X X} jf f �` / ��"�11 I \\\f _ 4 ALL CONTRACTORS MUST CONTACT - PROPOSED PRIVATE STORM SEWER R-1878-B7G o B SCALE FEET /!// /�� / j \`•\\ �\ \0 y� �- GOPHER STATE CALL ONE ________ PRGPDSED PRIVATE 6•PERFDRATED PVG PIPE SD303 R-188-87G 851.039 NW 843.13 24' 0.50X SE 843.13 24' 0.50b 5 i'" /f /= m� ••\� \\ \ i 7 MN TOLL FREE 1-800-252-1166 `Ti, / BEFORE CONSTRUCTION BEGINS PROPOSED STORM SEWER INLET $D304 MH 852.110 NW 842.70 24' O.SOR E 842.70 24• 0.50b /f/ `f\+ -. \\ \\ \� T TWIN CITY AREA 651-454-0002 O R-1733-8 SW 842.70 12' t.DDz Y Y / PROPOSED STORM SEWER MANHOLE �\'' \\ .Y ' \ l SD305 CBMH 851.611 HE 643.58 12' 1.00R \-' \ _ A PROPOSED FLARED END SECTION R-31067A , \\ ALERT TO CONTRACTOR: ® PROPOSED RIP RAP SD306 CBMH 852.867 NW 842.31 12' 1.0DX 1°OIHTRAQTDft TO S 1,R R-3067A \ y,✓ ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED EARTHWORK, ® EXISTING STORM SEWER MANHOLE f ;;:r AND REPLACE C N SPEED tL\ FINAL U11LI11E5.AND FINAL GRADING)BY THE MILESTONE DATE IN CBMH SE 842.07 12' 1.00X `. a -t / k1 / / ( J/ \\a RILIMP/REFER JP S 0 PL9N OR i'' \� \ , \/ pa R-306]A W 842.07 24' 0.50X \ UT _ PROJECT DOCUMENTS. EXISTING STIXtM SEWER INLET SD30] 8520x0 HE 842.07 24• O.SOR �^■ EXISTING STORM SEWER i� 0%. SD308 R-3067A 852002 NW 841.76 12' 1.00X L ` / EOF EMERGENCY OVERFLOW AND ELEVATION u U / I (' //ir• ""�^ T// - 4 '\ \ WHEN PERFORMING GRADING OPERAli0N5 DURING PERIOD$OF WET X.XX CBMH BE 841.52 12' 1.00b E !!! } (i / 1, j /y _' ' / ` \�2 J \ WEATIIER.PROVIDE ADEQUATE DEWATERING.DRAINAGE ANO ,,,,� DIRECTION OF OVERLAND FLOW SD309 ft-3067A �2'�1 SW 841.52 24• 0.50% E 841.52 36' 0.50X 6IIO� F y,,,//J / p /^ \ GROUNDWATER MANAGEMENT TO CONTROL MOISTURE OF SOILS.REFER ZbEg c / � \. I TO THE PROJECT SPECIFICATIONS. HP HIGH POINT MH -7U 15' / /AA 50310 851.925 xw 845.D2 36' 1.00a ^ e a> (I // // l R-1733-8 SE 690.70 15• 3.SOb B ^ a^ v D /-XC;!r ��t AoT0J1 TO sA ),�Z I _ \ \ LP LOW POINT 52 RE[(OVE. &�'1,14CE CN j� \\-\ \ \ GRATE $ SPE EFER TO / O \ CONTRACTOR TO ADJUST EXISTING STRUCTURES ME MATCH EXISTING SD311 851.076 NW B41.S8 48' O.2BX SE 841.38 08' 0.29X B ,,% -q R-1878 B]G ¢ / //"� _ SAWCUT I,9{; ' - / �tl'' ( \ \ TO FINAL GRADE. iC TOP OF CURB SD312 GHAT 850395 SW 846.39 12' 1.00b E $ \ tiJ r.�: /'� \\ 4JyH I� R-3067-7x8 e ED313 84&425 NW 839.42 48' 0.36X SE 839.42 98' O.S6b ""31v -F• lC. p� A \.-\� \ ���J GRATE 50314 R-187"`E G ��663 W 845.66 12' O.50R E 645.66 12' 0.50X 8 Q m e / B fr f/"' �.`�. j y , R� V I P.SC .. 'os SD315 R-7878-B]G X753 5646.68 12' 0.50X N 846.66 12' 0.50X < ^ C - .`(.`` \ BREAKLNE(TYPJ P•.U` ¢U N p B i TRACTOR Y - ,L, \.\ l \ A CONNECT TO EXISTING STRUCTURE ° E - _\EXS SPHA 7 ' 1 /t /{� e 0 '$�O \ �.\\ \! I r• `1 B:CONSTRUCT OVER E%STNG PIPE 9% cli f' ����\�-� � :::��• .� .p 10-STORM LEADERS AT MIN.I.O%sE (TYP.)CONTACTOR TD PROVIDE S" \ I 1 1 �r I.i d INSDIATpN BY 6'WIOE GEME ON ROOF _\ \ /�\ J� • r��O€ DRAIN PER DETAIL ON SX 60661E LESS �/ \ Q j \ SS .n/ N�QO a TITAN 6 OF COVER. TO MEP PLAN - \�1 \ I D_ _ / `\/l \�� ( ` 'oQ/ FORIINERTEL pNBATBUIIDNG. \ \\ r\ �� \ SITE KEY PAVING,GRADING,AND DRAINAGE NOTES: 5. F \\l, .,n ,�. I )�DI N `3 N.TS. 1. CONTRACTOR IS RESPONSIBLE FOR DEMOUTION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE.UTILITIES �maJ U \` \ $$O \ ER \ ARE TO BE REMOVED TO THE RIGHT-DF-WAY. o: ¢� p FF' \\ O TR CTI ) ` 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED N }y a ]N ,/�'\• \ \ \.: \\ /'1 �� RECORDS OF THE VARIOUS UTILITY COMPANIES.AND WHERE POSSIBLE.MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED N A5 '�°w v \ d OF �l j BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST Gma�a JO U J •.+� I \ 1 ! \ '�T EXACT FIELD PROVEN TS UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFlJCT WITH THE Z PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. - \Y i :\ 9�. ^�,SO \\\ C \ `, 3. ALL CUT OR FILL SLOPES SHALL BE 11 OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. _eU G 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:(SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS.CEC i0 LIST a Y n ( \ SPECIFIC PIPE MATERIALS N THIS PLAN IF REQUIRED.) P5 `v .-�`s-�` N / 1 \ / $' .. \\ \\yC/J\• \I \ TYPE I: RCP,CLASS 111 PER ASTM C-76.WITH FLEXIBLE PLASTIC BITUMEN GASKETS JOINS MP-97TYPE S ONLY PERMITTED SPECIFICALLY ON CONSTRUCTION D RAWNGS PPESHALL BEINSTAL ED IN ACCORDANCE 11: HIGH POLYETHYLENE ( P EXTERIOR: AASHTO DESIGNATION O y Z 1 z \ I5 \ \ \\ \ "1\\`•. WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPLICATION S. wQ i 3 Q \1, TYPE I11: PVG,RATED FOR 5DR 35 OR PER LOCAL CODE(DOWNSPOUT/ROOFDRAIN COLLECTION SYSTEM ONLY). ' / 5. EXISTING PIPES AND STRUCTURES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. ° H �< W 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 I FO �f�O B. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT FOOT. ° - 1 �lL, `R, \ .O \ / // \� \ \ \\\ \\ I \ _ 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPON961UTY TO REPAIR AND/OR REPLACE z _ '� < LL $ F\. In \ / L\ \ THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CNDITIONS OR BETTER. Q z 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. Q ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT,AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.MANHOLES IN UNPAVED AREAS SHALL BE 6'ABOVE FINISH GRADE.LIDS SHALL BE LABELED'STORM SEWER'. Q Il 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P D.E.S.PERMIT FOR STORM r I'1 W V) I c M`� •.I BREnKUNE(rvPJ \� WATER POLLUTION DISCH R PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS THWALMART SPECIAL CONDITIONS,SECTION 8,ENVIRONMENTAL COMPLIANCE AND STORM (3 WA c \ \\ I \ WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE BREAKLINE(TYPJ\ \ I 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS CRADE 0 Q \\4,\k 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS i! L_ i 1 15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS `�l Q SHOWN ON THE PLANS,M1HWT EXCEPTION,THEN THE CONTRACTOR SHALL SUPPLY,AT THEIR EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND LL n/ SURVEYOR TO THE OWNER FOR REVIEW. 16. LL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION BLANKET TO 0 W ' J 1\ LL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABIUZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATINS UNTIL A HEALTHY STAND o r / OF VEGETATION IS OBTAINED. M .00 F.F.E.