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HomeMy WebLinkAbout2012 06-28 PCP Amended 6-25-12 XBR "of KLY N TER PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER JUNE 28,2012 REGULAR SESSION 1. Call to Order: 7:00 PM 2. Roll Call 3. Approval of Minutes—June 14, 2012 Regular Meeting 4. Chairperson's Explanation The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 5. Planning Application Items with public hearing) a) Paul Hyde (Real Estate Recycling) Planning App.No. 2012-009 PUBLIC HEARING - Consideration of proposed Preliminary Plat approval of property located at 4001 Lakebreeze Avenue North, to replat two parcels into one large single lot for the recently approved France Avenue Business Center IV project. 6. Planning Application Items without public hearing) a) Loren Van Der Slik/Gatlin Development Planning App. No.2012-006 Consideration of a proposed Site and Building plan approval related to the former Brookdale Mall Food Court building, now part of the new Shingle Creek Crossing PUD, located at 1300 Shingle Creek Crossing. [Item originally tabled at the April 26, 2012 meeting— requested by Applicant to be tabled to the July 26, 2012 meeting] b) Loren Van Der Slik/Gatlin Development Planning App. No.2012-013 Consideration of a proposed Site and Building plan approval related to the proposed "Building H" as illustrated and planned for under the September 12, 2011 Shingle Creek Crossing PUD Master Development Plan, located at 1560 Shingle Creek Crossing. c) Loren Van Der Slik/Gatlin Development Planning App.No. 2012-014 Consideration of a proposed Site and Building plan approval related to the proposed "Building K" as illustrated and planned for under the September 12, 2011 Shingle Creek Crossing PUD Master Development Plan, located at 1600 Shingle Creek Crossing. 3 Cdy of BROOKLYN CENTER d) Loren Van Der Slik/Gatlin Development Planning App.No. 2012-015 Consideration of a proposed Site and Building plan approval related to the proposed "Building U as illustrated and planned for under the September 12, 2011 Shingle Creek Crossing PUD Master Development Plan, located at 1150 Shingle Creek Crossing. 6. Presentations (None) 7. Discussion Items 8. Adjournment MINUTES OF THE PROCEEDINGS OF THE PLANNING COMMISSION OF THE CITY OF BROOKLYN CENTER IN THE COUNTY OF HENNEPIN AND THE STATE OF MINNESOTA REGULAR SESSION JUNE 14, 2012 CALL TO ORDER The Planning Commission meeting was called to order by Chair Rahn at 7:03 p.m. ROLL CALL Chair Sean Rahn, Commissioners Scott Burfeind, Stan Leino, Michael Parks, and Stephen Schonning were present. Also present were Councilmembers Carol Kleven and Lin Myszkowski, Secretary to the Planning Commission Tim Benetti, Director of Business & Development, Gary Eitel, and Planning Commission Recording Secretary Rebecca Crass. Kara Kuykendall and Carlos Morgan were absent and excused. APPROVAL OF MINUTES—MAY 31, 2012 There was a motion by Commissioner Parks, seconded by Commissioner Schonning, to approve the minutes of the May 31, 2012 meeting as submitted. The motion passed unanimously. CHAIR'S EXPLANATION Chair Rahn explained the Planning Commission's role as an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. DISCUSSION ITEM—PLANNING APPLICATION NO. 2012-010, 2012-011 AND 2012-012 THRU 016— SHINGLE CREEK CROSSING—PLANNED UNIT DEVELOPMENT AMENDMENT, PRELIMINARY PLAT OF "SHINGLE CREEK CROSSING 2ND ADDITION"AND FIVE (5)NEW SITE AND BUILDING PLANS FOR THE SHINGLE CREEK CROSSING REDEVELOPMENT PROJECT Mr. Benetti described proposed updates to the Shingle Creek Crossing PUD amendment including: • Widening the proposed driveway corridor between the Sears store and former Brookdale Food Court building from 40 ft. to 60 ft. • Removal of proposed 6,000 sq. ft. restaurant pad site identified as Building R. • Revised layouts of original Building A (8,500 sq. ft. retail) and Building J (8,400 sq. ft. retail)to a new small retail store Building A (8,500 sq. ft.) small shop with drive-thru service land Building B (1,800 sq. ft.) Page 1 6-14-12 • Addition of a new full access onto Xerxes Avenue North approximately 475 ft. south of the County Road I O/Xerxes Avenue intersection and directly across from the Xerxes Avenue access point into the Brookdale Corner Shops retail center. • Reduction of original Building B from 9,400 sq. ft. retail to new 2,488 sq. ft. restaurant site with drive-thru service lane. • Reconfiguration of original Buildings C and D pad sites into three new convenience food restaurants with drive-thru window and service lanes and relabeled as Building G(4,510 sq. ft.), Building 1 (2,300 sq. ft.) and Building D (1,866 sq. ft.). • Removal of original proposed junior box retail store Building Q (35,680 sq. ft.) and replaced with a 6,000 sq. ft. restaurant building site. • Adding a new restaurant pad site as Building O (7,500 sq. ft.). • Allowing certain convenience food restaurant sites to include drive-thru/pick-up windows and lanes (as opposed to a special use permit for each use). • Additional daylighting of Shingle Creek waterway south of Buildings N and Q. Stan Leino arrived at 7:20 p.m. Mr. Benetti further explained that the applicant has submitted a new Shingle Creek Crossing Master PUD plan along with a new PUD Amendment drawings and maps indicating the new building pad layouts and other site changes. He added that the new Preliminary Plat of Shingle Creek Crossing 2nd Addition will include realignment of certain lot lines and easements created under the first plat. Commissioner Parks commented that he supports the removal of Building R since the plan indicated that there was not enough convenient parking for that building. He also stated that he is not in favor of the reconfiguration of Buildings C and D into three convenience drive-thru restaurants since the drive lanes can add to congestion. He further stated that he would like to see enhancements to the site to encourage more pedestrian friendly walkways on the site. DISCUSSION ITEM—PLANNING APPLICATION NO. 2012-003 —MARANATHA HOMES —UPDATE ON THE APPROVED DEVELOPMENT/SITE PLAN FROM THE MAY 31, 2012 MEETING Mr. Benetti stated that they have been working with the applicant on some suitable alterations to landscaping including the layout of coniferous trees and fencing on the site. He also shared that the Fire Department is approving a 12 foot fire lane road around the perimeter of the site with at least a 2 ft. clear side on each side, down from the 20 ft. originally proposed. He added that the surface will be asphalt and the corners will have to be slightly wider to allow proper turns of the fire rigs. Mr. Benetti further stated that many of the neighbors stated that they do not want their gardens shaded. He pointed out that the pond on the southwest corner will be added to take in overflow from the ponding area on the center of the site. Also, the swell of this pond does not allow them to keep all existing trees. He further stated that in order to meet the ordinance, the applicant has indicated that they will put up a 6 ft. high fence to provide proper screening from the residential properties and they will keep as many trees as possible on the site and they will add additional trees along the south side of the site to fill in the gaps. Mr. Benetti added that the 12 ft. fire lane Page 2 6-14-12 road will only be for emergency vehicles and will include collapsible bollards to discourage traffic from other vehicles along the perimeter road. They will also remove all lights along the pathway but will maintain all lighting in parking areas as required by city ordinances. Mr. Eitel added that with additional alterations to the site plan being proposed, all concerns brought to the Commission by the residents will be addressed and should not be an issue. Chair Rahn stated that the ponding area on the site seems rather large for the site. Mr. Eitel responded that the ponding areas serve as an onsite infiltration system which will keep most of the water on the site. Chair Rahn added that he wonders if the residents prefer a fence to live screening (trees). Commissioner Leino stated that he feels that live screening (trees) seem to be a better solution to screening since a fence can be unpleasant to look at unless it is serving a purpose such as keeping out noise or keeping people off the property. He feels that good landscaping is a better fit than just a fence. Mr. Eitel replied that a fence gives you privacy and seclusion in a back yard and staff will provide a landscape plan for the City Council's review that is consistent with city requirements that will include a fence in some areas and live screening in other areas. Commissioner Parks asked if water will drain off the western side of the site into the drainage ditch. Mr. Eitel responded that method of water retention doesn't meet the Watershed criteria for storm control. He added they must route water to an in-site infiltration system. There was further discussion regarding the retention pond and proposed parking on the site. Commissioner Burfeind stated that he has seen the head-in area of parking spaces used to reroute water and perhaps by doing that they could reduce the area of the swale or the retention pond. He added that what is being proposed is definitely better that what exists on the site. DISCUSSION ITEM—SHINGLE CREEK/WEST MISSISSIPPI WATERSHED DISTRICT— THIRD GENERATION PLAN—CITY'S CITIZEN ADVISORY COMMITTEE UPDATE Mr. Benetti stated that City Engineer is asking for two Planning Commission members to serve as an advisory board for follow up which will involve one more meeting and if anyone is interested, they should contact him and he will pass that information on to Mr. Lillehaug. OTHER BUSINESS Mr. Benetti reminded the Commission that on Tuesday, June 19, 2012 SRF and the City will be holding an open house at the West Fire Station located at 6250 Brooklyn Boulevard related to the Brooklyn Boulevard Corridor Study. There was no other business. Page 3 6-14-12 ADJOURNMENT There was a motion by Commissioner Parks, seconded by Commissioner Leino,to adjourn the Planning Commission meeting. The motion passed unanimously. The meeting adjourned at 8:29 p.m. Chair Recorded and transcribed by: Rebecca Crass Page 4 6-14-12 X O'"r OK N NSER Planning Commission Report ! Application Filed on 05/31/12 Meeting ate: June 28,2012 ' City Council action should be g Y i taken by 07/30/12 (60 Days) L--------------------------------------- Application No. 2012-009 Applicant: RER Acquisitions, LLC (Paul Hyde) Location: 4001 Lakebreeze Avenue North Request: Preliminary Plat for FRANCE AVENUE BUSINESS PARK 4TH ADDITION INTRODUCTION Paul Hyde, President of RER Acquisitions LLC is seeking Preliminary Plat approval to replat two parcels into one, large single lot for his recently approved France Avenue Business Center 4 project, located at 4001 Lakebreeze Avenue N. A public hearing is scheduled for this item, and notices were mailed to the surrounding property owners. ANALYSIS France Avenue Business Center 4 was recently approved as a new planned unit development by the City Council on May 14, 2012. As part of this approval, the Developer was required to combine the two parcels included as part of this overall redevelopment project. The larger parcel (Tract 1) is the former Northwest Athletic Club/Lifetime Fitness site, consisting of 7.38 acres. The secondary or smaller parcel is the MnDOT remnant right-of-way parcel (Tract 2), consisting of 1.38 acres. This MnDOT parcel is scheduled to be transferred to the City, whereas the City is intends to convey to Mr. Hyde. The combined area of these two tracts is 8.75 acres. Once these parcels have been combined by this plat, Mr. Hyde will be able to begin the redevelopment phase of this site, which includes site clean-up and the construction of the new 90,000 sq. ft. office/warehouse facility detailed in the approved PUD plans. This PUD redevelopment site was also approved with a new zoning of PUD-MIXED C2/I-1 (Planned Unit Development-Mixed of Commerce and Industrial Park). Prior to this zoning change, the City amended the land use designation of the subject site from OS-Office/Service Business to a new"Mixed Use—OS/I (Office-Service Business/Industrial) land use category. The subject site is surrounded by 1-2 Heavy Industry zoning to the north; R4 Multiple Family Residence to the northwest; R2 Two Family Residence to the west; and R5 Multiple Family Residence to the southwest. The I-2 zone is virtually filled-in with existing office/warehouse developments. The R4 area consists of a number of 4-plex apartment buildings interspersed with single-family homes. The R2 zone to the west consists of a number of single-family homes with two-family (duplex)homes; while the R5 zone contains the Twin Lake Apartment complex. PC 06/28/12 Pagel of 3 3 rBR 00V TER Sewer and water are both available from Lakebreeze Avenue (to the north) and also from Azelia Avenue (to the west). The site and new office/warehouse facility should be adequately served by these existing city water and sewer systems. The preliminary plat illustrates a number of perimeter drainage and utility easements, which are typical of these types of replats. A number of existing easements, which are no longer needed or feasible for this redevelopment site, are identified and scheduled to be vacated or released on this site, but not until the final consideration of the future final plat of said properties. The preliminary plat map has reviewed by the City Engineer, and his review memorandum is attached for reference. Staff assumes many of these items will be addressed or completed as part of the final plat process. The new final plat will reflect a new Lot 1, Block 1, FRANCE AVENUE BUSINESS PARK ADDITION. RECOMMENDATION Staff recommends the Planning Commission adopt the attached Resolution No. 2012-12, which comprehends the approval of Planning Application No. 2012-009, which proposes a Preliminary Plat for FRANCE AVENUE BUSINESS PARK 4TH ADDITION, subject to the following conditions: 1. All recommendations and conditions as noted in the City Engineer's review memorandum, dated June 14 2012 (and those related to the PUD review of March 28, 2012 and Development/Site and Building Plan review of April 20, 2012) shall be complied with or completed as part of any final plat approvals. 2. Any easements to be vacated under this platting process must be considered under separate and formal City easement vacation process, with all documentations, descriptions, and exhibits singed by a licensed surveyor. 3. The final plat shall be subject to review and final approvals by the City Engineer, prior to release by the City for recording purposes. 4. The final plat shall be subject to the provisions of Chapter 15 of the City Ordinances. 5. An updated certified abstract of title or registered property report must be provided to the City Attorney and City Engineer for review at the time of the final plat application(within 30 days of release of the final plat). PC 06/28/12 Page 2 of 3 3 rRRGLtiV TER ATTACHMENTS • Aerial/Location Maps • Preliminary Plat of FRANCE AVENUE BUSINESS PARK 4TH ADDITION • City Engineer's Review Memo(dated 06/14/2012) • Planning Commission Resolution No.2012-12 i PC 06/28/12 Page 3 of 3 Commissioner introduced the following resolution and moved its adoption: PLANNING COMMISSION RESOLUTION NO. 2012-12 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2012-009, SUBMITTED BY RER ACQUISITIONS, LLC, A REQUEST FOR PRELIMINARY PLAT OF FRANCE AVENUE BUSINESS PARK ADDITION FOR THE PROPERTY LOCATED AT 4001 LAKEBREEZE AVENUE NORTH WHEREAS, Planning Commission Application No. 2012-009 submitted by Paul Hyde, President of RER Acquisitions LLC, requesting approval of a Preliminary Plat of a new subdivision to be titled FRANCE AVENUE BUSINESS PARK ADDITION,which is a replat of two contiguous parcels generally located and addressed as 4001 Lakebreeze Avenue North (Subject Site); and WHEREAS,this plat is requested to combine two separate lots into a single lot for the overall benefit of the new France Avenue Business Center 4 project,to be located on the Subject Site; and WHEREAS,the Planning Commission held a duly called public hearing on June 28, 2012,whereby this item was given due consideration, a staff report was presented, and a public hearing was opened to allow for public testimony regarding the preliminary plat of FRANCE AVENUE BUSINESS PARK ADDITION, which were received and noted for the record; and WHEREAS,the Planning Commission has determined during its review of the preliminary plat materials submitted with Planning Application No. 2012-009, that said plat is in general conformance with City of Brooklyn Center's City Code Chapter 15 —Platting; and 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. 2012-009 as submitted by RER Acquisitions LLC, requesting Preliminary Plat consideration of a new subdivision to be titled FRANCE AVENUE BUSINESS PARK ADDITION, be approved based upon the following conditions: 1. All recommendations and conditions as noted in the City Engineer's review memorandum, dated June 14 2012 (and those related to the PUD review of March 28, 2012 and Development/Site and Building Plan review of April 20, 2012) shall be complied with or completed as part of any final plat approvals. 2. Any easements to be vacated under this platting process must be considered under separate and formal City easement vacation process, with all documentations, descriptions, and exhibits singed by a licensed surveyor. I 3. The final plat shall be subject to review and final approvals by the City Engineer, prior to release by the City for recording purposes. 4. The final plat shall be subject to the provisions of Chapter 15 of the City Ordinances. 5. An updated certified abstract of title or registered property report must be provided to the City Attorney and City Engineer for review at the time of the final plat application (within 30 days of release of the final plat). June 28, 2012 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 the following voted against the same: . Whereupon said resolution was declared duly passed and adopted. MEMORANDUM DATE: June 14, 2012 TO: Tim Benetti, Planning and Zoning Specialist FROM: Bruce Johnson, Engineering Technician Supervisor SUBJECT: Public Works—Preliminary Plat Review for FRANCE AVENUE BUSINESS PARK 4TH ADDITION Public Works Department staff reviewed the preliminary plat submittal dated May 29, 2012, for the proposed FRANCE AVENUE BUSINESS PARK 4TH ADDITION and provide the following conditions: General: 1. All comments and conditions indicated in the March 28, 2012, PUD review and the April 20, 2012, Preliminary Site Plan review memorandum from Public Works are included by reference. Easements, Agreements and Plat: 2. An updated certified abstract of title or registered property report must be provided to the City Attorney for review at the time of the final plat application(within 30 days of release of the final plat). 3. The proposed plat is located adjacent to Minnesota Department of Transportation (Mn/DOT)highway right-of-way. Minnesota Statutes require that the City submit the plat to the Department of Transportation for written comments and recommendations.All Mn/DOT comments must be conditions of approval. 4. Subject to the attached MNDOT email and drawing regarding a required permanent Drainage and Wall Maintenance easement on the MNDOT turn back property. 5. Dedicate adequate roadway easement for the roadway turnaround and existing wood wall at the south end of Azelia that includes an additional 10 feet around those elements. 6. Dedicate 10 foot roadway easement at location 23G where there is a noted existing curb encroachment. 7. Drainage and utility easements must be shown around proposed infiltration ponds at or above the 100-yr flood and high water elevation and other storm water treatment facilities. 8. Provide a"working drawing"of the final plat for verification purposes that includes and shows the pond limits to the 100 year flood and high water elevation, retaining walls, remaining and proposed utilities, and other pertinent site elements that are related to easement needs and considerations. Prior to Issuance of Land Alteration and Building Permits: 9. Submit a recorded copy of the restrictive covenants (subdivision agreement). 10. Submit final site plans and specifications for review and approval by the City Engineer in Preliminary Plat Review Memo—FRANCE AVENUE BUSINESS PARK 4TH ADDITION June 14, 2012 Page 2 form and format as determined by the City. The final plan must comply with the approved preliminary plan. 11. Submit a letter of credit or cash escrow for the land disturbance portion of the project in the amount of 150%of the estimated cost or in the amount determined by City staff to comply with the land alteration permit, site improvements and to restore the site. The developer may submit one itemized letter of credit, if approved by City staff. The City will not release or reduce the letter of credit or cash escrow until work has been completed according to the final site plans approved by the City. 12. 