=853.0 // \ \\\\ / V /� \ 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 18. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. Q \•` 19. CONTRACTOR TO FLUSH AND VACUUM ENTIRE ON-SITE STORMWATER SYSTEM UPON COMPLETION OF PROPOSED WORK AS REQUIRED. 'n 0 1 \ • \ \\v- \ \ ���� / \ \ 20. CONTRACTOR SHALL EXCAVATE EXISTING PAVEMENT/SIDEWALK AREAS THAT ARE TO BE LANDSCAPED A MINIMUM OF 30 OR AS DEEP AS NECESSARY TO V W \ ENSURE ALL SINE BASE MATERIAL PAVEMENT MAT IS REMOVED(WHICHEVER IS GREATER AND BACKFILL WITH CLEAN DRAINING SAND TO WITHIN 4'OF TOP CF Z Z CURB TO ENSURE PROPER SOIL FOR PLANT MATERIALS. �/ Z 1 21. CONTRACTOR TO REVIEW DNR AND MPCA DEWATERING PERMIT REQUIREMENTS AND SHALL OBTAIN PERMIT IF REQUIRED FOR SITE CONDITIONS. LL 1/ 22. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATINS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL \�1{ i \\\\` A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS 23. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED N THE DRAWINGS. /\ W Y o I \ 1 24. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED,THE CONTRACTOR SHALL SAWCUT THE FULL DEPTH OF PAVEMENT FOR A SMOOTH j I I ; `\ (� ` ` ( \ ` \ \\\ \ Z\\ \\ \ \ AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING N AS INDICATED. 3W. V \\ 25. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT,THE CONTRACTOR SHALL SAWCUT THE FULL DEPTH OF EXISTING PAVEMENT FOR A SMOOTH AND / -- STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. W W L `m X� 1 ,1 / •YI.-/CC I(7C • 26. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH ME SPECIFICATONS AND LOCAL JURISDICTIONAL AGENCY.IN THE EVENT THAT THE " Q 1 \ ` CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT,THE MOST STRINGENT SHALL GOVERN. i } a ' I ' / FOUNDATION SUBSURFACE PREPARATION ��\�+�\\\\� / W O J Iv ' 27 MATER7ALS.ATHE CONTRACTOR SHALL SHALLAAL 0AE%C EXCAVATE AND REMOVENALLL UNDESIRABLE ABLE GMATERAL FROM°ALLVAREASS ONA THE SITE TO BE PLANTED A D SHALLSBE 11 I \ \ /D (�~) SHINGLE CREEK CROSSING, \ \� � ��� PROPERLY DISPOSED OF IN A LEGAL MANNER. J O k 0p Z BROOKLYN CENTER, HENNEPIN COUNTY, MINNESOTA ��:! 28. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORMWATER PIPING PER SPECIFICATIONS. z V LL m z 29. SEE ARCH.PLANS FOR LOCATION OF DETECTABLE WARNING AT FRONT SIDEWALK. _ m OL LIU UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS.THE LIMITS OF THIS SUBSURFACE PREPARATION ARE I / / 30. ALL INLETS SHALL HAVE BICYCLE SAFE GRATES. ''^^ z > IV 1P°`' j';7 \\ I CONSIDERED TO BE THAT PORTION OF TIHE STE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AREAS AND APPURTENANCES. V/ Z M V_I I� �� \ 31. ALL MATERIALS AND CONSTRUCTION WITHIN THE MNDOT AND MENNEPIN COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE LATEST MNDOT DESIGN STANDARDS = ya O\ ESTABDSH THE FINAL SUBGRADE ELEVATOR TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE THE ARCHITECTURAL AND STRUCTURAL AND LATEST STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. /► \\\\ ; DRAWINGS FOR REQUIRED SLAB THICKNESS. THE BASE MATERIAL SHALL CONFORM TO MN/DOT SPECIFICATION 3138 CLASS 5 GRADATION. NO \\ / 'y / DATE 3 _ \'\ 116 MATERIALS CONTAINING RECYCLED BITUMINOUS SHALL BE PLACED BENEATH THE FLOOR SLAB. \ / p' 32. ALL SPOT ELEVATIONS/CONTOURS ARE TO PAVED FINISHED GRADE AT FLOWLINE UNLESS OTHERWISE NOTED. 05/02/2014 / V 'A REMOVE SURFACE YECETATON,TOPSOIL,SURFACE VEGETATION,ROOT SYSTEMS.MATERIALS WITH AN ORGANIC CONTENT GREATER THAN 3 PERCENT `�!!' / r 1 REM WET AND SOFT SOILS ON. THE BUILDING AREA SURFACE COMPACT FILL AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY \ / 33. INSTALL DOWNSPOUT/ROOFGRAIN WTH PIPE MATERIALS AS SHOWN ON PLANS(MINIMUM SLOPE=1.0X UNLESS NOTED OTHERWISE).CONNECTIONS TO STORM PROJECT N0. Y • ' .i''� SEWER MAIN MUST BE MADE THROUGH A PREFABRICATED WYE DR WITHIN A STRUCTURE. DENSITY. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE Y \ FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AS SPECIFIED IN THE EARTHWORK SPECIFICATIONS. SHEET NUMBER E " 1 1/� �='�•�_"� \\ 1111111 / /� 34 CON EET3O DOYK STOUTS/ROOFDRAINS FROM THE BUILDING.LATERALS TO BE INSTALLED AFTER EXITING THE BUILDING(5'MINIMUM COVER TO TOP OF PIPE). E SHEET NUMBER N a ` ;� = `�1, ;t� I /�! 6051 o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 CD CD a A L — E 0 N •_T' —_____---_BAIX 6 mRB B xa.,"rtE� R00 E.—SIEH laM N O O DD�la�E�_ oo H YYDNTTwAY ANDaaNw P O RApRR vMxT. TNRIA PVC C VT rJ1D ,Y/NLE11ER5•CO.EC/ST IN MYFA _ WTiw SEC,KI"NS EJO IRD" FRRDN aS"FA�X WT MAY a Y i CA�MBR- CAA mM"XD S,MIrnM I-•N YNND A�AEA P��eEyDRTM NUir BF R K—! Jq,R " SNCDnI ON—OU—K— ♦S ° ��AlX1x A1E ° CASRxD AW RING ANY ' C °P RE.ECD�D ARE NOTMLL AD,NSTMIE HEAD - MS ARE NOT CoXCRE,F D-]R'N REBNK uo ,T ♦axKpElE CIXTAR 6 c z NsrALLAnDH °"�'E''°EC°0x a TD RX R°P°"aD,cLL�`A�amp f..R K M.aa.E+om.'u'`nc. a�rro+ R MS,R,ICnOxi "` I I sa oP Rrsw PIPE Pw LxAL aus ea IT NoTG.Tx DcOnra[TCi�NPD D b a ° Oo0 o IIIII P� ewD - '�D:o�°""D PRE_ =anp� 9 CRUSHD SnME PER LOCAL CDDw J,. sAu JDN,s sx BE R-♦ d �E b 8' �:�^o "• E vuipsAN"DrewD -- o rnw s PioM 2 a P NN/WT °D. s� = m nua♦ieai ,RUAR i•Pm n Pp,n I� - 3 _ _ a: `o `g M,mw SW o•• °°°' Pw MYE r L eLaw�u a dpME�w �.:,....,--,.e•,.,. '.-y r � � o. °. EERMCE uTwu B .. TAL 1HE RPE F MANNp�Ei w�,x°P INE•°o .°o" Ow HOT CRYDNUE ASM iILOR SNALL PIPE pAYFRR OVFA W.—T 3 S SEE nAx mR PPE SIZE TYPE Mm nEVAnp, a K aanm M PROMDE A aE,REEn.nBDE.AND wTSOE ,NRU gcwrna°MiETi aTroe w DN Wirr a x°wi UaPENNC N r N oE pmET mrMehR SEC Ec IEON�M wan SEOI,ON) m - TxlaxESS D•Pan E..T-/ v < r "DEPeR STORM SEWER w MAN d 3c ° RKR"x MOMS" MN . CLEAN—OUT �` L l On OP aTT OE REV.o2/m„ On CATCH BARN TRANRTION DETAIL B-612/B-618 CURB REV.m/2wt x.is ZVi o CATCH BARN MANHOLE REV.02/20,1 S CONCRETE VALLEY WT1EIt NmP,m M.�MT �oo� >? 0 1 BR0014YN BROOUL»l xiAE.aY HnA Q CmIlD2 STANDARD CEDTIBI STANDARD K Q j ! MMCENTEn $txN..1.t vuTe1fl0 .