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. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. 13. Submit a$5,000 separate cash escrow for the construction management plan elements as part of the non-compliance provision. This escrow must be accompanied by the agreement and signed by the developer and property owner. 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. 14. Schedule and hold a preconstruction meeting with City staff. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The preliminary plan(site plan and preliminary plat) and final plat 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 plat 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. MEMORANDUM DATE: April 20, 2012 TO: Tim Benetti, Planning and Zoning Specialist FROM: Steven L. Lillehaug, City Engineer/Director of Public Works Bruce Johnson, Engineering Technician Supervisor SUBJECT: Public Works Preliminary Site Plan Review—France Avenue Business Center 4 Public Works Department staff reviewed the Preliminary Site Plan submittal dated April 2, 2012, for the proposed France Avenue Business Center 4 and has the following comments: Submittal package incompleteness: 1. All comments that follow are made with the assumption that this development process will eventually proceed through the subdivision process and combine the site's two parcels into a single parcel,the second parcel being the old Denny's property that is now Mn/DOT turnback property. It is anticipated that a preliminary plat and a final plat would be evaluated and approved by the City and County prior to proceeding with an issuance of any permits for any actual construction work. Proposed property lines, easements, setbacks, etc. have not been fully evaluated for these reasons;therefore,the full evaluation of these elements will take place once the preliminary plat and final plat are developed and formally submitted to the City for consideration. 2. A Storm Water Pollution Prevention Plan(SWPPP) is required. 3. A site plan is required to be submitted as part of this application and review of the PUD Site Plan (Ordinance 35-355)that includes proper dimensioning of drive aisles,parking stalls, curve radii, and other typical site plan dimensioning. This must be provided for evaluation. 4. Provide the City with an updated traffic impact and parking study for the site. Without the additional Denny's property added into the overall plat,the Developer must show an interim parking plan and proof-of-parking plan as warranted. Easements, Aareements and Plat: 5. Legal descriptions and easement vacation documents must be obtained for all existing easements. Existing public easements as determined by the City must be vacated and proposed easements must be dedicated as part of the preliminary and final platting process. 6. Provide and verify all private encumbrances and rights pertaining to those easements and other encumbrances that may be present. Verification of any proposed site elements located within any identified easement must further be evaluated and confirmed if the encroachment is allowed (e.g. proposed utilities, buildings, etc). 7. An updated certified abstract of title or registered property report must be provided to the City Engineer and City Attorney for review at the time of the preliminary plat application (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. 8. A Construction Management Plan and Agreement is required that addresses general Preliminary Site Plan Review Memo—France Avenue Business Center 4 Page 2 of 5 April 20, 2012 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 $5,000 deposit will be required as part of the non-compliance provision. 9. A Subdivision Agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 10. A 10-ft drainage and utility easement must be dedicated on the plat around the entire perimeter of the site. 11. A drainage and utility easement encompassing all storm water treatment facilities must be dedicated on the plat. 12. Provide the City with a trail easement for the proposed trail. The trail must include the full width of the trail plus a minimum unencumbered area of 3-feet on each side of the trail. 13. An overall utility facilities easement agreement is required that will provide the City perpetual accessibility to all private utilities and storm drainage areas to inspect and enforce proper utility service and maintenance for the entire site. This easement agreement also includes private inspection, maintenance and reporting responsibilities and must be executed prior to issuance of building and land alteration permits. 14. The applicant is responsible for coordinating site development plans with Xcel Energy, CenterPoint Energy, Qwest Communications and other private utility companies. Easements necessary to provide utility service to the proposed site development.shall be dedicated to the public for public use with the final plat. 15. Private site appurtenances(e.g. light poles, signs, etc.) must not encroach on public easement areas. For appurtenances that provide adequate setback and will not have any direct impact on the public elements within the easement area as allowed and approved by the City will require an Encroachment Agreement. 16. The downstream private storm sewer system that outlets the proposed pond falls on Mn/DOT right-of-way. The developer must obtain the necessary permit, easement or agreement from Mn/DOT that allows this encroachment and provide a copy to the City. General Items: 17. The proposed plat is located adjacent to Minnesota Department of Transportation (Mn/DOT)highway right-of-way. Minnesota Statutes require that the City submit the plat to the Department of Transportation for written comments and recommendations.All Mn/DOT comments will be conditions of approval. 18. The civil plans must be certified by a licensed engineer in the state of Minnesota. 19. This development is required to be reviewed by the Shingle Creek Watershed Management Commission. All City and Watershed storm drainage,treatment and infiltration standards are required to be met. 20. All storm drainage hydraulic and hydrology calculations pertaining to the required treatment standards must be based on the current existing conditions as it is today—not previous site conditions. The drainage plan submitted as part of this application must be revised and updated to include these current existing conditions—not previous existing conditions. Provide geotechnical soil parameters and soil infiltration rates for soils located in the immediate area of any proposed infiltration basin.These items must be provided for evaluation. Preliminary Site Plan Review Memo—France Avenue Business Center 4 Page 3 of 5 April 20, 2012 21. 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 final site plans. 22. A general project phasing and sequencing plan must be provided for the development. 23. 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 administration and engineering inspection efforts. 24. 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 for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The 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. 25. 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. 26. Identify, show and label all removals on applicable plan sheets. 27. The SWPPP plan sheets must include the following: a. Interim and final Best Management Practices(BMP)devices in accordance with MPCA guidelines and requirements for the size of the site. b. Provide a detail for a rock construction entrance. c. Provide details for all SWPPP BMP devices. d. All SWPPP BMPs must be installed by the Developer and inspected by the City prior to any disturbance of the property. e. 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. f. All inlet protection devices must have overflow protection. g. The developer must send digital (PDF) copies of required SWPPP inspection reports to the Engineering department within 12 hours of completion of the required inspection events. h. A more detailed SWPPP is required that includes interim BMP devices and measures throughout the site including temporary sediment basins, etc. and designed to meet the MPCA NPDES permit requirements. L BMP provisions for a vehicle wash-off point must be incorporated into the plan and implemented should the City Engineer determine the necessity. j. Silt fence must be installed around the entire perimeter of the site. k. Show and label water course with flow arrows and label ultimate site discharge point(s). 1. Define and show an exclusive SWPPP containment boundary that identifies a sediment and erosion limit that must not be exceeded. If exceeded, all work will cease until corrective measures have been implemented and the issues have been remediated. m. Street sweeping must occur as needed, on a daily basis and/or as directed by the City Engineer as warranted. Preliminary Site Plan Review Memo—France Avenue Business Center 4 Page 4 of 5 April 20, 2012 n. Other details as necessary and applicable to the developer's specific site. Permitting: 28. Copies of all required permits must be provided to the City prior to issuance of applicable building and land disturbance permits. 29. A City of Brooklyn Center sewer and water disconnect permit is required. 30. A City of Brooklyn Center land disturbance permit is required. 31. Minnesota Department of Health permit is required for watermain installation. 32. MPCA NPDES permit is required. 33. A MPCA sanitary sewer permit may be required. 34. A Minnesota Department of Health department permit is required for the watermain extension. 35. A Mn/DOT permit is required from the drainage division (review), for utility work and for work within Mn/DOT right-of-way. 36. Shingle Creek Watershed Management Commission (SCWMC) plan review and approval are required. 37. Other permits not listed may be required and is the responsibility of the developer to obtain and warranted. Sheet A2.1 Site Plan 38. The developer is required to construct a trail along the west side of Azelia Avenue that connects the regional trail along Lakebreeze Avenue to the cul-de-sac of Lakeside Avenue. The proposed trail must be at least 10' wide with a 5 foot wide boulevard and must be constructed as part of this project. 39. Designate appropriate design vehicle and provide vehicle turning movements for vehicles through the points of ingress/egress and throughout the site to/from delivery locations. 40. The entire perimeter parking and drive aisle area must be constructed with B612 curb and gutter. 41. Provide typical sections for road removals and repairs on Azelia and Lakebreeze Avenues. 42. Provide concrete driveway aprons at access points to Lakebreeze Avenue (use City standard details). 43. Provide typical sections for paving, concrete work, curb and gutter, concrete aprons etc. Sheet C 1.01 Grading Plan 44. Provide a typical cross section for the infiltration basin. 45. Define the purpose and functionality of the "wet forebay"design prior to the proposed infiltration basin. 46. Provide ultimate pond emergency overflow with appropriate erosion control details. 47. Evaluate the condition of the existing wood retaining wall along Azelia Avenue and provide plans and details and for any needed replacements or improvements. 48. Provide rip rap or other appropriate erosion control element behind the curb at indicated emergency over flow locations. Sheet C2.01 Utility Plan 49. Provide large note indicating"All proposed and existing utilities contained within this site are PRIVATE". 50. All utility connections to City utilities must be inspected by City staff. Preliminary Site Plan Review Memo—France Avenue Business Center 4 Page 5 of 5 April 20, 2012 51. Install new gate valves and Packaged Magnesium Anodes at all watermain connection points. 52. Provide profile plan, profile and connection details for all proposed utility segments within public right-of-way. 53. Operation and maintenance manuals are required to be provided for all proposed, permanent storm water treatment facilities. 54. Provide pretreatment prior to all storm water treatment facilities. 55. Remove any unused existing water or sanitary services to the site at the City trunk line. 56. At the proposed wet tap location within Lakebreeze Avenue in the northeast of the site, both services and Tees in the City trunk line must be removed and replaced with new pipe and a single Tee, eliminating the need for a wet tap. 57. Provide a new Tee in lieu of the proposed wet tap for the water service located within France Avenue if the existing 6-inch water service is deficient and cannot be used. 58. Show the water connection detail (Tap or Tee) located on Azelia Lane. 59. Provide details and confirm that a utility conflict check for all water/sewer crossings has been performed. 60. Maintain a minimum of 18"of clearance between the watermain and any sewer at all crossings. 61. Provide plan and details for pond skimming device at outlet of pond. 62. The downstream private storm sewer system that outlets the proposed pond discharges onto Mn/DOT right-of-way.The Developer must confirm with Mn/DOT and provide confirmation of approval to the City that the downstream system is capable of accepting this discharge and is allowable by Mn/DOT. Sheet L1.01 Landscape Plan 63. Provide irrigation for the entire site. 64. Provide and show plan details and locations for tree protection. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review.The Preliminary 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 preliminary plat, final plat and final site plans may require additional modifications based on engineering requirements associated with final design of the water supply, storm drainage, sanitary sewer, final grading and geometric design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. emu= —. ::-'-�-_- -_.• -- - —-_ LAI B REEZE A —" - $ x - � low- MnDOT �f> 3f Parcel Former Northwest Athletic Club _ a Site _0 71 Y7`b ,y LAKESIDE AVE N ',: _ ___ ✓ _yLy�� L 100 IS �. •- �f� y.f�p(�; �f\r.,i 100p '��Y'' at 0� �r� ,L� j if}r, r + PROPERTY INFO fa: - AREA:Northwest Athletic Parcel= 7.4 acres MnDOT(excess)Parcel=1.27 acres ZONING:C-2 Commerce �; rsus ADDRESS: 4001 Lakebreeze Avenue North PID: 11-011-82-13-10-029 * OWNER: LTF Real Estate Company,Inc. 2902 Corporate PI N Kr Chanhassen,MN 55317 + -0 25 50 100 150 200 Feet PRELIMINARY PLAT OF: FRANCE AVENUE BUSINESS PARK 4TH ADDITION X .,3 A E 1111 Ilr c laac»I» EXISTING LEGAL DESCRIPTION: x or.:o a GENERAL NOTES: bARCEL t aeux"-, ex mmIRAN uo,xn cr wv,for x , inn,BIPdk 1 Tennle Pan I...Hwnepn-ty,, �R'"e:n":1.�,N wwmmµ,Or-x,m mN;wi'p'wc"A RA.or.a51. _ �=r.�rvr:'�ex (T.r.�net aop.rtr C.-t.of nle No.1­947) II AT m12)­1 PRDa,D ANr 1— � ti Li rK»...xe _ r'uale:2`ww .nm amr Pan m f w ma'":amew�wp`x'z'"'"mxox,a:r..1w•a14.Sa vM1 M x xcw vae 1hT :2) ta'1ry Yc!11 » rr /' ! .-IN', III BINx}t..AS——Aemtron.Hennepin Co°Ilintr e 3. x n. .•w1 wavlwe ma wnnR nrwmt°n w„w°,1 N,m.A "m'" new wt w a m oea.muN covenwm on ----- - tRl , ----- - u � aro.b m� mw fir me w.T owNER:tmu LAKES II,uc _ _ ______________ oowm.l�. -- -- -'-"" cloratl«ef COVwa-�'J eT Cyri"+ : ' = _=C os Dowmrml NUmper 7 l h'�" f �D eFl� 9.a a.ar DaY R wnw RU Y. Inne9.t. n x:R,w_ 1 ;b.fr«t prove lY) N SCALE 1 INCH 0 FEET nEI,j.LI -5 s� I PROPOSED LEGAL DESCRIPTION: omen ew•wmwrs�aT:i4mi.sn,.,.m m.,rm nr Ax,A a ©°e ` -�� - �8 '��-�l�-�.• R j 1 5i i?eiock,TvnnN Aun T°a.X«nwk'County. ww w I.• me e�aw..m a.w°m vA1K,«mN _ 51�ma saleNT nEV p« - new Lw o _ pN k1! ` 1 ✓✓ v.• - r 'R (Tmrme propwty.Cvtlikam al Ttle No.116694]) oven a.w "erL'kN ,y -_�,o :r ' -pl ,t�A¢" ouE i n i o,k: © xo°¢on]6 a»fix:.:e.Na Pom wN NY._ s�€5°RO�JoR.D'pDlt4iD"Ix- 4ds, ,w,x^r'` '# -654i - -+-� s.«_ ,'`=; °oa"A»o.�zo.s::o1 x_srNr 'Moen,:=°t::a za `a 1 • s-�`ji,`-`;% a f/ TRAC,zt r °°6 (`L Hot v °f Let .vBl«k 1, le a Dave 2na A­­. REMSIONS °"'wi° '' " w r«araw a v r O'maER: _'� LEI--- - w a.lY wr. e6uoE w.wAACE _�uuL m - r _X esN :,F w cvr"e,w .wepin coven nseote,iying eoatnwly,ecu eel„H �f - - / t=-s� yy ®`ER'.»»Amxx»L», .wtwlY antl n Hw®mHY of,he rallyw 9 tl D.N. I-A legnwv loom x Est-T �5 1Nt�i� �� -AIUN, wk�r�p�Inww 5 ...,f 4iwi - eieq_e eon_ aL -- ---Ie- HaiAss»»xl';-=so-�1»rec«»a Lo,a RD nest..e .eu Nea1w e.mwn w wwn _ e - '.vxv ..'T6T "tlf'1>155a)�•D 14N 30.4171« o the norm Mepo9innln9LU file an I o ° vtn w ° 1 t poMir oti m Netlo bs i E­1­7 tl ;then 4 South 6-Jelgr"e 1B minuga -&Lffi-' i� T '1 _ v._w},p.�" •eC Bean°Eee1 100.33 INK:Iben v y I 111-al F.Lxi. _ Q.fi• iR _ - _'J�.n7.i, rR HI - , ` ^ { lOi=!)L31 t5 g fnt�of° �9wtb cumnna w1.of e9 Nm , .., •a ,} I ,p _ �,r -- ' �' --- -- S i �- 2 �o.23 m &w 1.kw1.°o'iwam�hp`z a.9r». yes, / -+ -�; 4'io' {�-- �'µ'k"".eaai"/.; .�. \` y= .',"v::.°se «am.v`.1° w1a tna. ma `� _ ,1 _',rdr c",°E° I - 1�`e 1 T °� «r eea va T 1 TI W z( wxx...I / .,•_,e.z A►";' , k E t w in TO BE PLATTED AS: oe 1 .) / A ^ , \ 'e.,l�tx X �In eTM B«k 1,FRANCE AVENUE BUSINESS PARK h 1 3_r.x. .1�1I d ty' :F �ownoN w wn co»mr.u nwom. a.by es°ro�oor.d 1—;n�"a�nea m OWNER.-Al KEUOCC ' i Ri i w.a ,• �+ ,AP ',, ^y sr ' ' ` \ �.? Pr.. �Ye..' n ofeln�s°mi and uS:1d.:io»n fir tb.lo. 1 SUBDIVISION SUMMARY: 1 "'II Oa r fi i \ ,p•l\`• Io i kp e'en. S •�Cy `1 ;`\\1 bON / /m ,n.Ioial n»mew a lam,..Rya m,.Tn.mta 1 \\ \ - L - mw ro 321.466 q feet. LOT , - �D x�»xw««, \ I --1, d,.. ,, / O-MER.STEVA D-�rnOOEN�1 14v L! mll'1�1yp �\I Pt1j('EL 1 P' . I1 �. I 6��1,r,.) I) y xx. °1 u,'a�i...+°" . 1 1 1 �'' PROPOSEDAREA: m __- `E I• a 111E A ' I _'p I�� BUSINESS t,TMocA 1,FRANCE AVENUE Minnesota Ry,No.236717 LEGEND L O" :: III ,=!• +d' �• �. ,dP + g �`e. A J ,n1'� b=89'05'28' PARK DDmoN.a»a.Szt,.66 ° � )I ( y i �HUI&II�IQ$ON S E K �T TEA + 4 e� =155.49 wore feet-]a9 ora> Dora: N 9rouna z 1\ ---eF° ,/p��� �. ��_y`� 1 _ a 11)/ R=1 oo.00 - SwiterY Sever DWNFR:NARK l BURKHeIX�D�ER'lYT�11>"y'vw 1$ I 1 ; I 5y I R\ 'm �•°�f "' ^�? °�\\��.//IF ; -- Untlar9rwntl imspbone ..r'li;::W y 11 i� '169 /' ` ___�• 9 KIPT doe __ c Ili ,�,-- _ "p,�„�/ I „�" ti � ,�Jp ♦`�A 1 1 f ; 1 ° I 1z NOTES CORRESPONDING TO EASEMENTS: PRELIMINARY PLAT Uing selpack Llne _ 1 I 1 / (AB�,J'. \ 1 F Pfw«xo sodT' •! IFY� evv°o•°a"5`eii1.Feauws u"'ww u::wwar°a'r°nu"°`..i::°""P Aul°,>. FOR C�cicneu:in O i-I`i le `t>`I ,/� k�L' •� ''sue \ v C7 oA R\•'� Asxa w,aw'°om1 uu, a 1a w Sang ®axNxxcno,c11»xirt-` I�1 °�/ �+/ �y i Ig?I:`.lY�t(�}y +,• ,0,�� rwwmrawael uan R EAST', S ' I9V I ■�y�CJ 111 ,I Y v /�i�'_ s�' Qaimlawomaaw.':i1°�°'on10°ono..•.ilnml°• � 1ur 11'»°rb wa'm�a„°nc.e u.• Te m e OWNER elm KE ' as .�..esew­IN.z w m°,m.n».P.R ao:.RP°a as .y••, .4.$.' <I': J,F"' i I ° T CT __.5.-/. IN'9�wF':riw I"oa ')1,A°..n.aol'u,m w»maluep usx»xn,s,.L reE•: m A o sloe., c. _ ___,!� '„SJ x6 n.-.,w•ova„n»"-°Pn..zl°w1.ra,,.e wo"w'".'.'�n°.'n�w"r,° 'a crat v;INe F` .- 0 _ '� .� ' -'`8 . s ` .e.w 1 REAL ESTATE RECYCLING IE wFo, gb.r ,z✓f ;I 7.1,f•`) E�...m,�arr wml.a _ e �R„ w,.1n 9�ra,e o wore Pmt cS 10- __ .N/. __ - wx ° °mpte°cao.`.'. Aww°w.u:10 5 9,am • cw fife are <�j a �,rr+'eo `®. YTtj x `F-'�' .R_-as}_ 17/, ,Y , NAE Rw�.. o..°i1s.34wow a°°il mm,L ;.ss; ss°a,ew".'N�: 1rsw.m -__ Evivtln9`Cwtour •E so .1 �-- $� Y J•1-�y� I "///' , ) ,(� Evlalin9 5«t Elevation wttw .. ry - apMl�eo•x 11 'bw� I f/ '\ y° 1 Y X' ,l, 9 '�/ \c ➢L.1.'m'.eiiem®N 1 wu Po�.'�n°� mw. tl°=a xmaz. °.m;sae sie..n�.L' Evlalin9 Spot Elewtion �,� ♦ w o...mw ° ( L o .',°Am1A »«,N p, +✓ I F Doc»o y,17w.,oss1 "�!C- o»,°'"r,s1 It 11,..w11nw1..,1N1.1:.1 a'>s�:).Rlw,or a.`1 ORE"pxscm SITE: 0acitluwe Tr a Dbmviw in InNesJ o ° K 37c cen9wwe Tr.e(Dam.mr m Ina,..) a ,do \ 'Ap I 1 � i,Rr ��1/� /'� i/ "e•I ,w i:". ®.w:,"'"'.°"°' 1w,m..ar a.cwmr a ap �e [� , ♦� ,/J� ,�,JI %v •� _z)�v usz' mr,c srow w sw.,. w «.ova..p. 4001 LAKEBREEZE A VENUE NO. v-1m5 III �. / `3r"g s'I .`': ®,.m..m..m1 A m. W._."NN."Hem I_ _ m�xe. ®rT>RORxxnw:, 0 11 If° �l 1 'm° `x,11` BX' 'v`'�Aa '"�AB G • m,ow°°:o'. M1 `s.a.,»s; BROOKLYN CENTER.MINNESOTA - es,-y•k. s, eNp r,`ds°'�' A`' qx HENNEPINCOUNTY SITE ADDRESS T - ys ° �::'�e"v�:x)v1 4001 Lakebreeze Aven a North N 25'4]'}}7• ` "o»wrl IN.,evzr.' 8.67+, t _ _ - _____•�-mL-==___ Brooklyn C,W-W.Mi.....t.55428 - • OWNER _= Real Eelale Recycling d �` ' x r� CONTACT �.e.°�` a"ss'za e u i. i�:w.^w ln'°NK ivy a°'ei'. wa'ae i0o.�ae�w. ,0•��� o.a%wee`.u11w Paul Hyde(612)904-1513,EKI.10 HARRY S.JOHNSON CO.,INC. 90 S..th 7th so-«t.S.R.4500 �, ��y T aw?a •• " 1, .�°'. ��z�����_ __, ;�.�,.�.;,f°�y(-X F�i�/E m ®Sr}eey w rw oven w1w1r wwwtr w•(ow1.m'Y �I 1^a. °�P n w°&a:1.w'a::' °w, �,w�a°..