$v...L[.d•� PLAre PUM1C YpiKi „SO...t>o rare i z o a ruc wpixs eu F E OEPARI T AmroMU rn6ARRm 304 "ARTM.NT 403 OmARTYwT 404 D155CWT ,2/M/Ot �m`� U N -REFERENCE DRAINAGE SCHEDULE ON SHEET 6051 FOR PRIVATE Na F S STRUCTURE CASTING TYPE Zia c,N m w �3°Ow o a gSEL"� a OR ° G E W W p ° G Q 3 z m a Z N O z w< T5 IN < , A pY1 DE ,r MAK V H LL Em Q Z vi eoK axvTn Aawu Q s o F e CONCRETE BOX CULVERT z NTS Q LLI K a,x � u•MrT. on. ,rix ,riM oa ,rix Z yT t II,YAt Ir MM' Ir WD Ir YM WTTM[IARO CASnxa,P . R-AN..SIXD WVEIT � EEIIVAN R- . Sp10 COVw UNDRIIMBED UHpin mm urzufG PXX x¢ES MD wa Cov A ro Ha®5 MLARI YIX M U9 WG CO EA m a RB rAPFR aE YARKm s,aMl SEHw.MArsr cnsTW ALL x•TD cASTNa m 0 vpi unm M gyDw nESan m,VJE,mm,cu PDR ru cAmNC x C =xX BElon Rxsxm mME.T,r rwL.ax ALL \ vwwT. vuo+r. Q M J ER` Pu eA�"Eipu YDPE AD.NSmc Nusr a Dsm W Air_ c r rr HMMAE A6.I AND o 12',R,H A \ v r 9Y ♦_ U STIEHT. N °� MxRLL o _ LA O Y Y ro• N MEd uid"EMN a - DNE RRnµ croASST�.Tu��rTAP=,xcmS m lAµr— cx'A°snr°EC.u S BADRRL � r, ptIpMLLV"SEAL MUST BE B.mNR NIaAPFROC A SSF 0 - Y*TA�M c°x.MIRL P!vrtH ADJ3nN4 M_ A MAVIILIMD TNF 2T HD..NG. V ° • W Q ♦-Der' �1° PRECAST EO.Ex1RIC Z V DxM) ♦•t W.) Axxpc anB sHUI BE wETEx TwE P •s,EPS As PEx �' N0 MAiu+s ro s s TEO of s mE sEw� U Z W ° ♦• ♦. Q AfPROMD —Al,DMImN�� • MNND STANa 5 CRIaC,E SEMRipDa�i MAY //� o/ NLB DGD lyy MLA.♦ AROVE uRfLSI - V J 1 I w K E REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES PIPENYMNDU:,-,r sEanDN 0 LLI 'BEIARR SE1HE Wx[HALLC�a5,N1ID AUID F60N,HE sscTlax. 2 RIB ♦•I6 r,xusr QcTIDNS {— v r 9 _ AND SPIRAL RIB PIPE INCLUDING SPIRAL .R �PNICDEAw TH M�IRPfJST NAxHpE S D R wN BE DH E «LL DN aSMALLER THAN 60"0 PIPE 60"0 AND LARGER DDMiRANSDEDPMMNSE �TMG� �MEHNOSn�EAYSDES TM""""2 W O Y o C, aNERAL NOTES B CDxiiRUC1NN alT UPW -♦�,B ''• (D a 1. BmgN6 SXALL BE RA R AAATFDY !. K BACIDIl�Pr10�RAE STAMUp a � 2ST D.�MVD WIDI DEPTH , 1 Z V _ 1E53 TNH 12 EFEf LLJ A z Z mxPACTm ro w`=�AwpA95RDPROCTDR "mC10A s J L Ap S°E"D ♦_r ° Win , E Yr CONCRETE CURB TAPER U Y r Y�1EMN5 ARE aARMRD M A AA. w%m AXDMD D' 2 a SHALL BE M-D ARIAND n1E HP[ ,N D LYI-IATEBT FgMM O ° 1E vcp5 AND SHALL BE aA55 0. ALL w1FAUN5 SNALL BE RSrAUm N �' E'�R''�aR nwvs n mYPACTED ro AAA MA. evn"a"sns"RACOmA"� _ , N°sat LLI J Z e~SAS —Iam AHD M80�—I-DErM elf o s N anamsNAU x uA.s-A E �Mas,uraB� AC,m ri v L A j Ur m 0 HAMI z cw.PACTm ro asx°RiuiaARO--'PRDcTDRa:`�` R. vADm PRa,w Anw S,AU DE i_ _a '- --- --' Z m Z _ MIi mcANLS AND NXAS a _ w u xor LMDw PAVm AREAS r. r -a m• = w " COMrAtlm ro RDR - -i ALL eE OR:rEK TTrE R > 5 i srMOMOPRwRiaE ,0. Aua+EO.slEi,m. CABR ms"0R oiHExmse , r HS m xIOH�wAYm"LOti]NGmOVD :i ' Z cAN BE w M R B aax SM a s L n.DR �PPDR m x—PLAN.M H—A Z a:APPRo ° n Cp,PAC1fD AS NOTFD x HDTES x AND♦ RECUtAl1o,6 AHD into OxpxANtEi (SEE ..:,. .z..1..•A.1. . r .:.A"'•:•�z�".•• •. b � W mEaecnnaxs) Y rLOCx aNru a Y P_RO.vE�"aI�TM EBEiow10Pw � DATE RdY FA Y INS NAWIIFT F IrroiEr ro Duncr STORM SEWER PROJECT y •• S STANDARD STORM MANHOLE REV.OJ/2008 oTr of LARGE DIAMETER MANHOLE(STORM SEWER) REV.6)/201, PROJECT N0. g TRENCH AND BEDDING n 1 L`T' 'M�,,, sTANDARO cEH0p1LTER`" STANDARD E x.rs m8m WJRKS S«—L�—J PLATE P��s S.{✓!� nATE SHEET NUMBER 1MENT 301 DvARTYwT n.RO.m mT LNUPpI 302 SHEET NUMBER E 6054 F N S 0 o � • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 /y C Ym UTILITY NOTES LEGEND 1. ALL FILL MATERIAL IS TO BE IN PLACE,AND COMPACTED BEFORE `\#� / r♦-' `I'` ` P�\ h � // y,/ \ INSTALLATION OF PROPOSED UTILITIES. FUTURE DEVELOPMENT 0 80 120 _ _ 2. CONTRACTOR SHALL-NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 i✓` `tt ,/� }'�a PROPOSED EASEMENT HOURS BEFORE CONNECTING TO ANY EXISTING LINE. -/ � \ ` �I`I SCALE FEET PROPERTY uNE 3. SANITARY SEWER PIPE AND FITTINGS SHALL BE PVC SDR35 PER ASTM B = r`y\- ` / �- UNDERGROUND MEPHONE D3034. //Fi/�// `�\``, UNNOERCROUND ELECTRIC/POMER 4. PRIVATE WATER LINES SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN: 5 ! S' j\1 (/ DERGROUND CONDUIT 4"TO 12".PVC,AWWA C900 RATED DR 1B CLASS 150 PER ASTM D2241 11 f'(, / `Y / ���� S'�`,``, \ \,/ \ 'L �� \\\ OR DUCTILE IRN PIPE.PRESSURE CLASS 350 PER AWWA C151 3"AND SANITARY SEWER FIVE SMALLER.EITHER COPPER TUBE ME"K"(SOFT)PER ASTM BOB OR PVC. \h�f \ SDR21 RATING,PER AWWA C900 AND ASTM D2241. MINI UM i III—%"WATER PIPING < / FORSCE MIAN 5 STORM SEWERCPIP PIPING.SEE DETAIL SHEET. N ALL WATER,SANITARY AND IA \ PIPE STORM 6. ALL WATER JOINTS THAT REQUIRE A CHANGE IN DIRECTION ARE TO BE Z ` MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN GATE VA_N VALVE BOX(MUST BE HTO SPECIFICATIONS.= 1 1 TRAFFIC RATED IN PAVEMENT AREAS) FIRE ]. ALL UTILITIES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR WHEN y_ AREA UNDER C�NyCTRIJCTION ( j� ♦ HroRANT CROSSING 16"VERTICAL CLEARANCE(OUTSIDE EDGE OF PIPE TO OUTSIDE �6 f I V \. ♦ PROPOSED FIRE HYDrtANT EDGE OF PIPE). O G F l ///// \J(\ ` \ r\\\ f/+ \\ D• REDUCER B. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'6"COVER ON ALL 2SE E ) V i� Il\ y J j �/ \ . POST INDICATOR vuvE WATERLINES.INSULATION SHALL BE PROVIDED IF THIS IS NOT ACHIEVABLE ` �\`a f Jfj \ Y SEE UTIUTY ROOM/2 1`t ` \ \ SANITARY SEWER MANn0.E 9. IN THE EVENT IN A VERTICAL CONVICT BETWEEN WATER LINES,SANITARY LINES,STORM LINES AND GAS LINES EXISTING AND PROPOSED),THE 0. CIEaN-OUT SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT D r /�. DETAIL.THIS SHEET. g1 wER BTR CT RE LEAST 10 FEET ON BOTH SIDES OF CROSSING,THE WATER LIKE SHALL a ( / :` --`/- $_ "-. \ \\ SmRM sE u u HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS �. \\ \ roxfR POLE REWIRED TO PROVIDE A MINIMUM OF 18"CLEARANCE.MEETING ®a Tom GAS METER REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11(AWWA C-151)(CLASS 0) ° BUILDINGS 1-8 RPE eOUaRp 10. LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED,AS BUILT LOCATED Y \ \ /- (Ii REWIRED)AND APPROVED BEFORE BACKFILLING - I T 4L UNDER CONSTRUCTION \ _ TRANSFORMER PLUG A' �-/... �.✓ I t. \\ \ \ / I TRANSFORMER PAD m1N BOUaro PROTECnox 11. TOPS OF EXISTING TO B MANHOLES SHALL BE D RAISED PAVEMENT OR LOWERED AS DO C 1py \�\•� �. I \ j M NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, LID F m / t / 20 LF-6'PVC O 1.007E \\\ M�RANhD T �,.-�^ PEOESTPoAN-LEVFi LGHTPOI£AND BASE TO BE 6"ABOVE FINISHED GROUND ELEVATIONS miH WATER TIGHT LIDS. �r m 2 E 1 T F.•. y"� L \ \ % I \ i 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY Z € m t SINGLE FI%NRE U-T POLE AND BASE O¢ F CO-31 I //� 2 FXTJRE uC T POLE AND BASE COMPRESSION STRENGTH AT 3000 P.S.I. ATERf1�RE OCA 10" CE TO r lF-4"PVC O \ \� '^`\\\\ /(�'!���'A M 3 F TURF uGHi PDIF AND BASE 13. DRAWINGS MAY NOT SHOW ALL EXISTING UTIUTIES. Z 1� a ARS SHALL B TALONED Al ,` \ � ' I \\ 1,/ j�/\ ■ SANITARY SEWER SIRUCNRE INDICATOR 6)Z. LL ( ALL TIMES 1 l ), �- CO-314 \ .'�/l/) -F4I� ', 0 14. ALL WET UTILITY POINTS OF CONNECTION SHALL BE VERIFIED BY THE ?Y� CONTRACTOR PRIOR TO TRENCHING. GRAVITY UTILITY T OF CONNECTION SHALL i o m I T i 1I �I AT POINT Of CONNECTION SEE UTILITY ROOM/1 B"%10 \ J ,) OD PROPOSED PPoVATE LIFT STATION BE POTHOLED OR DIPPED TO VERIFY INVERTS € Z DETAIL THIS SHEET / I AND ENSURE DESIGN SLOPES PROVIDED ON THE PLANS CAN BE ACHEIVED. - ••..'''���''''''''''������SORB 6"A D•,2t�PRRII WET TAP \ /�'./A{ -j� b .. .. EwSTNG GAS PP G WHERE THERE IS A CNFUCT BETWEEN FIELD CONDITIONS AND THE PLANS. am d j E 1 I C •ARE AND DO 97113\WA ! STORM LEADE 0 RUN �,j I J - /�� i\B _ EXISTING STORM SEWER THE ENGINEER SHALL 8E NOPFIED IMMEDIATELY. AD F E 'I \ 1 `` !., ABOVE PR SED /� l }. ._ ~ / \ •✓ /'/; EMIT /WATER(TV.) /�/.l( \ \ / j� I`. EXISTING SANITARY SEWER 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR EXACT TIE-IN LOCATION U d f \ a DO ° Ewrnxc UNDERGROUND ETECTRIC AND SIZE OF ALL UTILITIES O e H £ N I 1 MH-31 -6"PVC O 1.00% 114 ( t\ --m... .a.. - E%ISRNG COMMUNICATIONS 16. CONTRACTOR I$RESPNSBL FOR COMPLYING N C THE SWITH CATNS \ I E 0.4 t OF THE LOCAL AUTHORITIES(CITY OF BROOKLYN CENTER WITH REGARDS ¢`;w jN o I P GPOSED H AN CO-07 �' . Ewsnrvc EASEMENT TO MATERIALS AND INSTALLFTON OF THE WATER AND SANITARY SEWER ` \ O \ / ...... LINES. gio�o O LTA ¢ _ 17. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION m 5 C ECT EXISTING 1 LF 6"P 1 $/:;. AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN N THESE PLANS IS MO wWi SEWER ... MH-309 O 1.007E ` t\ BAS D ON RECORDS OF THE VARIOUS UTIUTY COMPANIES,AND WHERE DE III t POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT O \\ �_1 TO BE REUD N AS BEING EXACT N COMPLETE.THE CONTRACTOR m Z G E 1 -I \ 710 LF B O 0.4DA t , \ MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS D U V STUB D 2'PR AT \ \ \ BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF P$ D OMESTC ATE RNO �, `\%\ \ UTILITIES.IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO p m a 1 7 SANITARY MANHOLE STRUCTURE SCHEDULE i \ /V YD T � � `t) \ RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED Z „ FY- 1 0 LF-8" 0.40E 8 - \ INVERT INVERT IMPROVEMENTS SHOWN ON THE PLANS. N w m a STRUCTURE STRUCTURE RIM/GRATE ELEVATION ELEVATION 18. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS COMPANIES ALL B PRIOR REQUIRED BY N0. TYPE ELEVATION IN OUT TO ANNOUNCED I ANNOUNCED BUILDING POSSESS(N ANDTHEFINAL CONNECTION OF w rc t CO 316 li I,- LF- CO-07 CO 848.59 NE 844.24 SW 844.24 SERVICE. ' 1 MH-18 19 COMPANIES FOR H s '1 1;I', I ( INSTALLATION REQUIREMENTS AND SPECIFICATIONS. ■ LF-6"PVC O 1. \ \ CO-31D CO 852.16 NE 847.14 W 847.14 CONTITACTN SHALL COORDINATE WITH ALL UTILITY C '1 11A'1471 r6"PVC 01.0 - y \ CO-311 CO 852.0 NE 847.28 SW 847.28 v - L 8"PRIVATE WATERMAIN \ STUB 6" RIVA 20. ALL WATER MAIN AND SANITARY THE UOF B EXTENSIONS,REMOVAL �1'1 FIRE AyD OMES WATER - %\ \ CO-313 CO 851.15 N 846.80 SW 846.80 AND RELOCATIONS SHALL MEET THE CITY OF BROOKLYN CENTER DESIGN 6 PVC .DOT. / `t \ STANDARDS. z P 0 I CO-314 CO 851.35 NE 847.00 S 84].00 d e 21. DE WATERING SHALL BE PROVIDED BY THE CONTRACTOR.IF REQUIRED DUE Q , o 1 \ 8'PRIVATE WATERMAI Y , `tI \"1y'IA(y\/ // t CO-315 CO 850.51 NW 846.16 S WAS TO SEASNAL GROUND WATER VARIATIONS,IN ACCORDANCE WITH THE C ° _ E X I TI N G S E R J SPECIFICATIONS AND HE MNONR EMPORARY WATER APPROPRIATIONS J • CO-316 CO 849.22 NE 844.87 NW 844.87 -6 -3 1 \ S /-'\ � GENERAL PERMIT. ^ j ° ----^�-- II;I ` \\ CO-317 GO 849.43 NE 645.08 SW 845.08 22. CONTRACTOR SHALL COORDINATE WITH THE STORE MANAGER OF LL t 1 CO-319 CO 849.86 W 845.51 BE 845.51 OPERATING BUSINESSES UTIUTY COMPANIES AND THE CITY OF BROOKLYN = 4' 38 6"PVC Q 1.007E \ (NOT I N CENTER TO MAINTAIN UTUTY SERVICE TO OPERATING BUSINESSES AT ALL \ / CONTRACT) C 00-320 GO 850.06 W 845.71 N 845.71 TIMES DURING CONSTRUCTION. \ CO-321 GO 850.44 W 846.09 E 50.09 23. DIAL BEFORE YOU DIG.CALL 1-80D-252-1166 FOR LOCATION OF J O $ 41�, ��/\•/ \ \\ �pM tt \ O / •MH-306 MH 848.95 NE 844.06 CONNECTS AREA CALL UTILITIES PRIOR TO ANY CONSTITUCTN. IN THE TWIN CITY AREA CALL 651-454-ODD2 1 SE 843.96 TO EXISTING K ° .{ 11I 'I t STUB 8" D 2"P IVATE `/ \ 11 1�! 24. THE 4TEWORK CONTRACTOR SHALL REFER TO ELECTRICAL PLANS AND J`► p 1 FIRE AND D ESTC ATER SE 844.30 \ SPECIFICATIONS FOR SITE LIGHTING WIRE AND CONDUIT DESIGN.SEE ` MH-308(EX) MH 849.20 SW 844.0 NW 844.20 '\ \ NE 844.30 PHOTOMETRICS PLAN FOR LIGHT POLE AND BASE INFORMATION. J `o O ', �1 / \ NW 844.84 25. BACKROW DEVICES(DDCV AND PRZ ASSEMBLIES)AND METERS ARE STORM RUN ABOVE \ V MH-309 MH BSO.BS SW 844.74 E 845.81 LOCATD IN THE INTERIOR OF THE BUILDING.REF.ARCH PLANS. FROPOSD ARY/'WATER(TYP.) N BE 845.08 845.18 26. ALL UTILITIES ARE PRIVATE UNLESS SPECIFICALLY NOTED AS PUBUC. MH-312 MH 850.22 NE 845.81 V / 6' IVATE 27. ALL UTILITY WORK PERFORMED AND MATERIALS USED SHALL CONFORM TO Q 1 O / SARI Y ENTRY NH-318 MH 819.48 RN B SS HE 844.94 THE Cltt OF BROOKLYN CENTER'S STANDARD SPECIFICATIONS AND 0 /, / DETAILS N �( / ' CAS ENTRY •CONSTRUCT DOGHOUSE MANHOLE OVER EXISTING SANITARY Z W O I` I'I I Y 28. ALL WATERMAIN CONNECTIONS TO CITY WATERMAIN SHALL BE INSPECTED Z 1, 1 / / ( / ELECTRICAL BY CITY PERSONNEL Z_ N u L 1 1 ;1' )1 ENTRY ENTRY 29. NEW WATERMAIN GATE VALVES SHALL BE INSTALLED AT ALL CITY U,^) Z K ; ' �� / / /, -}14 COMMUNICATORS WATERMAIN SERVICE LOCATIONS. VJ W �Fy_ 1,1 1 uu 1 V ENTRY UTILITY CROSSING ELEVATION SCHEDULE 0 Z (O • R'I //V""",,,,,,"„ _- 2"PRIVATE 30. ALL SANITARY SEWER CONNECTIONS TO CITY MAIN SHALL BE INSPECTED LL t 1t J °c y 1 U DOMESTIC WATER V CROSSING WATER SANITARY STORM BY CITY PERSONNEL O SERVICE '/: _ 1 TOP:BM.OS BOTTOM:848.53 - W _ Y a 1 1 X 1 k1;I,� 1 F // 6"PRIVATE FIRE / 31. HYDRANTS SHALL BE LOCATED AT 3'FROM BACK OF CURB. U r O 1 1 / T WATER SERVICE JI/ _ l, 2 BOTTOM:848.25 TOP:845.25 32. NEW INVERTS SHALL BE CONSTRUCTED WHERE CONNECTIONS TO EXISTING Y U e 1 ( _1 6'PENTRY 3 TOP:843.73 BOTTOM:868.00 : W Z PUBLIC SANITARY MANHOLES ARE MADE. / - SANITARY ENTRY T q / / 4 TOP:84219 - BOTTOM:843.88 >- H Y �©�I� l; - 33. MUELLER CONNECTIONS STAINLESS WAPPING(SLEEVES MODEL LARGER USE Z W L ; �--6 - C$5 / CO-i s 1YD:844.07 BOTTOM:845.85 LL J 6 BOTTOM:aas.m TOP:e4563 () Y Y A J J 7 TOP:844.11 BOTTOM:844.66 - 00 0 Z z 8 TOP:842.94 BOTTOM:844.44 J ~ wo S y I/��e� y� _ - \��Silo, 9 TOP:841.58 - BOTTOM:693.08 THE PRESENCE OF GROUNDWATER SHOULD BE J 0 O ELE,'" TRY. \_Ky' " C'� i / y/ 10 TOP:84280 BOTTOM:844.30 BID SHALLLIINCLU THIS PROJECT. CONSIDERATION FNCTOR'S V m m U 5 1 / -/ - ADNESVNG THIS ISSUE REFERENCE THE Z Z F OP5 .J d �f•.. I 11 TOP:84290 BOTTOM:843.00 Z Q u I `� DNS/ J� 7 MONICA j -/' 12 TOP:840.80 - BOTTOM:84230 CONSTRUCTION CONTINGENCY PLAN BY BRAUN w 13 TOP:839.80 - BOTTOM. 