°1 m,mwa�..a w 1tl,..nrmm w w LAND SURVEYORS Mi....pelie.Minelo 55402 TATEMENT OF ENCROACHMENTS: 21r d Hr u"rhil�z000 o.0 9063 LYntl.le Avenue S,Uth iy`��'b c acne y, Bloomington,MN.554.91 SURVEYOR � : ,. °'/// 7' d ®m,MY± lwwww w1.u.°°nay.ova moor.w••w1. �°w'cmi."°"wi°: u:Av.w�' n>m1 M...w nw.wm.,o'r'ui�r y r°,a T.Ie.852-0645341 FBI 952-0645340 6l' p,a.Na.°M maiw onm za"g... Harty S.JOhneen Co.,Inc. , Asy 0 ' wry ,e �.eanNn m awnm.aro uw...mr o1 ww°1v».. ,..,m 7a r . .wwl z)RVwRExuap,r' xmxo v�o»'a CONTACT iw"ioLi.e1an1 1. .`.1•vw .wn Tom Hodorff(952)864-5341 zam"er'"n w.. 9063 LyI&16 Avenue South. pr .w= 1 xa n15ie7`x n w u,o1 w cower a'.mA.I.I. 630 Bloomington,Minne.otD 55420 so 25 o so Rao 'uo ,µ.�,,° NKwWA.F»TeA»=x"^»° 4e, a;f,wi °"m""` 1-3-6234PP ti m w.r.wuw.lu fir newwta rl0y n emm m M� bCALE M FEET fir$ r.maw w xa9 2011246.03 SCALE: 1 INCH=50 FEET w mw w=_*•'n 1"•,Aw=+11.1 1 OF 1 ...................... PON. OPUS® LAKE BREEZE AVE.N —'—) - -Lit- Opus AE Group,Inc. —PANOCAR—1 MONUMENT SIGN(10'-0"L s V-0"H) —D'ST",WRB GUT IF DDISING TREES TO REMAIN glMTREE TO BE REMOVED AS REWIRED Y COWSTFUClON CONCRETE SI uB nml�us PATHWAY z VERIFY LOCATION PROPERTY LINE? LU SEE plAi ........... > j;ETBACK DRIVE IN DOORS 21 w TO 10 5'-0"WIN GREEN PACE BUFFER FROM BACK OF CURB 0 BY OTHERS PROPOSED OFFICE WAREHOUSE 90,000 sq.ft.GROSS AREA 9 t TRUCK COURT 13 17 17 EUECN—TRANSFORMER LOCATON Ii J11M 11 It j EXISTING TREES AN LARGE O:' -POWER PORTION OF POLE RET-ING AU-TO REMAIN 13 RETEN POND 03-21-2012 CITY SITE REVIEW REFER TO NTI O CIVIL.0 LANDSCARE PUNS 15 DRIVE IN DOORS BY O FUTUK TNERS 10*-0'WOE BITUMINOUS TRAIL 10 `417— LARGE ;r4l'117 L O,,R POLL 03-21-2012 N L%MAS SITE PLAN G.HAWKINS C.HAWKINS/J.MAGNUSON —m".--.w Of VW 0"cmpmi<A en.0 SITE DATA NOTE — e ZONING: C-2,RHONE SITE TO-1 LOCATW OF ROOFTOP MECHANICAL EQUIPMENT TO BE DETERMINED AS TENANT SPACES ME LEASED. •E—MNW CONSTRUCTION TYPE 1-8 t.reel ea-sail—dft—11 i.U. TRASH COLLECTION TO BE INSIDE OF BUILDING. NO —'­ioity of-—to YFify.11 97RIOR MASH ENCLOSURE WILL K PROMM. layouts,--w- OCCUPANCY CLASS: OFFICE St WMEHOUSE 0% NO TRANSIT STOPS,—NE—,OR PUBUC PLAZAS i.f b— SITE AREA: T.B.D. AR PLANNED d--—y ,t b, ­i.B.ith-PH., (HERE MUL BE NO STRUCTURE ENCROACNMENTS(INCLUDING d'I,. BUILDING AREA. W.000 S.F. AR ,BALCONIES,NOR SWINGS,ETCj IN NE RIGHT O all OF WAY PARKING REQUIREMENTS: ,OFFICE (R.SDO SF) 7 /290.F. 23 1 THERE WILL BE NO SITE WAUCS,SCREENS,OR FENCES OWNED MO DEVELOPED M 'Of "D E AREA I=(MNO S.F.) -MOl I 7�/EGC S.F.N UNSS Or 20.ODD S.F. 117 BUILDING LIGHT FUOVRES�SEE ELEVATTMI AND SITE LIGHTING PLAN Rml Blire Ii; PARKING PROVIDED S7ANpMm FAO(9'-0*X fir-o'): 254 CIRE EXCHANGE 26083,LLC NAM)CM ACCESSIBLE 7 - 5 I WIN •6 PROOF OF PMDaNG: 0 TOTAL Mmm 2w FRANCE AVENUE BUILDING SETBACK REQUIREMENTS: BUSINESS MINIMUM FRONT YARD SOBA[X sd CENTER 4 UNDSCAPE Y-ABUTTING RESIDENCE IASRxr 50' BROOKLYN CENTER MIN YNMUA SIDE TARO. 10' I MINIMUM SIDE OMER YARD: 25. SITE PLAN MININU.REAR lm: 25, PARKING SETBACK REQUIREMENTS: JNDSCAPECI YARD ADLICEffl TO MIRJG STREET:7'W.9'MIN,IF OVER LOD M.7 'S' IANMCAPED YARD AOWCRW TO PkIBUC SWEET ACROSS PON RESIDENTM. 3 rBR ty"f K LYN TER Planning Commission Report Application Filed on 05/31/12 Meeting Date: June 28,2012 City Council action should be taken by 07/30/12 (60 Days) Application No. 2012-013 Applicant: Loren Van Der Slik- Gatlin Development Company Location: 1560 Shingle Creek Crossing Request: Site & Builidng Plan—Building H INTRODUCTION Gatlin Development Company is requesting review and consideration of a Site and Building Plan approval for the new building labeled "H" as part of the approved Shingle Creek Crossing Planned Unit Development (PUD). This is one of fifteen new buildings proposed to be built within this PUD site. 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. Written notices have been mailed to property owners within 350-feet of the site. BACKGROUND On May 23, 2011 the City Council approved the original Shingle Creek Crossing PUD for the redevelopment of the former Brookdale Mall properties, with the exception of the Sears and Holiday station. The Shingle Creek Crossing PUD site was originally zoned as a PUD/C-2 (Planned Unit Development/Commerce) district. This zoning remains in place and is not subject to any changes or modifications at this time. At the August 25, 2011 meeting, a new PUD Amendment was reviewed and recommended for approval by the Planning Commission, which was accepted and approved by the City Council on September 12, 2011. Approvals related to this PUD amendment included a requirement that the former food court building would be separated from the Sears building, along with the removal one future building pad site and the addition of an additional restaurant pad site, and other slight modifications. The Shingle Creek Crossing PUD Master (Development) Plan was approved with a plan to build a new 182,000 sf. Wal-Mart retail store, the keeping and remodeling of the old Brookdale Mall food court building, and fifteen new building pad sites, some of which were intended to be for typical retail uses (as either single users or multi-tenant spaces); restaurant pad sites or service uses. Gatlin Development is now completing the work on the new Wal-Mart store and other site/utility improvements, and is now focused on installing the three new spec multi-tenant retail building sites. PC 06/28/12 Page 1 of 5 ❖ SITE & BUILDING IMPROVEMENTS Building H is located on Lot 9, Block 1 of the new Shingle Creek Crossing Addition. The lot size is 1.10 acres. The proposed building is scheduled to be built as an 11,200 sf. building, which is the same size comprehended under the 2011 PUD (see exhibits below). i ` >Ts', Y XISATE P wATE LIFTJ� STAFIpN ,7a Jx V 64 �SF•4 �. t X Syr C` Z D 1# CK K U Q `i m*. Q —' A _ _ AISED .a-t C OSSWALK E .) p -"IMM00 00 00'v COUNTY ROAD W7TO PROPOSED PYLON S GN PROPOSED MONUMENT- ' SIGN n n^^ r7_ a OPOSED MONL:.7dENT ;N 4 e.nsyr �,' � ► ��� ECT TIONA TtVG APPROVED PUD—SEPTEMBER 2011 PC 06/28/12 Page 2 of 5 The new building is planned to be segmented into 8 separate tenant spaces, each approximately 1,400 sf. in gross floor area. Gatlin may choose to combine retail spaces depending on the wishes of the future tenants in this building. 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. As noted on the enclosed architectural plans, this Building K is slated to receive a nice mix of stone veneers, EIFS, concrete brick veneers, integrally colored rock face block, spandrel glass and other materials. This particular building will also have four, colorful awnings as part of the front fagade. Most of these architectural materials are consistent with the previously approved Architectural Standards (including materials) the City called for under the original PUD Agreement. Building H site is set to have 51 parking spaces provided on this lot, which is calculated as 4.55 spaces per 1,000 sq. ft. of gross floor area. Under the current Zoning Code, typical retail stores or uses require "Eleven spaces for the first 2,000 square feet of gross floor area or fraction thereof 5.5 maces for each additional 1 000 ware feet of Goss floor area exceeding 2.000 square feet." This ratio and reduction of parking is consistent with the approved PUD. ❖ GRADING/DRAINAGEXTILITIES The finished grades and drainage grades for this this site and adjacent building sites are intended to be constructed under a future 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 for 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 (oaks, maples, hackberry, elms or honey locust) around the parking islands of this building site. A few evergreens (spruce, red pines or junipers) are planned for areas on the west side, north (rear) side of the building, and few inside the parking lot. The plan is completed with a small number of ornamental deciduous trees (birches, lilacs, or crabapples). All trees and landscaped areas will be irrigated. ❖ LIGHTING/TRASH The building site plans for H calls for two, 39-ft. high dual headed light standards, with one located in the large parking island in front of the building, and the other at the "flag-end" of the PC 06/28/12 Page 3 of 5 lot. 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 building site plan for H calls for a new outdoor trash enclosure. The SCC Master Plan did not illustrate or indicate the placement of any trash enclosure areas within this PUD site. Staff assumed that most of these building sites may attempt or had planned to have all trash inside said buildings. It is not uncommon to see (or allow) this typical trash enclosures in retail/service uses such as this PUD site. The plans provide a "typical trash enclosure" detail, which indicates the outer walls constructed of pre-colored rock faced block materials similar to the main buildings, with composite wood gates. These enclosures will be required to be well maintained and gates closed at all times (except during unloading times). CITY ENGINEER REVIEW The City Engineer has provided a review and comments regarding this application in his June 20, 2012 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. 2012-13, which comprehends the approval of Planning Application No. 2012-013, a Site and Building Plan for the proposed Building H, which is part of the approved 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 June 20, 2012. 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. The building and tenant spaces are to be equipped with an automatic fire extinguishing systems to meet NFPA standards and connected to a central monitoring device in accordance with Chapter 5 of the city ordinances. 4. The location or placement of any fire hydrants and other fire related building code items shall be reviewed and approved by the Fire Chief. 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. PC 06/28/12 Page 4 of 5 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. B6-12 curb and gutter shall be provided around all parking and driving areas. 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 work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 12. 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. 13. 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. 14. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. Attachments • Planning Commission Resolution No. 2012-13 • City Engineer's Review Memo—dated 06/20/2012 • 2011 Shingle Creek Crossing PUD Master Plan(August 2011) • Phase 2—Site Improvement Plans for Shingle Creek Crossing(06/14/2012) • Interior/Architectural Plan—Sheet A4 PC 06/28/12 Page 5 of 5 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2012-13 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2012-013 SUBMITTED BY LOREN VAN DER SLIK (GATLIN DEVELOPMENT COMPANY) APPROVING NEW SITE AND BUILDING PLAN FOR PROPOSED BUILDING H (LOCATED ON LOT 9, BLOCK 1, SHINGLE CREEK CROSSING ADDITION— 1560 SHINGLE CREEK CROSSING) WHEREAS, Planning Commission Application No. 2012-013 submitted by Loren Van Der Slik (for Gatlin Development Company) requesting approval of a new Site and Building Plan for proposed Building H, located on Lot 9, Block 1, Shingle Creek Crossing Addition, and addressed as 1560 Shingle Creek Crossing, which approval is in conjunction with the ongoing improvements constructed under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on June 28, 2012, to fully consider Planning Commission Application No. 2012-013, and reviewed and received a planning report on the proposed new Site and Building Plans for proposed Building H and other related improvements in conjunction with the Shingle Creek Crossing Planned Unit Development Project; 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. 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 the proposed Building H, as comprehended under Planning Application No. 2012-013, be approved based upon the following considerations: 1. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; 2. 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; 3. The improvements and utilization of the property as proposed under the PC RESOLUTION NO. 2012-13 planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; 4. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; 5. 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 6. 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 to recommend to the City Council that Planning Application No. 2012-013 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 June 20, 2012. 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. The building and tenant spaces are to be equipped with an automatic fire extinguishing systems to meet NFPA standards and connected to a central monitoring device in accordance with Chapter 5 of the city ordinances. 4. The location or placement of any fire hydrants and other fire related building code items shall be reviewed and approved by the Fire Chief. 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. 2 of 4 PC RESOLUTION NO. 2012-13 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. B6-12 curb and gutter shall be provided around all parking and driving areas. 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 work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 12. 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. 13. 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. 14. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. June 28, 2012 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: 3 of 4 PC RESOLUTION NO. 2012-13 Chair , Commissioners and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 4 of4 MEMORANDUM DATE: June 20, 2012 TO: Tim Benetti, Planning and Zoning specialist FROM: Bruce Johnson, Engineering Technician Supervisor SUBJECT: Shingle Creek Crossing—Building Pad H site plan review Public Works Department staff reviewed the Preliminary Site Plan documents dated June 14, 2012, and provides the following recommendations, comments and conditions: 1. The following comments below are contingent upon a final site plan and land alteration/ building permit submittal and approval for Phase 2 of the Shingle Creek Crossing development. 2. Parking lot and utility improvements adjacent to Site H that includes Sites J, C and K must be constructed as part of the Lot H building construction. 3. 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. 4. 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 for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project. 5. Inspection for the site improvements must be performed by the design/project engineer. Upon project completion and in connection with the certified as-builts,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. 6. A subdivision agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 7. No portion of the building or appurtenant structures may encroach on the City drainage and utility easement. 8. Show phasing plan to build pedestrian connectivity for pad"H" and"K". 9. All new curb and gutter must be concrete B6-12 curb and gutter. 10. Provide details for constructing the proposed sidewalk over the existing lift station. 11. The existing City lighting, streetscape elements,trail and trees along Bass Lake Road must be protected. 12. The civil plans must be certified by a licensed engineer in the state of Minnesota. 13. This development is required to be reviewed by the Shingle Creek Watershed Management Commission. All City and Watershed storm drainage,treatment and infiltration standards are required to be met. Shingle Creek Crossing Building Pad H Building Permit Review Page 2 of 2 June 20, 2012 Prior to Issuance of Land Alteration and Building Permits: 14. Submit a recorded copy of the restrictive covenants(subdivision agreement). 15. Submit final site plans and specifications for review and approval by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan. 16. Submit a letter of credit or cash escrow for the land disturbance portion of the project in the amount of 100%of the estimated cost or in the amount determined by City staff to comply with the land alteration permit, site improvements and to restore the site. The developer may submit one itemized letter of credit, if approved by City staff. The City will not release or reduce the letter of credit or cash escrow until work has been completed according to the final site plans approved by the City. 17. 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. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. 18. Submit a$5,000 separate cash escrow for the construction management plan elements as part of the non-compliance provision. This escrow must be accompanied by the agreement and signed by the developer and property owner.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. 19. If compliance is not achieved,the City will use any or all of the escrow dollars to correct any deficiency and/or issue. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The building 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 phase 2 site plan and Land Alteration/Building permit may require additional modifications based on engineering requirements associated with final design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. Cigvd BROOK/.FN CENTER Planning Commission Report Application Filed on 05/31/12 Meeting Date: June 28,2012 City Council action should be taken by 07/30/12 (60 Days) Application No. 2012-014 Applicant: Loren Van Der Slik- Gatlin Development Company Location: 1600 Shingle Creek Crossing Request: Site&Builidng Plan—Building K INTRODUCTION Gatlin Development Company is requesting review and consideration of a Site and Building Plan approval for the new building labeled "K" as part of the approved Shingle Creek Crossing Planned Unit Development (PUD). This is one of fifteen new buildings proposed to be built within this PUD site. 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. Written notices have been mailed to property owners within 350-feet of the site. BACKGROUND On May 23, 2011 the City Council approved the original Shingle Creek Crossing PUD for the redevelopment of the former Brookdale Mall properties; with the exception of the Sears and Holiday station. The Shingle Creek Crossing PUD site was originally zoned as a PUD/C-2 (Planned Unit Development/Commerce) district. This zoning remains in place and is not subject to any changes or modifications at this time. At the August 25, 2011 meeting, a new PUD Amendment was reviewed and recommended for approval by the Planning Commission, which was accepted and approved by the City Council on September 12, 2011. Approvals related to this PUD amendment included a requirement that the former food court building would be separated from the Sears building, along with the removal one future building pad site and the addition of an additional restaurant pad site, and other slight modifications. The Shingle Creek Crossing PUD Master (Development) Plan was approved with a plan to build a new 182,000 sf. Wal-Mart retail store, the keeping and remodeling of the old Brookdale Mall food court building, and fifteen new building pad sites, some of which were intended to be for typical retail uses (as either single users or multi-tenant spaces); restaurant pad sites or service uses. Gatlin Development is now completing the work on the new Wal-Mart store and other site/utility improvements, and is now focused on installing the three new spec multi-tenant retail building sites. PC 06/28/12 Page 1 of 5 ❖ SITE & BUILDING IMPROVEMENTS Building K is located on Lot 10, Block 1 of the new Shingle Creek Crossing Addition. The lot size is 1.19 acres. The proposed building is scheduled to be built as a 9,500 sf. building (see site plan illustration below). The approved 2011 PUD plan called for an 11,410 sf. building. c7 D 'v \ Ix 2t' \ ` TYP, 'I `r \ � r _ u 20 D \ A g y AISEO ,.' j'' 3eORAINAOE } C OSSW L q E (� uTILITY FIsSEidF B —0ci 0010 0000 poll COUNTY ROAD N(V_�.. PROPOSED PYLON SIGN PROPOSED MONUMENT SIGN ^^ �POSEDLIJNUMENT '0- "r tt,toor I kT 4aoow *'S 9 f to DIRECTIONAL SIGN '�(%� � '��,. ,fit 00 a'0 EXISTNO Walmart APPROVED PUD—SEPTEMBER 2011 PC 06/28/12 Page 2 of 5 As part of the PUD Agreement between Gatlin Development Company and the City, Gatlin is allowed to decrease final building sizes without the need for any PUD amendment or special approvals. The new building is planned to be segmented into 7 separate tenant spaces, with units ranging from 1,260 sf. to 1,400 sf. of gross floor area (GFA). Gatlin may choose to combine retail spaces depending on the wishes of the future tenants in this building. 