841.30 INTERTEC DATED 05/27/2011 FOR = Z w M fr i (PNS� fry Y / _ GROUNDWATER DEWATERING REQUIREMENTS. C3 /N" E /. ! l �..en.� BOTTOM:846.88 W U 1 J • bqJ�� O i / WATER RVICE- G I S I //� .f _ PRIVATE ."�.`. 05/02/2014 s \ SITE KEY a 6' c ALL CONTRACTORS MUST CONTACT Y s A 0 WATER SER t PROJECT NO. g N.T.S. GOPHER STATE CALL ONE 160633001 E UTILITY ROOM#1 DETAIL UTILITY ROOM#2 DETAIL MN TOLL FREE 1-800-252-1166 BEFORE CONSTRUCTION BEGINS SHEET NUMBER E TWIN CITY AREA 651-454-0002 6061 ° N o � o € 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m ED ED A E DESIGN OR EXISTING GRADE NOTE oe+nrrunm1OY PIPE SHALL BE CENTERED UNDER Ve IB6°"1 un,n saE°im INSULATION UNLESS OTHERWISE SPECIFIED. o 6 = xlsxm suRrAce I BEATN ro INVw in N b 5 Y NaaAn°x�m .5 cow+ W I cs uucEmlcw i M °Q COVER OVER PIPE- a WIDTH OF INS LATING BOARD-b 5 —N- I Dw i - uxcm-sEWw o.P.+z4•. > MINIMUM 4=SAND FILL 2, ��• N Lwcm vARes. 3 MINIMUM _ Nsw.naN REwWm =YSTYROFOAM Pm slaw sEWTR oNLr. SAND FILL \ INSULATION 3' 9 68 c 1O `RIGID INSULATION q• 7' z 5' S' ,r —PLATE V INSULATION DETAIL u�y D x r.. N .BED 'rrUB R[P°�i UE (Mt/BDT JTBD) s Nose o R®w W M BE aT W E e M°fTimruanDE-:cpN¢na1 / a Br MNN N IExctn m PAY.o AND PwDR O.D. O.D- i E °c D_r 4 c Y °yll•NiaTsta�RESV'e suPVaJt°E 'IiERS UNDISTURBED Al UNDISTURBED a \ EARTH OR�� 5 x Hare sma ` um- caLa+ EARTH OR�� LIT .� tx v-sF,rtR O.D.+24- HIPPIE IEN�Ba) WAS BLUE COMPACTED BACKFlLL CON ACTED FINAL g- E t °— E _ FILL za n a BACKFlLL AB(s,P.UP) AracwI aPJ I A aom c xYIF A e —R�I1a,11NG NRt— 59 41 FIBER'r 0 °'S (BAB STAMM) . t ss' PIPE WRING WRING iO Z INITIAL N. a_ E TYPICAL WATER MAIN OFFSETS DETAIL: P.O.C. LOCATION n LINE '°' BACKKnI-L UNE - Mi o BACKFlLL o€ N0 '� BTPa°nc ,i/tI HAUNCHING 'BACK of )4•BEDDING <� Li w 4•BEDDING �m E r rc a F w�W 4• PIPE DIA W 4• (MIN.) e z is V. BE'= a WATER LINE SANITARY SEWER r� „_ '9P ewvxxraE .I¢ IASasw°cE'O') 1 a a°m u BF.w N.T.S. N.T.S g W a 3 Q VI l .:�iwilr-- P.M.wV _rc IL O a o I evPaiPEV�sI� BBa.w.a 4 RRis saxmm twr.Nl ae.x a a m wxTa xsxtlw I- G E cmca,E ro a m E wA�P� a w�rE aeM �... m'B""xe`cRwruum GENERAL NOTES w w g w - PaRm Aws r.x,.arx xBrz ,xe RruPxwrs TnNA� ` e•P.n RmB �:,E.ilw,.s Tl nwIRN ....-. ~ a a o m ~ u _ wo ar '� Ewk N 1. BEDDING SHALL N CUSS IS A WORKED D. 6. FINAL BACKFlLL NOT UNDER PAVED AREAS CAN i uNxsmPa°'�n' ,ts w wnwm 1O � HAND. IF CRWNDWAIER IS ANTICIPATED. BE COMPACTED BA PER SECTION D AR OF THE SPECIFICATIONS. 4 i m w a,o Y ewnEr� sNNE a COMPACTED G Si STANDARD PROCTOR. PROCTOR' BACKFlLL IN PAVED AREAS SHALL Ea1N sWn THEN BEDDING SHALL BE CLASS I-B R"F°)- lPUmxnac w xw It coca c wvws N BTN'Pw W2 c,Rtx ^ npmr�a e;I.E Rg"B' R.wura ACCORDANCE WITH ASTM D 2321-89. j�i ~Y;f: vvm Pav B m Pa urz vrr 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE T' ALL MAlER1AL5 ARE CLASSIFIED IN • PxBNBE AxP CLASS IN x°rz.cw,xtctw sou V AND SHALL BE v,xR,ro w w.a ELIMINATE ASS _ r � HAND TO ELIM BY A .<.. r IxsTAU,AwaAn PSn arse MATERIALS SHALL BE INSTALLED 8. ALL I-A OR CLASS I-B OR CLASS II COMPACTED TO H h A u n 85x PROCTOR. 'MTH ASTM D 691. CUSS 111 AND IV-A MAXIMUM B•LOOSE LIFTS IN ACCORDANCE N - - N r OPTIMUM I L MOISTURE CONTENT. U) NEAR ag— WON 3. INITIAL BACK SHALL BE CU55 I-A //3 - ecASE lx wxaaa a ------ '---a EaNe ERSwc PK COMPACTED TO 5S OR PROCTOR II 9. FILL SALVAGED FROM EXCAVATION SHALL BE VJ r tY J s yr- I A 4. INITIAL BACKFlLL NOT UNDER PAVED AREAS ° so' FREE OF DEBRIS.ORGANICS AND ROCKS ��}ya CAN BE CUSS III COMPACTED TO 905 URGER THAN 3•. F E STANDARD PROCTOR. 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED. N vas a+ar BMU a• wwLL a P r wean N tats tRw. Mass Bmw 5. FINAL BACKFlLL SHALL BE CLASS I.11,OR SHORED.SHEETED,BRACED.OR OTHERMISE W _ III COMPACTED AS NOTED IN NOTES 3.AND SUPPORTED IN COMPLIANCE WITH OSHA Q Z an Br,a ro Iota Rxu cPinc p1IX"°ova wn,,ur uo r.w R: vwust awxc.s uort. ZTOX i0 TMB RAC BSI uu,m Ix varmmvR w 4. REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) rNavNS w PAFSARacA,m e x°t wnwMNV, BaP.T—.PEaaN°AE.wR.N,x�a•a�R UTILITY TRENCH AND BEDDING ~ ° e aTr� B mw.N NlE J D, ? CLEAN OUT STRUCTURE .BR/AII S 9LOCKING AND JOINT RESTRAINT FOR WATER MAIN B1/IDt, °tt y HWIRMIT MID CAIE VALVE B3/Tm, °� SANITPRY SFRNCE CONNECT TO RISER R[v.ot%IDI, M t 1 PLATE 1 u+oE N.T.S. s—L frM-j -Sw..L f•M.17 Woum PuaA:Wass S t.tMw) wKxc Wawa: .Sa..L f+Wj R S oePAB1MO,T �T213 Br103 RTNENT Br101 oEPAATIRNT sT216 DTUTLTRN lz/zl/oa U ° cwa"`m.RR`wmw''I°c. rAS,�w°1m rosoR N. M sat BY AMa.S r � �6�m w,a.Ttaa,� A a H- z (D � 0 d MIX nAmxdtA°� YA�w[o+Inr uacp�i a's[ i tp wcAStN°aa Z Z o vnEnA"`lll RT w:oc Nwann s.:Ax?c�ir11N0v1 ! Z _ ® U) W (n W F— K ,A Yry eRWaa,e axx e = _= P. O � 3 �rx•1 eta.,avBx s,WS n.EA —g WxD.=W 0 w r waNB Koa ".X°Im mN Bm .a _ rac WBa� aBaa aMrs Y U C g N~ Y i mt a,w.N1E ,I xee RaE tarn m v m1BtwaRmrss°VAp1 w 1� i �°�z ✓ Y ;L� 11 Z m 1 p wrAA I�G ' m+ex,Wid Ktswaar A aurNExr R w,wxwm w w B N arz xE RAM N E _ z UP �.T wB'BaM xB.Bn M am Ww,KM B,B.w.N«Rnwn4 W:am"`,o.W 11=@B ° R.A W Bm.mA o w a �N=n a Aro. B aK T w O J Z O m o NUUB z nw WA,. v ANO am B.vR:a 0„ BBw z m Z B�A m.Q n Maw R m m ERB a a a = Z M „mmmB A _ A`iwmEm© Ba:a�B a am a roax N wa.mwBa _ > 1 w P°eD Ww A u�x ,- .- awWZ rw Aet,. DATE U sEr nAtwx a,tAT.x.,tvwAN wP s=xw P.B. ro wil.i e6� .ws a.°.wt° r I.°AOw _ 6 s .oo un F - Ra.o eAa w ups a m4`"•BIUO ,� vm a 05/02/2014 '. PROJECT NO. Y -• Ott K att OF ay.f/SBH T WATERTIGHT MANHOLE ,NV.0]/101, °tt m SANITARY SERVICE PoSER SELaON REV.m/xm, 3�° °N DROP MANHOLE(SANITARY SEWER) REV.ar/arIl 160633001 $' DATE VALVE AND BOX REV.01/mIt S� WATER MMN-STORM SEWER CROSSING INSULATION REV.B]/3UI1 SW� YANFIOLE(SANITARY SEWER) �BR°dLL»+ 3 STANDNW �>W EaNRLn� ,$w.x L f.ENI-j rrw 1 mmR SW,,,,L fivj s'nAa w1euc.,axKS .$ '�? wwc wroa� sMOUm a..f.f Pu,E 1. LeN� Wiw L f �vu,cMD _,s'Ww nAa nTBUe Wawa SWxx L f•r1, ^urz wale wags `S 203 SHEET NUMBER E Po`aEP'�,e,K�'N`i 102 PBEUB1CPU+non 104 avARTMEWr Z01 IID•.AT,R.Nr 20.5 o�AR,1dT 214 aoAa,rNT 6064 ° N o $ o` � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 DO m �` _. An • A _r / /` /, / - ` i •� L:mb°ltr 3[S' Label Arra a crLPtten na/Lamp °9 -s9D-lcoo PsMV-e�s' LE, BASE oL�so i ooDD i�,3a4°m AriO H ITATED 2aI GFR-590-1000 P.FFIV-F-3HSSP039'PO BAS 0.150 120000 OB Z1c0 � ``�` T " ,`` / FR 2 100-PSMV-F-3XSS 39'POLE 31 D.150 20000 tc 1060 € / i"` J \ / j 0 ,t 90 DEGREES GFR 541 1100-FSFrv-e I BASE D.O50 120000 2 90 O.190 9 5 NdE B + PCLE 000 51eti '� dl / \• % - ^\ `)---`` 31t 90 DEGREES GRR-590-1000-PSPry-F 39'P B0..E SD 120000 25995e 3240 - _ _ _ _ ,, LE so 120000 Ss331 o B = / 1 \f ` - ' ^- ..•� 6 - GFR-540 1060 PSNV F s oLE 3 1 z16o zo / sL.` , ED 2 IN 90 GTR-540-10900-PSMV-F-3HSSP39E 3 BA.`E 0.150 12D000 66652) 1060 N 12000D 9447� SINE -590 1000 FSirv--.� POLE 3'BAS 0.050 120000 41239 lOKO // / !� / rP '], ,• ``,�[,` \`\ ll e3X55 SINE FR-2-1000-PSM'-F 39'�POLE 93'BASE 0.150 120000 12P05 10?0 E-3X55 N¢E R 2 1000-PS n'-F-3X55 39' LE 3'B E E 0 120000 95616 S OO 0.150 1e0000 63030 1N'MH 90000 2e912 4520 \, Ixde m-3-400-esrwR l4 D.I SO zcslz 4sz z ° • AREA UNDER _.._ bA J j� \ CONSTRUCTION 1 _ ;a RELOCATED t /, � GHT POLE aE�� D / °/ ( �� EX SING �', I / \ \ - LI J�J \\1 e a - o f EXISTING PEDESTRIAN PARKING LOT BUIDLINGS 1— '-- DER CoNS U TION) LIGHTING LIGHTING F LIGHT POLE& �°r •d LIGHT POLE FIXTURES FIXTURES g �0� a ry RELOCATED /� - \ 5 FC(FOOT CANDLES) EXISTING R EX---- F\ UGHT POLE \ , \ \ '/ 3FC 1D FC(FOOT F S I ':• I `A /' •s\ t \�---'� \ \ '� _ CANDLES) a� I FC i ' \ WM-18 \ ` A 1 FC J,. -�- Fp= WM-14. 3FC 1859 lo -- \ K" PROPOSED PEDESTRIAN o g �, PROPOSED PARKING LOT F o \ LIGHTING LIGHTING o z H \ ,,, °z / _J w - \ i a \ C \ \ •-• o , s -3X55 \ EXISTING SEARS \\ `\ <•.. L—� PHOTOMETRIC NOTES: W (NOT IN A. CASCONCRETE T IN PLACE CON BASES WILL BE USED FOR \ EO , \ - • ` SEE POLE BASE FDUNDATDNS. ii 5R n 1 1p. ! C C CONTRACT) \\\\\` _\ ���/vPO.•U re••� � B. SEE RTE DETAILS FOR OGHTPOLEANDBA B DETAIL O • /�``S, %� t \�! \ C. REFER TO SITE LIGHTING ELECTTBCAL PLAN BY OTHERS. ` li• °0 ' + D LIGHT MPURESSIWLLBEMETALHALIDE. Irv. E. LIGHT POLES SHALL BE 39 FEET TALL,ROUND, O ° " II .i i1 \•�,• / \ \ `, 7 — �`\ ` TAPERED,BLACK STEEL POLES WRIIAFVQURE ^ MOUNTING HEIGHT OF A2 FEET.(REF.CUT SHEET) LL o SITE KEY N.T.S. Z ev K , 1LQ i� \ 11 '` 0 I (n w '1 `�' III 1 v /' , ` THE PRESENCE OF GROUNDWATER SHOULD BE O 'I1 [,1 Il\\ \ BID SHALL INCLUDE CONSIDERATION FOR I� Z Q w 'I W ANTICIPATE)ON THIS PROJECT.CONTRACTOR'S r, •••.� 1 I / �\ CONSTRUCTION ICON CONTINGENCY PLAN BY BRAUN U W Y It ,/�( r \\ \ INTERTEC DATED 05/27/2011 FOR \� U c _ AR V. R, \ 11 ` L` 1\ �.�% \```� \\ �,\ GROUNDWATER DEWATERING REQUIREMENTS w 1 z cD Z Y Ii Ll1 1 \a i• s'� \ \ J � L 0 \10 r oG _ 1 , y p; U1 i_ 11 \ /v� ( \\\ \\ GOPHER STATE CALL ONE J O � n %� \ '� MN TOLL FREE 1-800-252-1166 O wo p[,,), BEFORE CONSTRUCTION BEGINS U m U z '� •li ; `,,\\ y,�\ r. \�\ \\ /-;,' TWIN CITY AREA 651-454-0002 Z m Z NI ',\ ,1 •�\V '1AV A /i// NORTH w R DATE ,`y �'\. 05/02/2014 O 12D PROJECT NO. 160633DO1 SiAVEN m Jf[ �� 1 ` SCALE FEET R �^ 6081 SHEET NUM \ N o � Drawing name: K:\TWC_LOEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\PHASE 3\Phase 3 R and T\6102 LANDSCAPE PLAN.dwg 6102 LANDSCAPE PLAN May 02, 2014 8:41am by: brion.wurdemon Z 3 r 7c — 2 11 m p ThN tlocumenl,togelM1a wiM lM cancaple mtl daelgne presented M1ereln.ae on--mmt of ewwce.la intended only for the specific puryox and client far—&it woe prepared.Reuse of and improper reliance an U,ia document Mthaul written—hb,i-Vt and d.,b-1—by Kl .l Harn �A - _ S T� //XX/// ' c �RBO A FIT O G vAi G) m z 5 F iR 3 N m Z S m N 0 2 m I v c K m v K a s QQ mp mom v ss F r p u N - A m u r• u p r < oEyy o MR?g �g �_ �� z A g � o � m oo : j am � z N a m � m IT Fa �AIM m pig g l eft" c^ SI �ma alg ��I p s^ > y g g D ag 5 4 5 m 3� b% > � �Aso< s�g�m � �3 o ��� !R C I Z n W D tea,Inc.shall be.11—t IWbillly to Kimisy—Ham and Avaoclalea,Inc. N W T \ c? f� t\ � � t ... ......� �.. „N UD TA sF r fl:S80 m °aN�000 X ooma���g�o < � g�s �Z C,. ��oa^9sm A N'F g°so P: mmm' � N Q4 E V 47 D mz or �mF=Z jnmw�D D Z. mlZnr mi iN m� 1 o10C UZND� PmN rO oo�rz 02=on N a,Zof M 0 SHINGLE CREEK CROSSING 5CALE HEREBY CERTIFY THAT THIS PLAN.SPECIFICATION OR N AS NOTED REPORT WAS PREPARED BY ME OR UNDER MY DIRECT = O SUPERVISION AND THAT I AM A DULY LICENSED Kimley*Horn m A N DESIGNED BY O O O OFNMINNESOTA. CHITECT UNDER THE LAWS OF THE STATE m „ BROOKLYN CENTER LANDSCAPE PLAN DRAWN BY AEG N D Qc u y r7* q AEG aasm;"•n«E'-�«u a�soa.,ES:M;:««sn N m $zo s BUILDING 9, IO,R,T TODD P.HALUNEN.RLA ,_ CHECKED BY DATE: 04/03/2014 MN LIC.N0. 24900 A HENNEPIN COUNTY MINNESOTA WDM No. REVISIONS GATE BY FIT a$ G) m z 5 F iR 3 p u N - A m u r• u p r < oEyy o MR?g �g �_ �� z A g � o � m oo : j am � z N a m � m IT Fa �AIM m pig g l eft" c^ SI �ma alg ��I p s^ > y g g D ag 5 4 5 m 3� b% > � �Aso< s�g�m � �3 o ��� !R C I Z n W D tea,Inc.shall be.11—t IWbillly to Kimisy—Ham and Avaoclalea,Inc. N W T \ c? f� t\ � � t ... ......� �.. „N UD TA sF r fl:S80 m °aN�000 X ooma���g�o < � g�s �Z C,. ��oa^9sm A N'F g°so P: mmm' � N Q4 E V 47 D mz or �mF=Z jnmw�D D Z. mlZnr mi iN m� 1 o10C UZND� PmN rO oo�rz 02=on N a,Zof M 0 SHINGLE CREEK CROSSING 5CALE HEREBY CERTIFY THAT THIS PLAN.SPECIFICATION OR N AS NOTED REPORT WAS PREPARED BY ME OR UNDER MY DIRECT = O SUPERVISION AND THAT I AM A DULY LICENSED Kimley*Horn m A N DESIGNED BY O O O OFNMINNESOTA. CHITECT UNDER THE LAWS OF THE STATE m „ BROOKLYN CENTER LANDSCAPE PLAN DRAWN BY AEG N D Qc u y r7* q AEG aasm;"•n«E'-�«u a�soa.,ES:M;:««sn N m $zo s BUILDING 9, IO,R,T TODD P.HALUNEN.RLA ,_ CHECKED BY DATE: 04/03/2014 MN LIC.N0. 