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. As noted on the enclosed architectural plans, this Building K is slated 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. Building K site is set to have 52 parking spaces provided on this lot, which is calculated as 5.47 spaces per 1,000 sq. ft. of GFA. Under the current Zoning Code, typical retail stores or uses require "Eleven Waces for the first 2 000 square feet of gross floor area or fraction thereof; 5.5 spaces for each additional 1 000 square feet of gross floor area exceeding 2 000 square feet." This ratio and reduction of parking is consistent with the approved PUD. ❖ GRADING/DRAINAGE/UTILITIES The finished grades and drainage grades for this this site and adjacent building sites are intended to be constructed under a future 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 for 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 (oaks, maples, hackberry, elms or honey locust) around the parking islands of this building site. A few evergreens (spruce, red pines or junipers) are planned for areas on the west side, north (rear) side of the building, and few inside the parking lot. The plan is completed with a small number of ornamental deciduous trees (birches, lilacs, or crabapples). All trees and landscaped areas will be irrigated. This lot is also improved with a small rain garden feature to the rear of this building. PC 06/28/12 Page 3 of 5 ❖ LIGHTING/TRASH The building site plans for K calls for one, 39-ft. high dual headed light standard in the front parking island. 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 individual plans for Bldg. K are absent of any trash enclosure areas within this site. Staff assumes that trash and refuse will be maintained inside said building. If any new enclosure is required or requested, the location and details related to this structure will have to be submitted for review to the city planning staff and must match those materials indicated in these site plans CITY ENGINEER REVIEW The City Engineer has provided a review and comments regarding this application in his June 20, 2012 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. 2012-14, which comprehends the approval of Planning Application No. 2012-014, a Site and Building Plan for the proposed Building H, which is part of the approved 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 June 20, 2012. 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. The building and tenant spaces are to be equipped with an automatic fire extinguishing systems to meet NFPA standards and connected to a central monitoring device in accordance with Chapter 5 of the city ordinances. 4. The location or placement of any fire hydrants and other fire related building code items shall be reviewed and approved by the Fire Chief. 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. PC 06/28/12 Page 4 of 5 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. B6-12 curb and gutter shall be provided around all parking and driving areas. 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 work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 12. 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. 13. 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. 14. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. Attachments • Planning Commission Resolution No.2012-14 • City Engineer's Review Memo—dated 06/20/2012 • 2011 Shingle Creek Crossing PUD Master Plan(August 2011) • Phase 2—Site Improvement Plans for Shingle Creek Crossing(06/14/2012) • Interior/Architectural Plan—Sheet A4 PC 06/28/12 Page 5 of 5 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO, 2012-14 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2012-014 SUBMITTED BY LOREN VAN DER SLIK (GATLIN DEVELOPMENT COMPANY) APPROVING NEW SITE AND BUILDING PLAN FOR PROPOSED BUILDING K (LOCATED ON LOT 10, BLOCK 1, SHINGLE CREEK CROSSING ADDITION— 1600 SHINGLE CREEK CROSSING) WHEREAS, Planning Commission Application No. 2012-014 submitted by Loren Van Der Slik (for Gatlin Development Company) requesting approval of a new Site and Building Plan for proposed Building K, located on Lot 10, Block 1, Shingle Creek Crossing Addition, and addressed as 1560 Shingle Creek Crossing, which approval is in conjunction with the ongoing improvements constructed under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on June 28, 2012, to fully consider Planning Commission Application No. 2012-014, and reviewed and received a planning report on the proposed new Site and Building Plans for proposed Building K and other related improvements in conjunction with the Shingle Creek Crossing Planned Unit Development Project; 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. 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 K, as comprehended under Planning Application No. 2012-014, be approved based upon the following considerations: 1. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; 2. 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; 3. The improvements and utilization of the property as proposed under the PC RESOLUTION NO. 2012-14 planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; 4. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; 5. 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 6. 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 to recommend to the City Council that Planning Application No. 2012-014 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 June 20, 2012. 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. The building and tenant spaces are to be equipped with an automatic fire extinguishing systems to meet NFPA standards and connected to a central monitoring device in accordance with Chapter 5 of the city ordinances. 4. The location or placement of any fire hydrants and other fire related building code items shall be reviewed and approved by the Fire Chief. 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. 2 of 4 PC RESOLUTION NO. 2012-14 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. B6-12 curb and gutter shall be provided around all parking and driving areas. 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 work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 12. 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. 13. 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. 14. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. June 28, 2012 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- 3 of 4 PC RESOLUTION NO. 2012-14 Chair, Commissioners and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 4 of 4 MEMORANDUM DATE: June 20, 2012 TO: Tim Benetti, Planning and Zoning specialist FROM: Bruce Johnson, Engineering Technician Supervisor SUBJECT: Shingle Creek Crossing—Building Pad K site plan review Public Works Department staff reviewed the Preliminary Site Plan documents dated June 14, 2012, and provides the following recommendations, comments and conditions: 1. The following comments are contingent upon a final site plan and land alteration/ building permit submittal and approval for Phase 2 of the Shingle Creek Crossing development. 2. Parking lot and utility improvements adjacent to Site K that includes Sites J, C and H must be constructed as part of the Lot K building construction. 3. 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. 4. 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 for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project. 5. Inspection for the site improvements must be performed by the design/project engineer. Upon project completion and in connection with the certified as-builts,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. 6. A subdivision agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 7. No portion of the building or appurtenant structures may encroach on the City drainage and utility easement. 8. Show phasing plan to build pedestrian connectivity for pad"H"and"K". 9. All new curb and gutter must be concrete 136-12 curb and gutter. 10. The existing City lighting, streetscape elements,trail and trees along Bass Lake Road must be protected. 11. The civil plans must be certified by a licensed engineer in the state of Minnesota. 12. This development is required to be reviewed by the Shingle Creek Watershed Management Commission. All City and Watershed storm drainage,treatment and infiltration standards are required to be met. Shingle Creek Crossing—Building Pad K site plan review Page 2 of 2 June 20, 2012 Prior to Issuance of Land Alteration and Building Permits: 13. Submit a recorded copy of the restrictive covenants(subdivision agreement). 14. Submit final site plans and specifications for review and approval by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan. 15. Submit a letter of credit or cash escrow for the land disturbance portion of the project in the amount of 100%of the estimated cost or in the amount determined by City staff to comply with the land alteration permit, site improvements and to restore the site.The developer may submit one itemized letter of credit, if approved by City staff.The City will not release or reduce the letter of credit or cash escrow until work has been completed according to the final site plans approved by the City. 16. 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. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. 17. Submit a$5,000 separate cash escrow for the construction management plan elements as part of the non-compliance provision. This escrow must be accompanied by the agreement and signed by the developer and property owner.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. 18. If compliance is not achieved, the City will use any or all of the escrow dollars to correct any deficiency and/or issue. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The building 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 phase 2 site plan and Land Alteration/Building permit may require additional modifications based on engineering requirements associated with final design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. 'j of BROOKE CENTER Planning Commission Report Application Filed on 05/31/12 Meeting Date: June 28,2012 City Council action should be taken by 07/30/12 (60 Days) I---------------- ---- Application No. 2012-015 Applicant: Loren Van Der Slik- Gatlin Development Company Location: 1150 Shingle Creek Crossing Request: Site & Builidng Plan—Building L INTRODUCTION Gatlin Development Company is requesting review and consideration of a Site and Building Plan approval for the new building labeled "L" as part of the approved Shingle Creek Crossing Planned Unit Development (PUD). This is one of fifteen new buildings proposed to be built within this PUD site. 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. Written notices have been mailed to property owners within 350-feet of the site. BACKGROUND On May 23, 2011 the City Council approved the original Shingle Creek Crossing PUD for the redevelopment of the former Brookdale Mall properties, with the exception of the Sears and Holiday station. The Shingle Creek Crossing PUD site was originally zoned as a PUD/C-2 (Planned Unit Development/Commerce) district. This zoning remains in place and is not subject to any changes or modifications at this time. At the August 25, 2011 meeting, a new PUD Amendment was reviewed and recommended for approval by the Planning Commission, which was accepted and approved by the City Council on September 12, 2011. Approvals related to this PUD amendment included a requirement that the former food court building would be separated from the Sears building, along with the removal one future building pad site and the addition of an additional restaurant pad site, and other slight modifications. The Shingle Creek Crossing PUD Master (Development) Plan was approved with a plan to build a new 182,000 sf. Wal-Mart retail store, the keeping and remodeling of the old Brookdale Mall food court building, and fifteen new building pad sites, some of which were intended to be for typical retail uses (as either single users or multi-tenant spaces); restaurant pad sites or service uses. Gatlin Development is now completing the work on the new Wal-Mart store and other site/utility improvements, and is now focused on installing the three new spec multi-tenant retail building sites. PC 05/17/12 Page 1 of 6 ❖ SITE & BUILDING IMPROVEMENTS Building L is located on Lot 14, Block 1 of the new Shingle Creek Crossing Addition. The lot size is 1.19 acres. The proposed building is shown to be built as a 12,600 sf. building. The approved 2011 PUD plans originally called for a 10,920 sf. building. --- -- -------� �� QOQ, OnJ loc COUNTY ROAD WrID y 1 TRASH ENCLOSU `B� y �....._..�._ / '� �`•— POKED PYLON SIGN PROPOSED MONUMENT SIGN I I v � �c 30'DRAINAG ••' U UMLITY EASEM m.. dam \,\ , a I �/ tom' � f'- � Y 1 •�;, BUILDING SETBACK 15 ��� +I`• •ar �I,� DuxECrawti- & - I S*N APPROVED PUD—SEPTEMBER 2011 As part of the PUD Agreement between Gatlin Development Company and the City, Gatlin is allowed to decrease final building sizes without the need for any PUD amendment or special approvals, but is not allowed to increase building sizes, except in certain cases where a 5% increase is allowed under City Zoning Code Section 35-355. Subdiv. 5.d. When this issue was brought to Gatlin's attention, they agreed to reduce the proposed building size of 12,600 sf. to the smaller proposed Building H size of 70' x 160', or 11,200 sf. The 5% increase from the 10,920 sq. ft. would equal 11,466 sq. ft.; therefore this smaller 11,200 sf. building should be acceptable. 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. As noted on the enclosed architectural plans,this Building L is slated 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. Building L site is set to have 57 parking spaces provided on this lot, which is calculated as 4.52 spaces per 1,000 sq. ft. of GFA. Under the current Zoning Code, typical retail stores or uses require "Eleven spaces for the first 2 000 square feet ofi gross floor area or fraction thereof' 5.5 PC 05/17/12 Page 2 of 6 Waces for each additional 1,000 square feet of oss floor area exceeding 2,000 square feet." This ratio and reduction of parking is consistent with the approved PUD. ❖ GRADING/DRAINAGE/UTILITIES The finished grades and drainage grades for this this site and adjacent building sites are intended to be constructed under a future 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 for 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 (oaks, maples, hackberry, elms or honey locust) around the parking islands of this building site. A few evergreens (spruce, red pines or junipers) are planned for areas on the west side, north (rear) side of the building, and few inside the parking lot. The plan is completed with a small number of ornamental deciduous trees (birches, lilacs, or crabapples). All trees and landscaped areas will be irrigated. This lot is also improved with a small rain garden feature to the rear of this building. ❖ LIGHTING/TRASH The building site plans for Bldg. L calls for one, 39-ft. high dual headed light standard in the front 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 for Bldg. L calls for a new outdoor trash enclosure. The SCC Master Plan did not illustrate or indicate the placement of any trash enclosure areas within this PUD site. Staff assumed that most of these building sites may attempt or had planned to have all trash inside said buildings. It is not uncommon to see (or allow) this typical trash enclosures in retail/service uses such as this PUD site. The plans provide a "typical trash enclosure" detail, which indicates the outer walls constructed of pre-colored rock faced block materials similar to the main buildings, with composite wood gates. These enclosures will be required to be well maintained and gates closed at all times (except during unloading times). PC 05/17/12 Page 3 of 6 TRASH ENCLOSURE �( 30' ORAINAG �• U \ UTIUTY EASEM r � r r \�y 6' BUIIDIN , + �� SETBACK y \ i r Relocate Trash 1 \ �; I enclosure 1 '!' + Staff is also requesting the trash enclosure be relocated away from the front of the new building to the end (side yard) of the new building (illustrated above), due to the expected high visibility of this front building area and main service roadway, and the need to preserve the aesthetic elements of the front fagade of this building. The relocated enclosure will be placed on the adjacent Lot 17. The projected loss of two parking spaces to accommodate this enclosure is negligible. An agreement will need to be made to allow the owner(s) of Lot 14 - Bldg. L site to have this "off-site" enclosure and provisions that provide for maintenance and upkeep of this enclosure at all times. CITY ENGINEER REVIEW The City Engineer has provided a review and comments regarding this application in his June 20, 2012 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. 2012-15, which comprehends the approval of Planning Application No. 2012-015, a Site and Building Plan for the proposed Building L, which is part of the approved Shingle Creek Crossing Planned Unit Development, subject to the following conditions: 1. The Developer/Applicant agrees to reduce the building shown on this site plan from 12,600 sq. ft. to 11,200 sq. ft. (similar to Building H). PC 05/17/12 Page 4 of 6 2. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated June 20, 2012. 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. The building and tenant spaces are to be equipped with an automatic fire extinguishing systems to meet NFPA standards and connected to a central monitoring device in accordance with Chapter 5 of the city ordinances. 5. The location or placement of any fire hydrants and other fire related building code items shall be reviewed and approved by the Fire Chief. 6. 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. 7. 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. 8. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 9. 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. 10. B6-12 curb and gutter shall be provided around all parking and driving areas. 11. The Developer shall submit an as built survey of the property, improvements and utility service lines prior to release of the performance guarantee. 12. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 13. 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. 14. 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. PC 05/17/12 Page 5 of 6 15. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. Attachments • Planning Commission Resolution No. 2012-15 • City Engineer's Review Memo—dated 06/20/2012 • 2011 Shingle Creek Crossing PUD Master Plan(August 2011) • Phase 2—Site Improvement Plans for Shingle Creek Crossing(06/14/2012) • Interior/Architectural Plan—Sheet A4 PC 05/17/12 Page 6 of 6 Commissioner introduced the following resolution and moved its adoption PLANNING COMMISSION RESOLUTION NO. 2012-15 RESOLUTION REGARDING THE RECOMMENDED DISPOSITION OF PLANNING COMMISSION APPLICATION NO. 2012-015 SUBMITTED BY LOREN VAN DER SLIK (GATLIN DEVELOPMENT COMPANY) APPROVING NEW SITE AND BUILDING PLAN FOR PROPOSED BUILDING K (LOCATED ON LOT 14, BLOCK 1, SHINGLE CREEK CROSSING ADDITION— 1150 SHINGLE CREEK CROSSING) WHEREAS, Planning Commission Application No. 2012-015 submitted by Loren Van Der Slik(for Gatlin Development Company) requesting approval of a new Site and Building Plan for proposed Building L, located on Lot 14, Block 1, Shingle Creek Crossing Addition, and addressed as 1150 Shingle Creek Crossing, which approval is in conjunction with the ongoing improvements constructed under the Shingle Creek Crossing Planned Unit Development Project; and WHEREAS, the Planning Commission held a public meeting on June 28, 2012, to fully consider Planning Commission Application No. 2012-015, and reviewed and received a planning report on the proposed new Site and Building Plans for proposed Building L and other related improvements in conjunction with the Shingle Creek Crossing Planned Unit Development Project; 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. 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 L, as comprehended under Planning Application No. 2012-015, be approved based upon the following considerations: 1. The Site and Building Plan is compatible with the standards, purposes and intent of the City's Zoning Ordinance; 2. 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; 3. The improvements and utilization of the property as proposed under the PC RESOLUTION NO. 2012-13 planned redevelopment of this site is considered a reasonable use of the property and will conform with ordinance standards; 4. The Site and Building Plan proposal is considered consistent with the recommendations of the City's Comprehensive Plan for this area of the city; 5. 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 6. 