24900 A HENNEPIN COUNTY MINNESOTA WDM No. REVISIONS GATE BY ' m A MULCH Q x PREI.IlvIINARY GENERAL NOTES PLANTING HOLE DIMENSIONS PLANTING HOLE DIMENSIONS NOT FOR CONSTRUCTION HOLE DEPTH FOR B68 ANDCWTA ERP ANTSSWLN)T EXCEEDMEASURMENT HOLE DEPTH FOR MB AND CONTAINER PLANTS SWILL NOT EXCEED MEASURMEW SEE SPECIAL PRW ISIONS FOR SPECIFIC PROJECT REOMEMENT3. Ir FROM ROOT FLPJR TO BOTTOM OF SdL BALL FROM ROOT FLAIR TO d=SdL BALL REFERTOMNDOTSPECIFlCATON525]1,3881,THE CURRENT INSPECTW PLANT SIZE LIF TO MINMUM HOLE APPROXIMATE PLANTS LUDING MINIMUM APPROXIMATE ° AND CONTRACT ADMINISTRATION MANUAL FOR MNDOT LANDSCAPE PROJECT LOCATON PLANT TYPE AN'INCLUDING CA) WIDTH (B)HOLE DEPTH R1 PLANT TYPE AND INCLUDING (A)MOLE MDTX (�HOLE DEPTH (� (. PROJECTS'FOR GENERAL REQUIREMENTS. B.R. (9% 137 C -L BB. (247 IT) E COMPLETE PREPARATORY VYOM BEFORE STARING INITIAL PLANTING 4 B.R. (46 N SHRUBS B.B. (987 (12 OPERATIONS. BR, 98 19 (UPRIGHT) PLANRW B.R. 4 15 1 SPR B.B. 3 in SOIL V) ACCEPTALL PLANT STOCK IN ACCORDANCE. 1 MNDOT Ml PRIOR TO BR. (607 (t SHRUBS sPR BB. P") BALLED 8 BURLAPPED STOCK PIANLIND. B.R. (6% (1% (SPREADING) THE CONTRACTOR WILL DEMONSTRATE COMPETENCY FOR SCR CULTILATION B.R. (9% (127 CELLPACKS/PLUGS (% U.$) 1.SCAN SIDSANDBOTTOMOFHOE. 5 OPERATIONS AS CALLED FOR IN MNDON25]1.3D2(STEP 4)) 1 B.R (547 (197 25 CANT. (71 (3 2.PROCEED WATH CORRECTIVE PRIINNG. THETRACTOR WILL DEMpN5TRJITE COMPETENCY FOR ALL PLANT 125 B.R. 14 .5 CANT. lt% (C) S.COPACTEDPUNTING$OIL NAIVE PLANT SO OTHE ROOT K (IN) 15 4 CANT 117 (97 COMPACTED PLANING SOIL INSTALLPLANT30THEROOT INSTALLATION OPERATIONS AS CALL FOR IN MNDOT2S)iJFta) 1 4. CONT. 13 4 FLAME IB AT AR IA TO BASKET,OF THE FINTXH GRADE MITI RODENT PROTECTION NOT REOURED 1.T5 B.R BURLAP AND WIRE 845KET,gF USED),INTACT. •-INDICATES PROJECT LOCATW B.R 1 )ION.CANT. 15 'S 9.SLIT REMAINING TREATED BURLAP AT 6•INTERVALS. _ DECIDUOUS L BB (q27 (1t CONTAINER 1 1g7 TF FERTILIZER ALLPIANTINQSWRHNONJPHOSPNORuS ORNAMENTAL 5B.B. (4% (1x7 GROWN 2cDNr. 3 T. S.ROD LL TOWINNNAPPROXIMIITREMOV THE TOP OF THE FERTILIZER TREES g.B. (597 (147 PLANTS CONT. (397 8.57 ROOTBALLTHEN WATER PUNT.REMOVE THE TOP 113 OF MNDOT 3890 TYPE OT1ERMSE B.B. (S% 0 CONT. OT7 1"7 THE BASKETIS TIETOPT REMOVE ALL BURRINGS COMPOST PLANTING DATE BY ZONES 10 B.B. FROM THEE TOP 11133 OF THE SSALL.RE-E ALAPTMHD. Z : SPECIFIED t 1 CON T. (H7 119 REMOVEWCOIRRECT STEM ORWNG ROOTS. m 1Z B.B. 6 ° 8 MULCH MATERIAL 101 O 3N2 TYPE 6MODIFIED-BEE SPECS. KEY SPRING FALL 1 BB. u M Io CONT. 45 15 g.PLLMB ANOBACKFIUW PLANTINGSCIL. i 0 pXJT. 1 ).WATER THOROUGHLY M 14 2 HORS TO SETTLE PLANTS =� DECIDlI0U5 COMFEROUS PERENNIALS SEEDLINGS DECIDUDIIS CON 125 B.B. (56 (157 O MASS PLANTING PREPARE MASS PLANTING BEDS FOR PLANTS APPoL21 APRIL 21 MAY APRIL 21 OCTA AM. (1. 88. (617 (157 CENT. 2 1 ANKFILLVDS. PIACEDAT S OR LESS,UNLESS OTHERWSE (1.]57 BB. (667 1 SEEDLING 1 11 g.BACK FILL VpO.AND WATER SECWDTME. BEDS SPECIFIED W SHEETS.PLANT BEDS IN TD ro TO TO TO TO gB 27 (1% SEEDUN3 1g 19 9.PLACE MULCH WITlN 48 HOURS OF THE SECOND WANEPoW EE STAGGERED ROW.ON THE PERIMETER FIRST, JUNE 1 JUNE 1 JUNE 15 JUNE 1 NOV.1 SEPT.16 B.B. 81 1 SEEDLINGS 12 SEEMING 3 tfi NLESS SOIL MOISTURE IS EXCESSIVE. °g F TEN UNIFORMLY FlLLIN NAM REMVNW APRRT APPoLT MAY APRIL OCT.10 AUG 25 BB 2 18 SEEDLING 18 I� PARTS.USE TRWNAILAR SPACING,UIJLESS ro TO TO TO ro ro SPECIFIED OTHERWISE.PROVIDEgRADIUS B.B. 11 3 SEEDLING 18 A 121 CLEAR OF SHRUBS AROUND EACH DECIDUOUS JUNE1 MAY 1T JUNE 15 MAY 1] NOV.15 SEPT.15 9 BB. 12 5 1YR MED.BR. 15 11 E_ TREE AND B CLEAR RADIUS AROUND EACH 12 BR. (247 (>7 1 YR.N0.1 BR 1 14 MULCH /_ Y CONFER TREE.RADIUS MILL BE MEASURED VINES (12') FROMTHECENT£ROFTHETREETOTHE PLANT INSTALLATION PERIOD IS BR. R87 (Cl 2YR.MED.BR. 3 W €G CENTER OF THE SNOB.NOTIFY ENGINEER OF 18 BR. (3% 2YR W.I ISR 43 t5 ¢ GROSS PUNT QUANTITY SU_OR (MNCOT25)1.3F) DECIDUOUS B.R. (337 Iti r 9 DEFICIENCY IMMEDLATLEY.MULCH ENTIRE MASS S.R 42 PLANTING BED. SHRUBS,ROSE$ a B.R 48 WRAP ALL OAK.AND MAPLES ALONG TREE AND PERENNIALS B.R. l54 TREE WRAPPING CIRCUMFERANCE FROM GROUND LINE TO FIRST (FROST CRACK MAJOR BRANCHON OR BEFORE OCTCSER3IST PERENNALHOE B.R. PLANTING PREVENTION OF FIRST YEAR NMTH COMMERCIAL GRADE DEPTH Am MDNH 1277 SOR j AOPHA 1�TA E.REMOVE BY APRIL 2OM OF SHALL BE BASED BB. (3%UPON ONQENTER eB (3% CONTAINER STOCK o PLANTING PLAN STATED DIMENSIONSSUPEROEDESCAUNGFROA SPACING ANA q g,g, Oz DIMENSIONS PIAN. ZONE2 -TINUO)s g.g. 1.SCARIFY SIDE.AND BOTTOM OF HOLE. P TRENCX gg 2.PROCEEDVA TNCDRRECTIVEPRUNIMGCFTOPANIROOT. 6M AVERAGE ZONE MAP BB 3.REMOVE CONTAWER AND SCORE OUTSILYE OF SOL MASS E GALLONS OF °RABID QUE ZONES LEGEND APPROXIMATE MIN.TEMP. B.B. 42 11 TO REdRECTAND PREVENT dRpING FlBRWSROOrs. cJ�zp ¢ PLANT TYPE WATER PER K'` - z aD°T...4 CONIFEROUS 4 B.B. t t wow Y - 9..ET PLANT U4d5TURBED NANTVENSOL OR K - f TREES B.B. t3 �R3 APPLICATION PER - a -- ag°ro40°P D^. PLANT "A°R•. �.' 4 -28°roJOF TDROWXLY COMPACTED PLANTING SOIL INSTALL PLANT J� - 1_-..•': ATLEAST-OF B.B. 1 SO THE TOP OF THE ROOT FLARE IS AT OR UP TO Y W O o - ALL CONIFER B.B. 1 K C ` n BRANCHES WILL B.B. 1 1 ABOVE TE FINISHED GRADE. S64 z V zi O1� ..,,..55 S.PLUMB AND BACKFlLL MITI PLANING SAL. ° O TRANSPLANTED TREES Mqr.�y _ CONTAIN TERMINAL 1 B.B. g.WATER THOROUGHLY IMTHN2NOUR3 TO SETLE PLANT. €mao = MACHINE Z O 9Z'ANPLA BUDS B.B. (1027 R17 ANDFlLLV... 2 12 BB. 114 4 ].BACKFlLLVp ANOWATERSECONOTME. BALLED g BUTAPPED FOR ALL PLANT STOCK,DOCIMENT ACCEPTABILITY FOi B.RACE MULCH WATNN 48 HOURS OF TIE SECOND C]M E m TREES ID HARDINESSINTHEMINhffsC AZONEWHERETHEPROJECTSITE WATERING UNLESS BOIL MOISTURE IS EXCEBSNE. r ON Is LOUn=O,ASFWLays: INSTALLATION OF PLANTS >&m= T BARE ROOT TREES 15 m W BALLED g BURIAPPED M.H. A.PLANT STOCK CONTINUOUSLY GRI-I FORAT LEAST THE y o Q r O O BALLED 10 LASTTI VOYEARS VATINTHEACCEPTABLEUMITSSHOVM. a };NRno O O o CONTAINER SHRUBS ] OO PLAN STOO,.GROWN OUTSIDE THE ACCEPTABLE GROMNG IPWYROPYLENE OR gAgZ�� < g Z WOODY SEEWNGS 4 ZONE5 IUD RP LIMITS,HAVNKITHE5EED.OU-011ROOTAND POLYETHYLENE,40 MIL. R W DRAFT STOCK OPoONATW FROM TE ACCEPTABLE LIMITS T r e e Protection r e a O E F PERENNIALS AND 3 M' SHIDNAN. MCI,- ISMDE ¢ VINES UNACCE ABLE 3�'PS'A'-T�'"�T" WW'J a a g r MO. STEEL POST tO Be WIRE. O IT IS TIE CUNTRACTORS RESPONS.._TO KAN Z m MWROR AND MAINTAIN SOIL MOISTURE AT SEE CH W2T m ADEQUATE BUT NOT EXCESSIVE LEVELS.THE 1.STEELPOSTSTOBENOTCHED N ° RAMWWNN.E�DABOVEAREGUDELINES.NOT ACCEPTABLE PLANT STOCK GROWING RANGE LIMITS NRES'LGUCE-IDEOOPP w¢ vi $ m SOURCE:USDAPIANTHMRDINESSZONEMAP ROGTBALL. OF c REGAR SLOPE. DLESS OF GROUND n 41NCHES OF GRACE 2 2.REQuESTSTOSUSSTITUTE - OOMPOST PND OTER RUBBER HOSE AN)MRE Ul SPECIFIES ADDITIVES TPoAJKISTEM TRUNKSTEM OWING SYSTEMS WALL NOT F THOROUGHLY MIXED WTITi GRAFTUNON TREE BE APPROVED. IWLl CE WLTVATEDSpLS GRAFTED TREE 3.TREE STAIUWISNOT DO NOT ENTER THE FENCED AREA O OULTVANED (T4HU0)SVVE WNG OR NECESSARY EDUNESSSPECIFIED We appreciate y r cooperation to Q Q _ SpLDEP1H PDVENTITWSROOISMAYBEVISIBLE) MEREVANDALMM.SOILOR protect these trees during I- MNDOT2S 3B MERE VANDALISM. construction WIND CONOITIONS AREA W N FINISHED GRADE ELEVATION PROBLEM,OR AS REQUESTED Q O Q BOTTOM OF MAIN(1STORDER)LATERAL ROOTS BY THE ENGIHEER. ° -FLARE I.REMOVE MTHN ONE YEAR 1. LOOSEN ALL ISOLATED TREE PLANTING ROOT FLARE W p m LOCATIONS AND PLANTN'e BE FIE FEEDER ROOTS - RO.- 1i s TO A MINIMUM DEPTH OF IT. <I/ F 2. SOILFMENDMENTSSHAUNAPPUED ROOTFLARE DURING CULTIVATION.USE CULTIVATED FABRICATE B%9X3Ig•SIGN,XM O.TSRADIUSCORNERS. U u AND PME HOL S. EXCAVATEDFRW SIGN SXPLL BE WHTE MTII BI/1L1(LETTERING.ATTACH SIdN '^ C PLANTING TOLES.REMOVE ALL DEBRIS V l O INCLUdNG ROCKS LMCER THAN 3"DIA PLANTING SOIL roPOSrusIWrlErvGnHwaooscREws RwcEDArzs M STEEL POST SIZING AND)J•RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGH Q Z s CALIPER STEEL POST TYPE A B C D TREE PROTECTION SIGN DETAIL Q d - 1.INSTALL PLANTS PLUMB.AFTER BAC-LNG ROLLEDSIEEL FENCE INSURE T AT THE ROOT FWRE IS ABODE LESS TEN ND $ FINSHEDGRPDE ELEVATION. POST pMVODT 3403) TAT 20 4'd 3'4T LIVE BRANCH INCORRECT CUT(TOOCLOSE)W1LL (INCHES OR APPROVE.EOLML MIN. RESULT IN DMOOMBNUOIS CALLUS Q BRACH BARK RIDGE FORMATI ON AFTER ONE SEPSON OF 2.HOLE DEPTH FOR HAS AND CONTAINER PLANTS DREATER CH N LB.FUNCED OPoP LINE CHMNNEL STEEL SIGN a SIWLL NOT EXCEED MEASURMENT FROMRCOTHWR TENS 104 PAY 6'9T 54T H S GROVYIH. POST MNdDT 3401) G _ roBOTTCM d=3dL BALL. INCHES OR APPOVED EQUAL MIN. CONSTRUCTION LIMITS /I'1 ON / coRREc]CuT(LEAVINGBRANd1 COLLAR STAKING AND GUYING l_J w °o BNrNOSnA1>MURESULnN PLANTING DEPTH DETAIL TIEEPROTECTION Z z U B CONTINUOUS GOWHNUT.HAPEDMU.US SKIN Z FOROWMATION AFTER OW SEASON OF F,^ C C GROWTH. co I- wE U A D ' LL� a STEPS TO PRUNING MTH PRUNW SAW O O 1.CUT PART WAY THROUGH TE Z O D SRANDHATPOINTA MULCH PLACEMENT Q DEAD BRANCH x.CUT COMPLETELY TIROUT3H BRANCH O o I FROMPOINTBTO0. FROM CENTER OF HWEEXCAVAnONVWDTH W Cy X TYPE OF PLANT DEPTH OF MULCH 3.CUT FROM PaNTCTOD. PLANT TO OUTSIDE IN ACIUMS FROM Uj f��FT�1A p u BRANCH COLLAR 4.LEAVEBRANCH=RIQ TOO) EOF MULCH MI FROM THE w Z V K PLANING IDLE DIVENSIONS S.DONOTFLUSH CUT(CTOX) CONIFEROUS TREES 3'WN. 4.95 CHART ON Z 6.DONOTLEAVESTUBS(BTOA) DECIDUOUS TREES 3'MIN 0"d' WBRANCHES PRUNED AT TRUNK PRUNW NOTES CONIFEROUS SHRUBS 3'MIN. 9•$ STANdARDPUNTNG DETAILS J 2 w t.PRUNEU8INGCLEANANDSHARP DECIDUOUS SHRUBS 3'MIN. 4d (B)SHEET Q.O SCISSOR TYPE PRUNER M PRUNING VINES 2'MIN 4'4I• w O ~ I� CORRECT TOO TOO TOO SAW. PERENNIALS 2' IN. 3'<" 3-P 4IW�1'M'1 > PRUNING CLOSE LONG SLANTED 2.THEBESTTMETOPRUNEI.LATE MACHINE-TRANSPLANTEDTREES 1FRYONDEDGEOFHOLE 4'S o DORM4M SEPSON OR EARLY MULCH (Tl N p CUT LIVE BUD SPRING A 1.PULL MULCH BACK NO THWNY J Z AND NO MORE THAN T FROM TREE ca ca O 3.AVOID PRUNING OAKS IN APRIL, TRUNK.. d MAY,JUN:W JULY. 2.SUBSIDING OR DETERIORATING MUCH ¢ IIILLL,��1��1111///ppp���ppp/// 4.IF PRUMM iS NECESSARY OR IF IS ACCEPTABLE TIRCUGHOUTTE W L 1111 APRIL. OCCUR roO/1K TEES IN CONTRACT IFTA INIMUDEPTHIS IIIB FURNISH ANDINSTALLTEMPORARYFENCEATTHETREVs-PLANE C0 W APRIL.MAY,MINE OR JULY, MN RAINED ATP MIHlfAUM 3• OR CONSTRUDTW LIMITS AS SPECIFIED,PRIOR TO ANY CWSTRUCMJI4. ORV-NELY PAINT CUT SURFACE 3.JIFF THE MUCH DEPTH IS LESS THAN 3• 1 PLACE PRROTECTION SIGNS ALONG FENCEEAT'0''INTERVALS. OR WCUND MT1 LATEX PNNTat ADDITIONAL MULCH IS REOURED TO J DATE SHELLAC. ii6k I PROVIDE THE IN MINNIUM TBELOV1. F BRANCHES PRUNED TO LIVE BUD SPECIFIED IN CHWYT BELOW. / 4.MULCH CONTAMINATED MT1SdL P SOFiAAN11NG BFDAND PROJECT NO. Y r MUST BE REMOVED AND REPLACED. (LHOROUONLY LOOSENED) s TEMPORARY PROTECTION FENCE PLACEMENT DETAIL PRUNING MULCH PLACEMENT PLANTING SPACING OF MASS BEDS SHEEET ET NUMBER E > € 6105 a a o m - w x ° E BALLED & BURLAPPED STOCK E_ 1. SCARIFY SIDES AND BOTTOM OF HOLE. N 2. PROCEED WITH CORRECTIVE PRUNING. z 0 3. SET PLANT ON UNDISTURBED NATIVE SOIL N OR THOROUGHLY COMPACTED PLANTING w 3 SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2"ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. yy ,I 5. BACKFILL TO WITHIN APPROXIMATELY 12" z OF THE TOP OF THE ROOTBALL, THEN -TREE CENTERED WITHIN PAVER BAND WATER PLANT. REMOVE THE TOP 113 OF S & INGS BASKET WHICHEVER IIS GREATER.HORIZONTAL ALL BURLAP AND NAILS FROM THE TOP Q ` 1/3 OF THE BALL. REMOVE ALL TWINE. REM VE 6' 2• ROOTS. OR CORRECT STEM GIRDLING ' 3• 3' 6. PLUMB AND BACKFILL WITH PLANTING SOIL. �a E 15"SQUARE OPENING®TREE PAVER EDGE RESTRAINT WELDED&PAINTED 7. WATER THOROUGHLY WITHIN 2 HOURS TO STEEL(BLACK)L BAR STOCK EDGE RESTRAINT SETTLE PLANTS AND FILL VOIDS. eyd r 1/2"-3/4°ROCK MULCH SWEEP 3/8°CHIP 8. BACK FlLL VOIDS AND WATER SECOND TIME. ' 5 CONCRETE PERMEABLE PAVERS(TYP) GRANITE INTO JOINTS 9. PLACE MULCH WITHIN 48 HOURS OF THE C 1°OF 3/8"CHIP GRANITE BEDDING IS WAE.RING UNLESS SOIL MOISTURE 2X ROOT BALL WIDTH .I.r 5 ,, t 1.0 4"CONCRETE SIDEWALK- SEE PLANS MULCH SEE LANDSCAPE PLANS FOR LOCATION STRUCTURAL SOIL(CU SOIL) SOD °w °o 1� 3.4' 1.75 4"TOPSOIL E 1 EXISTING OR PLACED SOILS(TIP) ww? o ?� 1.75 HJg 3 3 1 DN-WOVEN GEDTEXTILE FABRIC ENVELOPE EXISTING OR PLACED SOIL •� �I a� pw a z � �E�LLQ JL n E TREE PLANTINWAVER SECTION a a PLANTING � I• €°w�� °' E A mm SOIL NOTE: II FNasa o fr w i ,g 1. ALL REFERENCES TO STRUCTURAL SOIL SHALL MEAN CU-SOIL OR APPROVED EQUAL.THE STRUCTURAL SOIL PRODUCT CU SOIL IS � A PROPRIETARY MATERIAL PATENTED BY CORNELL UNIVERSITY(US PATENT g 5,849,069)WHICH MEETS THE REQUIREMENTS OF _ STRUCTURAL SOILS FOR THIS PROJECT. ONLY LICENSED PRODUCERS ARE ALLOWED TO SUPPLY THIS MATERIAL.CU SOIL IS ;�gy o ° AVAILABLE FROM PLAISTED COMPANIES IN ELK RIVER,MN 1877 564 8013.PROVIDE FULL DOCUMENTATION/CUTSHEETS TO KHA TREE PLANTING DETAIL gym= N $ FOR APPROVAL PRIOR TO PLACING. Bwm6 a o E 2. PLACE CU SOIL IN 6"-8"LIFTS. o g z m y� O mzz Q � 3 O V '^ N VJ F J Q a W ° F z - g W o U � 8 M Z J i M ut � F- Q _ V�r1 z N o Z z z_ 1W,1 Z E O r LL e W O ° s Y U o W Z w J Z_ z UY � € W 0 O J z J,n 0 V m m U Z z a ° 2 w i w DATE 3 _ 05/02/2014 i t PROJECT NO. x 160633001 SHEET NUMBER E E 6106 o e o