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 to recommend to the City Council that Planning Application No. 2012-015 be approved subject to the following conditions and considerations: 1. The Developer/Applicant agrees to reduce the building shown on this site plan from 12,600 sq. ft. to 11,200 sq. ft. (similar to Building H). 2. Developer/Applicant agrees to comply with all conditions or provisions noted in the City Engineer's Review memo, dated June 20, 2012. 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. The building and tenant spaces are to be equipped with an automatic fire extinguishing systems to meet NFPA standards and connected to a central monitoring device in accordance with Chapter 5 of the city ordinances. 5. The location or placement of any fire hydrants and other fire related building code items shall be reviewed and approved by the Fire Chief. 6. 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. 7. 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. 2 of 4 PC RESOLUTION NO. 2012-13 8. An underground irrigation system shall be installed in all landscaped areas to facilitate site maintenance. 9. 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. 10. B6-12 curb and gutter shall be provided around all parking and driving areas. 11. The Developer shall submit an as built survey of the property, improvements and utility service lines prior to release of the performance guarantee. 12. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 13. 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. 14. 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. 15. All other provisions, standards and variations provided under the 2011 Shingle Creek Crossing PUD shall remain in effect. June 28,2012 Date Chair ATTEST: Secretary 3 of 4 PC RESOLUTION NO. 2012-13 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 the following voted against the same: whereupon said resolution was declared duly passed and adopted. 4 of 4 MEMORANDUM DATE: June 20, 2012 TO: Tim Benetti, Planning and Zoning specialist FROM: Bruce Johnson, Engineering Technician Supervisor SUBJECT: Shingle Creek Crossing—Building Pad L site plan review Public Works Department staff reviewed the Preliminary Site Plan documents dated June 14, 2012, and provides the following recommendations, comments and conditions: 1. The following comments are contingent upon a final site plan and land alteration/ building permit submittal and approval for Phase 2 of the Shingle Creek Crossing development. 2. Parking lot and utility improvements adjacent to Site L that includes Sites M, O, Q and N/S must be constructed as part of the Lot L building construction. 3. 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. 4. 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 for any associated private and/or public improvements prior to issuance of the certificate of occupancy. The survey must also verify that all property corners have been established and are in place at the completion of the project. 5. Inspection for the site improvements must be performed by the design/project engineer. Upon project completion and in connection with the certified as-builts, 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. 6. A subdivision agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 7. No portion of the building or appurtenant structures may encroach on the City drainage and utility easement. 8. All new curb and gutter must be concrete B6-12 curb and gutter. 9. Show dimension from nearest building corner to the sanitary sewer easement. 10. Show clearance between box culvert and proposed sanitary force main. 11. Revise main southerly access route between Sites L and N/S to the previously approved alignment. 12. It is recommended to add a buffer between the back side of building L and the main access sidewalk. 13. Construct pedestrian connection at the northwest corner of building Site N/S 14. The civil plans must be certified by a licensed engineer in the state of Minnesota. Shingle Creek Crossing—Building Pad L site plan review Page 2 of 2 June 20, 2012 15. This development is required to be reviewed by the Shingle Creek Watershed Management Commission. All City and Watershed storm drainage,treatment and infiltration standards are required to be met. Prior to Issuance of Land Alteration and Building Permits: 16. Submit a recorded copy of the restrictive covenants(subdivision agreement). 17. Submit final site plans and specifications for review and approval by the City Engineer in form and format as determined by the City. The final plan must comply with the approved preliminary plan. 18. Submit a letter of credit or cash escrow for the land disturbance portion of the project in the amount of 100%of the estimated cost or in the amount determined by City staff to comply with the land alteration permit, site improvements and to restore the site. The developer may submit one itemized letter of credit, if approved by City staff.The City will not release or reduce the letter of credit or cash escrow until work has been completed according to the final site plans approved by the City. 19. 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. The plan must be in a City approved format and must outline minimum site management practices and penalties for non-compliance. 20. Submit a$5,000 separate cash escrow for the construction management plan elements as part of the non-compliance provision. This escrow must be accompanied by the agreement and signed by the developer and property owner. 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. 21. If compliance is not achieved,the City will use any or all of the escrow dollars to correct any deficiency and/or issue. All aforementioned items, comments and recommendations are provided based on the information submitted by the applicant at the time of this review. The building 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 phase 2 site plan and Land Alteration/Building permit may require additional modifications based on engineering requirements associated with final design as established by the City Engineer and other public officials having jurisdiction over approval of the final site plans. dlk. it Ill 1440 1 10/1� r i a _ r 'e" �,t°� s° � � � � It 11110 ! � r Trs O *' ^ • "' ' �t tq wa+w tTr o Ll(�' ©�Qd d� QQ�� QQ Oocx0b OdQJ +- �Z _ - _ f _ ----- -- - CO ROAD - LINTY N� 'TO PROPOSED PYLON SIGN . . . e t a ! l PROPOSED PYLON SIGN PROPOSED MONUMENT +� c --- SI P J^�� . f — �► -- - -- �.. 'l, ! �'t _..ir f %r '�-`.– �_v � I PROPOSED MONUMENT SIGN �� �� � - � a5.00pat a'S' � � ' •?Dpst - � -i � � �-.. -'j"T u i�'� --,. ��� r.:�XiSTING r��� � ! 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'a W81t718Ct:! ,', !� 1 .a,-'#!" 4 /- RETAIL STORE 05629.00 �" ! � SHOPS C•180-SGl-HO " EXISTING S GLE W ` CREEK BOX CULVERT r � �r P{R,POSED/FREEWAY M YLON SIGN FILTRATION AREA(TYPJ EXISTING _ � (NOT IN CONTRACtI :: /` SHINGLE CREEK CROSSING OUTLOTA1 BROOKLYN CENTER, MN i W , xPROPOSED PYON SIGN 1, s\\ , a MASTER PLAN 10, ' August 2011 PROPOSED FREEWAY PYLON SI'G]N��� tG`VV 0 60 120 240 FT SIP kA" pprl F1 `Z` t Kimley-Horn GATLIN DEVELOPMENT COMPANY and Associates, Inc. •!a"Cro fv 4v NOTE: 101 South Main Street Dickson,Tennessee 37055 IMPROVEMENTS TO SEARS PARCEL IS NOT PART OFTHIS PUD AND + t + t\ •' Tel:615446-7104 * ARE SUBJECTTO CITY APPROVAL Far:615446-7105 Drawing name: K:\TWC-LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\Phose 2\E)a-ilBITS\SITE PLAN RE\AEW.dwg 11 Jun 14, 2012 2:56pm by brion-urdemon RA.-.1 d th..d.—I-h— ­pt.t.-ly A--t­In..—11 1;-Ifty I.li—y Wg­, In.­—M, ­g-w--d int—d Nly p.r 6 .L-L- X/ e. 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L� 1�'11 DEVELOPMENT PLANS -DRANK BY 2009 KIM—NORN AND ASS-AMS, L,�13 C'm� BROOKLYN CENTER, IVIN 0, 25M UNIWRS[�AWN E NEST.SUIT 2JAN Si.PAUL MN 2 PHONE 651-645-4197 FAX:651_6_5116 m ep , SITE PLAN REVIEW CHECKED BY DATE' —NINBEI-14.11— No REVISIONS DATE BY HENNEPIN MINNESOTA Drawing name: K:\rVC-LDEV\GATLIN DEVELOPMENT\BROOKDALE CENTER\CADD\Phase 2\EXHIBITS\02- PHASING LAYOUT.dwg 02 Jun 14, 2012 2:5Bp�mtl by brio wurodum on tnwt �t 55 �.enpll a KI n TM1Ia document,lope her NlM1 the concept P¢p Eeaipne PrcaenteC M1ercN.Pa an Nalrvmmt of-1.-la In1enEM-y 1s Ne e,e Hk purp a and dlent for-.h it—Prepor...Neuae o1 Pntl Mn reliance o Nlia U ent v written a M1al—a anC aEPPtatlon by K—Y-Horn onE A act-In ,vAtM1aut 11bblitY to Y-Hwn P E Aamclat�.In No t Y p XERXE _ _- \ } - t Imo.k d- - -.•=— n ! Zia Y JJ m y J > �SgVF e 74*\ v _ CJ \v �" �D , _ — r; ou NA cDn k� 1Y � i ` `t !I f f(' + /.."- \ ��� 000 `` v,., f l;'. 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O Z '�D MNNESOTA REGIIMA110N NUM RDR: N a=om BROOKLYN CENTER, MN DEVELOPMENT PLANS DRAM BY nsouNsrvnnr.N SUM aas�>AUG'MN55114 a° N PHASING EXHIBIT CHECKED BY -0HE:651- S-awFAN:651-a5-5118 a f HENNEPIN MINNESOTA DATE: wwx.wMlFY-Hoe C. No. REVISIONS DATE 8 Y . r - ENGINEERING ENVIRONMENTAL STEVE ULLENAUG MINNESOTA POLLUTION CONTROL AGENCY ALERT TO CONTRACTOR: QTY OF BROOKLYN CENTER SANITARY SEWER EXTENSIONS,REM,METRO E ENGINEERING DEPARTMENT CORY MATHISEN 1, THE SITEVIORKFORTHIS PROJECT SHALLMEETOREXCEEDiHE'SITE 6301 SHINGLE CREEK PARKWAY POLLUTION CONTROL/NPDES SPECIFICSPECINCATMS.- E BROOKLYN CENTER,MN 55430 TEDDI SCORING 7. ALL NECESSARY INSPECTIONS MOOR CERTIFICATIONS REOMRED BY (763)569-3340 520 LAFAYETTE ROAD CODES MOOR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR /� ///•/�/■ ST.PAUL MN 55155 TO CONTRACT COAPLETON AND THE FINAL CONNECTOI OF BERVILES. PHASE E s (851)29]-12]4 STORMWATER PLANNING AND ZONING DIANE SPECTOR GARY TEL SHINGLE CREEK WATERSHED MANAGEMENT PLANNING AND ZONING COMMISSION Z COMMSSNE/WEEMCK ASSOCIATES,INC QTY OF BROOKLYN BROOKLYN ENTER CENTER Qn HALL THE PRESENCE OF GROUNDWATER SHOULD BE SITE IMPROVEMENT PLANS ° °- 1600 p1pNEER QEpN CENTER, 6301 SHINGLE CREEK PARKWAY ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL Sheet Index 5 PO BOX 249 MAPLE PLAIN,MN 55359 (763)5 0 CENTER,MN 55/30 INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. (763)479-4260 (763)Ssa-9141 REFERENCE THE CONSTRUCTION CONTINGENCY PLAN BY 6010 COVER SHEET FIRE PREVENTION HEALTH DEPT. BRAUN INTERTEC DATED 05/27/2011 FOR GROUNDWATER OVERALL EROSION AND SEDIMENTATION FlRE CHIEF LEE GATLIN BRIAN MOM A DEWATERING REQUIREMENTS. 6020 BROOKLYN CENTER FIRE CHIEF MINNESOTA DEPARTMENT OF HEALTH FOR CONTROL PLAN PHASE 1 6645 HUM BOLT AVENUE NORTH ENVIRONMENTAL HEALTH ONSION BROOKLYN CENTER,MN 554M 625 NORTH ROBERT STREET OVERALL EROSION AND SEDIMENTATION (763)549-3600 P.O.BOX 649]5 ALL CONTRACTORS MUST CONTACT 6021 Z FAX:(763)561-0717 ST.PAUL MN 55164 CONTROL PLAN PHASE 2 (651)101-4700 GOPHER STATE CALL ONE EROSION AND SEDIMENTATION BUILDING DIVISION HENNEPIN COUNTY MNTOLL FREE AS51252-1108 SHINGLE CREEK CROSSING 6022 i ia ROBERT ARMOR ROBERT BYERS BEFORE CONSTRUCTION BEGINS CONTROL DETAILS �^ ° INTERIM BUILDING OFFICIAL SENIOR TRANSPORTATION ENGINEER TWIN CITY AREA851d54-0002 6030 OVERALL DEMOLITION PLAN BUILDING Q COMMUNITY STANDARDS HENNEPIN COUNTY PUBUC WORKS E 6301 SHINGLE CREEK PARKWAY 1600 PRAIRIE DRIVE 6040 OVERALL SITE PLAN 'S BROOKLYN CENTER,MN 55430 MEDINA,MN 55340 �. (763)969-3330 (612)596-0359 tl FAX:(763,561-0]17 FAX:(763)4]6-4000 LOCATED AT 6041 SITE PLAN �aL' x $il 6042 SITE PLAN � �isl 5 6043 SITE PLAN " o XERXES AVENUE NORTH AND COUNTY ROAD 10 6050 OVERALL GRADING AND DRAINAGE PLAN PROJECT TEAM BROOKLYN CENTER, MINNESOTA 6051 GRADING AND DRAINAGE PLAN ❑ 6052 GRADING AND DRAINAGE PLAN 6053 GRADING AND DRAINAGE PLAN °m AIN EOWNER/DEVELOPER ARCHITECT CIVIL ENGINEER SECTION 2, TOWNSHIP 118N, RANGE 21 W M 8 LOREN K.VAN DER SLIK KATHY ANDERSON,AIA WILLIAM D.MATZEK,P.E. �j 6060 OVERALL UTILITY PLAN ° 6 GATLIN DEVELOPMENT COMPANY ARCHITECTURAL CONSORTIUM KIMLEV-HORN AND ASSOCIATES,INC. PARCEL I D# 03-118-21-41-0024, 02-118-21-32-0009, 02-118-21-32-0010 6061 UTILITY PLAN W 3 .F 888 LAS OLAS BLVD.ST 600 901 NORTH THIRD STREET,SUITE 220 2550 UNIVERSITY AVENUE WEST,SUITE 238N G b a FORT LAUDERDALE,FL 33301 MINNEAPOLIS,MINNESOTA 55401 SAINT PAUL,MINNESOTA 55114 6062 UTILITY PLAN 81=JJ wo (954)302-5900 (612)4364030 (651)6454197 02-118-21-31-0056, 02-118-21-31-0055, 02-118-21-32-0014 i FAX(954)302-5901 FAX FAX(651)645-5116 6063 UTILITY PLAN a °g A LOCAL CONTACT:RICH KAUFFMAN 02-118-21-23-0023, 02-118-21-32-0017, 03-118-21-14-0021 E CELL(612)91fi�13 JACKOLVN COOK-HAXBY,AIR, LANDSCAPE ARCHITECT 6080 OVERALL PHOTOMETRICS PLAN E SAIC ENERGY,ENVIRONMENT,6 TODD HALUNEN,RLA 03-118-21-14-0032, 02-118-21-32-0011, 02-118-21-31-0049 €°`' ° 6081 PHOTOMETRICS PLAN INFRASTRUCTURE,LLC KIMLEV-HORN AND ASSOCIATES,INC. 1 � ¢� E a Fa€z o SO EAST PLATO BLVD..SUITE 7 2550 UNIVERSITY AVENUE WEST,SUITE 238N 6082 PHOTOMETRICS PLAN -_ SAINT PAUL,MINNESOTA 55107 SAINT PAUL,MINNESOTA 55114 (651)209-2873 (651)645-4197 6083 PHOTOMETRICS PLAN �g z b FAX(651)778-3911 FAX(651)645-5118 g a a 15 a N r x 3 > A 6101 OVERALL LANDSCAPE PLAN(PHASE II) = m s�� GEOTECHNICAL ENGINEER ENVIRONMENTAUHAZARDOUS MATERIALS 59th AYE. 6102 LANDSCAPE PLAN Rao c 1. u STEVE MARTIN,P.E. JIM DELUCA/GREGG KRUSE Z W NQ 6103 LANDSCAPE PLAN T 45.HILLSVIEW RD. Q 3 3 -, E BRAUN INTERTEC CORPORATION BRAUN INTERTEC CORPORATION ¢ )O yW 1026 SUER LE ROAD 11001 HAMPSHIRE AVENUE SOUTH J W AY DR. 6104 LANDSCAPE PLAN PROJECT LOCATION F SAINT PAUL,MN 55110 MINNEAPOLIS,MN 55438 w 5 (952)995-2000 48-3245 AYE. , FAX(651)487-1812 FAX(952)995-2020 RANGE'PL o o N. W I 57th AV. m 0 8 BURQUES LA. O 56 xs DR. try S e 0 56th AYE. o AV E UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT ECKBERG DR. Z G ERICON- DR. z 03 E UTILITY/ GOVERNING CONTRACTOR RESPONSIBIUTY OTHERS RESPONSIBILITIES e AGENCIES CONTACTS P�' A V () �' z 55th AVE.Z N. L1J CENTERPOINT ENERGY COORDINATE CONSTRUCTION ACTIVITIES WITH GAS GAS LINE DEMOLITION WILL BE DONE BY GAS COMPANY,GAS !S] 55th > g5th I� L�J W S 700 UNDER,P.O.BOX 1165 COMPANY TO ENSURE DEMOlT10N OF GAS LINE IS COMPANY TO LOCATE AND STAKE EXISTING GAS PIPING TO j Z ,.r• N N > �� > y v t W ¢ MINNEAPOLIS,MN 55404 COMPLETED PRIOR TO MY DINNER DEMOLITION MO TO REMAIN PRIOR TO CONTRACTOR STARTING ANY DEMDIJTION. m N,O — J ¢ Q ¢ `Kr GAS CONTACT:BERNICE THOENNES ENSURE INSTALLATION OF GAS UNES ARE COMPLETE SERVICE FROM THE PONT OF CONNECTION AT THE EXISTING UNE 54th A a0 dO % 54th A >" (612)342-5123 PRIOR TO PAVING OR CURB PLACEMENT. UP TO AND INCLUDING SETTING OF METER WILL BE BY •i d W J W Z Z Q o cENTERPanr ENERGY. 53rd PL. Rn " LILAC DR. '— vWi �' w U ANY RELOGTONS OF EMSTNG WILL BE DONE BY CENTERPONT ° o OL ¢ ° OWEST/CENTURTIJNK COORDINATE CONSTRUCTION ACTIVITIES WITH MYRRELOCATION OF EXISTING UTUTIES WILL BE 53rd AVE. N. Z 53rd ¢ AV E. Jo z % = 2800 WAYLAYS BQULEVAR0 ROOM 300 TELEPHONE COMPANY TO ENSURE INSTALLATION OF DONE BY WWEST. F MINNEAPOLIS,MN 55405 UNDERGROUND ONES ME COMPLETED PRIOR TO PRIDE TO BACKFlLLING THE 1RENCH,DIVEST TO P W Z Z O CONTACT:CHRISTY ALLGOCO ASPHALT OR CURB PLACEMENT. INSPECT AND APPROVE THE INSTALLATION OF ¢ Z Z Z Z Z Z Z Z i - CABLE/ (812)301-3383 PROVIDE AND INSTALL 2-4•SCHEDULE 40 PVC CABLE. I- 0 U CONDUITS WITH PULL ROPES INCLUDING ALL WEST MLL PROVIDE MO INSTALL ALL MATERIALS 52 nd AV E. N. Z z ¢ N TELEPHONE TRENCHING AND BACKFlWNG.FROM THE RIGHT OF NEEDED TO ESTMUSH PRIMARY SERVICES FROM 'S W 52 nd AYE. Z WAY TO THE BUILDING. PONT OF CONNECTION AT THE EXISTING UNE UP J PROVIDE MD INSTALL PULL BOXES AS PER TO THE JJNCTON BOX. N TELEPHONE COMPANY REQUIREMENTS. XCEL ENERGY COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC %GEL WILL PROVIDE AND INSTALL ALL MATERIALS NEEDED TO VICINITY 8701 MONMCELLO LANE COMPANY TO ENSURE INSTALLATION OF UNDERGROUND ESTABUSH PRIMARY OVERHEAD/UNDERGROUND SERVICE m MAPLE GROVE.MN 55389 LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB FROM POINT OF CONNECTION AT THE EXISTING LINE UP TO O CONTACT:ROBERT TORRES PLACEMENT. THE TRANSFORMER. N.T.S. G d - ELECTRIC (763)493-1671 PROVIDE AND INSTALL CONDUITS WITH PULL ROPES, XCEL WILL PROVIDE AND INSTALL PRIMARY CABLE FOR ALL / •- INCLUDING TRENCHING AND BACKFIWNG. UNDERGROUND UNES UP TO THE TRANSFORMER. p° • MY RELOCATION OF EXISTING LINES OR POLES WILL BE XCEL SUCT/INSTALL TRANSFORMER PAD AS PER THE 8 XCEL SPECIFICATIONS-PROVIDE AND INSTALL ALL DONE BY XCEL ENERGY Z U SECONDARY SERVICE AND MATERIALS. RELOCATION COS1S STALL BE PND BY 1HE GENERAL Z /U `o CONTRACTOR AND REIMBURSED BY OWNER AT FACE VALUE. PREPARED BY. I� W � W E CITY OF BROOKLYN CENTER PROVIDE AND INSTALL SANITARY SEWER LINES AND REQUIRED INSPECTIONS AND APPROVALS WILL BE O U . ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PLANS AND DOME BY THE INSiEC1UR FOR THE Gn OF �_❑ Kmley-Horn d' z 6301 SHINGLE CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER AND THE ENGINEER OF RECORD. BROOKLYN CENTER,MN 554M ALL PUBUC AND PRIVATE SANITARY SEWER LINES 5 SANITARY CONTACT:STEVE ULLEHAUG SHALL BE PER CITY OF BROOKLYN CENTER aI Iu FTwvvISIPS,Inc. N O SERR (763)969-33{0 REQUIREMENTSEVER (' y • COORDINATE REQUIRED INSPECTION SERVICES MATH Y v Lu O ENGINEER OF RECORD AND CITY OF BROOKLYN CENTER 0 UTUTES DEPARTMENT.SEE UTUTY PLAN FOR F REQUIREMENTS. W CITY OF BROOKLYN CENTER PROVIDE MD INSTALL ALL WATER MAINS MD REQUIRED INSPECTIONS AND APPROVALS WILL BE J ENGINEERING DEPARTMENT ASSOCIATED APPURTENANCES PER THE PLANS MD DONE BY THE INSPECTOR FOR THE CITY a U D_ 6301 SHINGLE CREEK PARKWAY SPECIFI CATIONS. BROOKLYN CENTER AND THE ENGINEER OF RECORD. Y OJ BROOKLYN CENTER,MN 55130 ALL PUBLIC MD PRIVATE WATER MAINS SHALL BE PER W O o CONTACT:SIEVE ULLEHAUG QTY OF BROOKLYN CENTER REQUIREMENTS. Z n (783)589-3340 ALL PORTION$OF THE FlRE PROTECTON WATER J O O SYSTEM SHALL BE INSTALLED BY A LICENSED TIRE U O B WATER SPRINKLER CONTRACTOR. • ALL PORTIONS OF OTHER NON FIRE PROTECTION Z m ? Z GATLIN DEVELOPMENT COMPANY a RELATED LINES MAY BE INSTALLED BY THE - PLUMBING CONTRACTOR. W e COORDINATE REQUIRED INSPECTION SERVICES ANTI 6 ENGINEER OF RECORD AND CITY OF BROOKLYN CENTER 'MY • UTILITIES DEPARTMENT.SEE UTIUTY PLAN FOR n W p REQUIREMENTS NOTE _ £ PLEASE REFER TO THE FOLLOWING REPORTS PREPARED BY BRAUN CITY OF BROOKLYN CENTER PROVIDE M M M D INSTALL ALL STORM SEWER UNES D REQUIRED INSPECTIONS D APPROVALS WILL BE INTERTEC CORPORATION FOR GEOTECHNICAL INFORMATION: GATE ENGINEERING DEPAR TMENT ASSOCIATED APPURTENANCES PER THE PLANS AND DOME BY THE INSPECTOR FOR THE CITY OF GEOTECHNICAL EVALUATION REPORT 06 14 2012 Ii/ STORM 6301 SHINGLE CREEK PARKWAY SPECIFICATIONS. BROOKLYN CENTER,OF REWIRED)ENGINEER OF WAL-MART STORE#5625-00 DATED MAY 28,2011 Y ` SEWER BROOKLYN CENTER,MN 55430 REFER TO SPECIFICATIONS MD GRADING PLAN FOR RECORD,MD OTHER APPLICABLE AGENCIES. • PROJECT GEOTECHNICAL EVALUTAION REPORT 160633001 g CONTACT:STEVE ULLEHAUG INFORMATION ON ALLOWABLE STORM SEWER MATERIALS. SHINGLE CREEKCROSSING DATED JUNES,2011 SHEET NUMBER E (763)569-3340 E THIS MATRIX HAS BEEN PROVIDED FOR INFORMATONAL PURPOSES.THE CONTRACTOR SHALL PROVIDE MY AND ALL APPURTENANCES TRENCHING AND 6010 vBACKFILL.AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS USTED. o � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 METRO TRANSI T f1 I STATION 0 ATED C EXISTING PYLON SIGN EXISTING P RELOCL T AR OUNTY ROAD NO ----------- BASS LAKE ROAD W DEDICATION 15'ROW ------ 20•BUILDING SETBACK LE ON UNTY E 10-UTILITY EA�,�� COUNTY COUNTY RD NO 10 BASS LAKE ROAD 120 240 M EXISTING ---------- ------------ MONUMENT SIGN "A' - --�\ 0 --------- ------- ------- ------ SCALE FEET �5 10'D&U LOTS, LOT 11 BLOCK EASEMENT LOT 12 LOT 13 BLOCK 1 f2tt WIA, nH i I I BLOCK I BLOCK LOT 7, BLOCK 1 LU 1 1, T7 BLOCK 2 KOHLS C LO LOT 6, Z BLOCK) B T E Ay vae E M'BUILDING LOT 5, SETBACK BLOCK 1 9 AGE 411 MATCH LINE- SHEET,; -wwrrz--SHEET D PIL E LOT 11--w \ I LOT B LOCK I BLOC16,K 1 EXISTING W SIGN 01 ZP CK F5 LOT 1, V TRAIL BLOCK 1 DRAINAGE AND ASE 0 F E E 5 UTILITY EASEMENT N�--PRO�RTY LINE R D- 0I c WALK EXISTING MAIL PRIVATE G BOX CULVERTS ~EXISTING PYLON SIGN 4 'RE' PLANS) H I F SITE PLAN NOTES CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. z EASEM;1 0 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER,CONCRETE AND JS PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 3. CONTRACTOR SMALL REMOVE EMUNG PAVEMENT AND CONCRETE IN ACCORDANCE LL Z) WITH SPECIFICATIONS. WETLA 0 NOT < TO BE DISTURBED 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN 0 OUTLCV A ACCORDANCE WITH SPECIFICATIONS. X 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND U) EXISTIN SOEWALK DIMENSIONS.PORCH AND RAMP LOCATIONS. -j STOR U, ;I(A 10'DRAINAGE& 6. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES -j PRIOR TO CONSTRUCTION,ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS UTILITY EASEMENT DESIGNATED ON PLANS. < In ------ 45'NSP EASEMENT SYMBOL LEGEND: 13�l:l CONTRACTOR SHALL PROVIDE PIPE BOULARDS FOR PROTECTION OF ALL ABOVE 7 MOUND UTILITIES AND APPURTENANCES IN DRIVE AREAS. uj PROPOSED PYLON SIGN PROPERTY LINE B. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR PROPOSED LIGHT POLE(SEE LIGHTING z ACTUAL LOCATION OF ALL UTILITY ENTRANCES.TO)SERVICE SEWER > < LATERAM DOMESTIC AND FIRE PROTECTION WATER SERVICE,ELECTRICAL.NATURAL PLAN FOR FIXTURE LEGEND) GAS AND ITELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF PROPOSE PEDESTRIAN-LEVEL LIGHTING(SEE 0 UTILITIES N SUCH A MANNER AS TO AVOID CONFUCTS AMID ASSURE PROPER LIGHTING PLAN FOR FIXUTRE LEGEND) DEP ACHIEVED.AS WELL AS COORDINATE WITH MY UTILITY COMPANIES THS ME APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR FOR SITE DATA TABLE FAOUMES. STANDARD PARKING STALL ON LOT AREA BUILDING PARKING PROVIDED 10 BUILDING MSIONAW (�) PROPOSED PARKING SPACES(YELLOW STRIPING) 11.87—3 B. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED EXISTING WILDING LOT 3,BLOCK) TO SAME. pr 1 0 H LOT 9.BLOKX I IADACRES i1=sQmFTm FIRE HYDRANT.SEE UTILITY PLAN AND OETA-S. z 10.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO MY EXISTING 6 FOOT CHAIN LINK FENCE. Z K LOT 10.MOCK I 1.19ACRE. FT. ITEM DURING CONSTRUCTION.SUCH AS.BUT NOT LIMITED TO.DRAINAGE.UTILITIES. W L LOT 14.BLOCK 1 1.19ACRES 121M SQm PAVEMENT,STRIPING,CURB.ETC.REPAIRS SHALL BE EQUAL TO,OR BETTER THAN, f ro E.J ADA STRIPING U) Ir EXIS NG CQNOMO�5. CONTRACTOR 15 RESPONSBUE TO DOCUMENT ALL NO ui K i TOTAL I&M ACRE. imi.—a". DAMAGE AND NOMFY WALMMT CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION 0 2 START. PROPOSED CURB• 11,CONTRACTOR SHALL TOUCH-UP PAINT AS NECESSARY ON ALL LIGHT POLE BASES, `0 W FIRE HYDRANTS AND CURBS WHICH ARE CURRENTLY PANTED. COST SHALL BE FUTURE DEVELOPMENT INCLUDED IN THE BASE BID. w I'd V) 13.CONTRACTOR 70 REMOVE OR RELOCATE,MEN APPLICABLE.ALL EXISTING w z BUILDINGS FOUNDATIONS,BASEMENTS,CONNECTING IMPROVEMENTS,GRAIN PIPES. �51 t. SANITARY SEWER PIPES,POWER POLES.AND GUY"RES.WATER METERS AND Ljj < I I - WATER LINES,WELLS,SIDEWALKS.SIGN POLES,UNDERGROUND GAS,SEPTIC TANKS z AND ASPHALT,SHOWN AND NOT SHOWN,WITHIN CONSTRUCTION UNITS AND WHERE LL J L NEEDED.TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. THE PRESENCE OF GROUNDWATER SHOULD BE OL 14.CON 0 ANTICIPATED ON THIS PROJECT.CONTRACTOR'S TRACTOR SHALL FOLLOW ALL LOCAL,STATE AND FEDERAL REGULATIONS IN w 0 z BID SHALL INCLUDE CONSIDERATION FOR DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM THIS SITE. ADDRESSING THIS ISSUE.REFERENCE THE -j 0 0 CONSTRUCTION CONTINGENCY PLAN BY BRAUN 15.AL PANT USED FOR PARKING STRIPING SHALL BE PER CITY OF BROOKLYN CEN TER PAVEMENT HATCH LEGEND: (D c) INTERTEC DATED 05/27/2011 FOR SPEOFICATIONS. GROUNDWATER DEWATERING REQUIREMENTS. Z co z 16.DIMENSIONS SHOW ME TO FACE OF CURB UNLESS NOTED OTHERWISE. PROPOSED HEAVY DUTY ASPHALT CL 17.CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS z AND ADDITIONS. PROPOSED HEAVY DUTY CONCRETE V) w z El m 19 PLANS SUBMITTED FOR PERMITTING SHALL MEET THE GITYS CODES AND ALL l 0 ALL CONTRACTORS MUST CONTACT APPLICABLE BUILDING CODES IN EFFECT AT THE TIME. PROPOSED CONCRETE SIDEWALK DATE GOPHER STATE CALL ONE w 06/1 /2012 MN TOLL FREE 1-800-252-1166 PROPOSED PATIO AREA PROJECT NO. BEFORE CONSTRUCTION BEGINS & THAN CITY AREA 651-454-0002 PEDESTRIAN CURB RAMP AREA 160633001 6 SHEET NUMBER E N 6040 o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m E NORTH `�` Fh•; `���"' `D NO-! -0 SS . ' I I— .=,.EXISTING a...PYLON m sSn G=.N L GYJiCJ ° --------- 77—Tut-�\ L MONUMENT I�1 S _ r X CK Y 0 60 120 ------ •a` _ .L. z SCALE FEET /IPRTI O LIR ,'r¢• `: , /�j -1/ STATION � = SITE KEY ° 10'D k f,�•,' �*`4 ® QF\ '�11 1 N.T.S. EASEMEI)T C m MONUMENT pIGN D 36'BILDING / ` q 1 1 \\� \ ❑ �� , " yKETBACK ! / r // \ 7TA• A I E ���� " .j I iy 0 .��c:,� u pu / 4 /-'� mm,, OS ALJ( E ., �/ ��.U,ALIT T ¢� W TIU s. F E la /rte\ 11 ///� " �``:: A b ,=R ~l '/'' ,r !'•_ 1 ._ m<� o= �:+F-- /'r�..�..$�4.y.I->r-h�} a •-q ' Iwo ° a E ___ —.w' `"`±BSS• / �� .Y x�. // _ n � -.� �% — t( � MATCH LINE — S ET 6041 >3 -Z w= "s a aS� 0 E m m V V � V U 3 O � Z m WQ z a a a 6 N H SITE PLAN NOTES 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. O - 2. CONTRACTOR SHALL MATCH D CURB AND GUTTER.CONCRETE AND - PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. a 3 S. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CONCRETE IN ACCORDANCE WITH SPECIFICATIONS. Z d L 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN Q ACCORDANCE WITH SPECIFICATIONS. ^J^ N I 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND LL SIDEWALK DIMENSIONS,PORCH AND RAMP LOCATIONS. 0 6. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTIUTY COMPANIES SITE LEGEND L.I..I PRIOR TO CONSTRUCTION.ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS - DESIGNATED ON PLANS. OA 60'STANDARD PARKING SPACE DIMENSION 9.5'a IV 7. CONTRACTOR SHALL PROVIDE PIPE BOLLARDS FOR PROTECTION OF ALL ABOVE 9O MATCH EXISTING CURB AND GUTTER SYMBOL LEGEND: GROUND UTILITIES AND APPURTENANCES IN DRIVE AREAS. N c �--� PROPERTY LINE L 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ©PEDESTRIAN CROSSWALK 6'WIDE UNLESS OTHERWISE NOTED. PROPOSED LIGHT POLE(SEE LIGHTING J a ACTUAL LOCATION OF ALL UTIUTY ENTRANCES,TO INCLUDE.SANITARY SEWER ♦�♦ PLAN FOR FIXTURE LEGEND) LATERALS.DOMESTIC AND FIRE PROTECTION WATER SERVICE,ELECTRICAL,NATURAL ACCESSIBLE PARKING SPADE(TYP.)PER FEDERAL ADA STANDARDS(2010 N GAS AND TELEPHONE SERVICE, CONTRACTOR SHALL COORDINATE INSTALLATION OF ) PROPOSED PEDESTRIAN-LEVEL LIGHTING(SEE $ UTIUTIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER O AND MINNESOTA STATE BUILDING CODE(2007). —E7 LIGHTING PLAN FOR FIXUTRE LEGEND) DEPTHS ARE ACHIEVED.AS WELL AS COORDINATE WITH ANY UTILITY COMPANIES SITE DATA TABLE FOR APPROVED LOCATIONS AND SCHEDULING OF TIE-INS/CONNECTIONS TO THEIR OPAINTED DIRECTIONAL ARROW(TYP.) STANDARD PARKING 5TALL ` FACIUTES. _ Q 2 BUILDING DESIGNATICN LOT AREA BUILDING PARKING PROVIDED MTIO O STOP-PAINTED WHITE ON PAVEMENT. O PROPOSED PARKING SPACES(YELLOW STRIPING) �TY 0 / d 9. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED (D O EXISTING BUILDING LOT 3,BLOCK 11.STACRES 152,CM SO.FT. 555 SPACES 4.W TO SAME. ©STOP SIGN 30°X30•(11I-1)AND WI6-71P(TYP.) Ln Q 3 N LOTS.- 1.15ACRE5 11�00SD.FT. 51 SPACES 4.% FIRE HYDRANT.SEE UTILITY PLAN AND DETAILS Z U 10.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING H PEDESTRIAN CROSSING SIGN 30X30•(WI 1-2)(TYP.) Z K LOT ICI,BLOCKI 1.18 ACRES 5,500 SO,FT. 52 SPACES SAT 6 FOOT CHAIN LINK FENCE. ITEM DURING CONSTRUCTION.SUCH AS,BUT NOT LIMITED TO.DRAINAGE,UTILITIES, (n w ° L LOT I41 SLOCKI 1.1SACRES 12.90USO.FT. ST SPACES 4.52 PAVEMENT,STRIPING,CURB,ETC.REPAIRS SHALL BE EOUAL TO.OR BETTER THAN, OB0 STANDARD PARKING SPACE DIMENSION 9'X18'(TYR.) K >e EXISTING CONDITIONS CONTRACTOR 15 RESPONSIBLE TO DOCUMENT ALL EXISTING ADA STRIPING U) z E TOTAL 15.35AM 1%,7W$0.PT. 545 SPACES 4S5 U DAMAGE AND NOTIFY WALMART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTOR O50'STANDARD PARKING SPACE DIMENSION 9'X18'(TYP.) 0 W PROPOSED LURE N < 5 It CONTRACTOR SHALL TOUCH-UP PAINT AS NECESSARY ON ALL LIGHT POLE BASES, DO NOT ENTER SIGN. LL FIRE HYDRANTS AND CURBS WHICH PRE CURRENTLY PAINTED. COST SHALL BE ONOT USED. FUTURE DEVELOPMENT L) w N a INCLUDED IN THE BASE BID. / O i 13,CONTRACTOR TO REMOVE OR RELOCATE.WHEN APPLICABLE.ALL EXISTING ONOT USED. W U W r BUILDINGS,FOUNDATIONS.BASEMENTS,CONNECTING IMPROVEMENTS,DRAIN PIPES. v/ % SANITARY SEWER PIPES.POWER POLES,AND GUY'AIRES.WATER METERS ANO Q ° WATER LINES,WELLS,SIDEWALKS,SIGN POLES.UNDERGROUND GAS.SEPTIC TANKS O AREA STRIPED AT$YSl/4"AT 45'O 2'O.C. W L ED. 6 . .WITHIN CONSTRUCTION UNITS AND WHERE NOT US J 6. NEEDED.TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. OO AND ASPHALT SHOWN AND NOT SHOWN `l /N n ° 14.CONTRACTOR SHAL FOLLOW ALL LOCAL,STATE AND FEDERAL REGULATIONS IN OP NOT USED. LL H °c DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM THIS SITE. THE PRESENCE OF GROUNDWATER SHOULD BE L.LI 0 z p ° 15.ALL PANT USED FOR PARKING STRIPING SHALL BE PER CITY OF BROOKLYN CENTER ANTICIPATED ON THIS PROJECT.CONTRACTORS DO NOT used. PAVEMENT HATCH LEGEND: (J O0N O Z SPECIFICATIONS. BID SHALL INCLUDE CONSIDERATION FOR ®NOT USED. L.L U ADDRESSING THIS ISSUE.REFERENCE THE 16.DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. CONSTRUCTION CONTINGENCY PLAN BY BRAUN ONOT USED. Z m Z < n INTERTEC DATED 05/27/2011 FOR PROPOSED HEAVY DUTY ASPHALT W 17.CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS GROUNDWATER DEWATERING REQUIREMENTS. 0- TO NOT USED. z a M b AND ADDITIONS. PROPOSED TYPE MnDOT 8812 CURB. d PROPOSED HEAVY DUTY CONCRETE U) z W 19.PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITYS CODES AND ALL 2 I APPLICABLE BUILDING CODES IN EFFECT AT THE TIME. VO NOT USED. PROPOSED CONCRETE SIDEWALK DATE 3 / e ALL CONTRACTORS MUST CONTACT @ 10'WIDE RASED CROSSWALK. 06/14/2012 x GOPHER STATE CALL ONE O ADA CURB RAMP. PROPOSED PATIO AREA PROJECT NO. MN TOLL FREE 1-800-252-1166 PROPOSED MONUMENT SIGN.REFER TO GATLIN DEVELOPMENT PEDESTRIAN CURB RAMP AREA 160633001 £ BEFORE CONSTRUCTION BEGINS OY ARCHITECTURAL PLANS. SHEET NUMBER E E TWIN CITY AREA 651-454-0002 6042 OINTERIOR LANDSCAPE ISLAND. a N a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m SITE LEGEND 8 60'STANDARD PARKING SPACE DIMENSION 9.5'S 18'(TYPJ Q ' OB MATCH EXISTING CURB AND CUTTER NO 10 BASS LAKE ROAD 20•BUILDING SETBACK �V �o q-d� O ). EXISTING MONUMENT SIGN 10'UTILITY EASEMENT EXISTING MONUMENT I \ C PEDESTRIAN CROSSWALK 6'WIDE UNLESS OTHERWISE NOTED. 0 ..s.---..- ».-_ -....... SIGN \ E O 120 ` ACCESSIBLE PARKING SPACE(TYPC PER FEDERAL DA STANDARD ( ) ��T Q MD MINNESOTA STATE BUILDING CODE R(200]),AL �Twr^1n` 1 r .. .... _ B _ - ----- TI -- -- -----' --- -- SCALE FEET - PANTED DIRECTIONAL ARROW - a e _ _# g � �xT------------------ ---- --- ---1- -- - L-^--� r]c .•��'- FO•STOP•PAINTED WHITE ON PAVEMENT. 5 J ' t 1 1 J W ----- .: I i.1� ©STOP SIGN 30X30•(111-1)AND WIG-7P(TYP.) m SITE KEY OH PEDESTRIAN CROSSING SIGN 30•X30(W71-2)(TYP.) NT.S. (D90-STANDARD PARKING SPACE DIMENSION 9'X18'(TMP.) 60'STANDARD PARKING SPACE DIMENSION 9'X18'(TYR.) - \ OKG RAIN , DO NOT ENTER SIGN. Z C \ I I ' `GARDEN(TYP) SYMBOL LEGEND- ,( t - ©NOT USED. : J. YV `) PROPERTY LINE PR _M OPOSED LIGHT POLE(SEE LIGHTING ONOT USED.. �5 PLM FOR FIXTURE LEGEND) @ Ilk,` I ( / II I/ y `\�Q 1 (Ia �■ PROPOSED PEDESTRIAN-LEVEL LIGHTING(SEE `�� .`-. -0 ) NOTAUSEp STRIPED AT$YSL/4'AT AS'O 2'O.C. s \ � LIGHTING PLAN FOR ifXUTRE LEGEND O STANDARD PARKING STALL Op NOT USED. D a^� PROPOSED PARKING SPACES(YELLOW STRIPING) @NOT USED. Ri; 1�UTILITY EASEMENT__>�\ ENCLOSIRE IA'ZLLE� FIRE HYDRANT.SEE UTILITY PLAN AND DEMALS ®NOT USED. \•�• / \ , 6 FOOT CHAIN LINK FENCE. SONOT USED. , Rr 4 c t`� �`S- �•. ,...,-•,, a a q O^�°'; \+X`0: \ ® ADA STRIPING TO NOT USED. ❑ 3G'DRAINAGE U 1 \ £ \\ y V\\ PROPOSED CURB UO PROPOSED TYPE MnDOT 8612 CURB. > UTILITY EASEM my \` ` O NOT USED. w ° D V / FUTURE DEVELOPMENT Oy E � �'P'1 \ bQ �\ + �.° OW 10'WIDE RAISED CROSSWALK. ' `` \�. O +\ \ �.• OX ADA CURB RAMP. i ��,r •'. 1 D \ PROPOSED MONUMENT SIGN,REFER TO GATLIN DEVELOPMENT W ARCHITECTURAL PLANS. OwU< O_ 8'BUILDING + \ DRAINAGE&U TY E�E ME SETBACK (vARIA OINTERIOR LANDSCAPE ISLAND. }J Y o CL 15 f�- \ WI 0TH jgA y, �� + °e. PAVEMENT HATCH LEGEND: Vim`' ci ®/ PROPOSED HEAVY DUTY ASPHALT NT PROPOSED HEAVY DUTY CONCRETE N� 8 o y . PROPOSED CONCRETE SIDEWALK �Ows G E �•'•``. a�i I \ ' \ PROPOSED PATIO AREA VVV\[ B PEDESTRIAN CURB RAMP AREA 3 p \ Z m Z D \ \ \� 16'TRAIL' 1\ N o m o \ p \ 0 EASEMENT G � 30 DRAINAGE h ` •\ EASEMENT C a E 55 H 1 \ +\ C} �� \11 ) SITE PLAN NOTES _ \ \ ,V �• 1 THE PRESENCE OF GROUNDWATER SHOULD BE 1. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. ANTICIPATED ON THIS PROJECT.CONTRACTOR'S 2. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER.CONCRETE AND BID SHALL INCLUDE CONSIDERATION FOR PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. _ ADERE59NG THIS ISSUE.REFERENCE THE CONSTRUCTION CONTINGENCY PLAN BY BRAUN 3. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND CONCRETE IN ACCORDANCE \�V : INTERTEC DATED 05/27/2011 FOR WITH SPECIFICATIONS. Z Q b � \��Y GROUNDWATER DEWATERING REQUIREMENTS. < \� \ 4. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN �l `` ACCORDANCE WITH SPECIFICPTIONS J ' 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING AND O_ SIDEWALK DIMENSONS,PORCH AND RAMP LOCATIONS. I 1 I ALL CONTRACTORS MUST CONTACT 6. GENERAL CONTRACTOR I5 TO COORDINATE WITH APPROPRIATE UMUTY COMPANIES W 60'•NO-BUILD• / PRIOR TO CONSTRUCTION,ADJUSTMENT OR RELCCATION OF EXISTING UTILITIES AS % j �': \� EASEMENT / / f GOPHER STATE CALL ONE DESIGNATED ON PLANS. MN TOLL FREE 1-800-252-1166 (n w 3 0' • � /e' / BEFORE CONSTRUCTION BEGINS 7. CONTRACTOR SHALL PRONDE PIPE BOLLARDS FOR PROTECTION W ALL ABOVE GROUND UTILITIES AND APPURTENANCES IN DRIVE AREAS. EXISTING DUAL /-`' / /:T TRAIL TWIN CITY AREA 651-454-0002 PRIVATE BOX /EASEMENT j 8. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR CULVERTS // / ACTUAL LOCATION OF ALL UTILITY ENTRANCES.TO INCLUDE.SANITARY SEWER / LATERALS,DOMESTIC AND FIRE PROTECTION WATER SERVICE,ELECTRICAL.NATURAL GAS AND TELEPHONE SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF - UTILITIES IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER �``\ �\ /�> �'• //�/ DEPTHS ARE ACHIEVED.AS WELL AS COORDINATE WITH ANY UTILITY COMPANIES /r SITE DATA TABLE -INS/CONNECTIONS APPROVED LOCATIONS AND SCHEDULING OF TIE TO THEIR FACILITIES 1 BUILDING DESIGNATION LO AREA BUILDING PARKING PROVIDED RATIO B. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED !1 O EX MNO BUILDING LOT 3,BLOCKI II-ACRES 153,3050.Ff. BSS SPACES DSO TO SAME. 0 N 57 DRAINA 1,\ //' r�' / X LOT 9,BLOCKI 1.10 ACRES 1120USO.Fi. 5l SPACES 1.56 Z Z U d UMLI',EA GE AND /� / 10.CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING K LOT 10,BLOCK 1 1.1BACRES 8,500 SO.FT. 52 SPACES S.A] Z i a ENT / / ITEM DURING CONSTRUCTION,SUCH A5.BUT NOT LIMITED T0.DRAINAGE.UTILITIES. (n 0_ ]�U\ � CO L LOTI4,BLOCKI 1.18 ACRES 13,Bm SOFT. 67 SPACES A32 PAVEMENT,STRIPING,CURB,ETC.REPAIRS SHALL BE EQUAL 70,OR BETTER THAN, ��ll11 �N/ I( 5 \ !� ` \ EXISTING CONDITIONS. CONTRACTOR 15 RESPONSIBLE TO DOCUMENT ALL EXISTING vJ LL W ; \ /y \\ \'P� TOTAL 15.S6ACRE5 185,]]0 SD.FT. SIB SPACES A.55 DAMAGE AND NOTIFY WALMART CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION O W U c ' START. 11.CONTRACTOR SHALL TOUCH-UP PAINT AS NECESSARY I SHALL ALL LIGHT POLE BASES AR , U Z CV a £ \ r FIRE HYDRANTS AND CURBS WHICH E CURRENTLY PAINTED. COST ALL BE INCLUDED IN THE BASE BID. W O ' \ 1 13.CONTRACTOR TO REMOVE OR RELOCATE,WHEN APPLICABLE.ALL EXISTING U �W�1l11 0_ _ \ - f� / �''l BUILDINGS,FOUNDATIONS BASEMENTS.CONNECTING IMPROVEMENTS.DRAIN PIPES, W v/ SANITARY SEWER PIPES,POWER POLES,AND GUY WIRES.WATER METERS AND W Z Q WATER LINES,WELLS,SIDEWALKS,SIGN POLES,UNDERGROUND GAS,SEPTIC TANKS NN w 3 // x, / AND ASPHALT.SHOWN NEW NOT SHOWN.WITHIN CONSTRUCTION LIMITS AND WHERE 1 L �` \ / / ( AND ALLOW FOR NEW CONSTRUCTION HI SHOWN. J a / U Y r O // 14.CONTRACTOR SHALL FOLLOW ALL LOCAL.STALE AN D FEDERAL REGULATIONS IN H DISPOSING OF DEMOLISHED MATERIALS REMOVED FROM 7HIS SITE. J O z 0 15.ALL PAINT USED FOR PARKING STRIPING SHALL BE PER CITY OF BROOKLYN CENTER rn O o r SPECIFICATIONS V 0 Z m Z 16.DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. _ a- 17.CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS �=]•, Z AND ADDITIONS U) Z WO ) W 19.PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITYS CODES AND ALL 2 UI APPLICABLE BUILDING CODES IN EFFECT AT THE TIME. DATE 3 06/14/2012 i t ,s PROJECT N0. 160633001 E SHEET NUMBER c E N 6043 o 2 3 4 5 1 1 1 8 10 12 13 14 16 17 18 19 20 �'7 COUNTY I B�SSM!�Rib T`=7 V, E 0 120 24 0 z SCALE FEET B LILLILINU \\•\\(/I, FUTURE DEVELOPMENT M M LIMITS OF DISTURBANCE PROPERTY LINE EXISTING CONTOURS 41 9 C PROPOSED CONTOURS - ;ENT PROPOSED PRIVATE STORM SEWER -------- PROPOSED PRIVATE W PERFORATED PVC PIPE PROPOSED STORM SEWER INLET 07 IN PROPOSED STORM SEWER MAN HO .1 PROPOSED RARED ENO SECTION 0 PROPOSED RP FAR l�k_\ 0 C 0 OTH lLi EXISTING STORM SEWER MANHOLZ 9 ol EXISTING STORM SEWER INLET EXISTING STORM SEWER x cp X.Xx EMERGENCY OVERFLOW AND ELEIAT.N DIRECTION Of OVERLAND FLOW 0 HP HIGH POINT E UP LOW PONT 0 ME MATCH EXISTING R PAVING,GRADING,AND DRAINAGE NOTES: Z H 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF MY EXISTING UTILITIES SERVING THE STRUCTURE,UTILITIES FFE-Ml ARE TO BE REMOVED TO ME RIGHT-OF-WAY. AN—AND ASEO ON C; 2. ME CONTRACTOR 15 SPECIFICALLY CAUTIONED MAT ME LOCATION AND/OR ELEVATION OF EXISTING UFUTIES AS SHOWN ON THESE PLANS IS 8 AS E, RECORDS OF ME VARIOUS UMUTY COMPANIES.AND MERE POSSIBLE,MEASUREMENTS TAKEN IN ME FIELD.ME INFORMATION 15 NOT TO BE RELIED ON JA REQUEST F EXISTING WALMART BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL ME APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO RED TH EXACT FIELD LOCATON OF UTILITIES-IT SHALL BE ME RESPONSIBILITY OF ME CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH zi a PROPOSED IMPROVEMENTS SHOW ON ME PLANS. I16 J. ALL CUT OR FII__SLOPES SHALL HE 3:1 OR FI_ATTER UNLESS OTHERWISE NOTED. In, I'L 4. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. 1 7`y' A Ta \ \ / % 7'- s EC TO LIST gn- 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:(SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS.C SPECIFIC PIPE MATERIALS ON THIS PLAN IC F REQUIRED.) TYPE 1: RCP,CLASS III PER ASTM -76,WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT 1\ TYPE II: HIGH DENSITY POLYETHYLENE PIPE(HDPE)SMOOTH INTERIOR/ANNULAR EXTERIOR;AASHTO DESIGNATION M252 TYPE S,M 294 TYPE I AND 0 G E TYPE S.ONLY PERMITTED MEN SPECIFICALLY INDICATED ON CONSTRUCTION DRAWINGS.PIPE SHALL BE INSTALLED IN ACCORDANCE X IMM PIPE MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPLICATION TYPE III; PVC.RATED FOR SDR 35 OR PER LOCAL CODE(DOM5P0 UT/ROOFDRAIN COLLECTION SYSTEM ONLY). 6. E 15TING PIPES AND STRUCTURES TO BE CLEANED CUT TO REMOVE ALL SALT AND DEBRIS. 4 CONTOUR INTERVALS SHOWN AT I FCOT. 7. EXISTING GRADE PROPOSED GRACE CONTOUR INTERVALS SHOWN AT I FOOT, IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE ME CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE MR, THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BET H ---- -- �O, ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT < z < 1, 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 FIN194 GRACE LIDS SHALL BE LABELED' SEWER'. CONDITIONS AS OUTLINED IN THE EPA DR APPLICABLE STATE GENERAL N.P.D.E.S.PERMIT FOR STORM z ENVIRONMENTAL COMPLIANCE AND STORM 12. ME CONTRACTOR SHALL ADHERE TO ALL TERMS AN WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND ME MUMART SPECIAL CONDITIONS,SECTION 8, NIN ONLY. < J. WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS S�T 11 wn < ui 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. - CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AMY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. < 15. TOPOGRAPHIC INFORMATION 15 TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY A$ SHOWN AP PLANS,WITHOUT EXCEPTION,MEN ME CONTRACTOR SHALL SUPPLY,AT THEIR EXPENSE,A TOPOGRAPHIC SURVEY BY A REGISTERED LAND To ON TH SURVEYOR ME OWNER FOR REVIEW. 7 CON To 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL TRACTOR SHALL APPLY STABILIZATION BLANKET STAND uT —- N . < ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR SHALL STABIUZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY S OF VEGETATION 15 OBTAINED. a LLJ 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. It, ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. > 19. CONTRACTOR TO FLUSH AND VACUUM ENTIRE ON-SITE STCRMWATER SYSTEM UPON COMPLETION OF PROPOSED WORK. 0 r,, `1 20. CONTRACTOR SHALL EXCAVATE EXISTING PAVEMENT/SIDEWALK AREAS MAT ARE TO BE LANDSCAPED A MINIMUM OF 30-OR AS DEEP AS NECESSARY TO ENSURE ALL STONE SAM/PAVEMENT MATERIAL 15 REMOVED(WHICHEVER IS GREATER)AND BACKFILL WITH CLEAN/DRAINING SAND TO WTHIN 4'OF MP OF CURB TO ENSURE PROPER SOIL FOR PLANT MATERIALS. (D z 21. CONTRACTOR TO REVIEW DNR AND MPCA DEWATERING PERMIT REDUIREMENTS AND SHALL OBTAIN PERMIT IF REWIRED FOR SITE CONDITIONS. U) Of ME CONTRACTOR SHALL GRACE THE SITE TO ME ELEVATIONS INDICATED AND SHALL REGRAOE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 22. W Llj 23 ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ME TYPICAL PAVEMENT SECTIONS AS INDICATED ON ME DRAWINGS. K 0 W E SMOOTH 0� z 2 24 WERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED,ME CONTRACTOR SHALL SAWCUT ME FULL DEPTH OF PAVEMENT FOR A AND STRAIGHT JOINT AND REPLACE ME PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 0 w C,4 ACTOR SHALL SAWCUT ME FULL DEPTH OF EXISTING PAVEMENT FOR A SMOOTH AND < 25. WHERE NE PAVEMENT MEETS THE EXI"�NG PAVEMENT.THE CON LESS OTHERWISE INDICATED. . —I y (3 w STRAIGHT JOINT AND MATCH ME EXISTING PAVEMENT ELEVATION WITH ME PROPOSED PAVEMENT UN z U) NT THAT ME 0 26, FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL JURISDICTIONAL AGENCY,IN THE EVE T DOCUMENTS AND ME JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT,ME MOST STRINGENT SHALL GOVERN, < CONTRACT w > -COMPACTED AND 00 NOT CONTAIN ROAD BASE a: 27. ME CONTRACTOR SHALL ENSURE MAT ISLAND PLANTING AREAS AND OMER PLANTING AREAS ARE NOT OVER z MATER ALS.ME CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON ME SITE TO BE PLANTED AND SHALL BE I L PROPERLY PR PERLY DISPOSED OF IN A LEGAL MANNER. 0 > 28. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER SPECIFICATIONS. w 0 z::) 0 THE PRESENCE OF GROUNDWATER SHOULD BE 29. SEE ARCH.PLANS FOR LOCATION OF DETECTABLE WARNING AT FRONT SIDEWALK. (D ANTICIPATED ON THIS PROJECT.CONTRACTOR'S E 1[ 30. ALL INLETS SHALL HAVE BICYCLE SAFE GRATES, Z z D SHALL INCLUDE CONSIDERATION FOR ADDRESSING THS ISSUE.REFERENCE ME CONSTRUCTION CONTINGENCY PLAN BY BRAUN 31. ALL MATERIALS AND CONSTRUCTION WITHIN ME MNDOT AND HENNEPIN COUNTY RIGHT-OF-WAY SHALL CONFORM TO ME LATEST MNDOT DESIGN STANDARDS INTERTEU AT I AND LATEST STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. z GROU.CMMRE`DEoW`A`T'E'R/lNGo 05/2]/2011 FOR IF U) z 32. ALL OT ELEVATIONS/CONTOURS ARE TO PAVED FINISHED GRADE UNLESS OTHERWISE NOTED. uj M 0 1.0%UNLESS NOTED OTHERWISE).CONNECTIONS TO STORM DATE "i 33. INSTALL DOWNSPOUT/R00FDRAIN WITH PIPE MATERIALS A SHOWN ON PLANS(MINIMUM SLOPE E SEWER MAIN MUST BE MADE THROUGH A PREFABRICATED WYE 06/14/2012 ALL CONTRACTORS MUST CONTACT CONNECT TO 0 WNSPOUTS/RODFDRAINS FROM ME BUILDING.LATERALS TO BE INSTALLED AFTER EXITING ME BUILDING(5'MINIMUM COVER TO TOP OF PIPE). �4 ON 0 PROJECT NO. It, PROVIDE 3'THICK STYROFOANI INSULATION OVER LATERALS IN AREAS OF LESS MAN 5'Of COVER TO TOP OF PIPE. REFERENCE ARCH.PLANS FOR INTERNAL 5 GOPHER STATE CALL ONE DOWNSPOLIT/ROOFORAIN CONNECTION. MI 160633001 N TOLL FREE 1-800-252-1166 SHEET NUMBER CONSTRUCTION BEGIN E BEFORE S TWIN CITY AREA 651-454-0002 E 6050 N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 Y /` 1- ! .�..`�a_1 ��-� {JIf(/�f\-�,3fi'�.r'___-�.-....�--✓P-OH__. F_OH� — P_0 h I �' \ LJ./—P-OH o m _ ,A1 � COUNTY NORTH ' C TY RD ASS OA r r r t.1 E O - y / 1 A. 0 60 120 ' V E4 - SCALE FEET 40 SCALE °•�� w co, SITE KEY N.T.S. a 11 } �Nk CI C i {� \ I; F.F.E.=853.5 \'�'- ♦`�� /��`�,•� ) / \\\ F.F.E. 856.0 \ ,, \S�� LEGEND F.F.E. \\ I \\ (�j, N1URE DEVELOPMENT -`: �yfrJ 655.0 \ �l O D E f �j'f ' / /�J M LIMITS OF DISTURBANCE ' g NL \ 4y3 x f \ \` T � J�\ __ PROPERTY LINE ❑ <` X? ExlsnnG conTOUfts „ �a R PROPOSED CQ1TOUft5 ❑ A F.F.E.=851.5 \ � \_ PROPOSED PRIVATE STORM SEWER E rL 7 r/ \ \ r�~ Q �� T F' \ / \` -____--- PROPOSED PRIVATE 8"PERFORATED PVC PIPE a afr v (¢/[Jp� '\\ PROPOSED STORM SEWER INLET OU N q ry [ PROPOSED STORM SEWER MANHOLE pp $ r V d E r�/ ` y h��,�\ � PROPOSED FLARED Eno SECTION <�N� F.F.E. /�% ,.R t ® PROPOSED RIP RAP �pbE as 853.5 O EXISTNG STORM SEVER MANHOLE jY yY o _ EXISTING STORM SEWER INLET ngp� Q U s 1�• ( j i,f / ....� 1 J T,/ \\ E%15111 STORM SEWER jsp Z ) / r'1 \\ \ \ \ !•'��� � EMERGENCY OVERFLOW AND ELEVATION �m<_� s J E f /! \ J� \ / .\ RI�7p(j!�.� T X.XX G_ F ))� f ��j'/ / � / ` �\��.1\� V „ � cp!I 1. � DIRECTION OF OVERLAND FLOW CJ / ' / HP RICH POINT e}p W ( _ / ��— � / "�I LP LOW PONT ¢ ) / r / / ) T�\ ` ME MATCH EXISTING p3 dZ�vI / % M, T�I-t LINET ICE\ T 5020 EX / 1 \ I_ r_<� `�"_ D, G E DRAINAGE SCHEDULE °z m g 0 tO INVERT PIPE PIPE INVERT PIPE PIPE vI p m' m STRUCTURE STRUCTURE RIM/GRATE ELEVATION SIZE SLOPE ELEVATION SIZE SLOPE NOTES w¢ NO. TYPE ELEVATION IN IN IN OUT OUT OUT w Z SOB(EX) CB 848.668 N 864.71 24• 0.50% SE 844.71 24• 1.02% A d � SD20(E%) C8 849.817 N 846.20 16• 1.00% SE 866.20 18" 0.66% A L1 H SD201 CS 848.803 N 844.81 26' 0.50% S 844.84 24" 0.50% E 844.84 15' 1.86% Z ¢ i NE 846.61 15• 0.75% Z 0 8 SD202 MH 852.333 N$46.89 0.50% 5848.88 24' 0.50% Z S.846.2.2 1] 18' 050% Z SD203 CB 854.010 S 847.13 18• 0.5016 (� L SD204 MH 854.656 NE 84].]6 18" 0.50% Z W O SD205 CB 852.824 SW 847.83 13" 0.75% � I Z SD206 CB 850.]55 W 847.02 15' 1.665 < N _l o SD207 LB 850.339 5 846.62 15" 1.00% Z A CONNECT TO EXISTING STRUCTURE /n Q V 1=A Z 3 N a U O o i e Z z / z V) � W z K E U 2 Z U W c\I fr Y C) W m o W Z U) w L 6 U O r 0 8 THE PRESENCE OF GROUNDWATER SHOULD BE J O 7 N O ANTI CIPATED ON THIS PROJECT.CONTRACTOR'S (� N U O Z BID SHALL INCLUDE CON510ERATION i0R ADDRESSING THIS ISSUE.REFERENCE THE Z D, Z j CONSTRUCTION CONTINGENCY PLAN BY BRAUN _ _ INTERTEC DATED 05/2]/2011 FOR a Ld U GROUNDWATER DEWATERING REQUIREMENTS. z w w M b T m t DATE JI 3 06/14/2012 ALL CONTRACTORS MUST CONTACT PROJECT N0. ' GOPHER STATE CALL ONE Y MN TOLL FREE 1-800-252-1166 160633001 E BEFORE CONSTRUCTION BEGINS SHEET NUMBER E TWIN CITY AREA 651-454-0002 6052 N 0 o € 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m A a �,• l�_-_�---� / ^�� `-� / THE PRESENCE OF GROUNDWATER SHOULD BE ,{„ ART IPATED ON THIS PROJECT.CONTRAC TOR'S UO� BID SHALL INCLUDE CONSIDERATION FOR V E / / --- __„�� ------ __:m--- - - - ---- r NORTH ADDRE55 U REFERENCE THE '-� CON5TRUCTON CONTINGENCY PLAN BY BRAVN x INTERTEC DATED 05/27/2011 FOR °�U>'~,• elm wr.�ra'L'Zy ` - -- - - - GROUNDWATER DEWATE IRNG REQUIREMENTS '\v�.•L•• .• \ s •�� _ �_U P-OH 0 60 120 B = RD NO a Q , ASS LAKE"R�aAO\ \ \ } � 1 `� \ /c ` SCALE FEET ] ALL CONTRACTORS MUST CONTACT p 5 GOPHER STATE CALL ONE ® �_ ''�'--^-�'i""1'�._ _ y-. / r - ••h ---.1- — — -- MN TOLL FREE 1-800-252-1166 • BEFORE CONSTRUCTION BEGINS ° �r.1♦ - fi -'— -- " -- - � '_ — TWIN CITY AREA 651-454-0002 N.T.S. SITE KEY 1� d _ res e°s- ' C F.F.E.=850.5 F.F.E. I 851.0 E. 1 ` Y r \� 1, I f 850. / .F.E,=850. ¢` `' LEGEND 3E E �� \ x \ L G 'lam \ FUTURE DEVELOPMENT oa?' O D fr \ \\\ ( 849 J(� �� \,`�\ 1` \ • PMROPERTY LINE TRANCE ❑ ye LIITS OF EXISTING CONTOURS ®8� S48 S \\� \ PROPOSED CONTOURS —� i \v Avvv R �, `'` PROPOSED PRIVATE STORM SEWER ----____ PROPOSED PRIVATE 8"PERFORATED PVC PIPE i _ SD]] EXl \ I \ \ e 1\. N E ,(\���t -•� _ I 't\\ 1\�>\ PROPOSED STORM SEWER INLET J In m 'Y `c` -�4 - I I \\\\ V \ • PROPOSED STORM SEWER MANHOLE rc / PROPOSED BARED ENO SECTOR <s W� w Y [ \/`� PROPOSED RIP RAP uF.i twi a V NNE Y g / \ / F.E. EXISTING STORM SEWER MANHOLE wT�r� i E%15TING STORM SEWER INLET ��pg EXISTING STORM SEWER Z o u ¢ E F.F.E.=850.0 \ I / r I \ i aF }� Ja F / \ , , I 1 I \\ \\\\` \�` ��� %F� EMERGENCY OVERFLOW AND ELEVATION Imo<i0 m 2 DIRECTION OF OVERLAND FLOW Q N A Q \` / ° I ,'\\�\ \ HP HIGH POINT �pz ¢ ` \ \\ / \ SD87 I >Nf V \ �''�4\ \\\\ !, UP LOW PONT F��'a� $i< 09! \` \ , ,647 \\ .,.,.' \\ 1 ME MATCH EXISTING \vvv �� A \ , , / Vw �\ v� P wIW = a \ Y\� ` ���aa a\ . G E / \ \; \` F.F.E.=847.75 g °z I. `i ° e \5061 Ex 847/ \\� \\\ DRAINAGE SCHEDULE Q ¢ ' \a \ `/ l "` INVERT PIPE PIPE INVERT PIPE PIPE Z z STRUCTURE STRUCTURE RIM/GRATE ELEVATION SIZE SLOPE ELEVATION SIZE SLOPE NOTES Q a , N0. TYPE ELEVATION IN IN IN OUT OUT OUT SD61(Ex) ICE M1.992 N 859.20 24' osoz c LU W 841.7s u' Loos smc Z n \�\ :. \ \ /• 5067(Ex) GRATE 844.873 5 840.09 24' 0- Q N 840.59 18' 0.64; A Q $p77(EX) CB 848.05] 5 843.]8 15' LOOS N 843.78 15' 1.501[ A Q 50216 CB 847.910 N 843.97 15' LOOT p �y SD217 GRATE 847.190 E 843,19 15" 1.00x IJ- n ddd p A: CONNECT TO EE STRUCTURE 6 \� \ � I r//v '� T B:CONSTRUCT OVER R EA STING PIPE C: REPLACE EXISTING CASTING WITH NEENAH R1733-8 K z 1 vvv wV lr �� �� O H \r LU 04 �i 1 - o lz log, / Y U O } o a L o 0 o / Z /� (7 m Of U w a. > 5 •/ f/// (n w oM II % LU D / I� 06/14/22012 PROJECT NO. 1(- 160633001 E SHEET NUMBER N 6053 .o e o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 GO < 2 UTILITY NOTES w A I. ALL FILL ATlR-L IS TO EIE IN 1-.�,AND C.-F�GTE.SEFOPI Z INSTALLATION OF PROPOSED UTILITIES. ----------- 2, C NTRACTOR SHALL NOITFY ME UTILITY AUTHORIDES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. T 3. SANITARY KWER PIPE SHALL BE AS FOULOWfS: r SDR35 PER ASTM 03034 FOR PIP E5 LESS MAN 12'DEEP AND E I'-Y 10 ;COUNT-Y RD NC 10 ,]�;�SS LAKE ROAD _7 0 120 VC 6 240 PVC PER ASTM D3034 FOR PIPES MORE MAN 12'DEEP.LAK RD N� BASS TO 12-,PVC,AWWA C 00 RATED DR 15 CLASS 150 PER ASTM 02241 4. PRIVATE WATER UNES SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN: FEET 4 T 1 77 T OR DUCTILE IRON PIPE,PRESSURE CLASS 1111 PER AWWA C151* 3"AND 0 SMALLER,EITHER COPPER TUBE TYPE W(SOFT) T c,� C�;?� JPER ASTM 888 OR PVC, SOP I RATING,PER AWWA 0900 ANp ASTM//J 5. MINIMUM TRENCH WIDTH SHALL BE 3 FE E T ON ALL WATER,SANITARY-0 STORM SEWER PIPING,SEE DETAIL SHEET. Q9 N 1 6. ALL WATER JOINTS THAT REQUIRE A CHANGE IN DIRECTION ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. APART(PARALLEL)OR MEN I 1& 7. ALL UTILITIES SHOULD BE KEPT TEN(10 CROSSING 18". NG EDGE OF PIPE) L. CLEARANCE(OUTSIDE EDGE OF PIPE TO OUTSIDE Ll R Ns 8 CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-6"COVER ON ALL WATERUNES.INSULATION SHALL BE PROVIDED IF THIS IS NOT ACHIEVABLE 9, IN ME EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES,SANITARY E 9 UNES.STORM UNES AND GAS LINES(EXISTNG AND PROPOSED).ME SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON SON SIDES OF CROSSING,ME WATER UNE SHALL M IFT REQUIRED TO PROVIDE A MINIMUM OF 18"CLEARANCE.MEETING ECHPNICAI JOINTS WITH APPROPRIATE THRUST BLOCKING A5 or= D REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11(AWWA C-151)(CLASS 50). S MATCH LINE SHEET 6Z M LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED,AS-BUILT LOCATED A c? (IF REWIRED)AND APPROVED BEFORE BACKnUUNG. MATCH LINE SHEI, c::3 11. TOPS OF EXISTING MANHOLES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS,ANO TO BE 6'ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY kl (//I /'� \ 4, COMPRESSION STRENGTH AT 3000 P.S.I. 0• E 8 13, pRAWNGS MAY NOT SHOW ALL EXISTING UTILITIES.•. 14 ALL WET UTILITY POINTS Or CONNECTION SHALL BE VERIFIED By ME A 4 0 CONTRACTOR PRIOR TO TRENCHING. GRAVITY UTILITY CONNECTIONS SHALL o 2 IV BE POTHOLED OR DIPPED TO VERIFY INVERTS AT POINT OF CONNECTION LJ I AND ENSURE DESIGN SLOPES PROVIDED ON ME PLANS CAN BE AC DIVED. ORB,: E i - I i WE E THERE IS A CONFUCT BETWEEN FIELD CONDITIONS AND THE PLANS, LJ 01 EXISTING ME E GINEER SHALL BE NOTIFIED IMMEDIATELY. S .SL x1l, C�11) I !:I_ zo PRIVATE UAL BOX 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR EXACT TIE-IN LOCATION zs.F CULVERTS AND SIZE OF ALL UTILITIES. c� 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WIN ME SPE CIFICATIONS IF R DEF' T' ARE' E. 07 OF ME LOCAL AUT­IO IDES(CITY OF BROOKLYN CENTER)SANITARY -6�u m TO MATERIALS AND INSTA"TON OF ME WATER AND UNES. €!k i,iz, 17, ME CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT ME LOCATION D-z EXISTING AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS ot V, WALMART (NOT BASED ON RECORDS OF ME VARIOUS URUTY COMPANIES,AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN ME FIELD,THE INFOR TON IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR IN CONTRACT) 'TOR 6,5�z LEGEND MUST C THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS ir r.m 913 BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF FJTJFE.-T UTILITIES.IT SHALL BE ME RES ONSIBIUTY OF THE CONTRACTOR To .......... PROPOSED EASEMENT RELOCATE ALL EXISTING UTILITIES MICH CONFLICT WITH ME PROPOSED \ \V t '� �' ,.K•G IMPROVEMENTS SHOWN ON ME PLANS. NE S M A NECESSARY INSPECTIONS AND/OR CERTIFICATONS REQUIRED By Z HIV< UNDORGR.NG TEUllHGNE CODES AND/OR UTILITY SERVICE COMPANIES SHALL OL PERFORMED RIM I TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF E3 UNGEP-ND 0_ECTRC/P0WFR SERVICE. UN No irl GER.. -IT o CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR b, 1. 1. 1. '-1 SEWER PPE INSTALLATION REQUIREMENTS AND SPECIFICATONS. PR"m X. PIPING 20. ALL WATER MAIN AND SANITARY SEWER UTILITY EXTENSIONS,REMOVAL GAS 11R.. H AND RELOCATIONS SHALL MEET THE CITY OF BROOKLYN CENTER DESIGN z C, STANDARDS FOR MAIN STORM SEWER PRE 21 DEWATERING SHALL BE PROMDEO BY ME CONTRACTOR,IF REQUIRED DUE TO SEASONAL GROUND WATER VARIATIONS,IN ACCORDANCE WITH THE SPECIFICATIONS AND THE MNONR TEMPORARY WATER APPROPRIATIONS LL GATE VALVE IN V BE HA 'A­BOX(MUST GENERAL PERMIT, 5 Z 1 \\ 4b 3k -"-"/ \ / -- �'O' 1 DIAFFG RATJG PAVEMENT-S) FIRE.-1 22. CONTRACTOR SHALL COORDINATE WITH ME STORE MANAGER OF 0 P ERATING BUSINESSES,UTILITY COMPANIES AND ME CITY OF BROOKLYN -ODR CENTER TO MAINTAIN UTILITY SERVICE TO OPERATING BUSINESSES AT ALL _j POST INDICATOR VAVALVE TMES DURING CONSTRUCTION. SANITARY­R MANN-E 23. DIAL BEFORE YOU DIG.CALL 1-800-252-1166 FOR LOCATION OF UNDERGROUND UnUTIES PRIOR TO MY CONSTRUCTION. IN THE TWIN CITY a£AN-IT AREA CALL 651-454-0002. STORM SEWER ITPUIT- 24. ME SITIEWORK CONTRACTOR SHALL REFER TO ELECTRICAL PLANS AND 13 SANITARY MANHOLE STRUCTURE SCHEDULE lk- SPECIRCATONS FOR SITE LIGHTING WIRE AND CONDUIT DESIGN.SEE _j < of GAS METER PHOTOMETRICS PI-AN FOR LIGHT POLE AND BASE INFORMATION. < INVERT INVERT RPE BOLLARD 25� BACKFLOW DEVICES(DDCV AND PRZ ASSEMBLIES)AND METERS ARE x STRUCTURE STRUCTURE RIM/GRATE L LOCATED IN ME INTERIOR OF ME BUILDING.REF.ARCH.PLANS 12� 4,­ TYPE ELEVATION ELEVATION PUJG LL] j NO. ELEVATION 171 IN OUT -1.1-VOL UlHTP-AND K 26, ALL UTILITIES ARE PRIVATE UNLESS SPECIFICALLY NOTED AS PUBLIC. H-201 MH 851.38 638 55 NW 838-45 27� ALL UTILITY WORK PERFORMED AND MATERIALS USED SHALL CONFORM TO M-202 MH 846.38 E 842 84 SW 842.74 SNGl_E nXTURE LIGHT POLE AND BASE THE CITY OF BROOKLYN CENTER'S STANDARD SPECIFICATIONS AND 0 2 RMK UGIIT POLE AND BASE DETAILS. D ■ 3 rMK UGNT-AND BASE 28. ALL WATERMAIN CONNECTIONS TO CITY WATERMAIN SHALL BE INSPECTED j d , \ / Q Q ® SANITARY WWER STRUCTURE IN- BY CITY PERSONNEL. 0 29. NEW WATER.AIN GATE VALVES SHALL BE INSTALLED AT ALL CITY 00 PROPOK PRIVATE-STATON WATERMAIN SERVICE LOCATIONS. z z 30 ALL SANITARY SEWER CONNECTIONS TO CITY MAIN SHALL BE INSPECTED EASTNG�PIPING co LLJ K EXI MNG STMM S­ BY CITY PERSONNEL SANITARY CLEANOUT STRUCTURE SCHEDULE z E ­NG S-1-1 SE.R 31. HYDRANTS SHALL BE LOCATED AT 3'FROM BACK OF CURB. 0 W u - ­NG UNDERGRMNO STRUCTURE RIM/GRATE LINVERT INVERT 32. NEW INVERTS SHALL BE CONSTRUCTED WERE CONNECTIONS TO EXISTING cl� z C.M­­­ PUBUC SANITARY MANHOLES ARE MADE. W C-4 ELEVATION ELEVATION NO. ELEVATION IN OUT E-MIIII 33. ALL CONNECTIONS TO EXISTING WATERMAN 4"AND LARGER SHALL USE 0 �e () ui 0 co-, 853.49 E 838.87 NW 838.87 MVEUER CO.STAINLESS STEEL TAPPING SLEEVES MODEL H-304. THE PRESENCE OF GROUNDWATER SHOULD BE LIJ z a) ANTICIPATED ON THIS PROJECT.CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR w < z ADDRESSING THS ISSUE.REFERENCE ME w L CONSTRU TION CONTINGENCY PLAN BY BRAUN TE L) D_ INTER C DATED 05/27/2011 FOR 0 GROUNDWATER DEWATERING REQUIREMENTS 0 5 LLJ 0 z SANITARY SEWER BUILDING CONNECTION .0 0 BUILDING DESIGNATION wUD.w FINISHED DE4N EUENIATIM FLOOR EXISTINCI BUILDING .... EXI.D- ALL CONTRACTORS MUST CONTACT z m z H 11"osaff. GOPHER STATE CALL ONE OL K 3,50050.FT. mim MODE z M MN TOLL FREE 1-800-252-1166 z L 12= W.19 w o BEFORE CONSTRUCTION BEGINS mr UI TWIN CITY AREA 651-454-0002 5 DATE 3: 06/14/2012 PROJECT NO. 160633001 E SHEET NUMBER N 6060 o 1 2 3 4 5 6 7 13 9 10 11 12 13 14 16 17 18 19 20 EQ -p THE PRESENCE OF GROUNDWATER SHOULD 8 p< . . . . . . A ANTICIPATED ON THIS PROJECT.C014TRACTON'S SO SHALL INCLUDE CONSIDERAMON FOR 0 10 CG, ADDRESSING THIS ISSUE.REFERENCE THE BASS LA CONSTRUCTION CONTINGENCY PLAN BY BRAUN INTERTEC DATED 05/27/2011 FOR 'GROUNDWATER DEWATERING REQUIREMENTS. E -------- ----- - -------------- ------ NORTH� 0 so 120 EXISTING LIFT------ -7 MON---MbNNECT TO B -z SCALE FEET 1110'. EXISTING MH z 4,70 ALL CONTRACTORS MUST CONTACT 0 6"PVC mclox GOPHER STATE CALL ONE 15 �vl<\ � \� SITE KEY MIN TOLL FREE 1-800-252-1166 .1 X N.T.S. BEFORE CONSTRUCTION BEGINS TWIN CITY AREA 651-454-0002 10' NAGS AN 6"UMUT PRIVATE . . . . . . I V 'c WATERMAIN STUB CO-I 46 C X, ------- E Y7 E D WE 8"PRIVATE-z WATER.AIN STUB 8,Pw a `C� i5 UUUGGG N CONNECT TO " " v``\``. SEWER/STORM I'PRIVATE SANITARY ST CROSSING 4o SEWER US CR WATER STUB CONNECT�A\ E .... 10 EXISTING 6* WATER,S S z!, \ yb/ 1 J H M 201 TEI -- PV: WATER —NEC c S/0 1 CONNECT TO EXISTING! XIS 8"P A MA 0 E TNG' VC uj TER IE:837.86 CONNECT TO -----— -w S gl 11 EXISTING 6' ONNECT TO WATER STUB EXISTING 8' F MISTING S*PVC z. E. IE:839,69 § 2 WATER STUB R :i. -0 ONNECT TO 'E LEGEND UTILITY LEGEND X iEg z FUTURE DEWLWIEIT O S SANITARY SEWER LATERAL AT MINIMUM 1,0%SLOPE.COORDINATE WITH RCIHITECTURAL�PLANS. T Pl:—E'll"IT PIT 'F_E GAS ENTRY MTH GAS METER.CONTRACTOR RESPONSIBLE FOR INSTALLING g65� * PIPE BOLL RD PROTECTION AT METER.CONTRACTOR SHALL COORDINATE I - U-1—NO—P.ONE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. ZZ ❑ IN UNOSGROUN)E—TRIC/POKR ow CONTRACTOR IS RESPONSIBLE FOR COORDINATION MTH GAS COMPANY MR; UNDE—ND CONDUIT REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE UNE.THE GAS G E" @) COMP Y IS RESPONSIBLE FOR THE INSTALLATION OF THE CAS SERVICE SANITARY SEWER BUILDING CONNECTION SEWER PIPE MOM THE 015MRIOU�TON MAIN.UP TO AND INCLUDING THE GAS METER. E PRIVATE X-WATER PIPING CONTRACTOR IS REPSONSIBLE FOR ALL GAS SERVICE INSTALLATION AFTER SANITARY MANHOLE STRUCTURE SCHEDULE BUILDINGOESIONATON WILDING 11—ED ME4N ELEVATION " THE METER.GAS P.. z M INVERT INVERT M.00 TDOSTMIS CONTRACTOR IS RESPONSIBLE TO COORDINATE WTH THE STRUCTURE STRUCTURE RIM/GRATE V @) COMPANY FOR ME INSTALLATION OF TELEPHONE SERVICE.THE ELEVATION ELEVATION I NO. TYPE ELEVATION mm 83S..I S——R PIPE CONTRACTOR IS RESPONSIBLE FOR INSTALUNG ALL CONDU11,PULL WIRES, J DI IN OUT AND PULL OXES FROM THE PROPERTY UNE TO THE BUILDING ENTRANCE. SO. 0110 w.w GATE VALVE IN—BOX(MUST BE W20 N. _C TELEPHONE COMPANY WILL PULL WIRES FOR TELEPHONE SERVICE. MH-201 MH 851.10 ME 838.55 NW 838.45 L $50M W.l. RATED IN PAVEMENT CONTRACTOR SHALL COORDINATE THE TYNG OF PROPOSED TELEPHONE FIRE HYDRANT ENTRY TO THE PROPOSED BUILDINGS.ALL PULL BOXES LOCATED IN PAVED H AREAS SHALL BE H-20 HEAVY DUTY BOXES.CONTRACTOR SHALL BE MH-202 MH a46.36 E 842.84 SW 842.74 P. REDUCER RESPONSIBLE FOR VERIFYING THE SIZE AND NUMBER OF CONDUITS •TO POST NIIIATOP 1.11 REQUIRED. SANITARY A"HOUE CONTRACTOR IS RESPONSIBLE TO COORDINATE WTH THE POWER COMPANY WTH INSTALLATION AND LOCATION OF TRANSFORMER.CONTRACTOR SHALL E.-.T BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD.CONDUIT FROM O STORM SEWER SIMUCTURE PAD TO BUILDING AND PIPE BOLLARDS AS REQUIRED BY THE POWER C MPANY.CONTRACTOR SHALL COORDINATE SAID WORK WTH POWER 'bl- POWER P-E COMPANY.TRANSFORMER LOCATION CANNOT CONFLICT WTH MUCK ACCESS SANITARY CLEANOUT STRUCTURE SCHEDULE Elm .1 METER TO DOCK DOOR. F= I DOMESTIC WATER LINE ENTRY.METER AND REDUCED PRESSURE BACKFLOW INVERT INVERT PREVENTER LOCATED INSIDE THE BUILDING.CONTRACTOR SHALL BE ELEVATION ELEVATION PEDESTRIAN-LEVEL PLUG RESPONSIBLE FOR INSTALUNG ANY APPURTENANCES ON THE DOMESTIC NO. ELEVATION LINE SUCH AS BACKFLOW PREVENTOR,GATE VALVES,ETC.,WHICH MAY BE 0 IN OUT UKNTPOLE AND BASE REWIRED.CONTRACTOR TO COORDINATE WTH CITY OF BROOKLYN CENTER CO E 838.57 NW 838.87 SINGLE FIMRE I-KHT POLE AND BASE PUBLIC WORKS DEPARTMENT.CONTRACTOR SHALL REF.ARCH PLANS NOR EXACT LOCATIONS OF DOMESTIC WATER ENTRY,BACKFLOW PREVENTER AND METER. a 2 F—RE JGIT PO-E AND BASE 3 FIXTJNF UO1T PME AND BASE 6'SPRINKLER ENTRY,DOUBLE DETECTOR BACKR-OW PREVENTER LOCATED SANITARY SIONER STRUCTURE INDICATOR INSIDE THE BUIDUNG.CONTRACTOR SHALL BE REWIRED TO INSTALL ANY APPURTENANCES ON THE SPRINKLER UNE SUCH AS,BUT NOT LIMITED TO, J OG PROPOSED PRIVATE UFT STATION A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE.IN SERIES WITH A CHECK VALVE,POST INDICATOR VALVE,TAMPER SWITCH,GATE VALVES,ETC.,MEETING LOCAL WATER DEPARTMENT SPECIFICATIONS.REF. ARCH.PLANS FOR EXACT LOCATION OF SPRINKLER ENTRY AND BACKFLOW PREVENTER. I 111—Y SEWER O P OPOSED FIRE HYDRANT AND ASSEMBLY,TYPICAL AS INDICATED SEE YNI UN—IOUND ELECTRIC DETAIL SHEET. 0 0' ::�.S1..1 COMMUNICATIONS z Lo z G EASEMENT ^ z K W E 2 0 F- of z W Y 0 w 0 LU z (0 Lu >- < z I L 0- T 0 1 LU 0 z 0 0 Q (2f 0 Z Z co z o U) z > M DATE 06/14/2012 .4 PROJECT NO. 160633001 E SHEET NUMBER I. N E 6062 o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 GO A 1 SI. ----- la I a 301K NORTH Z ,ED NO 10 BASS LAKE ROAD T_ a 60 120 ----------------------------------------- -------- - A" ---------------—------------- __ ­ _-- - i 8 -- - ------- ---------- SCALE FEET 0 I_-----__ ------ ----- - ------------------ I SITE KEY N.T.B. cl, C 9,C 8'PRII TE SANITARY 1, UTILITY LEGEND 9 J. V 6"SANITARY SEWER LATERAL AT MINIMUM 1.0%SLOPE.COORDINATE WITH SEWER STUB ARCHITECTURAL PLANS. E: 64143 GAS ENTRY WITH GAS METER.CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER.CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. E SANITARY MANHOLE STRUCTURE SCHE DULE @ C TRACTOR IS RESPONSIBLE FOR COORDINATION WTH GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE LINE.THE GAS INVERT INVERT COMPANY IS RESPONSIBLE FOR THE INSTAU-A,MON OF THE GAS SERVICE STRUCTURE STRUCTURE RIM/GRATE L L FROM THE DISTRIBUTION MAIN,UP TO ANA INCLUDING THE GAS METER.THE 6, ONMRACTOR IS REPSON51SLE FOR ALL GAS SERVICE INSTALLATION AFTER NO. TYPE ELEVATION E EVATION ELEVATION CONNECT TO IN OUT THE METER. DRAINAGE AND MH 851.10 NE 816.15 @) CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE I COMPANY FOR THE INSTALLATION OF TELEPHONE SERVICE.THE v `y EASEMENT MH-202 MH 8,6�35 E 842,84 CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL CONDUIT.PULL WIRES, fr 14 UTILITY E L AND PUI_I_BOXES FROM THE PROPERTY UNE TO THE BUILDING ENTRANCE. DRAINAGE AND TELEPHONE COMPANY WILL PULL WIRES FOR TELEPHONE SERVICE. CONTRACT SHALL COORDINATE THE TYING OF PROPOSED TELEPHONE TILITY EASEMENT C�D ENTRY TO THE PROPOSED BUILDINGS.ALL PULL BOXES LOCATED PAVED E % c SHALL AREAS SHALL 13E H-20 HEAVY DUTY BOXES-CONTRACTOR AL• ATE-, RE WITS a g -U.PRIVATE ESPONSIBLE FOR VERIFYING THE SIZE AND NUMBER OF CONDUITS ol B'D.CULVERTS REQUIRED. '.6 VIP CONTRACTOR 15 RESPONSIBLE TO COORDINATE WITH THE POWER COMPANY SANITARY CLEANOUT STRUCTURE SCHEDULE F WITH EINSTAU_AMON AND LOCAflON OF TRANSFORMER.CONTFIACTOR SHALL 10 3 R SPONSIBLE FOR INSTALLATION OF CONCRETE PAD.CONDUIT FROM N\ P 0 TO BUILDING AND PIPE BOLLARDS AS REQUIRED BY THE POWER INVERT INVERT F STRUCTURE RIM/GRATE L L COMPANY.CONTRACTOR SHALL COORDINATE SAID WORK WITH POWER E EVATION E EVATION COMPANY.TRANSFORMER LOCATION CANNOT CONFLICT WITH MUCK ACCESS NO. ELEVATION TO DOCK DOOR. z OUT F \ DOMESTIC WATER LINE ENTRY.METER AND REDUCED PRESSURE BACKFLOW E 853,49 E I a R LOCATED INSIDE THE BUILDING.CONTRACTOR SHALL BE M 6'WATERMAIN RESPONSIBLE FOR INSTALLING MY APPURTENANCES ON THE DOMESTIC 2 LEGEND STUB LINE SUCH AS BACKFLOW PREVENTOR,GATE VALVES,ETC.,WHICH MAY BE TE REWIRED CONTRACTOR TO COO DINATE WITH CITY OF BROOKLYN CENTER CONNNT TO P "N EXIST " PUBLIC WORKS DEPARTMENT.CONTRACTOR SHALL REF.ARCH PLANS FUTURE DEVE­ENT S.- EXACT LOCATIONS OF DOMESTIC WATER ENTRY.BACKFLOW PREVENMER AND X S W R WATERMAIN STUB METER. PROPOSED EASEMENT z \T IV ­Z 6'SPRINKLER ENTRY.DOUBLE DETECTOR BACKRI-OW PREVENTER LOCATED -flg PROPERTY LINE SEWER/WATER V'\ is CROSING INSIDE THE BUIDLING.CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY % SEWER/WATER LTMUL CROSSING A PURTENANCES ON THE SPRINKLER LINE SUCH AS,BUT N imo TO UNDERGFtOMO ME-HONE 0 A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE.IN SERIES UNDURGRIANG­E/1­R SANITARY SEWER BUILDING CONNECTION I G E WITH A CHECK VALVE,POST INDICATOR VALVE,TAMPER SWITCH,GATE UNGERMOUND CONDUIT BUILDING DESIGINATION BUILDING FINISHED ME4N ELEVATION VALVES,ETC.,MEETING LOCAL WATER DEPARTMENT SPECIFICATIONS.REF. SANITARY SEWER PIPE V, SEWER/WATER FUG_ ARCH.PLANS FOR EXACT LOCATION OF SPRINKLER ENTRY AND BACKFLOW 0 11 -- I EMEENG PREVENTER. -1—%'MATER P­G H 11,2.GO.1. ­H Ih EXISTING BALDING 162,430$0,FT� CEM­ PROPOSED FIRE HYDRANT AND ASSEMBLY,TYPICAL AS INDICATED.SEE a GAS PIPING IS % V,11 K 95DO'O, DETAIL SHEET. J__ FT FORGE MAN TG - L I3.0 SQ FT. 860,50 T p, R/WATER_ % CROSSIJL; Mn GATE VALVE IN VAI-VE BOX(MUST BE HN IF—RIMED IN PAVEMENT AREAS) VTCIVATE SANITARY H SEWER 5,TVB FIRE HYDRANT IE:841.� IE 8 .34 OW REDUCER 6'WATERMAIN STUB POST INDICATOR mw Z SANITARY­MANHOLE CLEAN-OUT STORM SEWD'SNUcM,RE 0- "ll- I.WER P.UE % GAS METER PIPE BGU_AFIO SEWER/WATER RUJO xI PIMESTRIA.-LEVEL UGHIPIXE ANO EASE SINGLE RXTURE UCHT POLE AND BASE we 2 IMW UGHT POLE AND EASE z 3 R ➢RE UQ4T POLE AND BASE % X a SANTARY SEWER­RE NOICATM ­0503 PRIVATE UFT STATOR Ev"NG GAS PIPING I < 1XIS114G STORM SEMER 0 AA �.......... EM57KC SANITARY SEWER O U111GROUll lElll z z Z ENSTINC­ICAM­ U) ,I K EXISTING EASEWENT U) UJ z ON T 0\ 0 / I I I , 0 2 E T E: ()f z L) Lu CONTRA �e () ui TO UTI E IN ui z U) PLACE DU5 w >- < ()f L 0 Lu THE PRESENCE OF GROUNDWATER SHOULD BE _j 0 v ANTICIPATED ON THIS PROJECT CONTRACTOR'S (ANTICIPATED Z BID SHALL INCLUDE CONSIDERATION FOR V u ADDRESSING THIS ISSUE.REFERENCE THE Z m z CONSTRUCTION CONTINGENCY PLAN BY BRAUN a INTERTEC DATED 05/2]/2011 FOR = w DEWATEWNG GROUNDWATER REQUIREMENTS. �11 U) M 0 `C DATE ALL CONTRACTORS MUST CONTACT 06/14/2012 6 GOPHER STATE CALL ONE PROJECT NO. 2 MN TOLL FREE 1-800-252-1166 160633001 E BEFORE CONSTRUCTION BEGINS SHEET NUMBER TWIN CITY AREA 651-454-0002 IN 6063 JOE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 g \ �I tiNr I =! n N ____ _ __ _______--_--- THE PRESENCE T GROUNDWATER SHOULD BE c \ _ � _ BID SHALL XCLUDEICONSIDERAPON ACT 1 CONSTRUCTION TI NC ISSUE.REFERENCE B .."��`��: •++r^a�^�"°`°� .-..-^^^"""""�_`�•L=^^-�"�'"=-"' ''"""'^'I'!`. .yea CONSTRUCPON CONPNGENCY PLAN BY BRAUN r ) `�=.a. oa,.•^"--�-+'*^::. ........... _ ' - ...-�.-nw^^_ ..-.-•.`_.,�^°.<'�.'^r- GROUND DATED 05/27/2011 FOR "•°-'^'"••°"" I"'P ;� GROUNDWATER DEWATERING REQUIREMENTS. E NO p X ---- ---'8-g""-"""•''�%COUNTY RD NO 10 BASS LAKE ROR9rr _ __- - - r( ,? 1 ��"= ..,.._,�1SS•_ NT COUNTY RD NO 10 BASS LAKE ROAD x - a :c is _i=1 _... -- \ ^—_—• ' _..� B B & ---i--- --' �� -- _Z__ ____ _______m•'-+- -�.-_ RS MUST CONTACT B " „ _ •• .'` �....... x a5 4 G;J GF7 C7i7 o `�\ GOPHER STATE CALL ONE s MN TOLL FREE 1-800-252-1166 w x I l J . V BEFORE CONSTRUCTION BEGINS �. �\ \ � ., ,x, \ -�,._.,` 1 9 ^X\•,• ,(7 TWIN CITY AREA 651-454-0002 SEI ��O f� ��.�• � � ,•� SRNITAR O ;.p' =Y�� � i ;`, � � ,�:' ��� E �, •�. .` 0 _..\ MEN V �e , \\`\` q�Pa R. /} yp UTIJtt AGE EAYMENT D t MATCH UNE- EEY 608 _ \, / ��� p -;� .`•\\`` / �I sy: fr SH ' ✓• ..51 ORNNAGE RZS MATCH LINE-SHEET J 6 Y O F• / �nSEM N? USLIC TRAIL `\ PHOTOMETRIC NOTES: SOW A. CAST IN PLACE CONCRETE BASES WILL BE USED FOR POLE BASE FOUNDATIONS. H B. SEE SITE DETAILS FOR LIGHT POLE AND BASE DETAIL n E o i/r j :`�` r \ G 1 " ---- /' i� C. REFER TO ARCH.PLANS FOR SITE LIGHTING p € °m I \ ( '` \ /` ELECTRICAL PLAN. o �ly`, rE ` - Y\ '\ D. LIGHT FIXTURES SHALL BE METAL HALIDE. <>W`� E J s\ (r ?1. / E. LIGHT POLES SHALL BE 39 FEET TALL,ROUND, t - ! �� \ I 3 TAPERED,BLACK,STEEL POLES WITH A FIXTURE ajT Y \,\ p J \ 1'` •` MOUNTING HEIGHT OF 42 FEET.(REF.CUT SHEET) �o M z N x LIGHT POLE ( u IF EXISTING " `; ;•` �/ -UTILITY EASEMENT & - WALMART NOT '\ ' \ ' / W RELOCATE \ - \ IN CONTRACT) _.,` LIGHT PONE �� / %l EXISTING PEDESTRIAN EXISTING PARKING LOT LIGHTING LIGHTING (l� \ Z a 'i LIGHT POLE& d FIXTURES J a J 1 ;� / \`•, / EA WN LIGHT POLE& .k 5 FIG(FOOT CANDLES) FIXTURES J (f) 3 FC J C� o '+. a EXISTIN / / ,. �' 1 FC 5 FIC f w ++ % sioRMwA �jM NORTH 3 FC W W LO WiR `�% A„ P FC 0 120 140 3 J `! {.• (� \` - J� SCALE FEET O PROPOSED PARKING LOT PROPOSED PEDESTRIAN = ° _ LIGHTING LIGHTING d W o UQI Phase 2 Overall Luminaire Schedule W f) Symbol Qty Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts Z Z Z 7 D180 GFR-590-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 173304 2160 U) W 5 K i 1 \ U Z E U 2 '•i1 0 ROTATED 2 IN 90 GFR-540-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 99478 2160 O Z ' ♦� J3 SINGLE GFR-2-1000-PSMV-F-3HSS 39' POLE 3' BASE 0.750 120000 45676 1080 U N o •o °. y\ O Y Y W 2 3 @ 90 DEGREES GFR-590-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 259956 O 3290 W O U) In Ir -0 8 SINGLE GB-5-100-CMH-F 16' POLE 0.790 9000 5766 129 W p Q L 0 SINGLE GFR-540-1000-PSMV-F 39' POLE 3' BASE 0.750 120000 86652 1080 U CO } EX TOIRTEMAINLIGHT rJrn O Z 1 :! EXISTING LIGHT V CJ v Z Z EXISTING LIGHT d > M 5 • IJ�! EXISTING LIGHT W �0 x Lj G�fi - EXISTING LIGHT DATE 06/14/2012 Y E FAO PROJECT N0. 160633001 E SHEET NUMBER c E N e 6080 0 o` � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m COUNTY RD NO UN 10 BASS LAKE ROAD \ �° a f _ ;; 2 ___-_—— - o ' _„•, OR ,. ., . - ,•---- ----- --- -;--� � �\ D N 60 TH 120 - z r —'c—— �, i —I / ' g irry4* t,. IJI SCALE FEET SITE KEY 4 r r - _.... • 1 t N T.S H E f/drys ' ` // �\� ♦���/ \' �,�`'~`/�CC� fill "i./” r i j � / ♦y 0 -�`� net"' �` / \� �,.�/ ,/• �' 'a. >Wh � ; r,`r/ ; / \ �� � �' ---- - - ,��'�..�♦ 8=� as r +y '-V rte._ 1 /�� ♦ ✓__ - -: -'' ��� W° SHEET 6 4 1 _ ° a s &was k G E m O p t 3 0 2 m T oH Z a J PHOTOMETRIC NOTES: EXISTING PARKING LOT EXISTING PEDESTRIAN d b A. CAST IN PLACE CONCRETE BASES WILL BE USED FOR LIGHTING LIGHTING o v LIGHT POLE BASE FOUNDATIONS. C) V B. SEE SITE DETAILS FOR LIGHT POLE AND BASE DETAIL ° C. REFER TO ARCH.PLANS FOR SITE LIGHTING LIGHT POLE 8 a I ELECTRICAL PLAN. FD(TUItS m D. LIGHT FIXTURES SHALL BE METAL HALIDE. ( ' LIGHT POLE 8 W E. LIGHT POLES SHALL BE 39 FEET TALL,ROUND, S CANDLES) FIXTURES c TAPERED,BLACK,STEEL POLES WITH A FIXTURE FO C �+ 3 O MOUNTING HEIGHT OF 42 FEET.(REF.CUT SHEET) s £ 1PC 5 F O 3 3 FC a U - 1 FC D_ i a o PROPOSED PARKING LOT PROPOSED PEDESTRIAN Ur W o g LIGHTING LIGHTING Z Z Z W w K S THE PRESENCE OF GROUNDWATER SHOULD BE r, z ANTICIPATED ON THIS PROJECT.CONTRACTOR'S U U O BID SHALL INCLUDE CONSIDERATION FOR N J ADDRESSING THIS ISSUE.REFERENCE THE 0f CONSTRUCTION CONTINGENCY PLAN BY BRAUN ao INTERTEC DATED 05/27/2011 FOR Phase 2 overall L—inaire Schedule J N y0 GROUNDWATER OEWATERING REQUIREMENTS. ♦/ Symbol Qty Arrangement Oe acriptio' LLF - Arr. Lum.Lumens A—Watts i O L,.w.:i�r:.srzr G -�•� T D180 GFR-540-1000-1?SMV-F 39• POLE 3'BASE 0.750 1='L 000 173304 2160 W O U) Zs 1 1 0 ROTATED 2 IN 90 GFR-540-1000-PSMV-F-3 HSS 39' POLE 3'BASE 0.750 120000 94478 2160 /N, O x L 6 ALL CONTRACTORS MUST CONTACT 3 SINGLE GER-2-1000-PSMV-F-3HSS 39' POLE 3•BASE 0.750 120000 45676 1080 U co oW GOPHER STATE CALL ONE > MN TOLL FREE 1-800-252-1166 3 @ 90 DEGREES GFR-540-1000-PSMV-F 39' POLE 3'BASE 0.750 120000 259956 3240 W Z BEFORE CONSTRUCTION BEGINS J z ° TWIN CITY AREA 651-454-0002 -0' 8 SIN,I.t'. GB-5-100-CMR-F 16• POLE 0.790 5766 129 /f♦ L) ? ♦ 0 SINGLE GFR-540-1000-1?M-F 39• POLE 3'BASE 0.750 1'.^.0'i%i 86652 1080 Z Z S EXISTING LIGHT d TO REMAIN 2 'rI '/ Z W M b -- EXISTING LIGHT V' W E%ISTING LIGHT °1 DATE 3 5 ®� E%ISTING LIGHT 06/14/2012 8 Y EXISTING LIGHT PROJECT NO. 160633001 E SHEET NUMBER c E p N a 6082 0 v € 1 2 3 1 4 5 1 6 7 1 8 9 1 10 1 11 12 1 13 1 14 1 16 17 18 19 1 20 m -- --------- ---- -_ - TOT m: TOT A s -_—________ I COUNTY RD NO 10 BASS LAKE ROAD N TH s a i i,— 1 B a - ---—- T --- ---- L I I o sa 2a I �• l o — - - --- --- -- ------- --- — ----- I - 1 --- SCALE FEET ———— --- 5 rl I4 i ,.i I 1 nom. SITE KEY N.T.S. I � TI b'Q �� PHOTOMETRIC NOTES: �/p V �.. .v syca /�1� ' _— \ \ �` ` ` A. CAST IN PLACE CONCRETE BASES WILL BE USED FOR ❑ ®�y� L;?t LIGHT POLE BASE FOUNDATIONS. °aa o T 710v B. SEE SITE DETAILS FOR LIGHT POLE AND BASE DETAIL. F \ C. REFER TO ARCM.PLANS FOR SITE LIGHTING c .' ELECTRICAL PLAN. a ` D. LIGHT FIXTURES SHALL BE METAL HALIDE. w \ E. LIGHT POLES SHALL BE 39 FEET TALL,ROUND, mo m E TAPERED,BLACK STEEL POLES WITH A FIXTURE z° MOUNTING HEIGHT OF 42 FEET.(REF.CUT SHEET) Iwo w \ ` < vi F in 3a t r I o TS n 1 I r I Y s. "1 I f \ m o z°\ \, \ \ _ \ � �\ EXISTING PARKING LOT EXISTING PEDESTRIAN \ LIGHTING LIGHTING L _ �, H ` \-4 \ _i!'r / f 1` LIGHT POLE& Z < �TJ1 ` t $ LIGHT POLE& g 5 PC(FOOT CANDLES) FIXTURES a F / 3 PC 1 FC 5 FC V or I \\�% \ 3 FC FC PROPOSED PARKING LOT PROPOSED PEDESTRIAN LIGHTING LIGHTING O enaae z werau L„miRaire smea�le /� Z Z W K °� ') Symbol Qty Arrangement Description LLF Lumens/Lamp A—I—.Lumens Arr.Watts /VJ W Z E rx ' \ '�e / ♦� 7 D180 GM-540-1000-PSM-F 39' POLE 3•BASE 0.750 120000 173304 2160 y) U U m THE PRESENCE OF GROUNDWATER SHOULD BE ` \ /,// O Z 5 ANTICIPATED ON THIS PROJECT.CONTRACTOR'S T! 0 ROTATED 2 IN 90 GM-540-1000-PSMV-F-3H55 39' POLE 3'BASE 0.750 120000 944]8 2160 G BID SHALL INCLUDE CONSIDERATION FOR \ / ° ' ADDRESSING THIS ISSUE.REFERENCE THE `y�Y� \ 1 , 3 SINGLE GFR-2-1000-PSMV-F-3HS5 39• POLE 3•BASE 0.750 120000 45676 1080 U J N Y CONSTRUCTION CONTINGENCY PLAN BY BRAUN e INTERTEC DATED 05/27/2011 FOR :^\ \ A 0 ',/ 2 3 @ 90 DEGREES GM-540-1000-PSITY-F 39' POLE 3'BASE 0.750 120000 259956 3240 c GROUNDWATER DEWATERING REQUIREMENTS. I W O '^ v/ m 5 6 SINGLE GB-5-100-CHH-F 16' POLE 0.790 9000 5766 129 <L 5 1 /1 ♦ 0 SINGLE GM-540-1000-PS -F 39' POLE 3'BASE 0.750 120000 86 5' 1080 Of � X: D. T / TO SREt-WINLIGHT U ly r of ALL CONTRACTORS MUST CONTACT // W Z - GOPHER STATE CALL ONE H Ex1sTZNC LIGHTJ o MN TOLL FREE 1-800-252-1166 ex1sTlNC LIGHT Ur z BEFORE CONSTRUCTION BEGINS O U TWIN CITY AREA 651-454-0002 % EXISTING LIGHT Z Z T a EXISTING LIGHT Z 2 w M V) w o JI 3 _ DATE 06/14/2012 x 5. PROJECT NO. 160633001 E SHEET NUMBER N 6083 o 1 2 3 4 5 6 7 6 9 10 11 12 13 14 16 17 18 19 20 r m _ 0 1 _ J RD 10 BASS LAKE ROAD NORTH ,``� �� �,�;` � ~'---;"---..- COU •O% SIN �__ z 0 60 120 B a SCALE FEET e C.2 SITE KEY y L'' N.T.S. \ItlT SMALL y� p RETAIL ` ' y D C2 /�fit•' `��. �� % � -t._ \ i �'a: q \ i O K •..x� Fj " Rzl ,\ 9,500sf SMALL 8 0. LANDSCAPE PLAN NOTES PLACE 4'DEPTH SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS •�+/ / \1 /.� / _ -C"` Y / 2 MULCH ALL DECIDUOUS TREES'MTH 3 FOOT DIA MULCH RING AND ALL g'S W i t p 0 4•' / T a Y 1—'- •}�•,� µJ- �.-�-. EVERGREEN TREES TO DRIP LINE MTH 4'SHREDDED HARDWOOD MULCH. �ow EMERGENT HERBICIDE SUCH AS PREEN PRIOR TO MULCH - _ �\ N +�'S i.Y j.?r`+ J� T T /�// ` � 1y" .' I i�r"-'%`'+'�""� • 'jam` .A,.".'-", �+�„:/ 3. INSTALL STEEL LANDSCAPE EDGER HERE TURF AREAS MEET E / % F SHRUB/PERENNIAL PLANTING B S m<g a N n - / '/ , \ l �/ A I — E a: L�� /_-� T 4 INSTALLATION REQUIREMENTS PLANTING BED PREPARATION AND € D a a +�—F 1 .""-i-—-mil`—.. ''eSlC'�'^`}cif•} , " �`••�, awo S. ALL PLANTING BEDS AND TURF AREAS WITHIN THE IRRIGATION OF ¢N Rdo / NONIRR IGATION IM BE IRRIGATED MTH AU AMC IRRIGATION SYSTEM. 0 M A TCH1,`V N E - SHEET, NO IRRIGATION WITHIN STORMWA ER AND INFILTRATION AREAS O AREAS SEEDED WITH NATIVE/WET SEED MIX 8. PLANT MATERIALS INE SHALL BE ACQUIRED FROM SOURCES WITHIN i... HARDNESS ZONES 3 OR 4 G E ]. KEEP ALL SHRUBS AND PERENNIALS A MINIMUM OF 18'OFF EDGE OF m = WPAVEMENT 8. SOD PLL DISTURBED AREAS WITH KENTUCKY BLUEGRASS-FESCUE SOD Z m U m UNLESS OIHERWSE NOTED. RACE 500 OVER 4'd'lOPSpL a z S. SOD AREAS AS NOTED ON NO MOW TYPE ALL FESCUE SOO. o S m H i Z ¢ - LEGEND g a B a w F U B �'h��'a EXISTINGTREES(TGREMAIM W Z'R La- N C U O EXISTING RAIN GARDE W % - - � STORMNNTER AREA Q S Z Z s g ¢ a J $ N B PHASE 2 PRELIMINARY PLANT SCHEDULE a - Q y SYMBOL NNAME 1 ROOT W o C ~ p a I 1 COMMON HACKBERRY 3.5'CAL. B88 ZZ Z Fti// _ TO NEWHORIZONELM 2.V M. BdB W 5 WP K ..QUORY AUTUMN BLAZE M CUS —CAL. B&B '` OEIXOUWS SKYUREHONEYLOCUST ].S•CAL. B&B 0 v Ua OUAKING"PEN $10 CONT. Z J - ® BIRCH(CLMP) t10 CON.. } N Y ORNPMENTAL 15 IVORY CRABAPRE IIA J C 010 CONT. `1Y W'^ 00 DECIWQUS Lu O W MM• BRA HILLS SPRUCE IS W 0 Q / PE 6'HT B&B N we •�,AR 11 LL ^ L 6 ALL CONTRACTORS MUST CONTACT MUNIPER („� m L1 GOPHER STATE CALL ONE EVERGREEN z O VIBURNUM p CONT. W Z y'N _ MN TOLL FREE 1-800-252-1166 OMARF BUSH HONEYSUCKLE t3 CONT. J 7 o BEFORE BEGINS 000W CONSTRUCTION TWIN CITY AREA 651-454-0002 OOO p GaNr U Zh4 SPIPEA b CONT. Z Z FL LKAC CONT. = W U 'w M 5 ALERT TO CONTRACTOR: DA uLV s1 coNr z El ALL VIM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, KARL SUSAN it CANT. W FINAL UTILITIES.AND FINAL GRADING)BY THE MILESTONE DATE IN KOSOLEYED SUSAN t1 CONT. _ PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB SHRUB'PEREMIIAL MASSING KOBOD WTIBS t1 CONT. DATE 3 - TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR 06/14/2012 / ' THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS PROJECT N FOR OUTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES 5= AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT 160633001 DOCUMENTS AND SWPPP RE SHEET NUMBER QUIRED BY STATE/LOCAL REQUIREMENTS £ FOR SPECIFIC OUTLOT. E 6103 o N 4 S o € 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 m A ALL CONTRACTOR �p�_n__ �� l?FILITY- _-__,P ,_„_____,�z �_;�,_�•y_�z� _ �O �I� S MUST CONTACT 10 BASS LAKE I I .ML I i GOPHER STATE CALL ONE N T FREE 1_ 00 2 s EASEMENT _ BEFORE CONSTRUCTION BEGIN6 S ._-_ -- :- - x �-- _ TWIN CITY AREA 651-454-0002 .. 1 ?,LL B a — -- T — — — — — ` l — riT - _--- --- --- ---- — z ALERT TO CONTRACTOR: v° F o eo o I ------ -- -^-- �_ 5 � r - -. -'(.� �`µ I SCALE FEET 1 I-' _ ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED(EARTHWORK, w ��H� FINAL UTILITIES,AND FINAL GRADING)BY THE MILESTONE DATE IN y-SI PROJECT DOCUMENTS.OUTLOT AREA TO BE KEPT FREE OF JOB .I• I�� I 1 TRAILERS AND STORAGE AFTER THE CONTRACT MILESTONE DATE FOR n° I •II S I I \,'.I THE OUTLOT.WM GENERAL CONTRACTOR TO PROVIDE CLEAR ACCESS - )1} _,1 1 �1 \ FOR WTLOT CONTRACTOR TO THE SPECIFIC PARCEL AT ALL TIMES I , AFTER MILESTONE DATE.PURCHASER OF OUTLOT TO PROVIDE PERMIT j I H I SITE KEY DOCUMENTS AND SWPPP REWIRED BY STATEAOCAL REQUIREMENTS i I Litt I �' ,t I NT.S. iOR SPECIFIC WTLOT. Z C \�� i ( E I � •��, `x)11 �1 _ . s _e. I I � I I 1 SANITA�R� o E ER 1 ■ 1 `1 ,\ �'.� LANDSCAPE PLAN NOTES F� N V-0 � \ �\ ,r.E' I✓. 1. PLACE 4'DEPTH SHREDDED HARDWOOD MULCH IN ALL PLANTING BEDS I,Eju � Fi 12,600sf k 1 \ r�/ 2. MULCH ALL DECIDUOUS TREES WITH 3 FOOT NA.MULCH RING AND ALL �.5 ;..,, ��� \ t L” EVERGREEN TREES 70 DRIP LINE KITH 4'SHREDDED HARDWOOD MULCH. ;,\.Eyy, \, (``/I ' \/ \` \ T ��YY�-EMERGENT HERBICIDE SUCH AS PREEN PRIOR TO MULCH . N F � , /'' 3. INSTALL T ENNIAL PLANTING BEDS MERE TURF AREAS MEET €m 6 S a N 4. SEE LANDSCAPE DETAILS FOR PLANTING BED PREPARATION AND INSTALLATION REOUIREIAENTS >Idi.ox oa ALL PLANTING BEDS AND TURF AREAS WITHIN THE UMITS OF Fa << 571 DRAINAGE CONSTRUCTION TO BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM. NO IRRIrATION f SEEDED WITH NATIVE/WET STORMWA E AND INFILTRATION AREAS OR AREAS F 5 V= '`\ \AND UTILITY \ /WET g •�, \EASEMENT s \ 8. PLANT MATERIALS SHALL BE ACQUIRED FROM SOURCES WITHIN xw � J \ I II \ J. 1 \'` HARDINESS ZONES 3 OR 4 d G H•/E, \TV \\ \ , 7. PEES w SHRUBS AND PERENNIALS A MINIMUM OF 18°OFT EDGE OF N O 3 R , \ I \\ �` \, S. SOD ALL DISTURBED AREAS WITH KENTUCKY BLUEGRASS-FESCUE SOD Z m > m UNLESS OTHERWISE NOTED. PLACE SOD OVER 4°OF TOPSOIL. YV `,\ \ SEMi`ALZ .b� b • � R"� � ,1� `� `` 9. SOD AREAS AS NOTED WITH NO MOW TYPE ALL FESCUE SOD. a LEGEND g 1 J \ , NO a \\\Y 14 - / V.Y it E%1311NG TREE3(FO REMNrv) W M\ / O R `41 �\ / EXISTING RAIN GAROEW - `(.�1 \\ , -- - STORMWATER AREA Q r y� Z J PHASE 2 PRELIMINARY PLANT SCHEDULE \ / i - �,` 1,� ,;' °• ///// SYMBOL OTY COMMON NAME SIZE ROOT LLu �I O DRAINAr SwaAPVn�TEG+K zs•ca.. ese z COMMON HACKBERRY ]3•CAL. B&B Z Z I 41 NEVV-Oi ELM z.3•CAL. B&B W K j \\ /// "}� `O \ OVERSTORY AUTUMN BLAZE MMLE 3.3•CML. B&B W V E \ / \\\i�' OEOWOUS SKYLINE XONEYLOCUST 3.3•CAL. B&B O `J c WAKINGASPEN /10 COAT. �y Z ` \ i�l ® BIRCH(CLMP.) A10 CONT. LL \ // T IVORY SILK LILAC A10 CONT. `rJ/ �I O \\ \\� DECIDUOUS/,/M. /// ORNAMENTAL CRABAPPLE .10 CONT. Y Y W //, M RUDCKFHEILLS SPRUCE IF HT BSB Q L � [)f a:•' // .I JUNIPER !1 M } •I / /I EVERGREEN V LLJ // j VISURNLWI a COHT. J z 0 0 m / DWARF BUSH HONEYSUCKLE A3 CONT. Q I 'q Iii DOGWOOD >3 COAT. V U EL z € / fl LAAC 13 COAT. Z Z Q •�\ I�L - SPIREA M3 COAT. T W DAYIRY /1 COAT. Z w M "")X _ pp I(ARL FOERSIER H COAT. z J SHRU ASSN.NIAL !LACX� LATNISµ ti coNr. DATE iL 06/14/2012 Y PROJECT NO. 160633001 E SHEET NUMBER N F 6104 0 o Q %..D. 4 ARCHITECTURAL -- o � • •� •PREFM!!TK' LIGNT CONSORTIUM L.L.C. GANJAS LONLIPYIE SIANJItCL 20'-O' 20•-0' 20'-0• 20' 20'-0' 20'-0' 20,_0' 20•-0' E.1F BRY.IC v><raECE sLA% TENANT ..TENANT 3ENIINT -.:YE ANT. TENANT Tai¢verve .•T T Ite 22 612-436.4030 s J - '• 901 North Third Street,Su 0 Minneapolis,MN 55401 Fax 612-692-9960 k ST M' sTOR@RONT YV CLEAR O�Ass o I `7LJ EAST ELEVATION _ SOUTH ELEVATION I GATLII`i DEVELOPMENT COMPANY I ° --*i---�i--- - --�- -X-- �-- --- --- � `� �•a Y n•o• Y Aid�o• za�o• • mo• mo•TENANT ! TENANT TENANT TENANT TENAM TENANT E TENAN TENANT TENANT PRFIR MRK i E i 02 L-106 -10 -IIO qqq L 112 L-114 L-116 L-118 KR c.ANrAS cAMOrr SPAtl711EL 400 SF 1,400 SF 1,400 SF 1,400 SF 1.400 SF 1260 SP 1.400 SF 1.400 SF 1,400 SF FAA% Key Plan $TONE.,EtBR:,TE 7 Y t ,tdF TE r. 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TENANT TENANT.,:: T BUILDINGS H /K/ L Ujwff ENANY R Q 9TORffPPlf1N/ Q SPNDREL BL.AS6 J TENANT TENANT TENANT TENANT �IENANf TENANfT TENANT I LANJAS AYNINS av cNu ' -10 II I ggq11 � � i 110 li K-112 yy11 K-114 WEST ELEVATION +-4r EAST ELEVATION •'i; 1260 SF 1,400 SF 12D0 SF 1.400 SF 1.400 SF 1,400 SF 1260 SF y $$f $ PROJECT NIFIBER: 10-1019-01 i I i } -0• •o• ss0 s50 ISSUED DATE, 06-15-12 �I 1! fI ii DRAM BY: BL OHEC.KED BYE KA -r- r-' NT 7 :.'TEN NT �I I I � � •� 7� �§ Arno.Auer L L EAR ELA% P �VAN FLOOR PLAN N® NORTH ELEVATION SOUTH ELEVATION A4 BUILDING K Architectural Consortium, L.L.C.2012 - _ ARCHITECTURAL - - _ -- - L.L.C. 2a a -0-� — Tr - � � CONSORTIUM _ CONSOR _ - - --� -; TENANT _. — --- - - _---- _- - i TENANT TENANT TENANT TENANT z r. TENANT 901 North third Street,$UifE 220 612-036-4030 Minneapolis,MN 55401 Fax 61292 9960 lull SOUTH ELEVATION EAST ELEVATION TLIN DEVELOPMENT COMPANY �� �r 0¢T^ 200 5� _-._. _.. TENANT TENANT" TENANT TENANT _— TENANT -s-rx T TENANT ,.. 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